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Home My WebLink About065844-V2 - Construction-Related - Contract - Mountain Cascade of Texas, LLCCSC No. 65844-V2 FORT WO RT Hr CONTRACT FOR THE CONSTRUCTION OF SILVER CREEK FORCE MAIN, GRAVITY MAIN, AND WATER LINE City Project No. 104489-2 Volume II Mattie Parker Jesus "Jay" Chapa Mayor City Manager Christopher Harder, P.E. Director, Water Department Prepared for The City of Fort Worth Water Department APRIL 2026 Prepared by: Kimley)))Horn OFFICIAL RECORD Texas Registered Engineering Firm F-928 CITY SECRETARY Kimley-Horn No. 061018452 FT. WORTH, TX 40 63 00-1 PROGRAMMABLE LOGIC CONTROLLER Page 1 of 6 1 SECTION 40 63 00 2 PROGRAMMABLE LOGIC CONTROLLER 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 A. This Section of the Specifications describes the requirements for Programmable Logic 6 Controllers (PLCs) to be furnished under other Sections of the Specifications as listed 7 in the Related Work paragraph of this Section. 8 B. All equipment described herein shall be submitted and furnished as an integral part of 9 equipment specified elsewhere in these Specifications. 10 1.2 RELATED WORK 11 A. No references are made to any other section which may contain work related to any 12 other section. The Contract Documents shall be taken as a whole with every section 13 related to every other section as required to meet the requirements specified. The 14 organization of the Contract Documents into specification divisions and sections is for 15 organization of the documents themselves and does not relate to the division of 16 suppliers or labor which the Contractor may choose to employ in the execution of the 17 Contract. Where references are made to other Sections and other Divisions of the 18 Specifications, the Contractor shall provide such information or additional work as may 19 be required in those references and include such information or work as may be 20 specified. 21 1.3 SUBMITTALS 22 A. Submittals for equipment specified herein shall be made as a part of equipment 23 furnished under other Sections. Individual submittals for equipment specified herein 24 will not be accepted and will be returned un-reviewed. 25 B. Submit catalog data for all items supplied from this specification Section as applicable. 26 Submittal shall include catalog data, functions, ratings, inputs, outputs, displays, etc., 27 sufficiently to confirm that the equipment provides every specified requirement. Any 28 options or exceptions shall be clearly indicated. 29 C. Submit catalog data sheets for all software licenses provided under this Specification 30 Section. 31 D. Operation and Maintenance Manuals. 32 1. Operation and Maintenance manuals shall include the following information: 33 a. Manufacturer's contact address and telephone number for parts and service. 34 b. Instruction books and/or leaflets 35 c. Recommended renewal parts list 36 d. Record Documents for the information required by the Submittals above. 37 e. Copy of the software license data including serial numbers, license key, etc. 38 1.4 REFERENCE CODES AND STANDARDS 39 A. Instrumentation equipment, materials and installation shall comply with the National 40 Electrical Code (NEC and with the latest edition of the following codes and standards: CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 406300-2 PROGRAMMABLE LOGIC CONTROLLER Page 2 of 6 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 1. National Electrical Safety Code (NESC) 2. Occupational Safety and Health Administration (OSHA) 3. NEMA ICS 1-101 Diagrams, Designations and Symbols 4. ANSI/ISA-5.06.01-2007 - Functional Requirements Documentation for Control Software Applications. 5. ISA-TR20.00.01-2001 - Specification Forms for Process Measurement and Control Instruments Part 1: General Considerations Updated with 27 New Specification Forms in 2004-2005. 6. ISA-5.4-1991 Instrument Loop Diagrams. 7. ISA-5.5-1985 Graphic Symbols for Process Displays. 8. ISA-5.1-1984 (Rl 992) Instrumentation Symbols and Identification. 9. ISA-5.3-1983 Graphic Symbols for Distributed Control/Shared Display Instrumentation, Logic, and Computer Systems. 10. ISA-20-1981 Specification Forms for Process Measurement and Control Instruments, Primary Elements, and Control Valves. 11. ISA-5.2-1976 (R1992) Binary Logic Diagrams For Process Operations. 12. NEMA ICS 6 Enclosures for Industrial Controls and Systems 13. National Fire Protection Association (NFPA) 14. National Electrical Manufacturers Association (NEMA) 15. American National Standards Institute (ANSI) 16. Insulated Cable Engineers Association (ICEA) 17. The International Society of Automation (ISA) 18. Underwriters Laboratories (UL) 19. UL 508, the Standard of Safety for Industrial Control Equipment 20. UL 508A, the Standard of Safety for Industrial Control Panels 21. UL 50, the Standard of Safety for Enclosures for Electrical Equipment. 22. NFPA 79, Electrical Standard for Industrial Machinery 23. Factory Mutual (FM) 24. NFPA 70 National Electrical Code (NEC) 25. NFPA 70E Standard for Electrical Safety in the Workplace 26. ANSI C37.90.2 Standard Withstand Capability of Relay Systems to Radiated Electromagnetic Interference from Transceivers. 27. NEMA ICS 4 Terminal Blocks for Industrial Use. 28. NEMA LS 1 Low Voltage Surge Protection Devices. 29. UL 1283 Standard for Safety -Electromagnetic Interference Filters. 30. UL 1449 Third Edition Surge Protective Devices 31. IEEE 1815-2012 - IEEE Standard for Electric Power Systems Communications - Distributed Network Protocol (DNP3) 32. All equipment and installations shall conform to applicable Federal, State, and local codes. B. All equipment shall comply with the requirements of the National Electric Code and Underwriters Laboratories (UL) where applicable. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 406300-3 PROGRAMMABLE LOGIC CONTROLLER Page 3 of 6 1 C. Each specified device shall also conform to the standards and codes listed in the 2 individual device paragraphs. 3 1.5 QUALITY ASSURANCE 4 A. The manufacturer of this equipment shall have produced similar equipment for a 5 minimum period of five (5) years. When requested by the Owner/Engineer, an 6 acceptable list of installations with similar equipment shall be provided demonstrating 7 compliance with this requirement. 8 B. Equipment submitted shall fit within the space or location shown on the Drawings. 9 Equipment which does not fit within the space or location is not acceptable. 10 C. For the equipment specified herein, the manufacturer shall be ISO 9001 2000 certified. 11 1.6 WARRANTY 12 A. The Manufacturer shall warrant the equipment to be free from defects in material and 13 workmanship for 2 years from date of acceptance of the equipment containing the items 14 specified in this Section. Within such period of warranty, the Manufacturer shall 15 promptly furnish all material and labor necessary to return the equipment to new 16 operating condition. Any warranty work requiring shipping or transporting of the 17 equipment shall be performed by the Contractor at no expense to the Owner. 18 1.7 COMMUNICATIONS PROTOCOL REQUIREMENTS 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 A. The PLC systems must communicate as shown on the plans and as described else ware within the contract documents. The systems are to utilize and support the protocols as described within this section. 1. Where shown or otherwise indicated Modbus TCP Protocol to have the following as minimum capabilities as a minimum: a. All data shall be available and/or mirrored within the Modbus 4x or "Holding Register" memory area. The other areas can be optionally supported, but all Ox, I x, and 3x data shall be readable and writable in the 4x memory area. For digital writes, supports of single -bit writes (function 5) to the Ox area are acceptable on a case by case basis. Products that require access to the lx and 3x area to operate are not acceptable; access to 1 x/3x area shall be optional. b. Register 4x0000 1 shall exist and be readable to allow simple, predictable "communications tests". c. Software tools shall function properly with slaves' only supporting Modbus functions 3, 4 and 16. Requiring support of diagnostic function 8 is not acceptable. d. Software tools shall be configurable to write a single register as either function 6 or 16. e. Software tools shall allow setting the Modbus/TCP "Unit Id" to be a value other than zero. This is required for Ethernet -to -Serial bridging. 2. Where indicated the PLC System shall communicate utilizing Ethernet/IP Protocol with the following as minimum capabilities: a. Transfer of basic I/O data via User Datagram Protocol (UDP)-based implicit messaging b. Uploading and downloading of parameters, setpoints, programs and recipes via TCP (i.e., explicit messaging.) c. Polled, cyclic and change -of -state monitoring via UDP, such as RPI and COS in Allen Bradley's ControlLogix control systems. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 63 00-4 PROGRAMMABLE LOGIC CONTROLLER Page 4 of 6 I d. One-to-one (unicast), one -to -many (multicast), and one -to -all (broadcast) 2 communication via TCP 3 e. Use of well-known TCP port number 44818 for explicit messaging and UDP 4 port number 2222 for implicit messaging. 5 3. For communications links indicated to use DNP3 provide the minimum of level 2 6 implementation for all devices. 7 PART2- PRODUCTS 8 2.1 PROGRAMMABLE LOGIC CONTROLLER 9 A. Subject to compliance with the Contract Documents, the following Manufacturers are 10 acceptable: 11 1. Schneider Electric M340 Level 2 with Ethernet Port 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 2. No Equal B. The listing of specific manufacturers above does not imply acceptance of their products that do not meet the specified ratings, features and functions as specified. Manufacturers listed above are not relieved from meeting these specifications in their entirety. The following table indicates the PLC used as the basis of design for each location indicated. PLC LOCATION PLC TYPE CONTROL PANEL ID PRY Vault M340 RTU C. Where an existing PLC is to be modified or expanded as a part of this Contract, as specified in Specification Section Process System Control Panels or as indicated on the plans, the modified PLC is to meet the requirements and functionality of this Section. D. Programming Languages 1. Each PLC firmware shall support IEC Standard 61131-3 with all of the following programming languages unless explicitly excluded within this section: a. Ladder (LD) b. Function Block Diagram (FBD) c. Structured Text (ST) 2. The application for this project is to be developed utilizing Function Block Diagram. 3. Processor shall have a minimum IEC Program Memory size of 2048 KB. E. Input / Output Capacity I. Total Configurable Input / Output Capacity within the manufactures software package for the device shall not be less than 1024. 2. Installed minimum physical Input / Output capacity shall not be less than the following: a. Analog Inputs — 8 b. Analog Outputs —4 c. Discrete Inputs — 16 d. Discrete Outputs — 8 F. Physical Construction CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 406300-5 PROGRAMMABLE LOGIC CONTROLLER Page 5 of 6 1 1. The PLC shall be of modular construction, consisting of a back plane or buss, plug 2 in modules for the processor, communication modules, I/0 modules and expansion 3 modules. 4 2. The power supply shall be 24 Volt DC and shall be sized for the total of all installed 5 I/0 fully loaded including the power requirement any spare I/0 slots. 6 3. Analog inputs and outputs shall be isolated physically and electronically from each 7 other and shall be of the 4-20ma type. 8 4. Discrete inputs shall be 24VDC and individually buffered with external single poll 9 form C relays. 10 5. Discrete outputs shall be individually buffered with external form C relays with the 11 number of polls as required. 12 6. Systems shall include as a minimum 1 Ethernet, 1 RS -485/232, or 1 USB 13 programming port. 14 7. A separate Ethernet port shall include for connection to the SCADA network. This 15 port should include distributed/remote I/0 scanning capability utilizing the protocol 16 specified on the plans without the use of high-level logic programming. 17 G. Spare Equipment 18 1. Provide minimum of 20 percent wired spare I/0 channels of each type provided. 19 2. Provide I spare card/module of each type provided, including CPU and power 20 supplies. 21 PART 3- EXECUTION 22 3.1 INSTALLATION 23 A. All equipment specified herein shall be factory installed, programmed, field adjusted, 24 tested and cleaned as an integral part of equipment specified elsewhere in these 25 Specifications. 26 END OF SECTION 27 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 406300-6 PROGRAMMABLE LOGIC CONTROLLER Page 6 of 6 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 406600-1 COMMUNICATIONS INTERFACE EQUIPMENT Page 1 of 8 1 SECTION 40 66 00 2 COMMUNICATIONS INTERFACE EQUIPMENT 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 A. This Section of the Specifications describes the requirements for Communications 6 Interface Equipment and Systems to be furnished under other Sections of the 7 Specifications as listed in the Related Work paragraph of this Section. 8 B. All equipment described herein shall be submitted and furnished as an integral part of 9 equipment specified elsewhere in the Related Work Specifications. 10 1.2 RELATED WORK 11 A. No references are made to any other section which may contain work related to any 12 other section. The Contract Documents shall be taken as a whole with every section 13 related to every other section as required to meet the requirements specified. The 14 organization of the Contract Documents into specification divisions and sections is for 15 organization of the documents themselves and does not relate to the division of 16 suppliers or labor which the Contractor may choose to employ in the execution of the 17 Contract. Where references are made to other Sections and other Divisions of the 18 Specifications, the Contractor shall provide such information or additional work as may 19 be required in those references and include such information or work as may be 20 specified. 21 1.3 SUBMITTALS 22 A. Submittals for equipment specified herein shall be made as a part of equipment 23 furnished under other Sections. Individual submittals for equipment specified herein 24 will not be accepted and will be returned un-reviewed. 25 B. Submit catalog data for all items supplied from this specification Section as applicable. 26 Submittals shall include catalog data, functions, ratings, inputs, outputs, displays, etc., 27 sufficient to confirm that the equipment provides every specified requirement. Any 28 options or exceptions shall be clearly indicated. 29 1.4 REFERENCE CODES AND STANDARDS 30 A. Instrumentation equipment, materials and installation shall comply with the National 31 Electrical Code (NEC and with the latest edition of the following codes and standards: 32 1. National Electrical Safety Code (NESC) 33 2. Occupational Safety and Health Administration (OSHA) 34 3. NEMA ICS 1-101 Diagrams, Designations and Symbols 35 4. ANSI/ISA-5.06.01-2007 - Functional Requirements Documentation for Control 36 Software Applications. 37 5. ISA-5.2-1976 (R1992) Binary Logic Diagrams For Process Operations. 38 6. NEMA ICS 6 Enclosures for Industrial Controls and Systems 39 7. National Fire Protection Association (NFPA) 40 8. National Electrical Manufacturers Association (NEMA) CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406600-2 COMMUNICATIONS INTERFACE EQUIPMENT Page 2 of 8 1 9. American National Standards Institute (ANSI) 2 10. Insulated Cable Engineers Association (ICEA) 3 11. The International Society of Automation (ISA) 4 12. Underwriters Laboratories (UL) 5 13. UL 508, the Standard of Safety for Industrial Control Equipment 6 14. UL 508A, the Standard of Safety for Industrial Control Panels 7 15. UL 50, the Standard of Safety for Enclosures for Electrical Equipment. 8 16. NFPA 79, Electrical Standard for Control Panels and Industrial Machinery 9 17. Factory Mutual (FM) 10 18. NFPA 70 National Electrical Code (NEC) 11 19. NFPA 70E Standard for Electrical Safety in the Workplace 12 20. ANSI C37.90.2 Standard Withstand Capability of Relay Systems to Radiated 13 Electromagnetic Interference from Transceivers. 14 21. NEMA ICS 4 Terminal Blocks for Industrial Use. 15 22. NEMA LS 1 Low Voltage Surge Protection Devices. 16 23. UL 1283 Standard for Safety -Electromagnetic Interference Filters. 17 24. UL 1449 Third Edition Surge Protective Devices 18 25. All equipment and installations shall conform to applicable Federal, State, and local 19 codes. 20 B. All equipment shall comply with the requirements of the National Electric Code and 21 Underwriters Laboratories (UL) where applicable. 22 C. Each specified device shall also conform to the standards and codes listed in the 23 individual device paragraphs. 24 1.5 QUALITY ASSURANCE 25 A. The manufacturer of this equipment shall have produced similar equipment for a 26 minimum period of five (5) years. When requested by the Owner/Engineer, an 27 acceptable list of installations with similar equipment shall be provided demonstrating 28 compliance with this requirement. 29 B. Equipment submitted shall fit within the space or location shown on the Drawings. 30 Equipment which does not fit within the space or location is not acceptable. 31 C. For the equipment specified herein, the manufacturer shall be ISO 9001 2000 certified. 32 1.6 WARRANTY 33 A. The Manufacturer shall warrant the equipment to be free from defects in material and 34 workmanship for 2 years from date of acceptance of the equipment containing the items 35 specified in this Section. Within such period of warranty, the Manufacturer shall 36 promptly furnish all material and labor necessary to return the equipment to new 37 operating condition. Any warranty work requiring shipping or transporting of the 38 equipment shall be performed by the Contractor at no expense to the Owner. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406600-3 COMMUNICATIONS INTERFACE EQUIPMENT Page 3 of 8 1 PART 2- PRODUCTS 2 2.1 INDUSTRIAL ETHERNET SWITCH LAYER 3 MODULAR (TYPE A) 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 A. Subject to compliance with the Contract Documents, the following Manufacturers are acceptable: 1. Cisco IE4000 Series 2. Moxa 3. Hirschmann 4. Approved Equal B. The listing of specific manufacturers above does not imply acceptance of their products that do not meet the specified ratings, features and functions. Manufacturers listed above are not relieved from meeting these specifications in their entirety. C. Environmental 1. Operating temperature: -40 Deg F to 167 Deg F 2. Operating humidity: 10 — 95% non -condensing 3. Storage Temperature: -13 to 185 Deg F 4. Electrical Classification: Intrinsically safe for UL 1602 Class I Division 2 A -D locations D. Physical 1. Enclosure: NEMA TS -2. Fully Modular construction 2. Power Supply: 120VAC from UPS source 2. Microprocessor based managed type. 3. Din rail mountable capability. 4. 19 -inch rack mountable were shown in plans E. Functional Performance 1. Per Port status LED indication. 2. Port based Ethernet MAC security individually port configurable. 3. Wire Speed switching, 16 Gigabit Switching Fabric. 4. HSRP Protocol Support. 5. Cisco Express Forwarding Hardware Routing Architecture. 6. SNMPvl, SNMPv2c, and SNMPv3 Support 7. 802.1d Spanning Tree Protocol Support 8. HTTPS accessible. 9. Common Industrial Protocol (CIP) Management Objects Support. 10 Smart Templates for Ethernet/IP 11. PROFINET v2 certification. 12. Alarm Contacts for external fault notification. 13. 10/100 BaseT ports with RJ-45 connectors for Category 5 cabling. 14. Switch Configuration on removable/ configurable via Flash Memory module. 15. LC type Fiber Optic Connectors for 100BaseFX, 1000BaseSX for Multimode Fiber and 1000BaseLX for Single Mode Fiber as shown on the drawings CITY OF FORT WORTH ADDENDUM NO. 1 SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 406600-4 COMMUNICATIONS INTERFACE EQUIPMENT Page 4 of 8 1 16. Fully managed switch capability. 2 F. Options and Accessories Required: 3 1. Provide maximum installation space for additional future modules for each switch 4 location. 5 2. Provide twenty (20) percent spare port capacity for each port type. 6 2.2 REMOTE SITE 4G/LTE CELLULAR RADIO 7 A. Subject to compliance with the Contract Documents, the following Manufacturers are 8 acceptable: 9 1. Ericsson Cradlepoint 10 a. Model: COR IBR900 Series 11 B. The listing of specific manufacturers above does not imply acceptance of their products 12 that do not meet the specified ratings, features and functions. Manufacturers listed 13 above are not relieved from meeting these specifications in their entirety. 14 C. Environmental 15 1. Operating temperature: -22 Deg F to 158 Deg F 16 2. Operating humidity: 5 — 95% non -condensing 17 D. Physical 18 1. Power Supply: 10 to 30 VDC input 19 2. UL Listed 20 3. Interface connections: Ethernet 10/100 BaseT implemented in a RJ45 and Antenna 21 connection utilizing SMA connectors 22 E. Functional Performance 23 1. Integrated 4G/LTE Modem with Verizon and/or AT&T support and with 3G 24 failover 25 2. 1 WAN port minimum 26 3. 2 LAN ports minimum 27 4. VPN support for IPsec tunnels (up to 5 concurrent sessions) 28 5. Quality of Service capabilities 29 6. MAC address filtering and IP address filtering 30 7. 802.1x authentication for Ethernet 31 2.3 REMOTE SITE LICENSED RADIO (NARROW BAND) 32 A. Subject to compliance with the Contract Documents, the following Manufacturers are 33 acceptable: 34 1. GE ORBIT 35 2. Approved Equal 36 B. The listing of specific manufacturers above does not imply acceptance of their products 37 that do not meet the specified ratings, features and functions. Manufacturers listed 38 above are not relieved from meeting these specifications in their entirety. 39 C. Environmental 40 1. Operating temperature: -40 Deg C to 70 Deg C 41 2. Operating humidity: 10 — 95% Non -condensing CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406600-5 COMMUNICATIONS INTERFACE EQUIPMENT Page 5 of 8 1 D. Physical 2 1. Power Supply: 10 to 30 VDC input 3 2. Microprocessor based unmanaged type. 4 3. DIN Rail mountable. 5 4. Class 1 Division 2 groups A, B, C and D rated 6 5. Interface connections: TIA-232-E Serial interface implemented in a DB-9 7 connection, Ethernet 10/100 BaseT implemented in a RJ45 and Antenna connection 8 utilizing a TNC Female connector 9 E. Functional Performance 10 1. RF data rate 9,600 to 19,200 bps @ 12.5 KHz channel size. 11 2. Licensed Frequency bands: 820-870 MHz, 880-915 MHz, 850-860/926-936 MHZ, 12 and 928-960 MHz 13 3. Aluminum case. 14 4. Receiver type: double conversion super heterodynes with selectivity >70 dB, 15 Sensitivity-100dBm. 16 5. Transmitter with programmable carrier power from 0.1 to 5 Watts, Continuous duty 17 cycle. 18 6. Operating mode: Simplex, half -duplex 19 7. Modulation: Digital, CPFSK 20 F. Options and Accessories Required: 21 1. Provide a minimum 2 -year warranty. 22 2.4 ANTENNA TOWER (LADDER TYPE) 23 A. Subject to compliance with the contract documents, the following manufacturers are 24 acceptable: 25 1. Rohn 26 2. Sabre 27 3. Approved equal 28 B. The listing of specific manufacturers above does not imply acceptance of their products 29 that do not meet the specified ratings, features and functions. Manufacturers listed 30 above are not relieved from meeting these specifications in their entirety. 31 C. Provide radio towers as shown on the drawings. At a minimum, the towers provided 32 shall be as follows: 33 1. Each section shall be double bolted constructed of ASTM 123 hot dipped 34 galvanized steel. 35 2. Free standing and self-supporting type. 36 3. Tower sections shall have a minimum 12-'/2" face. 37 4. Tower shall be made up of a base section, midsection and top sections. 38 5. Heights of towers shall be a minimum of Thirty (30) feet tall from ground level. 39 The final height to be determined by the contractor's physical radio path study. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406600-6 COMMUNICATIONS INTERFACE EQUIPMENT Page 6 of 8 1 D. The radio tower shall be a self-supporting structure. The final tower and base design 2 shall be furnished by the contractor. Each individual tower installation shall be certified 3 and sealed by a Professional Engineer licensed in the State of Texas to be compliant in 4 all respects with TIA-222-H, Structural Standard for Antenna Supporting Structures and 5 Antennas. The installation design, along with this certification, shall be submitted by 6 the contractor. No general or manufacturers reference designs are acceptable for this 7 purpose. The material submitted shall take into consideration the specific site location 8 geotechnical information. A separate drawing for each tower installation, including all 9 furnished accessories, including but not limited to grounding system, safety system, 10 etc., shall be submitted. 11 2.5 YAGI DIRECTIONAL ANTENNA 12 A. Subject to compliance with the contract documents, the following manufacturers are 13 acceptable: 14 1. Wilson Electronics 15 2. Blue Wave 16 3. Ubiquiti 17 4. Approved Equal 18 B. The listing of specific manufacturers above does not imply acceptance of their products 19 that do not meet the specified ratings, features and functions. Manufacturers listed 20 above are not relieved from meeting these specifications in their entirety. 21 C. Environmental 22 1. Operating temperature: -40 degrees F to 176 degrees F 23 2. Operating humidity: 95% non -condensing for indoor applications 24 D. Physical 25 1. Number of Elements as required balancing gain and output power. 26 2. Impedance 50 ohms 27 3. Max Power 10 watts 28 4. Radiation Directional 29 5. Polarization Vertical 30 6. ConnectorN-Female 31 7. Material Aluminum 32 8. Mount Mounts on pipe with 0.5 inch to 1.5 -inch diameter 33 2.6 ETHERNET SURGE PROTECTOR 34 A. Subject to compliance with the contract documents, the following manufacturers are 35 acceptable: 36 1. Phoenix Contact 37 2. PolyPhaser 38 3. Cooper Bussman 39 4. Approved Equal 40 B. The listing of specific manufacturers above does not imply acceptance of their products 41 that do not meet the specified ratings, features and functions. Manufacturers listed 42 above are not relieved from meeting these specifications in their entirety. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406600-7 COMMUNICATIONS INTERFACE EQUIPMENT Page 7 of 8 1 C. Environmental 2 1. Operating temperature: -40 degrees F to 176 degrees F 3 2. Operating humidity: 95% non -condensing for indoor applications 4 3. Storage Temperature: -40 to 176 degrees F 5 D. Physical 6 1. DIN Rail Mountable indoors and pole mountable outdoors applications 7 2. 1/O connectors: RJ-45 8 3. Power over Ethernet POE+ to IEEE802.3 at up to 57VDC 9 E. Functional Performance 10 1. Protection: handles 100 or more lightning strikes at surge levels of 8/20uSec at 11 6kV/3kA 12 2. Standard: Compliant to IEC61000-4-5. 13 2.7 RADIO SYSTEM SURGE PROTECTOR 14 A. Subject to compliance with the contract documents, the following manufacturers are 15 acceptable: 16 1. Phoenix Contact 17 2. PolyPhaser 18 3. Cooper Bussman 19 4. Approved Equal 20 B. The listing of specific manufacturers above does not imply acceptance of their products 21 that do not meet the specified ratings, features and functions. Manufacturers listed 22 above are not relieved from meeting these specifications in their entirety. 23 C. Environmental 24 1. Operating temperature: -40 degrees F to 176 degrees F 25 2. Operating humidity: 95% non -condensing for indoor applications 26 3. Storage Temperature: -40 to 176 degrees F 27 D. Physical 28 1. Barrel configuration for control panel applications 29 2. TNC type connectors 30 E. Functional Performance 31 1. Protection: handles 100 or more lightning strikes at surge levels of 8/20uSec at 32 6kV/3kA 33 2. Standard: Compliant to IEC61000-4-5. 34 2.8 RADIO ANTENNA CABLES 35 A. Subject to compliance with the Contract Documents, the following Manufacturers are 36 acceptable: 37 1. Times Microwave LMR-600 runs under 75 feet 38 2. CommScope AVA7-50 HELIAX runs 75 feet and greater 39 3. Approved Equal CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406600-8 COMMUNICATIONS INTERFACE EQUIPMENT Page 8 of 8 1 B. The listing of specific manufacturers above does not imply acceptance of their products 2 that do not meet the specified ratings, features and functions. Manufacturers listed 3 above are not relieved from meeting these specifications in their entirety. 4 C. General 5 1. Provide sufficient lengths of cables for installation for connection to all Radio 6 Equipment with no splices. 7 D. Cable Construction 8 1. Inner Conductor Solid BCCAI 9 2. Dielectric Foam PE 10 3. Outer Conductor Aluminum Tape 11 4. Overall Braid Tinned Copper 12 5. Jacket Black PE. 13 E. Function/Performance: 14 1. Max Operating Frequency GHz 2.5 15 2. Minimum Operating Frequency 800 MHz 16 3. Velocity of Propagation % 87 17 4. Dielectric Constant NA 1.32 18 5. Time Delay nS/ft (nS/m) 1.17 (3.83) 19 6. Impedance ohms 50 20 7. Capacitance pF/ft (pF/m) 15.6 (51.1) 21 8. Inductance uH/ft (uH/m) 0.088 (0.29) 22 9. Shielding Effectiveness dB >90 23 10. DC Resistance 24 a. Inner Conductor ohms/1000ft (/km) 1.39 (4.56) 25 b. Outer Conductor ohms/1000ft (/km) 1.2 (3.9) 26 11. Peak Power kW 40 27 F. Required Options/Accessories 28 1. Provide Surge Arrestors at the antenna connection and the entrance to the 29 equipment per the NEC 30 PART 3- EXECUTION 31 3.1 INSTALLATION 32 A. All equipment specified herein shall be factory installed in an overall assembly, field 33 adjusted, tested and cleaned as an integral part of equipment specified elsewhere in 34 these Specifications. 35 END OF SECTION CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 40 67 00- 1 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 1 of 16 1 SECTION 40 67 00 2 PROCESS CONTROL SYSTEMS CONTROL PANELS 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 A. Furnish and install functional control panels to manually or automatically operate 6 control systems as specified in the detailed requirements of this Section, and logic and 7 schematics as shown on the Electrical and Instrumentation Drawings. 8 B. Control panels as specified in Process Equipment Division, Electrical Equipment 9 Division or Mechanical Equipment Divisions, except as specifically stated herein, shall 10 not be submitted under this Section. 11 1.2 RELATED WORK 12 A. Wherever references are made to Related Work in other Specification Sections of the 13 Specifications, the Contractor is to provide such information or work as may be 14 required in those references and include such information or work as may be specified. 15 B. All Instrumentation work related to Process and Mechanical Divisions equipment that is 16 shown on the Instrumentation Drawings shall be provided under Division 40 Process 17 Control System Sections unless otherwise explicitly shown. 18 C. All Control Panels and work provided under any Division of the Specifications shall 19 fully comply with the requirements of Division 40 Process Control System Sections. 20 D. No references are made to any other section which may contain work related to any 21 other section. The Contract Documents shall be taken as a whole with every section 22 related to every other section as required to meet the requirements specified. The 23 organization of the Contract Documents into specification divisions and sections is for 24 organization of the documents themselves and does not relate to the division of 25 suppliers or labor which the Contractor may choose to employ in the execution of the 26 Contract. Where references are made to other Sections and other Divisions of the 27 Specifications, the Contractor shall provide such information or additional work as may 28 be required in those references and include such information or work as may be 29 specified. 30 E. Other Divisions 31 1. The Contractor shall be responsible for examining all Sections of the Specifications 32 and Drawings and shall determine the power and wiring requirements and shall 33 provide appurtenances, as required to provide a fully functioning process control 34 system. If the equipment requires added options, due to different equipment being 35 supplied, the Contractor shall furnish the additional appurtenances and/or wiring, 36 with no change in the Contract Price, and with no increase in Contract Time. 37 1.3 SUBMITTALS 38 A. Submittal Process 39 1. Submittals shall be made in accordance with the requirements of Division 1, 40 Section 40 61 00, and as specified herein. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00-2 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 2 of 16 1 2. Submittals require information on related equipment to be furnished under this 2 Specification and described in the related Sections listed in the Related Work 3 paragraph above. Incomplete submittals not containing the required information on 4 the related equipment will be returned un-reviewed. 5 3. Equipment specified in Process, Mechanical, or Electrical Equipment Divisions, 6 and supplied as an integral part of a process equipment manufacturer's package 7 shall be submitted with the manufacturer's submittals, in those Divisions. 8 B. Submittal Content 9 1. The original equipment manufacturer shall create all equipment shop drawings, 10 including all wiring diagrams, in the manufacturer's Engineering department. All 11 equipment shop drawings shall bear the original equipment manufacturer's logo, 12 drawing file numbers, and shall be maintained on file in the original equipment 13 manufacturer's archive file system. Photocopies of the Engineer's ladder 14 schematics are unacceptable as shop drawings. 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 C. Required Submittals 1. Copies of previously Approved Related Work submittals. 2. Documentation confirming that the Panel Assembly Facility is a UL -508 certified panel shop. 3. Facsimile of the UL label that is to be applied to the completed panels. 4. Shop Drawings a. Shop Drawings shall include the following: 1) Drawings shall be to scale and shall show the location of panel mounted devices, including doors, louvers, and sub panels. 2) Equipment outline drawings showing elevation, plan and interior views, front panel arrangement, dimensions, weight, shipping splits, conduit entrances and anchor bolt pattern. Indicate all options, special features, ratings and deviations from this Section's requirements. 3) The first sheet of each Panel Drawing Packet shall contain a Bill of Materials for that panel. The Bill of Materials shall list all devices mounted within the panel, and shall include the tag number, description, manufacturer, and model number of each item. 4) Following the Bill of Material shall be a listing, uniquely identifying each component of the Panel, and a description of the item used, i.e. devices by their assigned tag numbers, nameplate inscriptions, service legend, and annunciator inscriptions. 5) Power and control schematics including external connections. Show wire and terminal numbers and color -coding. b. Interconnecting Wiring Diagrams 1) Provide interconnecting wiring diagrams showing electrical connections between equipment, consoles, panels, terminal junction boxes, and field mounted components. 2) Diagrams shall show component and panel terminal board identification numbers, and external wire and cable numbers. 3) Circuit names corresponding to the Circuit and Raceway Schedule shall be shown. The diagram shall include intermediate terminations between field elements and panels (e.g., terminal junction boxes, pull boxes, etc.). 5. Factory Tests. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00-3 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 3 of 16 I a. Submittals shall be made for factory tests as specified herein. Owner/Engineer 2 approval of required factory tests is required prior to shipment of the 3 equipment. 4 6. Field Tests. 5 a. Submittals shall be made for field tests as specified herein. 6 7. Operation and Maintenance Manuals. 7 a. Operation and maintenance manuals shall include the following information: 8 1) Manufacturer's contact address and telephone number for parts and service. 9 2) Instruction books and/or leaflets 10 3) Recommended renewal parts list 11 4) Record Documents for the information required by the Submittals 12 paragraph above. 13 D. Operation and Maintenance Manuals. 14 1. Operation and maintenance manuals shall include the following information: 15 a. Manufacturer's contact address and telephone number for parts and service. 16 b. Instruction books and/or leaflets 17 c. Recommended renewal parts list 18 d. Record Documents for the information required by the Submittals paragraph 19 above. 20 1.4 REFERENCE CODES AND STANDARDS 21 A. Instrumentation equipment, materials and installation shall comply with the National 22 Electrical Code (NEC and with the latest edition of the following codes and standards: 23 1. National Electrical Safety Code (NESC) 24 2. Occupational Safety and Health Administration (OSHA) 25 3. NEMA ICS 1-101 Diagrams, Designations and Symbols 26 4. ANSI/ISA-5.06.01-2007 - Functional Requirements Documentation for Control 27 Software Applications 28 5. ISA-TR20.00.01-2001 - Specification Forms for Process Measurement and Control 29 Instruments Part 1: General Considerations Updated with 27 New Specification 30 Forms in 2004-2005. 31 6. ISA-5.4-1991 Instrument Loop Diagrams. 32 7. ISA-5.5-1985 Graphic Symbols for Process Displays. 33 8. ISA-5.1-1984 (R1992) Instrumentation Symbols and Identification. 34 9. ISA-5.3-1983 Graphic Symbols for Distributed Control/Shared Display 35 Instrumentation, Logic, and Computer Systems. 36 10. ISA-20-1981 Specification Forms for Process Measurement and Control 37 Instruments, Primary Elements, and Control Valves. 38 11. ISA-5.2-1976 (R1992) Binary Logic Diagrams for Process Operations. 39 12. NEMA ICS 6 Enclosures for Industrial Controls and Systems 40 13. National Fire Protection Association (NFPA) 41 14. National Electrical Manufacturers Association (NEMA) 42 15. American National Standards Institute (ANSI) 43 16. Insulated Cable Engineers Association (ICEA) 44 17. The International Society of Automation (ISA) CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00-4 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 4 of 16 1 18. Underwriters Laboratories (UL) 2 19. UL 508, the Standard of Safety for Industrial Control Equipment 3 20. UL 508A, the Standard of Safety for Industrial Control Panels 4 21. UL 50, the Standard of Safety for Enclosures for Electrical Equipment. 5 22. NFPA 79, Electrical Standard for Industrial Machinery 6 23. Factory Mutual (FM) 7 24. NFPA 70 National Electrical Code (NEC) 8 25. NFPA 70E Standard for Electrical Safety in the Workplace 9 26. ANSI C37.90.2 Standard Withstand Capability of Relay Systems to Radiated 10 Electromagnetic Interference from Transceivers. 11 27. NEMA ICS 4 Terminal Blocks for Industrial Use. 12 28. NEMA LS 1 Low Voltage Surge Protection Devices. 13 29. UL 1283 Standard for Safety -Electromagnetic Interference Filters. 14 30. UL 1449 Third Edition Surge Protective Devices 15 31. All equipment and installations shall conform to applicable Federal, State, and local 16 codes. 17 1.5 QUALITY ASSURANCE 18 A. The manufacturer of this equipment shall have produced similar equipment for a 19 minimum period of five (5) years. When requested by the Owner/Engineer, an 20 acceptable list of installations with similar equipment shall be provided demonstrating 21 compliance with this requirement. 22 B. The control panels shall be assembled in a UL -certified panel shop, experienced in the 23 assembled of control panels for wastewater and water treatment systems. A submittal of 24 the documentation, that certifies the panel fabrication shop is a UL -certified shop, is 25 required. 26 C. Equipment components and devices shall be UL labeled wherever UL standards exist 27 for such equipment. The completed control panel shall be UL Labeled in accordance 28 with UL 508, 508A or UL 698A whichever is the applicable UL standard for the 29 installed location of the panel where indicated on the drawings. The panel shall also be 30 UL labeled for the environment in which it is to be placed. A UL label shall be affixed 31 to the inside of the external door by the panel fabrication assembly. Submit a facsimile 32 of the UL label in the submittal information. 33 D. Equipment submitted shall fit within the space shown on the Drawings. Equipment 34 which does not fit within the space is not acceptable. 35 1.6 DELIVERY STORAGE AND HANDLING 36 A. Equipment shall be handled and stored in accordance with manufacturer's instructions. 37 Two (2) copies of these instructions shall be included with the equipment at time of 38 shipment and shall be made available to the Contractor and Owner/Engineer. 39 B. Shipping groups shall be designed to be shipped by truck, rail, or ship. Indoor groups 40 shall be bolted to skids. Accessories shall be packaged and shipped separately. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00-5 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 5 of 16 1 C. Within (5) five days after shipment of all equipment, Manufacturer shall ship all 2 software, supplied under this Section of the Specifications, by Registered Mail or 3 Approved Courier, to the Owner's Representative, with a copy of the Shipment 4 Manifest. 5 D. Visible shipping damage to any portion of a shipment shall be assumed to have also 6 damaged the surrounding portion. The visibly damaged and the surrounding panels 7 shall be returned to the Manufacturer's UL 508 facility, for examination and damaged 8 equipment replaced, followed by a Witnessed Test of the returned portion, as specified 9 in Paragraph 2.07, at no expense to the Owner. 10 E. Equipment shall be installed in its permanent finished location shown on the Drawings 11 within seven (7) calendar days of arriving onsite. If the equipment cannot be installed 12 within seven (7) calendar days, the equipment shall not be delivered to the site, but 13 stored offsite, at the Contractor's expense, until such time that the site is ready for 14 permanent installation of the equipment. 15 F. Where space heaters are provided in equipment, provide temporary electrical power and 16 operate space heaters during storage, and after equipment is installed in permanent 17 location, until equipment is placed in service. 18 1.7 WARRANTY 19 A. The Manufacturer shall warrant the equipment to be free from defects in material and 20 workmanship for 2 years from date of final acceptance of the equipment. Within such 21 period of warranty, the Manufacturer shall promptly furnish all material and labor 22 necessary to return the equipment to new operating condition. Any warranty work 23 requiring shipping or transporting of the equipment shall be performed by the 24 Manufacturer, at no expense to the Owner. 25 PART 2- PRODUCTS 26 2.1 MATERIAL MANUFACTURERS 27 A. Subject to compliance with the Contract Documents, the following electrical material 28 manufacturers are acceptable for all materials not otherwise specifically specified 29 within the contract documents. 30 1. General Electric Co. 31 2. Eaton / Cutler -Hammer 32 3. Schneider Electric / Square D Co. 33 4. Rockwell Automation / Allen Bradley 34 B. The listing of specific manufacturers above does not imply acceptance of their products 35 that do not meet the specified ratings, features and functions. Materials listed above are 36 not relieved from meeting these Specifications in their entirety. 37 C. Manufactures of all related devices and components shall be as specified elsewhere in 38 the contract documents. 39 2.2 RATINGS 40 A. The complete control panel assembly shall be UL certified and carry a UL 508A listing 41 for "Industrial Control Panels". CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00-6 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 6 of 16 1 2 3 4 5 6 7 8 9 10 B. The control panel shall meet all applicable requirements of the National Electrical Code. C. Motor controllers, including associated devices, shall be designed for continuous operation at rated current in a 40 -degree C ambient temperature. D. For additional ratings and construction notes, refer to the Drawings. E. The service voltage shall be as specified and as shown on the Drawings. The overall short circuit withstand, and interrupting rating of the equipment and devices shall be equal to or greater than the overall short circuit withstand and interrupting rating of the feeder device immediately upstream of the Control Panel, but not less than 10,000amperes at 120 volts single phase. 11 2.3 CONSTRUCTION 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 A. General 1. Refer to the Drawings for: schematics, actual layout and location of equipment and components; current ratings of devices, bus bars, components; protective relays, voltage ratings of devices, components and assemblies; and other required details. B. Enclosures 1. General a. Each enclosure shall incorporate a removable back panel, and side panels, on which control components shall be mounted. Back panel shall be secured to the enclosure with collar studs for wall mounted enclosures, and 316 SS hardware for free standing enclosures. b. All floor -mounted enclosures shall be provided with floor stands of the same materials of construction as the enclosure. c. The enclosure door shall be interlocked with the main circuit breaker by a panel mounted cable driven operating mechanism. d. Back panel shall be tapped to accept all mounting screws. Self -tapping screws shall not be used to mount any components. e. All enclosure doors shall have bonding studs. The enclosure interior shall have a bonding stud. f. Each enclosure shall be provided with a documentation pocket on the inner door. g. Enclosures shall not have holes or knockouts. h. Provide manufacturer's window kits where shown on the Drawings. i. All panels installed outdoors shall have a factory applied, suitable primer and final coat of weatherproof white paint. All stainless -steel panels installed outdoors shall be of 304 or 316 grade materials when painted white unless otherwise shown on the drawings. j. All enclosures shall include provisions for a padlock on doors. k. Overload tables shall be laminated and adhered to the inside of the door. 1. Each enclosure shall have one, UPS powered, 150 -watt receptacle labeled "COMPUTER ONLY". m. All enclosures shall be lockable, and keyed alike. n. Where indicated or specified, provide a minimum 18x18 -inch foldable shelf mounted no more than 40 inches above finished floor. The shelf to be constructed of the same material and finish as the control panel. Shelves as manufactured by Saginaw Control and Engineering, Hoffman or approved equal are acceptable. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00-7 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 7 of 16 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 46 47 2. NEMA 4X for all panels not otherwise defined a. Where an enclosure is not otherwise defined or shown on the Drawing 1) NEMA 4X 316 Stainless Steel 2) Type 316 stainless steel, body and door 3) Stainless steel continuous hinge 4) Foam in -place gasket 5) Single point quarter turn latches (20"x24" and below). All others 3 -point latch b. Manufacturers 1) Rittal WM Series 2) EMF Company 3) NEMA Enclosures Company 4) Hammond Company 5) Saginaw Control and Engineering 6) Approved Equal 3. NEMA 1 or NEMA 1A boxes shall not be used. 4. Malleable iron boxes shall not be used. C. Environmental Controls 1. Enclosure Condensate Heaters a. A self-contained enclosure condensation heater with thermostat and fan shall be mounted inside the control panel, if panel is mounted outdoors or in a non -air- conditioned space. 1) Enclosure heaters shall be energized from 120 -volt, single-phase power supply and sized to prevent condensation within the enclosure. 2) Locate enclosure heaters to avoid overheating electronic hardware or producing large temperature fluctuations on the hardware. 3) Enclosure heaters shall have an internal fan for heat distribution and shall be controlled with adjustable thermostats. The thermostat shall have an adjustment range of 40 degrees Fahrenheit to 90 degrees Fahrenheit. Provide a circuit breaker or fused disconnect switch within the enclosure. 4) Enclosure heaters shall be Hoffman type DAH or equal. b. Strip heaters may be provided if they are 240 volts rated, powered at 120 volts AC and do not have a surface temperature higher than 60°C. Strip heaters and thermostats shall be as manufactured by Chromalox or equal. 1) Strip heaters shall be Chromalox, Type OT, 1.5 -in wide, 240 Volts, single phase, 150 watts, energized at 120 volts, with rust resisting iron sheath, Catalog No. OT -715, Product Code No. 129314. Provide sufficient wattage in heaters to prevent condensation should the interior temperature of the enclosure drop below the dew point. 2) A control thermostat mounted inside the control Panel shall be Chromalox, Type WR, single stage, Catalog No. WR-80, Product Code No.263177. 3) The strip heater terminals shall be guarded by a protective terminal cover. 4) High temperature connecting lead wire shall be used between the thermostat and the heater terminals. Wire shall be No. 12 AWG stranded nickel -plated copper with Teflon glass insulation and shall be the product of Chromalox, Catalog No. 6 -CFI -12, and Product Code No. 263783. 2. Enclosure Air Conditioner CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 406700-8 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 8 of 16 I a. Enclosures containing electronic devices or electrical equipment shall have air 2 conditioners that will maintain the internal temperature at or below the 3 equipment rating without violating the NEMA rating of the enclosure. 4 b. The panel builder shall provide panel internal heat rise calculations to show that 5 the panel internal temperatures will be maintained below the maximum 6 operating temperatures of the panel components. 7 1) For enclosures mounted indoors in non -air-conditioned spaces, include an 8 ambient air temperature of 40 -degree C and a humidity of 100% non - 9 condensing. 10 2) For enclosures mounted in direct sunlight, add the appropriate solar heat 11 gain component to the calculation and raise the ambient temperature to 60 12 degrees Celsius. 13 3) The calculation shall show all the internal and external heat gain loads and 14 the expected internal temperature rise, in degrees Celsius, above the 15 specified ambient without the air conditioner. Provide a calculation 16 showing the expected temperature rise in degrees C above the specified 17 ambient with the air conditioner running. 18 c. The air conditioner shall have the following features: 19 1) Use CFC-free RI 34a refrigerant. 20 2) Have fully gasketed flanges on all four mounting edges for a watertight sea] 21 that maintains NEMA rating of the panel. 22 3) Thermostatic low temperature control to provide energy efficient operation 23 and prevents over -cooling. 24 4) EMI/RFI suppressor to minimize transient spikes during compressor on/off 25 cycling. 26 5) Separated blower -driven evaporator and condenser air systems for closed 27 loop cooling. 28 6) UL listed. 29 7) Stainless steel enclosure rated NEMA 4X. 30 8) Internal corrosion resistant coating and/or galvanized steel components. 31 9) Low ambient kit. 32 10) Short cycle protector. 33 d. Manufactures 34 1) Rittal 35 2) Cooper B -Line 36 3) ICE Cube 37 4) Approved Equal 38 3. Enclosure Fans 39 a. Fans shall be furnished for soft start starters and AFD's, as required by the 40 manufacturer, to provide air circulation and cooling. Fans shall be controlled by 41 a temperature switch. The fan shall operate only when the drive is "ON" and for 42 a cool -down period after the drive has stopped. Otherwise the fan shall not run 43 when the drive is "OFF". Louvers, if provided, shall have externally removable 44 filters. The filter shall be metallic and washable. 45 b. Fan motors shall be protected by an input circuit breaker. Metal squirrel cage 46 ball bearing, three phase fan motors with 10 -year design life shall be used in the 47 drive design. Plastic muffin fans are not acceptable. Fan power shall be 48 obtained from a tap on the main control power transformer. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 1 2 3 4 5 6 7 8 9 10 40 67 00-9 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 9 of 16 c. A "loss of cooling" fault shall be furnished. In the event of clogged filters or fan failure, the drive shall produce an alarm and then, in a predetermined time, be shut down safely without electronic component failure by the temperature switch. d. Redundant fans shall be provided in the drive design as backup in the event of fan failure. 4. Corrosion Protection a. Provide corrosion protection in each control panel with a corrosion -Inhibiting vapor capsule as manufactured by Northern Instruments; Model Zerust VC, or Hoffman Engineering; Model A-HCI. 11 2.4 PANEL EQUIPMENT 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 A. Equipment Requirements 1. The requirements for equipment, controls, meters, converters, etc, for each Control Panel, shall be as shown on the Panel Schedule herein, the Drawings, panel schematics, and the functions specified in the Loop Descriptions. 2. Where a programmable logic controller is designed as a part of the control panel, the PLC shall be as specified in Section 40 63 00 Programmable Logic Controller System. 3. Where communications equipment is designed as part of the control panel, the equipment shall be as specified in Section 40 66 00 Communications Interface Equipment. 4. All other equipment, controls, meters, converters that are designed as a part of the control panel, shall be as specified in Section 40 78 00 Panel Mounted Control Devices, the Related Work Sections specified herein, as shown on the Drawings, panel schematics, and the functions specified in the Control Descriptions. 5. Furnish installed in the Control Panel, a dedicated Surge Protective Device (SPD) (Type 3), permanently connected, on the load side of the power entrance, as specified in Section 26 43 13 Low Voltage AC Surge Protective Devices (SPDs). 6. Provide a main circuit protective device, DIN rail mounted, to protect the panel equipment. 7. Provide an enclosure intrusion switch for all enclosures containing communications equipment or Programmable Logic Controllers (PLC) and or related equipment. B. Panel Control Device Requirements 1. Control Devices and Indicators a. All operating control devices, indicators, and instruments shall be securely mounted on the panel door. All controls and indicators shall be 30mm, corrosion resistant, NEMA 4X/13, anodized aluminum or reinforced plastic. Booted control devices are not acceptable. Auxiliary contacts shall be provided for remote run indication and indication of each status and alarm condition. Additional controls shall be provided as specified herein and as required by the detailed mechanical and electrical equipment requirements. b. Indicator lamps shall be LED type. For all control applications, indicator lamps shall incorporate a push -to -test feature. Lens colors shall be as follows: 1) Red for ON, Valve OPEN, and Breaker CLOSED. 2) Green for OFF, Valve CLOSED and Breaker OPEN. 3) Amber for FAIL. 4) Blue for READY CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00- 10 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 10 of 16 1 5) White for POWER ON. 2 c. Mode selector switches (HAND -OFF -AUTO, LOCAL -OFF -REMOTE, etc) 3 shall be as shown on the Drawings. Units shall have the number of positions 4 and contact arrangements, as required. Each switch shall have an extra dry 5 contact for remote monitoring. 6 d. Pushbuttons shall be as follows: 7 1) Red for STOP, Valve OPEN, Breaker CLOSE and mushroom Red for 8 EMERGENCY STOP. 9 2) Green for START, Valve CLOSE and Breaker OPEN. 10 3) Black for RESET. 11 e. Furnish nameplates for each device. All nameplates shall be laminated plastic, 12 black lettering on a white background, attached with stainless steel screws. 13 Device mounted nameplates are not acceptable. 14 2. A failure alarm with horn and beacon light shall be provided when required or 15 specified. Silence and reset buttons shall be furnished. Alarm horn and beacon shall 16 be by Federal Signal; Crouse -Hinds, or equal, NEMA 4X for all areas except for 17 NEMA 7 areas, which shall be NEMA 7/4X cast aluminum. 18 3. Control and Instrument Power Transformers 19 a. Control power transformers shall be provided where shown on the Drawings. 20 Transformer shall be sized for the entire load, including space heaters, plus 21 25% spare capacity, and shall be not less than 100VA. 22 b. Control power transformers shall be 120 volts grounded secondary. Primary 23 side of the transformer shall be fused in both legs. One leg of the transformer 24 secondary shall be solidly grounded while the other leg shall be fused. 25 2.5 EQUIPMENT INSTALLATION 26 A. Equipment Mounting 27 1. The location of the installed equipment shall be as shown on the Panel Layouts on 28 the Drawings. 29 2. Each piece of equipment shall be securely mounted to the backplate or sideplate in 30 accordance with the manufacturer's installation instructions. All mounting 31 hardware shall be from the front of the backplate or side plate with threaded screws. 32 Attaching hardware shall not be installed from the rear of the backplate or side 33 plate. Removal of any piece of equipment shall not require the removal or 34 loosening of any other piece of equipment. 35 3. Operator interface equipment installed on the door shall be arranged as shown on 36 the Drawings in accordance with the manufacturer's installation instructions. No 37 penetrations of the door shall be made except for equipment mounting. Provide 38 adequate clearance between pieces of equipment and door latching mechanisms. 39 B. Nameplates 40 1. Nameplates 41 a. External CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CTTY PROJECT NO. 104489-2 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 46 47 48 49 40 67 00- 11 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 11 of 16 1) Nameplates shall be engraved, laminated impact acrylic, matte finish, not less than 1/16 -in thick by 3/4 -in by 2 -1/2 -in, Rowmark 322402. Nameplates shall be 316 SS screw mounted to all enclosures except for NEMA 4 and 4X. Nameplates for NEMA 4 and 4X enclosures shall be attached with double faced adhesive strips, TESA TUFF TAPE 4970, .009 X 1/2", or equal. Prior to installing the adhesive nameplates, the metal surface shall be thoroughly cleaned with 70% alcohol until all residue has been removed. Epoxy adhesive or foam tape is not acceptable. 2) There shall be a master nameplate that indicates supply voltage equipment ratings, short circuit current rating, manufacturer's name, shop order number and general information. Cubicle nameplates shall be mounted on the front face, on the rear panel and inside the assembly, visible when the rear panel is removed. 3) Provide permanent warning signs as follows: a) "Danger- High Voltage- Keep Out" on all doors. b) "Warning- Hazard of Electric Shock - Disconnect Power Before Opening or Working on This Unit" on main power disconnect or disconnects. b. Internal 1) Provide the panel with a UL 508A label. 2) Control components mounted within the assembly, such as fuse blocks, relays, pushbuttons, switches, etc., shall be suitably marked for identification, corresponding to appropriate designations on manufacturer's wiring diagrams. 3) Front of each PLC 11O module shall have label identifying each individual point interfaced to the module. c. Special 1) Identification nameplates shall be white with black letters, caution nameplates shall be yellow with black letters, and warning nameplates shall be red with white letters. C. Wiring Trough and Terminal Block Installation 1. Space between wiring troughs and equipment shall be such that space for terminal blocks is provided for termination of each conductor or group of conductors before connection to the equipment. Removal of equipment for service shall not leave any exposed conductors hanging unconnected. 2. Install the wiring troughs such that one may be removed without interference from the other. Troughs shall be installed such that trough covers may be removed without cover interference. 3. Install terminal blocks on DIN rail with adequate space for access to the terminal with clear view of the wire identification label. All incoming or outgoing wiring shall enter or leave the panel on terminal blocks. Terminal blocks or wiring troughs shall not be installed on the doors. Provide terminal blocks on sideplates / backplates for all door mounted equipment. 4. In no case shall internal and external wiring share a wiring trough. 5. Provide 600 volt rated terminal blocks for any conductor carrying any voltage over 120 volts to ground. 6. Provide 600 volt rated strap screw terminal blocks for any power conductors carrying over 20 amps, at any voltage. Terminals shall be double sided and supplied with removable covers to prevent accidental contact with live circuits. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00- 12 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 12 of 16 1 7. Power conductors carrying over 20 amps, at any voltage shall be terminated to 2 strap -screw type terminal blocks with crimp type, pre -insulated, ring -tongue lugs. 3 Lugs shall be of the appropriate size for the terminal block screws and for the 4 number and size of the wires terminated. Do not terminate more than one 5 conductor in any lug, and do not land more than two conductors under any strap - 6 screw terminal point. 7 8. Terminals shall have permanent, legible identification, clearly visible with the 8 protective cover removed. Each terminal block shall have 20 percent spare 9 terminals, but not less than two spare terminals. 10 9. Do not land more than two conductors per terminal point. Use the manufacturer's 11 provided bridge connectors to interconnect terminal blocks terminating common or 12 ground conductors. 13 10. Twisted shielded pair or triad cables shall have each individual conductor and 14 shield drain wire landed on individual terminal blocks. Use the manufacturer's 15 provided bridge connectors to interconnect terminal blocks terminating the shield 16 drain wire conductors. 17 11. Provide an AC ground bar bonded to the panel enclosure, if metal, with 20 percent 18 spare terminals. 19 12. Provided ground terminal blocks for each twisted -shielded pair drain wire. 20 D. Internal Panel Wiring 21 1. Power and control wiring shall be tinned stranded copper, minimum size No. 14 22 AWG, with 600 -volt, 90 -degree C, flame retardant, Type MTW thermoplastic 23 insulation. Line side power wiring shall be sized for the full fault current rating or 24 frame size of the connected device, and as shown on the Drawings. 25 2. Analog signal wires shall be 600 Volt Class, insulated stranded tinned copper, 26 twisted shielded #16 AWG pair. 27 3. All interconnecting wires between panel mounted equipment and external 28 equipment shall be terminated at numbered terminal blocks. Field wiring shall not 29 be terminated directly on any panel -mounted device. 30 4. All wiring shall be tagged and coded with an identification number as shown on the 31 Drawings. Coding shall be typed on a heat shrinkable tube applied to each end 32 showing origination and destination of each wire. The marking shall be permanent, 33 non -smearing, solvent -resistant type similar too Raychem TMS-SCE, or equal. 34 5. All wiring shall be enclosed in PVC wire trough with slotted side openings and 35 removable cover. Plan wire routing such that no low twisted shielded pair cable 36 conducting analog 4-20 mA signals or low voltage analog signals are routed in the 37 same wire trough as conductors carrying discrete signals or power. 38 6. All control panel wiring shall use the following color code. 39 a. Black: AC power at line voltage 40 b. Red: switched AC power 41 c. Orange: May be energized while the main disconnect is in the off position 42 d. White: AC neutral 43 e. Orange/white stripe or white/orange stripe: separate derived neutral 44 e. Red/white stripe or white/red stripe: switched neutral 45 f. Green or green w/ yellow tracer: ground/earth ground 46 g. Blue: Ungrounded DC power 47 h. Blue/white stripe or white/blue stripe: DC grounded common 48 i. Brown: 480V AC 3 phase - phase A CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CTTY PROJECT NO. 104489-2 40 67 00- 13 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 13 of 16 I j. Orange: 480V AC 3 phase - phase B 2 k. Yellow: 480V AC 3 Phase - phase C 3 1. Purple: common for analog signal wiring 4 m. Brown: positive leg of an analog signal 5 E. Field Entrance Internal Wiring 6 1. Field entrance internal wiring shall be neatly grouped by circuit and bound by 7 plastic tie wraps. Circuit groups shall be supported so that circuit terminations are 8 not stressed. In addition, low signal wiring (millivolt and milliamp) shall be bundle 9 separately from the rest of the control wiring. 10 2. All field wiring shall be tagged and coded with an identification number. Coding 11 shall be typed on a heat shrinkable tube applied to each end of the wire. The 12 marking shall be a permanent, non -smearing, solvent -resistant type similar to 13 Raychem TMS-SCE, or equal 14 3. All conduit entering or leaving equipment shall be coordinated, in advance with the 15 panel installer, so that the conduit entrances to the enclosure are directly below the 16 termination area for immediate termination. Conduits shall not enter the top or side 17 of the panel unless approved in writing by the Owner/Engineer. 18 F. PLC / RTU Inputs and Outputs 19 1. All PLC and RTU Analog inputs and outputs shall be individually fused for each 20 channel. All Discrete inputs and outputs shall be buffered with relays from the field 21 connections. Discrete points shall be fused for each circuit group with no less than 22 one fuse per card. 23 2.6 PCSI SHOP TESTING 24 A. The entire control panel shall be completely assembled, wired, and adjusted at the 25 PCSI's shop and shall be given the manufacturer's routine shop tests and any other 26 additional operational test to insure the workability and reliable operation of the 27 equipment. 28 B. The operational test shall include the proper connection of supply and control voltage 29 and, as far as practical, a mockup of simulated control signals and control devices shall 30 be fed into the boards to check for proper operation. 31 C. Factory test equipment and test methods shall conform to the latest applicable 32 requirements of ANSI, IEEE, UL, and NEMA standards, and shall be subject to the 33 Owner/Engineer's approval. 34 PART 3- EXECUTION 35 3.1 INSTALLER'S QUALIFICATIONS 36 A. Installer shall be specialized in installing this type of equipment with minimum 5 years 37 documented experience. Experience documentation shall be submitted for approval 38 prior to beginning work on this project. 39 3.2 EXAMINATION 40 A. Examine installation area to assure there is enough clearance to install the equipment. 41 B. Housekeeping pads shall be included for the floor mounted panels as detailed on the 42 Drawings. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00- 14 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 14 of 16 1 C Check concrete pads and baseplates for uniformity and level surface. 2 D. Verify that the equipment is ready to install. 3 E. Verify field measurements are as instructed by manufacturer. 4 3.3 INSTALLATION 5 A. The Contractor shall install all equipment per the manufacturer's recommendations and 6 Contract Drawings. 7 B. Conduit hubs for use on raceway system pull and junction boxes shall be watertight, 8 threaded aluminum, insulated throat, stainless steel grounding screw, as manufactured 9 by T&B H150GRA Series, or equal. 10 C. Conduits entering a control Panel or box containing electrical equipment shall not enter 11 the enclosure through the top. 12 D. Install required safety labels. 13 3.4 RACEWAY SEALING 14 A. Where raceways enter junction boxes or control panels containing electrical or 15 instrumentation equipment, all entrances shall be sealed with 3M 1000NS Watertight 16 Sealant or approved equal. 17 B. This requirement shall be strictly adhered to for all raceways in the conduit system. 18 3.5 FIELD QUALITY CONTROL 19 A. Inspect installed equipment for anchoring, alignment, grounding and physical damage. 20 B. Check tightness of all accessible electrical connections. Minimum acceptable values are 21 specified in manufacturer's instructions. 22 C. Provide laminated copies of the Control schematics in each enclosure door pocket. 23 3.6 FIELD ADJUSTING 24 A. Adjust all circuit breakers, switches, access doors, operating handles for free 25 mechanical and electrical operation as described in manufacturer's instructions. 26 3.7 FIELD TESTING 27 A. Perform all electrical field tests recommended by the manufacturer. Disconnect all 28 connections to solid-state equipment prior to testing. 29 B. Test each key interlock system for proper functioning. 30 C. Test all control logic before energizing the equipment. 31 3.8 CLEANING 32 A. Remove all rubbish and debris from inside and around the panel. Remove dirt, dust, or 33 concrete spatter from the interior and exterior of the equipment using brushes, vacuum 34 cleaner, or clean, lint free rags. Do not use compressed air. 35 3.9 EQUIPMENT PROTECTION AND RESTORATION 36 A. Touch-up and restore damaged surfaces to factory finish, as approved by the 37 manufacturer. If the damaged surface cannot be returned to factory specification, the 38 surface shall be replaced. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00- 15 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 15 of 16 END OF SECTION CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 67 00- 16 PROCESS CONTROL SYSTEMS CONTROL PANELS Page 16 of 16 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 406860-1 APPLICATION SERVICES PROVIDER Page 1 of 8 1 SECTION 40 68 60 2 APPLICATION SERVICES PROVIDER 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 A. The Contractor shall furnish the services of qualified personnel to perform the work as 6 defined herein, in the Related Work Paragraph of this Section, and other Specification 7 Sections as specified herein. The service personnel shall be referred to as the 8 Application Services Programmer (ASP). 9 B. It shall be the responsibility of the Contractor to obtain and provide any and all 10 information required from other Divisions, as listed in the related work below, to 11 complete the work under this Section. 12 C. The Contractors ASP shall perform all the work necessary to configure, customize, 13 debug, install, connect, and place into operation all HMI and PLC software specified 14 within this Division and other related divisions. At the time of BID the owner is 15 implementing the SCADA software in Ignition 8.1. 16 D. The Contractors ASP shall coordinate with the PCSI all scheduling, installation, and 17 startup services. 18 1.2 RELATED WORK 19 A. No references are made to any other section which may contain work related to any 20 other section. The Contract Documents shall be taken as a whole with every section 21 related to every other section as required to meet the requirements specified. The 22 organization of the Contract Documents into specification divisions and sections is for 23 organization of the documents themselves and does not relate to the division of 24 suppliers or labor which the Contractor may choose to employ in the execution of the 25 Contract. Where references are made to other Sections and other Divisions of the 26 Specifications, the Contractor shall provide such information or additional work as may 27 be required in those references and include such information or work as may be 28 specified. 29 1.3 SUBMITTALS 30 A. Prior to any Pre -Submittal Conferences or Work Submittals as defined in section 40 61 31 00 Process Control Systems General Provisions, the Contractor shall submit the 32 qualifications of the Application Service Provider. No Work Submittals will be 33 accepted until the ASP has been approved by the owner. Submittals received prior to 34 that Approval will be returned un-reviewed. 35 B. Submittal Process 36 1. Submittals shall be made in accordance with the requirements of Division 1, 37 Section 40 61 00, and as specified herein. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406860-2 APPLICATION SERVICES PROVIDER Page 2 of 8 1 2. All electronic submittals shall be submitted in an ISO/IEC 26300:2006 or Comma 2 Separated Values (CSV) readable electronic file format on a CD -Rom and an 81/2- 3 inch by 11 -inch hard copy. PLC Programs shall be submitted in the native export 4 format of the PLC as suggested by the manufacture and as a fully annotated PDF 5 file. 6 C. Submittal Content 7 1. Submittals shall contain the following: 8 a. Programming Standards 9 1) Programming standards to be used for both process graphics and PLC logic 10 conventions shall be submitted after the standards workshop. 11 b. Programmable Logic Controller Programming 12 1) I/O List with register assignments. 13 2) Diagrams of the process control functions by each strategy. 14 3) Listing of inputs to the control function. 15 4) A short narrative of each control strategy. 16 5) Listing of all Operator inputs and outputs to and from the control function. 17 Any special displays related to the function shall be illustrated. A 18 description of the operation of any display shall be described as it relates to 19 the control function. 20 6) Cross references of all 11O, showing to which 11O modules or software 21 modules, they are in. 22 7) Failure contingencies shall be described in detail. 23 8) An annotated program, submitted in both hard copy and electronic format. 24 c. Operation Interface Terminal Programming 25 1) I/O List with register assignments. 26 2) Listing of all Operator displays with inputs and outputs to and from the 27 control function. Displays shall be illustrated to show data presentation. 28 3) Cross references of all I/O, showing to which 11O modules or software 29 modules, they are in. 30 4) Failure contingencies shall be described in detail. 31 d. Human Machine Interface Programming 32 1) 1/O List with register assignments. 33 2) Displays for each process area including all necessary pop ups. 34 3) Listing of data points on each display. 35 4) A short narrative of each control usage. 36 5) Listing of all Operator inputs and outputs to and from the control function. 37 Any special displays related to the function shall be illustrated. A 38 description of the operation of any display shall be described as it relates to 39 the control function. 40 6) Cross references of all UO, showing which software module at each point 41 used. 42 7) Failure contingencies shall be described in detail. 43 8) A complete listing of all historical points. 44 9) Listing of all required configuration files for each SCADA client. 45 2. Submit a proposed Schedule of Work following the PCSI pre -submittal 46 conference. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406860-3 APPLICATION SERVICES PROVIDER Page 3 of 8 1 1.4 REFERENCE CODES AND STANDARDS 2 A. Instrumentation equipment and HMI programming shall comply with the following 3 codes and standards: 4 1. Occupational Safety and Health Administration (OSHA) 5 2. NEMA ICS 1-101 Diagrams, Designations and Symbols 6 3. ANSI/ISA-5.06.01-2007 - Functional Requirements Documentation for Control 7 Software Applications 8 4. ISA-TR20.00.01-2001 - Specification Forms for Process Measurement and Control 9 Instruments Part 1: General Considerations Updated with 27 New Specification 10 Forms in 2004-2005. 11 5. ISA-5.4-1991 Instrument Loop Diagrams. 12 6. ISA-5.5-1985 Graphic Symbols for Process Displays. 13 7. ISA-5.1-1984 (R1992) Instrumentation Symbols and Identification. 14 8. ISA-5.3-1983 Graphic Symbols for Distributed Control/Shared Display 15 Instrumentation, Logic, and Computer Systems. 16 9. ISA-20-1981 Specification Forms for Process Measurement and Control 17 Instruments, Primary Elements, and Control Valves. 18 10. ISA-5.2-1976 (R1992) Binary Logic Diagrams for Process Operations. 19 11. American National Standards Institute (ANSI) 20 12. The International Society of Automation (ISA) 21 13. Underwriters Laboratories (UL) 22 14. NFPA 79, Electrical Standard for Industrial Machinery 23 15. Factory Mutual (FM) 24 16. NFPA 70 National Electrical Code (NEC) 25 17. All equipment and installations shall conform to applicable Federal, State, and local 26 codes. 27 B. All work associated with PLC and HMI programming services shall comply with the 28 requirements set forth within the contract documents and as agreed and approved from 29 the standards submittal. 30 C. Where reference is made to one of the above standards, the revision in effect at the time 31 of bid opening shall apply. 32 1.5 QUALITY ASSURANCE 33 A. The Contractor shall provide verifiable documentation supporting the ASP'S 34 qualifications and work history as defined in Section 140 61 00 Process Control 35 Systems General Provisions. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406860-4 APPLICATION SERVICES PROVIDER Page 4 of 8 1 1.6 SYSTEM DESCRIPTION 2 A. Contractors ASP is responsible for providing all applications programming and 3 configuration services to accomplish the control and monitoring functions as described 4 in the contract specifications and drawings. The Contractors ASP shall provide all 5 programming functions including, but not limited to, control strategies and 6 communications for the Plant PCS PLCs and HMI. The Equipment manufacturer 7 supplied PLC systems programming is the respective suppliers' responsibility. The 8 Contractors ASP will obtain from the OWNER copies of all existing HMI and PLC 9 configurations. The Contractors ASP shall also provide all application programming 10 and configuration services necessary to produce the HMI (graphic displays, reports, 11 trends, historical archive, etc.) as described in the contract specifications and drawings. 12 1.7 WARRANTY 13 A. Provide all programming logic a warranty as defined in division 1. 14 1.8 SYSTEM FINAL DOCUMENTATION 15 A. Prior to final acceptance of the system and owner training, operating and maintenance 16 manuals covering instruction and maintenance on each type of equipment shall be 17 furnished in accordance with Division 1 and Section 40 61 00. 18 B. The instructions shall be bound in three-ring binders with Drawings reduced or folded 19 for inclusion. As a minimum, the following information shall be provided: 20 1. A comprehensive index. 21 2. A complete "As Constructed" set of approved shop Drawings. 22 3. A complete list of the programming furnished. 23 4. Detailed service, maintenance and operation instructions for each item supplied. 24 5. Operating instructions which incorporate a functional description of the entire 25 system with references to the systems schematic Drawings and instructions. 26 C. The final documentation shall be new documentation written specifically for this 27 project but may include standard and modified standard documentation. Modifications 28 to existing hardware or software manuals shall be made on the respective pages or 29 inserted adjacent to the modified pages. All standard documentation furnished shall 30 have all portions that apply clearly indicated. All portions that do not apply shall be 31 lined out. 32 D. The manuals shall contain all illustrations, detailed displays, and instructions necessary 33 for installing, operating, and maintaining the equipment. The illustrated parts shall be 34 numbered for identification. All information contained therein shall apply specifically 35 to the equipment furnished and shall only include instructions that are applicable. All 36 such illustrations shall be incorporated within the printing of the page to form a durable 37 and permanent reference book. 38 E. If the Contractors ASP transmits any documentation or other technical information 39 which he considers proprietary, such information shall be designated. Documentation or 40 technical information which is designated as being proprietary will be used only for the 41 design, construction, operation, or maintenance of the System and, to the extent 42 permitted by law, will not be published or otherwise disclosed. 43 F. The requirements for the final documentation are as follows: CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406860-5 APPLICATION SERVICES PROVIDER Page 5 of 8 1 1. As built documentation shall include all previous submittals, as described in this 2 Specification, updated to reflect the as -built system as well as any corrections or 3 modifications to the System resulting from the Factory and/or Field Demonstration 4 Tests. 5 PART 2- PRODUCTS (NOT USED) 6 PART 3- EXECUTION 7 3.1 APPLICATION DEVELOPMENT WORKSHOPS AND COORDINATION 8 MEETINGS 9 A. The ASP shall schedule and administer a minimum of one Workshops and Coordination 10 Meetings for the purpose of discussing progress of the work under this Section. The 11 ASP shall fully coordinate with the PCSI and be present for coordination meetings as 12 defined in Section 40 61 00. 13 B. The ASP shall make arrangements for workshops; prepare agenda of discussion items. 14 Notify participants at least one (1) week before scheduled meetings. The meetings shall 15 be held at a location chosen by the owner and shall include, as a minimum, attendance 16 by the Owner, Engineer, General Contractor's project engineer, ASP, and PCSI. 17 1. The first workshop shall be held in advance of the ASP programming standards 18 Shop Drawing submittal. The purpose of the workshop shall be for the ASP to: 19 a. Summarize their understanding of the project 20 b. Discuss any proposed substitutions or alternatives 21 c. Schedule testing and delivery milestone dates 22 d. Provide a forum for the ASP and Owner to coordinate hardware and software 23 related issues 24 e. Request any additional information required from the Owner and/or Engineer. 25 f. The ASP shall bring a draft version of proposed standards shop drawings to the 26 meeting to provide the basis for the Owner/Engineer's input into their 27 development. 28 g. All aspects of the programming effort shall be discussed including but not 29 limited to: 30 1) PLC and HMI Variable naming conventions 31 2) PLC memory map conventions 32 3) Any and all customized or user defined function blocks (DFB) and 33 subroutines. 34 4) Displays naming for each process area including all necessary pop ups. 35 5) Display color conventions and overall owner expectations 36 3.2 TESTS -GENERAL 37 Refer to Section 40 61 21. 38 3.3 OPERATIONAL READINESS TEST (ORT) 39 Refer to Section 40 61 21. 40 A. Each active Analog Subsystem element and each UO module shall have a Component 41 Calibration Sheet. These sheets shall have spaces for data entry, space for sign off by 42 the Contractors ASP and the PCSI, and the following information: CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406860-6 APPLICATION SERVICES PROVIDER Page 6 of 8 1 1. Project Name 2 2. Loop Number 3 3. Component Tag Number of 11O Module Number 4 4. Component Code Number Analog System 5 5. Manufacturer (for Analog system element) 6 6. Model Number/Serial Number (for Analog system) 7 7. Summary of Functional Requirements: 8 a. Indicators and Recorders: Scale and chart ranges 9 b. Transmitters/Converters: Scale and chart ranges 10 c. Computing Elements: Function 11 d. Controllers: Action (direct/reverse) control Modes (PID) 12 e. Switching Elements: Unit range, differential (FIXED/ADJUSTABLE), Preset 13 (AUTO/MANUAL) 14 f. I/O Modules: Input or output 15 8. Calibrations: 16 a. Analog Devices: Required and actual inputs and outputs at 0, 10, 50, and 100 17 percent of span, rising and falling 18 b. Discrete Devices: Required and actual trip points and reset points 19 c. Controllers: Mode settings (PID) 20 d. 11O Modules: Required and actual inputs or outputs for 0, 10, 50, and 100 21 percent of span, rising and falling 22 9. Space for comments 23 10. Space for sign off by the General Contractor 24 25 3.4 FUNCTIONAL DEMONSTRATION TEST (FDT) 26 Refer to Section 40 61 21. 27 3.5 10 -DAY SITE ACCEPTANCE TEST (SAT) 28 Refer to Section 40 61 21. 29 3.6 TRAINING 30 A. General 31 1. The cost of Owner training programs shall be included in the Contract price. The 32 training and instruction, insofar as practicable, shall be directly related to the 33 System being supplied. The training program shall represent a comprehensive 34 program covering all aspects of the operation and maintenance of the system. 35 2. All instructors shall be intimately familiar with the operation and control of the 36 Owner's facilities. 37 B. Maintenance Training 38 Refer to Section 40 61 21. 39 1. PLC/RTU Software 40 a. The training and instruction, insofar as practicable, shall be directly related the 41 System being supplied. The training shall include a field training program 42 consisting of hands-on instruction utilizing the Owners System. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 406860-7 APPLICATION SERVICES PROVIDER Page 7 of 8 1 b. One 4 -hour training session shall be provided for four (4) members of the 2 Owner's personnel on software and hardware operation and maintenance at the 3 Owner's facility. Software training shall provide classroom and hands-on 4 instruction such that a student with experience in process instrumentation can 5 configure the system with no guidance or with only minimal supervision when 6 attempting complex problems. The training shall cover the following subjects 7 as a minimum: 8 1) System overview covering the basic system design and purpose 9 2) System hardware covering the specific hardware elements and specific 10 equipment arrangements provided are covered. 11 3) Equipment orientation in which the student becomes familiar with the 12 operational procedures (e.g., tape load, clear, keyboard, start/stop, and disk 13 load). 14 4) Specific application configuration instruction shall cover the overall design 15 and implementation of the applications as provided under this Contract. 16 The intent shall be to make the student fully knowledgeable in all aspects of 17 the system provided, along with methods for making additions, 18 modifications, and deletions to the process system. 19 5) Development of new control loops and strategies. 20 6) Complete system backup and reload procedures. 21 c. These courses shall not be concurrent with those offered by the PCSI. The 22 above listing is only a guide and is not intended to be complete. 23 3.7 CONTROL SYSTEM DIAGRAMS AND DETAILS 24 25 26 Refer to Section 40 61 96 and contract drawings. END OF SECTION CITY OF FORT WORTH ADDENDUM NO. 1 SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 406860-8 APPLICATION SERVICES PROVIDER Page 8 of 8 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 407050-1 INSTRUMENT SUPPORT HARDWARE Page 1 of 8 1 SECTION 40 70 50 2 INSTRUMENT SUPPORT HARDWARE 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 A. Furnish and install instrumentation mounting and support hardware, as shown on the 6 Drawings and as specified herein. 7 B. Hardware shall include anchor systems, adhesive anchor systems, metal framing 8 systems, and other instrumentation installation mounting and support systems as 9 specified herein with additional requirements as shown on the Drawings or specified 10 within related sections. 11 1.2 RELATED WORK 12 A. No references are made to any other section which may contain work related to any 13 other section. The Contract Documents shall be taken as a whole with every section 14 related to every other section as required to meet the requirements specified. The 15 organization of the Contract Documents into specification divisions and sections is for 16 organization of the documents themselves and does not relate to the division of 17 suppliers or labor which the Contractor may choose to employ in the execution of the 18 Contract. Where references are made to other Sections and other Divisions of the 19 Specifications, the Contractor shall provide such information or additional work as may 20 be required in those references and include such information or work as may be 21 specified. 22 1.3 SUBMITTALS 23 A. Submit to the Owner/Engineer, in accordance with Division 1, the manufacturers' 24 names and product designation or catalog numbers for each of the types of materials 25 specified and where shown on the Drawings. 26 B. The submittal information, for anchor systems, shall contain manufacturer's 27 specifications and technical data including; 28 1. Acceptable base material conditions (i.e. cracked, un-cracked concrete) 29 2. Acceptable drilling methods 30 3. Acceptable bore hole conditions (dry, water saturated, water filled, under water) 31 4. Manufacturer's installation instructions including bore hole cleaning procedures and 32 adhesive injection. 33 5. Cure and gel timetables 34 6. Temperature ranges (storage, installation and in-service). 35 1.4 REFERENCE CODES AND STANDARDS 36 A. All products and components shown on the Drawings and listed in this specification 37 shall be designed and manufactured according to latest revision of the following 38 standards (unless otherwise noted): 39 1. NFPA 70 National Electrical Code (NEC) 40 2. NFPA 70E Standard for Electrical Safety in the Workplace CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407050-2 INSTRUMENT SUPPORT HARDWARE Page 2 of 8 1 3. ASTM E 488-96 (2003); Standard Test Method for Strength of Anchors in 2 Concrete and Masonry Elements, ASTM International. 3 4. ASTM E 1512-93, Standard Test Methods for Testing Bond Performance of 4 Adhesive -Bonded Anchors, ASTM International 5 5. AC308; Acceptance Criteria for Post -Installed Anchors in Concrete Elements, 6 Latest revision. 7 6. SAE 316 Stainless Steel Grades 8 B. All equipment components and completed assemblies specified in this Section of the 9 Specifications, having a UL standard, shall bear the appropriate label of Underwriters 10 Laboratories. 11 1.5 QUALITY ASSURANCE 12 A. The manufacturer of these materials shall have produced similar electrical materials and 13 equipment for a minimum period of five (5) years. When requested by the 14 Owner/Engineer, an acceptable list of installations with similar equipment shall be 15 provided demonstrating compliance with this requirement. 16 1.6 JOBSITE DELIVERY, STORAGE AND HANDLING 17 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 18 requirements, and present to the Owner/Engineer upon delivery of the equipment, an 19 approved copy of all such submittals. Delivery of incomplete constructed equipment, 20 onsite factory work, or failed factory tests will not be permitted. 21 B. Materials shall be handled and stored in accordance with manufacturer's instructions. 22 C. Adhesive Anchor Systems. 23 1. Deliver materials undamaged in Manufacturer's clearly labeled, unopened 24 containers, identified with brand, type, and ICC-ES Evaluation Report number. 25 2. Coordinate delivery of materials with scheduled installation date, minimizing 26 storage time at job -site. 27 3. Store materials under cover and protect from weather and damage in compliance 28 with Manufacturer's requirements, including temperature restrictions. 29 4. Comply with recommended procedures, precautions or remedies described in 30 material safety data sheets as applicable. 31 5. Do not use damaged or expired materials. 32 6. Storage restrictions (temperature range) and expiration date must be supplied with 33 product 34 D. Metal Framing Systems 35 1. Material shall be new and unused, with no signs of damage from handling. 36 1.7 WARRANTY 37 A. The Manufacturer shall warrant the equipment to be free from defects in material and 38 workmanship for 1 year from date of final acceptance of the equipment. Within such 39 period of warranty, the Manufacturer shall promptly furnish all material and labor 40 necessary to return the equipment to new operating condition. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407050-3 INSTRUMENT SUPPORT HARDWARE Page 3 of 8 PART2- PRODUCTS 2 2.1 ANCHORING SYSTEMS 3 A. Acceptable Manufacturers 4 1. Subject to compliance with the Contract Documents, the following Manufacturers 5 are acceptable: 6 a. HILTI Kwik Bolt 3 7 b. Approved equal 8 2. The listing of specific manufacturers above does not imply acceptance of their 9 products that do not meet the specified ratings, features and functions. 10 Manufacturers listed above are not relieved from meeting these specifications in 11 their entirety. 12 B. Product Description 13 1. Torque controlled expansion anchor consisting of anchor body, expansion element 14 (wedges), washer and nut. Anchor shall be used for anchor sizes less than 3/8 inch. 15 2. All parts and materials shall be manufactured of 316 stainless steel and conform to 16 SAE 316 standards. 17 3. UL 203 Rated. 18 2.2 ADHESIVE ANCHORING SYSTEMS 19 A. Acceptable Manufacturers 20 1. Subject to compliance with the Contract Documents, the following Manufacturers 21 are acceptable: 22 a. HILTI HIT-RTZ with HIT-HY 200 MAX. 23 b. Approved equal 24 2. The listing of specific manufacturers above does not imply acceptance of their 25 products that do not meet the specified ratings, features and functions. 26 Manufacturers listed above are not relieved from meeting these specifications in 27 their entirety. 28 B. Product Description 29 1. Anchor body with helical cone shaped thread on the embedded end and standard 30 threads on the exposed end, with washer and nut, inserted into Injection adhesive. 31 Anchor shall be used for anchor sizes 3/8 inch and larger. 32 2. All parts and material shall be manufactured of 316 Stainless Steel and shall 33 conform to SAE 316 standards. 34 2.3 U -CHANNEL SUPPORT SYSTEMS 35 A. Acceptable Manufacturers 36 1. Subject to compliance with the Contract Documents, the following Manufacturers 37 are acceptable: 38 a. Tyco Unistrut 39 b. B -Line 40 c. Super -Strut 41 d. Approved equal CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407050-4 INSTRUMENT SUPPORT HARDWARE Page 4 of 8 1 2. The listing of specific manufacturers above does not imply acceptance of their 2 products that do not meet the specified ratings, features and functions. 3 Manufacturers listed above are not relieved from meeting these specifications in 4 their entirety. 5 B. Product Description 6 1. Metal framing system for use in the mounting or support of electrical systems, 7 panels and enclosures, and including lighting fixture supports, trapeze hangers and 8 conduit supports. 9 2. Components shall consist of telescoping channels, slotted back-to-back channels, 10 end clamps allthreads and conduit clamps. 11 3. Minimum sizes shall be 13/16" through 3-1/4" 12 4. Components shall be assembled by means of flat plate fittings, 90 -degree angle 13 fittings, braces, clevis fittings, U -fittings, Z -fittings, Wing -fittings, Post Bases, 14 channel nuts, washers, etc. 15 5. Field welding of components will not be permitted. 16 6. Unless otherwise specified or shown on the Drawings, all parts shall be 17 manufactured of 316 stainless steel and conform to SAE 316 standards. 18 7. Framing systems for chlorine and ammonia rooms shall be manufactured of 19 structural fiberglass. 20 2.4 INSTRUMENT FLOOR STANDS 21 A. Acceptable Manufacturers 22 1. Subject to compliance with the Contract Documents, the following Manufacturers 23 are acceptable: 24 a. O'Brien Saddlepak 25 b. Channel Track 26 c. Techline Manufacturing 27 d. Approved equal 28 2. The listing of specific manufacturers above does not imply acceptance of their 29 products that do not meet the specified ratings, features and functions. 30 Manufacturers listed above are not relieved from meeting these specifications in 31 their entirety. 32 B. Product Description 33 1. Floor mount pipe stand for use in the mounting or support of Instrumentation 34 Transmitters. 35 2. Stand shall consist of a 10 by 10 -inch base plate of 1/4 inch steel with a minimum 36 40 inch long 2 inch steel tube center welded with a minimum of two 8 inch long 37 gussets fully welded for maximum strength. The base plate shall have slotted 38 mounting holes near all four corners. 39 3. The stand shall be fully zinc metallized or hot dip galvanize coated. 40 4. Field welding of components will not be permitted. 41 2.5 INSTRUMENT SUNSHIELD 42 A. Acceptable Manufacturers 43 1. Subject to compliance with the Contract Documents, the following Manufacturers 44 are acceptable: CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407050-5 INSTRUMENT SUPPORT HARDWARE Page 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 a. International Metal Engineering Pte. Ltd b. O'BRIEN VIPAK c. Approved equal 2. The listing of specific manufacturers above does not imply acceptance of their products that do not meet the specified ratings, features and functions. Manufacturers listed above are not relieved from meeting these specifications in their entirety. B. Product Description 1. Pipe stand or structure mounted sunshield for use in the protection of instrumentation from direct sunlight. 2. Sunshield shall consist of a minimum 10 -inch overhang with a clear view of the instrument display and working space for service of the instrumentation without removal. The sunshield shall be made of 316 Stainless Steel unless otherwise shown on the drawings. All mounting hardware shall be furnished from 316 Stainless steel materials. Alternate materials if shown shall be Aluminum or fiberglass reinforced plastic with UV inhibitors. 3. All aluminum or stainless -steel Sunshields shall have all edges ground smooth without burs or sharp edges. 19 2.6 INSTRUMENT HEATTRACED ENCLOSURE 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A. Acceptable Manufacturers 1. Subject to compliance with the Contract Documents, the following Manufacturers are acceptable: a. O'BRIEN HEATPAK b. Approved equal 2. The listing of specific manufacturers above does not imply acceptance of their products that do not meet the specified ratings, features and functions. Manufacturers listed above are not relieved from meeting these specifications in their entirety. B. Product Description 1. Pipe stand or structure mounted heat traced enclosure for use in the protection of instrumentation from freezing. 2. Freeze protection shall consist of a nonmetallic insulated enclosure specifically designed for instrumentation transmitters and related appurtenances. 3. Enclosure will have easy opening luggage style latches made of stainless steel for easy access to the instrument. The internal portion of the enclosure will have an integral heater with thermostat and hat traced sensing tubing to the process connection. 38 2.7 INSTRUMENT TUBING AND FITTINGS 39 A. Acceptable Manufacturers 40 1. Subject to compliance with the Contract Documents, the following Manufacturers 41 are acceptable: 42 a. Tubing 43 1) Swagelok 44 2) Parker 45 3) Approved equal CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407050-6 INSTRUMENT SUPPORT HARDWARE Page 6 of 8 I b. Fittings 2 1) Swagelok 3 2) Parker 4 3) Approved equal 5 c. Valves 6 1) Whitney 7 2) Parker 8 3) Approved Equal 9 2. The listing of specific manufacturers above does not imply acceptance of their 10 products that do not meet the specified ratings, features and functions. 11 Manufacturers listed above are not relieved from meeting these specifications in 12 their entirety. 13 B. Product Description 14 1. All instrument air header and branch connections shall be 316 stainless steel 15 materials. 16 2. All instrument shut-off valves and associated fittings shall be supplied in 17 accordance with the piping specifications and all instrument installation details. 18 Fittings shall be 316 stainless steel. Valves shall be 316 stainless steel. 19 3. All instrument tubing shall be fully annealed ASTM A269 Seamless 316 grade free 20 of O.D. scratches and having the following dimensional characteristics as required 21 to fit the specific installation: 22 a. 1/4 -in to 1/2 -in O.D. x 0.035 wall thickness 23 b. 5/8 -in to 1 -in O.D. x 0.049 wall thickness 24 c. 1 -in O.D. x 0.065 wall thickness 25 d. 1 -1/4 -in O.D. x 0.065 wall thickness 26 e. 1 -1/2 -in O.D. x 0.083 wall thickness 27 f. 2 -in O.D. x 0.095 wall thickness 28 4. All process connections to instruments shall be annealed 1/2 -in O.D. stainless steel 29 tubing, Type 316. 30 5. All mounting hardware shall be provided of 316 Stainless steel. 31 6. All tubing shall be supported by stainless steel and installed as per manufacturer's 32 installation instructions. 33 2.8 STAINLESS TIES 34 A. Acceptable Manufacturers 35 1. Subject to compliance with the Contract Documents, the following Manufacturers 36 are acceptable: 37 a. PANDUIT 38 b. PHONIX CONTACT 39 c. Gardner Bender 40 d. Approved Equal 41 2. The listing of specific manufacturers above does not imply acceptance of their 42 products that do not meet the specified ratings, features and functions. 43 Manufacturers listed above are not relieved from meeting these specifications in 44 their entirety. 45 B. Product Description 46 1. Cable Ties for securing and supporting of flexible raceway and conductors. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407050-7 INSTRUMENT SUPPORT HARDWARE Page 7 of 8 1 2. Self-locking mechanism. 2 3. Material shall be 304 Stainless Steel unless otherwise directed as shown on the 3 drawings. 4 C. Locations for Use 5 1. Cable Ties of stainless steel to be used in wet environments, where exposed to 6 process, or when exposed to sunlight 7 2. Self-locking mechanism. 8 PART 3- EXECUTION 9 3.1 GENERAL 10 A. The Contractor shall install all equipment strictly in accordance with the manufacturer's 11 instructions and the Contract Drawings. 12 B. The location of all devices is shown, in general, on the Drawings and may be varied 13 within reasonable limits so as to avoid any piping or other obstruction without extra 14 cost, subject to the approval of the Owner. Coordinate the installation of the devices for 15 piping and equipment clearance. 16 C. No electrical equipment, Instrumentation or raceways shall be attached to or supported 17 from, sheet metal walls. 18 D. Install required safety labels. 19 3.2 FIELD QUALITY CONTROL 20 A. Inspect installed equipment for anchoring, alignment, grounding and physical damage. 21 B. Check tightness of all accessible electrical connections. Minimum acceptable values are 22 specified in manufacturer's instructions. 23 3.3 POST INSTALLED ANCHOR SYSTEMS 24 A. Prior to installation of the anchor systems, the hole shall be clean and dry in accordance 25 with the manufacturer's instructions. 26 3.4 CLEANING 27 A. Remove all rubbish and debris from inside and around the installation. Remove dirt, 28 dust, or concrete spatter from the interior and exterior of the equipment using brushes, 29 vacuum cleaner, or clean, lint free rags. Do not use compressed air. 30 END OF SECTION 31 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407050-8 INSTRUMENT SUPPORT HARDWARE Page 8 of 8 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407200-1 LEVEL MEASUREMENT Page 1 of 4 1 SECTION 40 72 00 2 LEVEL MEASUREMENT 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 A. Furnish, install and test all level measurement, level control devices and appurtenances, 6 as shown on the Drawings, specified in the Related Work Sections and Divisions, and 7 as specified herein. 8 B. Level equipment, specified in other Divisions, shall be manufactured in accordance 9 with this Section, and submitted as a part of the equipment specified in other Divisions. 10 1.2 RELATED WORK 11 A. No references are made to any other section which may contain work related to any 12 other section. The Contract Documents shall be taken as a whole with every section 13 related to every other section as required to meet the requirements specified. The 14 organization of the Contract Documents into specification divisions and sections is for 15 organization of the documents themselves and does not relate to the division of 16 suppliers or labor which the Contractor may choose to employ in the execution of the 17 Contract. Where references are made to other Sections and other Divisions of the 18 Specifications, the Contractor shall provide such information or additional work as may 19 be required in those references and include such information or work as may be 20 specified. 21 1.3 SUBMITTALS 22 A. Submit catalog data for all items supplied from this specification Section as applicable. 23 Submittal shall include catalog data, functions, ratings, inputs, outputs, displays, etc., 24 sufficient to confirm that the meter or relay provides every specified requirement. Any 25 options or exceptions shall be clearly indicated. 26 B. Submittals for equipment specified herein, for other Sections or Divisions, shall be 27 made as a part of equipment submittals furnished under other Sections or Divisions. 28 C. Installation experience documentation shall be submitted for approval with the Section 29 Equipment Submittal 30 D. Operation and Maintenance Manuals. 31 1. Operation and Maintenance manuals shall be constructed in accordance with 32 Division 1 and shall include the following information: 33 a. Manufacturer's contact address and telephone number for parts and service. 34 b. Instruction books and/or leaflets 35 c. Recommended renewal parts list 36 d. Record Documents for the information required by the Submittals above. 37 1.4 REFERENCE CODES AND STANDARDS 38 A. The equipment in this specification shall be designed and manufactured according to 39 latest revision of the following standards (unless otherwise noted): 40 1. National Electrical Safety Code (NESC) CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407200-2 LEVEL MEASUREMENT Page 2 of 4 1 2. Occupational Safety and Health Administration (OSHA) 2 3. National Fire Protection Association (NFPA) 3 4. National Electrical Manufacturers Association (NEMA) 4 5. American National Standards Institute (ANSI) 5 6. Insulated Cable Engineers Association (ICEA) 6 7. Instrumentation Society of Automation (ISA) 7 8. Underwriters Laboratories (UL) 8 9. UL 508, the Standard of Safety for Industrial Control Equipment 9 10. UL 508A, the Standard of Safety for Industrial Control Panels 10 11. UL 50, the Standard of Safety for Enclosures for Electrical Equipment. 11 12. NFPA 79, Electrical Standard for Industrial Machinery 12 13. Factory Mutual (FM) 13 14. All equipment and installations shall satisfy applicable Federal, State, and local 14 codes. 15 1.5 QUALITY ASSURANCE 16 A. The manufacturer of this equipment shall have produced similar instrumentation 17 equipment for a minimum period of five (5) years. When requested by the 18 Owner/Engineer, an acceptable list of installations with similar equipment shall be 19 provided demonstrating compliance with this requirement. 20 B. Equipment submitted shall fit within the space or location shown on the Drawings. 21 Equipment which does not fit within the space or location is not acceptable. 22 C. For the equipment specified herein, the manufacturer shall be ISO 9001 2000 certified. 23 1.6 WARRANTY 24 A. The Manufacturer shall warrant the equipment to be free from defects in material and 25 workmanship for two (2) years from date of acceptance of the equipment containing the 26 items specified in this Section. Within such period of warranty, the Manufacturer shall 27 promptly furnish all material and labor necessary to return the equipment to new 28 operating condition. Any warranty work requiring shipping or transporting of the 29 equipment shall be performed by the Contractor at no expense to the Owner. 30 PART 2- PRODUCTS 31 2.1 FLOAT TYPE LEVEL SWITCHES 32 A. Subject to compliance with the Contract Documents, the following Manufacturers are 33 acceptable: 34 1. Contegra FS -90 35 2. Flygt Model ENM-10. 36 3. Endress+Hauser FTS20 37 B. The listing of specific manufacturers above does not imply acceptance of their products 38 that do not meet the specified ratings, features and functions. Manufacturers listed 39 above are not relieved from meeting these specifications in their entirety. 40 C. General CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CTTY PROJECT NO. 104489-2 407200-3 LEVEL MEASUREMENT Page 3 of 4 1 1. Provide sufficient lengths of Manufacturer's specialty cables for installation of 2 power and signal conductors as provided with each instrument. 3 D. Type: 4 1. The switch assembly shall be weighted and suspended on its own cable. 5 E. Function/Performance: 6 1. Temperature Rating: 0-50 degrees C. 7 2. Contact Rating: Up to 150V AC/DC and I amps AC, 1 amps DC. 8 3. Contact Arrangement: Form C contact which is field selectable normally open or 9 closed. 10 F. Physical: 11 1. Contact: Sealed mercury free switch housed in a chemical -resistant polypropylene 12 or Stainless -Steel casing. 13 2. Switch shall have a rating for the area in which it is installed. 14 3. Flexible Support Cable: Synthetic four wire cable, minimum 19 AWG wire. 15 4. Specific Gravity: Match to fluid being measured. 16 G. Power Requirements 17 1. None 18 H. Required Options/Accessories 19 1. Provide flexible support cable of sufficient length to ensure no splice or connection 20 is required in the wet well. 21 2. Provide junction box rated for the area in which it is installed. 22 3. Provide stainless steel supports/mounting accessories as required. 23 I. Installation 24 1. Provide All Hardware from the manufacture for the installation as described and 25 shown on the plans. 26 2. Provide stainless steel wire ties for all cables within the wet well area or exposed to 27 outdoor environments. 28 PART 3- EXECUTION 29 3.1 INSTALLER'S QUALIFICATIONS 30 A. Installer shall be specialized in installing this type of equipment with minimum 5 years 31 documented experience 32 3.2 EXAMINATION 33 A. Examine installation area to assure there is enough clearance to install the equipment. 34 B. Verify that the equipment is ready to install. 35 C. Verify field measurements are as instructed by the manufacturer. 36 3.3 INSTALLATION 37 A. The Contractor shall install all equipment per the manufacturer's recommendations and 38 Contract Drawings. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CTTY PROJECT NO. 104489-2 407200-4 LEVEL MEASUREMENT Page 4 of 4 I B. All process connections shall be 316 stainless steel tubing, 3/8" minimum, unless 2 otherwise shown on the Drawings. Fittings shall be of the compression type, 316 3 stainless steel. 4 C. All conduit entries into the instruments shall use hubs of watertight, threaded 5 aluminum, insulated throat, stainless steel grounding screw, as manufactured by T&B 6 H150GRA Series, or equal. 7 D. Install stainless steel instrument labels with instrument ID, secured with safety wire. 8 E. All non -loop powered instrument transmitters shall have an approved disconnecting 9 means for power mounted within reach of the transmitter. 10 3.4 RACEWAY SEALING 11 A. Where raceways enter terminal boxes, junction boxes, or instrumentation equipment, all 12 entrances shall be sealed with 3M I000NS Watertight Sealant or approved equal. 13 3.5 FIELD QUALITY CONTROL 14 A. Inspect installed equipment for anchoring, alignment, grounding and physical damage. 15 B. Check tightness of all accessible electrical connections. Minimum acceptable values 16 shall be specified in the manufacturer's instructions. 17 3.6 FIELD ADJUSTING 18 A. Adjust all equipment for proper range and field conditions, as described in the 19 manufacturer's instructions. 20 B. Any field adjustments, required for proper system operation, shall be included in the 21 Final O&M. 22 3.7 FIELD TESTING 23 A. Perform all electrical field tests recommended by the manufacturer. 24 B. Test each interlock system for proper functioning. 25 C. Test all control logic for proper operation. 26 3.8 CLEANING 27 A. Remove all rubbish and debris from inside and around the equipment. Remove dirt, 28 dust, or concrete spatter from the interior and exterior of the equipment using brushes, 29 vacuum cleaner, or clean, lint free rags. Do not use compressed air. 30 3.9 EQUIPMENT PROTECTION AND RESTORATION 31 A. Touch-up and restore damaged surfaces to factory finish, as approved by the 32 manufacturer. If the damaged surface cannot be returned to factory specification, the 33 surface shall be replaced. 34 END OF SECTION CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407300-1 PRESSURE MEASUREMENT Page 1 of 6 2 3 PART1- GENERAL 4 1.1 SCOPE OF WORK SECTION 40 73 00 PRESSURE MEASUREMENT 5 A. Furnish, install and test all pressure measurements, pressure control devices and 6 appurtenances, as shown on the Drawings, specified in the Related Work Sections and 7 Divisions, and as specified herein. 8 B. Pressure equipment, specified in other Divisions, shall be manufactured in accordance 9 with this Section, and submitted as a part of the equipment specified in other Divisions. 10 1.2 RELATED WORK 11 A. No references are made to any other section which may contain work related to any 12 other section. The Contract Documents shall be taken as a whole with every section 13 related to every other section as required to meet the requirements specified. The 14 organization of the Contract Documents into specification divisions and sections is for 15 organization of the documents themselves and does not relate to the division of 16 suppliers or labor which the Contractor may choose to employ in the execution of the 17 Contract. Where references are made to other Sections and other Divisions of the 18 Specifications, the Contractor shall provide such information or additional work as may 19 be required in those references and include such information or work as may be 20 specified. 21 1.3 SUBMITTALS 22 A. Submit catalog data for all items supplied from this specification Section as applicable. 23 The Submittal shall include catalog data, functions, ratings, inputs, outputs, displays, 24 etc., sufficient to confirm that the meter or relay provides every specified requirement. 25 Any options or exceptions shall be clearly indicated. 26 B. Submittals for equipment specified herein, for other Sections or Divisions, shall be 27 made as a part of equipment submittals furnished under other Sections or Divisions. 28 C. Installation experience documentation shall be submitted for approval with the Section 29 Equipment Submittal 30 D. Operation and Maintenance Manuals. 31 1. Operation and Maintenance manuals shall be constructed in accordance with 32 Division 1 and shall include the following information: 33 a. Manufacturer's contact address and telephone number for parts and service. 34 b. Instruction books and/or leaflets 35 c. Recommended renewal parts list 36 d. Record Documents for the information required by the Submittals above. 37 1.4 REFERENCE CODES AND STANDARDS 38 A. The equipment in this specification shall be designed and manufactured according to 39 the latest revision of the following standards (unless otherwise noted): 40 1. ANSI B40.1 Pressure Gauges CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407300-2 PRESSURE MEASUREMENT Page 2 of 6 1 2. ASME PTC 19.2 Pressure Measurement 2 3. ANSI B88.1 Pressure Transducers Calibration 3 4. ISA S37.6Strain Gage Transducers Potentiometric 4 5. ISA S37.3 5 Vacuum Gauges 5 6. IEC 79-10 Intrinsically Safe Circuits 6 7. IEC 79-3 7 8. 913 Electrical Instruments in Hazardous Atmospheres 8 B. All meters, relays and associated equipment shall comply with the requirements of the 9 National Electric Code and Underwriters Laboratories (UL) where applicable. 10 C. Each specified device shall also conform to the standards and codes listed in the 11 individual device paragraphs. 12 1.5 QUALITY ASSURANCE 13 A. The manufacturer of this equipment shall have produced similar instrumentation 14 equipment for a minimum period of five (5) years. When requested by the 15 Owner/Engineer, an acceptable list of installations with similar equipment shall be 16 provided demonstrating compliance with this requirement. 17 B. Equipment submitted shall fit within the space or location shown on the Drawings. 18 Equipment which does not fit within the space or location is not acceptable. 19 C. For the equipment specified herein, the manufacturer shall be ISO 9001 2000 certified. 20 1.6 WARRANTY 21 A. The Manufacturer shall warrant the equipment to be free from defects in material and 22 workmanship for two years from date of acceptance of the equipment containing the 23 items specified in this Section. Within such period of warranty, the Manufacturer shall 24 promptly furnish all material and labor necessary to return the equipment to new 25 operating condition. Any warranty work requiring shipping or transporting of the 26 equipment shall be performed by the Contractor at no expense to the Owner. 27 PART 2- PRODUCTS 28 2.1 PRESSURE TRANSMITTERS 29 A. Subject to compliance with the Contract Documents, the following Manufacturers are 30 acceptable: 31 1. Rosemount 3051 32 B. The listing of specific manufacturers above does not imply acceptance of their products 33 that do not meet the specified ratings, features and functions. Manufacturers listed 34 above are not relieved from meeting these specifications in their entirety. 35 C. General 36 1. Provide surge protection for each instrument. 37 D. Type 38 1. Microprocessor based intelligent type, diaphragm actuated. 39 2. The instrument shall measure gage pressure. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407300-3 PRESSURE MEASUREMENT Page 3 of 6 1 E. Function/Performance 2 1. Accuracy: Plus or minus 0.1 percent of calibrated span. 3 2. Over Range Protection: Provide positive over range protection to maximum process 4 pressure. 5 3. RFI Protection: 0. I percent error between 27 and 500 MHZ at 20 v/m field 6 intensity. 7 4. Output: 4-20 mA 8 5. Stability: Combined temperature effects shall be less than 0.2 percent of maximum 9 span per 50 degrees F temperature change. 10 F. Physical 11 1. Electrical Classification: Intrinsically safe or explosion proof for Class I and Class 12 II, Division I locations. 13 2. Enclosure: Rated NEMA 4X. 14 3. Diaphragm Sensor Material: 316 Stainless Steel alloy or Hastelloy C. 15 4. Sensor Fill Fluid: Shall be suitable for the process fluid being measured. When 16 used for chemical metering service, the fill fluid shall be rated for the chemical 17 being measured. 18 G. Power Requirements 19 1. Loop powered two wire type 20 H. Required Options/Accessories 21 1. If required to meet the range or suppression/elevation requirements, the Contractor 22 shall supply a differential pressure transmitter. 23 2. Provide a shutoff valve and mounting bracket for each transmitter. 24 3. Provide an integral indicator scaled in engineering units. 25 2.2 MANIFOLDS 26 A. Subject to compliance with the Contract Documents, the following Manufacturers are 27 acceptable: 28 1. D/A Manufacturing Model GP5TC 29 2. Parker H Series 30 3. Swagelok 31 B. The listing of specific manufacturers above does not imply acceptance of their products 32 that do not meet the specified ratings, features and functions. Manufacturers listed 33 above are not relieved from meeting these specifications in their entirety. 34 C. General 35 1. Provide fully machined surfaces. 36 D. Type 37 1. Type as shown on Drawings or specified else ware. 38 E. Functions/Performance 39 1. Five or three valve, as shown or specified else ware. 40 F. Physical 41 1. Manifold shall be of 316 stainless steel. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CTTY PROJECT NO. 104489-2 407300-4 PRESSURE MEASUREMENT Page 4 of 6 1 2. Flanged or Trans -mount as shown on the Drawings. 2 G. Power Requirements 3 1. None 4 PART 3- EXECUTION 5 3.1 INSTALLER'S QUALIFICATIONS 6 A. Installer shall be specialized in installing this type of equipment with minimum 5 years 7 documented experience 8 3.2 EXAMINATION 9 A. Examine installation area to assure there is enough clearance to install the equipment. 10 B. Verify that the equipment is ready to install. 11 C. Verify field measurements are as instructed by the manufacturer. 12 3.3 INSTALLATION 13 A. The Contractor shall install all equipment per the manufacturer's recommendations and 14 Contract Drawings. 15 B. All process connections shall be 316 stainless steel tubing, 3/8" minimum, unless 16 otherwise shown on the Drawings. Fittings shall be of the compression type, 316 17 stainless steel. 18 C. All conduit entries into the instruments shall use hubs of watertight, threaded 19 aluminum, insulated throat, stainless steel grounding screw, as manufactured by T&B 20 H150GRA Series, or equal. 21 D. Install stainless steel instrument labels with instrument ID, secured with safety wire. 22 3.4 RACEWAY SEALING 23 A. Where raceways enter instrumentation equipment, all entrances shall be sealed with 3M 24 1000NS Watertight Sealant or approved equal. 25 3.5 FIELD QUALITY CONTROL 26 A. Inspect equipment installed for anchoring, alignment, grounding and physical damage. 27 B. Check tightness of all accessible electrical connections. Minimum acceptable values 28 shall be specified in the manufacturer's instructions. 29 3.6 FIELD ADJUSTING 30 A. Adjust all equipment for proper range and field conditions, as described in the 31 manufacturer's instructions. 32 B. Any field adjustments, required for proper system operation, shall be included in the 33 Final O&M. 34 3.7 FIELD TESTING 35 A. Perform all electrical field tests recommended by the manufacturer. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407300-5 PRESSURE MEASUREMENT Page 5 of 6 1 3.8 CLEANING 2 A. Remove all rubbish and debris from inside and around the equipment. Remove dirt, 3 dust, or concrete spatter from the interior and exterior of the equipment using brushes, 4 vacuum cleaner, or clean, lint free rags. Do not use compressed air. 5 3.9 EQUIPMENT PROTECTION AND RESTORATION 6 A. Touch-up and restore damaged surfaces to factory finish, as approved by the 7 manufacturer. If the damaged surface cannot be returned to factory specification, the 8 surface shall be replaced. 9 END OF SECTION 10 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407300-6 PRESSURE MEASUREMENT Page 6 of 6 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407800-1 PANEL MOUNTED CONTROL DEVICES Page 1 of 10 1 SECTION 40 78 00 2 PANEL MOUNTED CONTROL DEVICES 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 A. This Section of the Specifications describes the requirements for panel mounted 6 equipment to be furnished under other Sections of the Specifications as listed in the 7 Related Work paragraph of this Section. 8 B. All equipment described herein shall be submitted and furnished as an integral part of 9 equipment specified elsewhere in these Specifications. 10 1.2 RELATED WORK 11 A. No references are made to any other section which may contain work related to any 12 other section. The Contract Documents shall be taken as a whole with every section 13 related to every other section as required to meet the requirements specified. The 14 organization of the Contract Documents into specification divisions and sections is for 15 organization of the documents themselves and does not relate to the division of 16 suppliers or labor which the Contractor may choose to employ in the execution of the 17 Contract. Where references are made to other Sections and other Divisions of the 18 Specifications, the Contractor shall provide such information or additional work as may 19 be required in those references and include such information or work as may be 20 specified. 21 1.3 SUBMITTALS 22 A. Submittals for equipment specified herein shall be made as a part of equipment 23 furnished under other Sections. Individual submittals for equipment specified herein 24 will not be accepted and will be returned un-reviewed. 25 B. Submit catalog data for all items supplied from this specification section as applicable 26 with the control panel submittal as referenced in the related work paragraph. Submittal 27 shall include catalog data, functions, ratings, inputs, outputs, displays, etc., sufficient to 28 confirm that the devices provide every specified requirement. Any options or 29 exceptions shall be clearly indicated. 30 1.4 REFERENCE CODES AND STANDARDS 31 A. The equipment in this specification shall be designed and manufactured according to 32 latest revision of the following standards (unless otherwise noted): 33 1. NEMA/ISCI 109 Transient Over Voltage Withstand Test 34 2. IEEE Std. 472/ANSI C37.90.2 Withstand Capability of Relay Systems to Radiated 35 Electromagnetic Interference from Transceivers. 36 3. IEC 255.4 Surge Withstand Capability Tests 37 4. NEMA/ICS 1 General Standard for Industrial Control Systems. 38 5. NEMA/ICS 4 Terminal Blocks for Industrial Use. 39 6. NEMA/ICS 6 Enclosures for Industrial Control Systems. 40 7. NEMA LS 1 Low Voltage Surge Protective Devices. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 407800-2 PANEL MOUNTED CONTROL DEVICES Page 2 of 10 1 8. UL 1449 Third Edition — Surge Protective Devices 2 B. All equipment shall comply with the requirements of the National Electric Code and 3 Underwriters Laboratories (UL) where applicable. 4 C. Each specified device shall also conform to the standards and codes listed in the 5 individual device paragraphs. 6 1.5 QUALITY ASSURANCE 7 A. The manufacturer of this equipment shall have produced similar electrical equipment 8 for a minimum period of five (5) years. When requested by the Owner/Engineer, an 9 acceptable list of installations with similar equipment shall be provided demonstrating 10 compliance with this requirement. 11 B. Equipment submitted shall fit within the space or location shown on the Drawings. 12 Equipment which does not fit within the space or location is not acceptable. 13 C. For the equipment specified herein, the manufacturer shall be ISO 9001 2000 certified. 14 1.6 WARRANTY 15 A. The Manufacturer shall warrant the specified equipment to be free from defects in 16 material and workmanship for one (1) year from date of acceptance of the assembly 17 containing the items specified in this Section. Within such period of warranty, the 18 Manufacturer shall promptly furnish all material and labor necessary to return the 19 equipment to new operating condition. Any warranty work requiring shipping or 20 transporting of the equipment shall be performed by the Contractor at no expense to the 21 Owner. 22 PART 2- PRODUCTS 23 2.1 MODE SELECTOR SWITCHES, PUSHBUTTONS AND INDICATING LAMPS 24 A. Subject to compliance with the Contract Documents, the following Manufacturers are 25 acceptable: 26 1. Allen Bradley 27 2. Cutler Hammer 28 3. GE 29 4. Square D 30 B. The listing of specific manufacturers above does not imply acceptance of their products 31 that do not meet the specified ratings, features and functions. Manufacturers listed 32 above are not relieved from meeting these specifications in their entirety. 33 C. Construction 34 1. 30mm Diameter 35 2. Corrosion resistant 36 3. NEMA 4/4X/13 without booted covers 37 4. "Finger safe" contact blocks, 10A rating 38 5. Function indicating colors per NFPA 79 unless otherwise shown on the Drawings. 39 6. Engraved corrosion resistant nameplates 40 7. LED lamps CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 407800-3 PANEL MOUNTED CONTROL DEVICES Page 3 of 10 1 8. Mode selector switches shall have 1 spare set auxiliary contacts. 2 9. Indicator lights to be Push -to -Test 3 10. Potentiometer ratings to match 11O devices connected 4 2.2 TERMINAL BLOCKS 5 A. Subject to compliance with the Contract Documents, the following Manufacturers are 6 acceptable: 7 1. Phoenix Contact 8 2. Entrelec 9 3. Weidmuller 10 4. Allen Bradley 11 B. The listing of specific manufacturers above does not imply acceptance of their products 12 that do not meet the specified ratings, features and functions. Manufacturers listed 13 above are not relieved from meeting these specifications in their entirety. 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 C. Terminal Blocks 1. Terminal blocks shall be DIN -rail -mounted one-piece molded plastic blocks with tubular -clamp -screw type, with end barriers, dual side terminal block numbers and terminal group identifiers. Terminal blocks shall be rated for 600 volts except for control and instrumentation circuits, or 4-20 mA analog signal conductors. 2. Provide 600 volt rated terminal blocks for any conductor carrying any voltage over 120 volts to ground. 3. Provide 600 volt rated strap screw terminal blocks for any power conductors carrying over 20 amps, at any voltage. Terminals shall be double sided and supplied with removable covers to prevent accidental contact with live circuits. 4. Power conductors carrying over 20 amps, at any voltage shall be terminated to strap -screw type terminal blocks with crimp type, pre -insulated, ring -tongue lugs. Lugs shall be of the appropriate size for the terminal block screws and for the number and size of the wires terminated. Do not terminate more than one conductor in any lug, and do not land more than two conductors under any strap - screw terminal point. 5. Terminals shall have permanent, legible identification, clearly visible with the protective cover removed. Each terminal block shall have 20 percent spare terminals, but not less than two spare terminals. 6. Do not land more than two conductors per terminal point. Use the manufacturer's provided bridge connectors to interconnect terminal blocks terminating common or ground conductors. 7. Twisted shielded pair or triad cables shall have each individual conductor and shield drain wire landed on individual terminal blocks. Use the manufacturer's provided bridge connectors to interconnect terminal blocks terminating the shield drain wire conductors. 8. Control circuits, 120 volts and below, and 4-20 mA analog signal conductors shall be terminated with manufacturer's recommended ferrules. Ferrules shall be provided with plastic sleeves. 9. Provide an AC ground bar bonded to the panel enclosure, if metal, with 20 percent spare terminals. 10. Provided ground terminal blocks for each twisted -shielded pair drain wire. CITY OF FORT WORTH ADDENDUM NO. 1 SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 407800-4 PANEL MOUNTED CONTROL DEVICES Page 4 of 10 1 2.3 WIRE TROUGHS 2 A. Subject to compliance with the Contract Documents, the following Manufacturers are 3 acceptable: 4 1. Panduit 5 2. Taylor 6 3. Approved equal 7 B. The listing of specific manufacturers above does not imply acceptance of their products 8 that do not meet the specified ratings, features and functions. Manufacturers listed 9 above are not relieved from meeting these specifications in their entirety. 10 C. All wiring shall be enclosed in PVC wire trough with slotted side openings and 11 removable cover. Plan wire routing such that no low voltage twisted shielded pair cable 12 conducting analog 4-20 mA signals or communications low voltage analog signals are 13 routed in the same wire trough as conductors carrying discrete signals or power 14 2.4 DIN RAILS 15 A. Subject to compliance with the Contract Documents, the following Manufacturers are 16 acceptable: 17 1. Phoenix Contact 18 2. Entrelec 19 3. Weidmuller 20 4. Allen Bradley 21 B. The listing of specific manufacturers above does not imply acceptance of their products 22 that do not meet the specified ratings, features and functions. Manufacturers listed 23 above are not relieved from meeting these specifications in their entirety. 24 C. Standard 35 mm rails shall be made of steel zinc -plated and chromated. Rails shall be 25 7.5 mm tall minimum and meet standard EN 60715: 2001. 26 2.5 SIGNAL ISOLATORS, BOOSTERS, CONVERTERS 27 A. Subject to compliance with the Contract Documents, the following Manufacturers are 28 acceptable: 29 1. Phoenix Contact 30 2. Acromag Inc. 31 3. Moore Industries 32 B. The listing of specific manufacturers above does not imply acceptance of their products 33 that do not meet the specified ratings, features and functions. Manufacturers listed 34 above are not relieved from meeting these specifications in their entirety. 35 1. Type: 36 a. Externally powered solid-state electronic type. Loop powered devices are not 37 acceptable. 38 2. FunctionallPerformance: 39 a. Accuracy - 0.15 percent. 40 b. Inputs - Current, voltage, frequency, temperature, or resistance as required. 41 c. Outputs - Current or voltage as required. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 407800-5 PANEL MOUNTED CONTROL DEVICES Page 5 of 10 1 d. Isolation - There shall be complete isolation between input circuitry, output 2 circuitry, and the power supply. 3 e. Adjustments - Zero and span adjustment shall be provided. 4 f. Protection - Provide RFI protection. 5 g. 24 Volt DC power input. 6 3. Physical: 7 a. Mounting - Suitable for DIN Rail mounting in an enclosure or instrument rack. 8 4. Options/Accessories Required: 9 a. Mounting rack or general-purpose enclosure as required. 10 2.6 PANEL DISPLAYS 11 A. Subject to compliance with the Contract Documents, the following Manufacturers are 12 acceptable: 13 1. Precision Digital 14 2. Red Lion 15 3. Moore Industries 16 B. The listing of specific manufacturers above does not imply acceptance of their products 17 that do not meet the specified ratings, features and functions. Manufacturers listed 18 above are not relieved from meeting these specifications in their entirety. 19 C. Displays shall be as shown on the Drawings or where otherwise specified. 20 D. Design and fabrication: 21 1. 4-20 mA, ± 10 V, TC & RTD Inputs 22 2. Rating: NEMA 4X, IP65 without the use of a separate cover. 23 3. Shallow Depth Case 3.6" Behind Panel 24 4. Power Supply: 85-265 VAC 25 5. Optional features to be supplied: two relays providing form A contacts, software 26 settable at independent values. 27 6. Output: analog 4-20 mA 28 7. Display: minimum digit height of 2.5 inches; sunlight readable 29 2.7 RELAYS AND TIMERS 30 A. Subject to compliance with the Contract Documents, the following Manufacturers are 31 acceptable: 32 1. Square D 33 2. IDEC 34 3. Potter -Broomfield. 35 4. Allen-Bradley 36 B. The listing of specific manufacturers above does not imply acceptance of their products 37 that do not meet the specified ratings, features and functions. Manufacturers listed 38 above are not relieved from meeting these specifications in their entirety. 39 C. Type: 40 1. Relays shall be double pole, double throw (form C) except PLC/RTU 11O buffer 41 relays which shall be single pole, (form C), spade plug in type with a transparent 42 dust cover. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 407800-6 PANEL MOUNTED CONTROL DEVICES Page 6 of 10 1 2. Units shall be of the general-purpose plug-in type. 2 D. Functional/Performance: 3 1. Coil voltage shall match supply voltage. 4 2. Contact arrangement/function shall be as required to meet the specified control 5 function. 6 3. Mechanical life expectancy shall be more than 10,000,000 cycles. 7 4. Duty cycle shall be rated for continuous operation. 8 6. Solid state time delays when specified and/or required for intended functionality to 9 be provided with polarity protection (DC units) and transient protection. 10 7. Time delay units shall be adjustable and available in ranges from .1 second to 4.5 11 hours. 12 8. Plug-in general-purpose relay. 13 9. Blade connector type. 14 11. Relay sockets are DIN rail mounted. 15 12. Internal neon or LED indicator is lit when coil is energized. 16 13. Clear polycarbonate dust cover with clip fastener. 17 14. Operating temperature: -20 to +150 Deg F. 18 15. UL listed or recognized. 19 E. Ratings: 20 1. For 120VAC service provide contacts rated 10 amps at 120VAC, for 24VDC 21 service provide contacts rated 5 amps at 28VDC, for electronic (milliamp/ 22 millivolt) switching applicator provide gold plated contacts rated for electronic 23 service. 24 2. For PLC/RTU input buffer relays, provided a minimum of 5 -amp contact rating. 25 For all PLC/RTU output buffer relays, provided minimum 8 amps inductive load 26 rated contacts. 27 3. Where PLC/RTU input/output buffer relays are a space constraint Crydom Series 28 One DR optically isolated solid-state relays can be proposed. 29 F. Physical 30 1. DIN Rail mounting base 31 2. Screw Terminals 32 G. Options/Accessories Required: 33 1. Provide mounting sockets with pressure -type terminal blocks rated 300 volts and 10 34 amps minimum. 35 2. Provide mounting rails/holders as required. 36 2.8 ANALOG SIGNAL SURGE PROTECTORS (SPDS) 37 A. Subject to compliance with the Contract Documents, the following Manufacturers are 38 acceptable: 39 1. AGM Electronics 40 2. Acromag Inc. 41 3. Moore Industries 42 4. Phoenix Contact CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 407800-7 PANEL MOUNTED CONTROL DEVICES Page 7 of 10 1 5. Emerson EDCO 2 B. The listing of specific manufacturers above does not imply acceptance of their products 3 that do not meet the specified ratings, features and functions. Manufacturers listed 4 above are not relieved from meeting these specifications in their entirety. 5 C. Type: 6 1. DIN Rail mounting for control and termination panels. 7 2. For loop powered transmitters provided pipe nipple style mounting at the 8 transmitter. 9 D. Minimum Ratings: 10 1. Peak Surge Current 10 kA 11 2. Response Time <5 Nanoseconds 12 3. Voltage Clamp >26 Volts 13 2.9 POWER SUPPLIES 14 A. Subject to compliance with the Contract Documents, the following Manufacturers are 15 acceptable: 16 1. Phoenix Contact 17 B. The listing of specific manufacturers above does not imply acceptance of their products 18 that do not meet the specified ratings, features and functions. Manufacturers listed 19 above are not relieved from meeting these specifications in their entirety. 20 C. Design and fabrication 21 1. Converts 120 VAC input to DC power at required voltage. 22 2. Sized as required by the load. Minimum 2.4 Amp output 23 3. AC input: 120 VAC +10 percent -13 percent; 47 to 63 HZ. 24 4. Provision for output failure alarm contact. 25 5. DIN rail mounting. 26 6. All Power Supplies shall be redundant pairs. 27 2.10 CONTROL POWER TRANSFORMERS 28 A. Subject to compliance with the Contract Documents, the following Manufacturers are 29 acceptable: 30 1. Allen Bradley 31 2. General Electric 32 3. Cutler Hammer 33 4. Square D 34 B. The listing of specific manufacturers above does not imply acceptance of their products 35 that do not meet the specified ratings, features and functions. Manufacturers listed 36 above are not relieved from meeting these specifications in their entirety. 37 C. Control Power Transformers 38 1. Control power transformers shall be provided where shown on the Drawings. 39 Transformer shall be sized for all the load, including space heaters, plus 25% spare 40 capacity, and shall be not less than 100VA. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 407800-8 PANEL MOUNTED CONTROL DEVICES Page 8 of 10 1 2. Transformer mechanical ratings shall equal the short circuit rating of the circuit 2 breaker or MCP. 3 3. Control power transformers shall be 120 volts grounded secondary. Primary side of 4 the transformer shall be fused in both legs. One leg of the transformer secondary 5 shall be solidly grounded while the other leg shall be fused. 6 4. All control power transformers shall have vacuum cast primary and secondary coils 7 using epoxy resin. 8 2.11 UPS 9 A. Subject to compliance with the Contract Documents, the following Manufacturers are 10 acceptable: 11 1. Phoenix Contact Quint Series DC UPS 12 2. No Equal 13 B. The listing of specific manufacturers above does not imply acceptance of their products 14 that do not meet the specified ratings, features and functions. Manufacturers listed 15 above are not relieved from meeting these specifications in their entirety. 16 C. Design and fabrication 17 1. The UPS to sized based on the total system load to run with both power supplies in 18 a failed state for a minimum of 12 hours. 19 2. Provide an external maintenance bypass switch with auxiliary contacts for each 20 UPS supplied. The switch shall transfer power without interrupting the load 21 utilizing make before brake contacts. The switch shall provide auxiliary contact to 22 monitor switch position. 23 a. Maintenance switch as manufactured by Control Switches International N 24 series, Electroswitch, or approved equal. 25 b. Contacts rated for 120 volts AC and 10 amperes minimum. 26 2.12 TEMPERATURE SWITCH DIN RAIL MOUNTED 27 A. Subject to compliance with the Contract Documents, the following Manufacturers are 28 acceptable: 29 1. Pentair 30 2. Hammond 31 3. Mean Well 32 4. Approved Equal 33 B. The listing of specific manufacturers above does not imply acceptance of their products 34 that do not meet the specified ratings, features and functions. Manufacturers listed 35 above are not relieved from meeting these specifications in their entirety. 36 C. Design and fabrication 37 1. Contact Rating: 120VAC, 10 Amp normally closed for high temperature detection 38 use, normally open for heating/condensate control use 39 2. Adjustable range minimum 32 — 100 degrees F 40 3. Terminals for 14 AWG conductors. 41 4. DIN rail mounting CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 407800-9 PANEL MOUNTED CONTROL DEVICES Page 9 of 10 2.13 PANEL INTRUSION SWITCH 2 A. Acceptable Manufacturers 3 1. Subject to compliance with the Contract Documents, the following Manufacturers 4 are acceptable: 5 a. Invent Hoffman ALFSWD 6 b. Approved equal 7 2. The listing of specific manufacturers above does not imply acceptance of their 8 products that do not meet the specified ratings, features and functions. 9 Manufacturers listed above are not relieved from meeting these specifications in 10 their entirety. 11 B. Product Description 12 1. The contact rated a minimum of 1 -amp 24VDC / 120 VAC. 13 2. Mounting hardware shall be stainless or galvanized steel for attachment to the inner 14 lip of the panel door frame. 15 3. Contact opens when door is not fully closed. 16 2.14 NAMEPLATES 17 A. Furnish nameplates for each device as indicated in Drawings. Nameplates shall be 18 engraved, laminated impact acrylic, matte finish, black lettering on a white background, 19 not less than 1/16 -in thick by 1/2 -in by 1 -1/2 -in, Rowmark NoMark Plus or equal, 20 Nameplates shall be attached to the backplate with double faced adhesive strips, TESA 21 TUFF TAPE 4970, .009 X 1/2", no equal. Prior to installing the nameplates, the metal 22 surface shall be thoroughly cleaned with 70% alcohol until all residues has been 23 removed. Epoxy adhesive or foam tape is not acceptable. 24 2.15 PANEL INTERFACE CONNECTOR (PIC) 25 A. Subject to compliance with the contract documents, the following manufacturers are 26 acceptable: 27 1. Automation Direct 28 a. Model: Zip Port Series 29 2. Grace Engineered Products, Inc. 30 a. Model: GracePort Series 31 3. Saginaw Control Engineering. 32 a. Programming Ports 33 B. The listing of specific manufacturers above does not imply acceptance of their products 34 that do not meet the specified ratings, features and functions. Manufacturers listed 35 above are not relieved from meeting these specifications in their entirety. 36 C. For all PLC control panels, provide a Panel Interface Connector (PIC) pass -through unit 37 that will mount to the outside of the control panel to give the capability to interface with 38 the PLC without the need to open the enclosure door. 39 D. Design and fabrication: 40 1. Interface shall include the following: 41 a. UL Recognized and ROHS compliant 42 b. Housing rating shall match or be of higher NEMA rating than control panel 43 c. Gasket: thermo-plastic (TPE) 44 d. One GFCI power outlet with rating of 120 VAC CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 407800- 10 PANEL MOUNTED CONTROL DEVICES Page 10 of 10 1 e. One Ethernet RJ-45 type 10/100 port connected to control panel switch. 2 f. Cover shall be attached with a continuous hinge and lockable. Provide locks for 3 all interfaces keyed alike 4 PART 3- EXECUTION 5 3.1 INSTALLATION 6 A. All equipment specified herein shall be installed, field adjusted, tested and cleaned as 7 an integral part of equipment specified elsewhere in these Specifications. 8 END OF SECTION CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL ADDENDUM NO. 1 CITY PROJECT NO. 104489-2 40 80 00-1 PROCESS CONTROL SYSTEMS TESTING Page 1 of 8 1 SECTION 40 80 00 2 PROCESS CONTROL SYSTEMS TESTING 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 A. Provide all testing and commissioning equipment, materials, incidentals and labor, 6 necessary to perform and coordinate the system check-out and startup, commissioning, 7 field testing and overall training for the Instrumentation and Controls System. 8 B. The Contractor's Process Control Systems Integrator (PCSI) shall supervise and/or 9 fulfil the requirements of this Section. As part of these services, the PCSI shall include, 10 for those equipment items not manufactured by him, the services of an authorized 11 manufacturer's representative to check the equipment installation and place that portion 12 of the equipment in operation. The manufacturer's representative shall be thoroughly 13 knowledgeable about the installation, operation, and maintenance of the manufacturer's 14 equipment. 15 1.2 SYSTEM CHECKOUT AND START-UP 16 A. The Contractor, PCSI, and Instrument Suppliers, as applicable, shall perform the 17 following: 18 1. Check and confirm the proper installation of all instrumentation and control 19 components and all cable and wiring connections between the various system 20 components prior to placing the various processes and equipment into operation. 21 2. Conduct a complete system checkout and adjustment, including calibration of all 22 existing instruments, tuning of control loops, checking operation functions, and 23 testing of final control actions. All problems encountered shall be promptly 24 corrected to prevent any delays in startup of the various unit processes. 25 B. Contractor shall provide all test equipment necessary to perform the test during System 26 checkout and startup. 27 C. Contractor and/or system supplier shall be responsible for initial operation of the 28 instrumentation and control system and shall make any required changes, adjustment or 29 replacements for operation, monitoring, and control of the various processes and 30 equipment necessary to perform the functions intended. 31 D. Contractor shall furnish to the Engineer certified calibration/recalibration (for existing 32 Instruments) reports for field instruments and devices specified herein as soon as 33 calibration is completed. 34 1. Receipt of any calibration/recalibration certificates shall in no way imply 35 acceptance of any work or instrument. 36 2. Each calibration/recalibration certificates shall be signed and dated by an authorized 37 representative of Contractor. Three copies of each completed certificate shall be 38 submitted to Engineer. 39 3. A typical form shall be as attached. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 80 00-2 PROCESS CONTROL SYSTEMS TESTING Page 2 of 8 I E. Contractor shall furnish to Engineer two copies of an installation inspection report 2 certifying that all equipment has been installed correctly and are operating properly. 3 The report shall be signed by authorized representatives of both Contractor and the 4 system supplier. 5 1.3 GENERAL REQUIREMENTS 6 A. The PCSI shall test all equipment as a system at the PSCI facility prior to shipment. 7 Unless otherwise specified in the individual specification sections, all equipment 8 provided by the PCSI shall be tested as a single fully integrated system. 9 B. As a minimum, the testing shall include the following: 10 1. Un-witnessed Factory Test (UFT) 11 2. Witnessed Factory Test (WET) 12 3. Operational Readiness Tests (ORT) 13 4. Functional Demonstration Tests (FDT) 14 5. 10 -Day Site Acceptance Tests (SAT) 15 C. Each test shall be in the cause and effect format. The person conducting the test shall 16 initiate an input (cause) and, upon the system's or subsystem's producing the correct 17 result (effect), the specific test requirement shall be satisfied. 18 D. All tests shall be conducted in accordance with prior Engineer -approved procedures, 19 forms, and check lists. Each specific test shall be described and followed by a section 20 for sign off by the appropriate party after its completion. 21 E. Copies of these sign off test procedures, forms, and check lists will constitute the 22 required test documentation. 23 F. Provide all special testing materials and equipment. Wherever possible, perform tests 24 using actual process variables, equipment, and data. Where it is not practical to test with 25 real process variables, equipment, and data, provides suitable means of simulation. 26 Define these simulation techniques in the test procedures. 27 G. The General Contractor shall require the Integration Subcontractor to coordinate all 28 testing with the Engineer, all affected Subcontractors, and the Owner. 29 H. The Engineer reserves the right to test or retest all specified functions whether or not 30 explicitly stated in the prior approved Test Procedures. 31 I. The Engineer's decision shall be final regarding the acceptability and completeness of 32 all testing. 33 J. No equipment shall be shipped to the Project Site until the Engineer has received all test 34 results and approved the system as ready for shipment. 35 K. The PCSI shall furnish the services of servicemen, all special calibration and test 36 equipment and labor to perform the field tests. 37 L. Correction of Deficiencies 38 1. All deficiencies in workmanship and/or items not meeting specified testing 39 requirements shall be corrected to meet specification requirements at no additional 40 cost to the Owner. 41 2. Testing, as specified herein, shall be repeated after correction of deficiencies is 42 made until the specified requirements are met. This work shall be performed at no 43 additional cost to the Owner. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 80 00-3 PROCESS CONTROL SYSTEMS TESTING Page 3 of 8 I PART 2- PRODUCTS (NOT USED) 2 PART 3- EXECUTION 3 3.1 UNWITNESSED FACTORY TEST (UFT) 4 A. The entire system, except primary elements, final control elements, and field mounted 5 transmitters, shall be interconnected and tested to ensure the system operates as 6 specified. All analog and discrete input/output points not interconnected at this time 7 shall be simulated to ensure proper operation of all alarms, monitoring 8 devices/functions, and control devices/functions. 9 B. All panels and assemblies shall be inspected and tested to verify that they are in 10 conformance with related submittals, specifications, and Contract Drawings. 11 C. During the tests all digital system hardware and software shall have operated 12 continuously or five days without a failure to verify the system is capable of continuous 13 operation. The un-Witnessed Factory Test results shall be submitted to the Engineer for 14 approval prior to the start of the Witnessed Factory Test (WFT). 15 3.2 WITNESSED FACTORY TEST (WFT) 16 A. Before scheduling the Witnessed Factory Test, the PCSI must determine through his 17 own test and quality assurance program that the equipment is ready for shipment to the 18 jobsite. 19 B. All system tests specified for the Un-Witnessed Factory Test shall be repeated. 20 C. The WFT will be a joint test by the PCSI and the ASP conducted at the PCSI facility. 21 D. After receiving Un-witnessed Test approval, the PCSI shall notify the Engineer and 22 Owner in writing that the system is ready for the Witnessed Test. The Engineer and/or 23 Owner shall schedule a test date within 30 days of receipt of the Ready to Test letter. At 24 the time of notification, the PCSI shall submit any revisions to the detailed test 25 procedure previously approved by the Engineer. 26 E. This test shall verify the functionality, performance, and stability of the hardware and 27 software. The system must operate continuously for 100 hours without failure before 28 the test shall be judged successful. Successful completion of this test, as determined by 29 the Engineer, shall be the basis for approval of the system to be shipped to the site. 30 F. The various tests performed during the Witnessed Factory Test shall be designed to 31 demonstrate that hardware and software fulfill all the requirements of the Specifications 32 and Contract drawings. The test conditions shall resemble, as closely as possible, the 33 actual installed conditions. Any additional hardware or software that may be required to 34 successfully verify system operation shall be supplied at no cost to the Owner. 35 G. The ASP shall be responsible to simulate the 11O signals for any equipment or device 36 communicating with any new or existing PLC through peer -to -peer network by using a 37 computer system with appropriate simulation software to implement the memory map 38 in the protocol as specified elsewhere. Simulating the 11O signals by forcing them from 39 the PLC programming software will not be acceptable. 40 H. Tests to be performed shall include, but not be limited to, the following: 41 1. Demonstrate operability of all equipment CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 408000-4 PROCESS CONTROL SYSTEMS TESTING Page 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Pia 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 2. Demonstrate operability of the control data communication network under anticipated full load conditions 3. 100 percent point check of 11O, including wiring 4. Demonstrate the ability to monitor and change at least 20 pieces of digital and analog data in each PLC/RIO from the HMI software at all operator workstations 5. Demonstrate the ability to share data between operator workstations and servers 6. Demonstrate the ability of each workstation to print reports on all network printers 7. Demonstrate the ability for each workstation to read and write to and from designated files from other workstations on the LAN 8. Demonstrate the operability of all mass storage equipment 9. Demonstrate communication failure and system restart 10. Demonstrate total power failure and recovery. NOTE: The UPS shall call for server shutdown and on power restoration the servers shall restart. 11. Demonstrate a catastrophic failure and recovery of a server, workstation, and PLC. 12. Demonstrate procedure for backing up the computer system (including PC and PLC); reload using a backup; and completely restoring a PC and/or PLC from a backup. 13. Demonstrate the ability of each workstation to print alarm/events on the local printer. During the test for a period of time equal to at least 20 percent of the test duration, the Engineer's and/or Owner's representative shall have unrestricted access to the system. I. All analog control panels shall be included in these tests. J. All deficiencies identified during these tests shall be corrected and retested prior to completing the Witnessed Test as determined by the Owner/Engineer. K. The following documentation shall be made available to the Engineer at the test site both before and during the Witnessed Factory Test: I. All Contract Drawings and Specifications, addenda, and change orders 2. Master copy of the test procedure 3. List of the equipment to be tested including make, model, and serial number 4. Design -related hardware submittal applicable to the equipment being tested 5. Software license L. The daily schedule during these tests shall be as follows: 1. Morning meeting to review the day's test schedule 2. Scheduled tests and signoffs 3. Evening meetings to review the day's test results and to review or revise the next day's test schedule 4. Unstructured testing period by the witnesses M. All test data and procedures followed during testing shall be logged and certified copies of the logs shall be provided to the Engineer and Owner. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 80 00-5 PROCESS CONTROL SYSTEMS TESTING Page 5 of 8 1 3.3 OPERATIONAL READINESS TESTS (ORT) 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 46 47 48 49 A. Prior to startup and the Functional Demonstration Test, the entire system shall be certified (inspected, tested, and documented) that it is ready for operation. The ORT may be witnessed by the Owner/Engineer, fully or partially, at their discretion. B. Loop/Component Inspections and Tests: The entire system shall be checked for proper installation, calibrated, and adjusted on a loop -by -loop and component -by -component basis to ensure that it is in conformance with related submittal's and these Specifications. 1. The Loop/Component Inspections and Input / Output Tests shall be implemented using Engineer -approved forms and check lists. a. Each loop shall have a Loop Status Report to organize and track its inspection, adjustment, and calibration. These reports shall include the following information and check off items with space for sign off by the PCSI. 1) Project Name 2) Loop Number 3) Tag Number for each component 4) Check offs/sign offs for each component b. Tag/identification c. Installation d. Termination — wiring e. Termination — tubing f. Calibration/adjustment — Check offs/sign offs for the loop g. Panel interface terminations h. 11O interface terminations i. 11O signal operation j. Inputs/outputs operational: received/sent, processed, and adjusted. k. Total loop operation — Provide space for comments 1. Each active Analog Subsystem element and each 11O module shall have a Component Calibration Sheet. These sheets shall have the following information, spaces for data entry, and a space for sign off by the PCSI: 1) Project Name 2) Loop Number 3) Component Tag Number of I/O Module Number 4) Component Code Number Analog System 5) Manufacturer (for Analog system element) 6) Model Number/Serial Number (for Analog system) 7) Summary of Functional Requirements: a) Indicators and Recorders: Scale and chart ranges b) Transmitters/Converters: Scale and chart ranges c) Computing Elements: Function d) Controllers: Action (direct/reverse) control Modes (PID) e) Switching Elements: Unit range, differential f) (FIXED/ADJUSTABLE), Preset (AUTO/MANUAL) g) I/O Modules: Input or output 2. Calibrations: a. Analog Devices: Required and actual inputs and outputs at 0, 25, 50, 75, and 100 percent of span, rising and falling b. Discrete Devices: Required and actual trip points and reset points c. Controllers: Mode settings (PID) CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 80 00-6 PROCESS CONTROL SYSTEMS TESTING Page 6 of 8 I d. 110 Modules: Required an actual inputs or outputs for 0, 25, 50, 75, and 100 2 percent of span, rising and falling. 3 1) Provide space for comments 4 2) Space for sign off by the PCSI. 5 3. The General Contractor shall require the PCSI to maintain the Loop Status Reports 6 and Component Calibration Sheets at the job -site and make them available to the 7 Engineer/Owner at any time. 8 4. These tests do not require witnessing by the Owner/Engineer; however, the 9 Owner/Engineer reserve the right to request the Loop Status Sheets and Component 10 Calibration Sheets and spot-check their entries periodically when on site and upon 11 completion of the Operational Readiness Test, all documentation shall be submitted 12 as required herein. 13 3.4 FUNCTIONAL DEMONSTRATION TEST (FDT) 14 A. Prior to startup and the 10 Day Site Acceptance Test, the entire installed instrument and 15 control system shall be certified that it is ready for operation. All preliminary testing, 16 inspection, and calibration shall be complete as defined in the Operational Readiness 17 Tests. The FDT will be a joint test by the PCSI and the Equipment suppliers. 18 B. Once the facility has been started up and is operating, a witnessed Functional 19 Demonstration Test shall be performed on the complete system to demonstrate that it is 20 operating and in compliance with these Specifications. Each specified function shall be 21 demonstrated on a paragraph -by -paragraph, loop -by -loop, and site -by -site basis. 22 C. Loop -specific and non -loop -specific tests shall be the same as specified under 23 Functional Demonstration Tests except that the entire installed system shall be tested 24 and all functionality demonstrated. 25 D. Updated versions of the documentation specified to be provided for during the tests 26 shall be made available to the Engineer at the job -site both before and during the tests. 27 In addition, one copy of all O&M Manuals shall be made available to the Engineer at 28 the job -site both before and during testing. 29 E. The daily schedule specified to be followed during the tests shall also be followed 30 during the Functional Demonstration Test. 31 F. The system shall operate for 100 continuous hours without failure before this test shall 32 be considered successful. 33 G. Demonstrate communication failure and recovery 34 3.5 10 -DAY SITE ACCEPTANCE TEST (SAT) 35 A. After completion of the Operational Readiness and Functional Demonstration Tests, the 36 PCSI shall be responsible for operation of the entire system for a period of 10 37 consecutive days, under conditions of full plant process operation, without a single non - 38 field repairable malfunction. 39 B. During this test, plant operating and PCSI personnel shall be present as required. For 40 this test, the PCSI is expected to provide personnel who have an intimate knowledge of 41 the system hardware and software. 42 C. While this test is proceeding, the Owner shall have full use of the system. Only plant 43 operating personnel shall be allowed to operate equipment associated with live plant 44 processes. CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 40 80 00-7 PROCESS CONTROL SYSTEMS TESTING Page 7 of 8 1 D. Any malfunction during the tests shall be analyzed and corrected by the PCSI. The 2 Engineer and/or Owner will determine whether any such malfunctions are sufficiently 3 serious to warrant a repeat of this test. 4 E. During this 10 consecutive day test period, any malfunction which cannot be corrected 5 within 24 hours of occurrence by PCSI personnel, or more than two similar failures of 6 any duration, will be considered a non -field -repairable malfunction. 7 F. Upon completion of repairs by the PCSI, the test shall be repeated as specified herein. 8 G. In the event of rejection of any part or function, the PCSI shall perform repairs or 9 replacement within 5 days. 10 H. The total availability of the system shall be greater than 99.5 percent (99.5%) during 11 this test period. Availability shall be defined as: 12 Availability = (Total Testing - Time -Down Time) / Total Testing Time 13 I. Down times due to power outages or other factors outside the normal protection devices 14 or back-up power supplies provided shall not contribute to the availability test times 15 above. 16 J. Upon successful completion of the 30 -day site acceptance test and subsequent review 17 and approval of complete system final documentation, the system shall be considered 18 substantially complete, and the one-year warranty period shall commence. 19 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 408000-8 PROCESS CONTROL SYSTEMS TESTING Page 8 of 8 CALIBRATION CERTIFICATE Tag Number/Loop Number: Loop Description Instrument Location Manufacturer Model Number Adjustable Range Calibrated Range Remarks Installation Per Manufacturer's Requirements? Yes No Installation Per Contract Documents? Yes No If "No", explain Calibration Test: Input (Units) Output (Units) Accuracy 0% 25% 50% 75% 100% Switch Test Switch Point Upscale Switch Point Downscale Setting Deadband Setpoint 1 Setpoint 2 Setpoint 3 I hereby certify that the above information is correct and accurate, to the best of my knowledge, and that the instrument indicated above has been supplied, installed, calibrated, and tested in accordance with the manufacturer's recommendations and the Contract Documents, unless otherwise noted. Receipt of this Calibration Certification shall in no way imply acceptance of any work or instrument supplied as a part of this Contract. Contractor's Signature: Date: END OF SECTION CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL CITY PROJECT NO. 104489-2 APPENDIX GC -4.01 Availability of Lands GC -4.02 Subsurface and Physical Conditions GC -6.06.D Small Business Compliance GC -6.07 Wage Rates GC -6.09 Permits and Utilities GR-0 1 60 00 Product Requirements CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 GC -4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.5109 acre (22,256 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of Freeman's Park, Tract A, Lake Worth Leases, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 7635 of the Plat Records, Tarrant County, Texas (P.R.T.C.T.); said tract also being part of a tract of land described as First Tract in Deed to the City of Fort Worth recorded in Volume 519, Page 622 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner in the northwest right-of-way line of Heron Drive (a 60 foot right-of-way); said point being the east end of a right-of-way corner clip at the intersection of said northwest right-of-way line of Heron Drive and the northeast right-of-way line of Silver Creek Road (a variable width right-of-way), from which a 5/8" iron rod set with a cap stamped "KHA" in the said northwest right-of-way line of Heron Drive bears North 48°51'06" East, a distance of 20.02 feet; THENCE North 83°24'58" West, along said right-of-way corner clip, a distance of 28.14 feet to a point for corner in the northeast right-of-way line of Silver Creek Road, said point being the west end of said corner clip; THENCE North 38°07'26" West, along the said northeast right-of-way line of Silver Creek Road, a distance of 51.77 feet to a point for corner; THENCE North 16°07'09" West, departing the said northeast right-of-way line of Silver Creek Road, a distance of 12.62 feet to a point for corner; THENCE North 37°18'59" West, a distance of 471.32 feet to a point for corner; THENCE North 24°01'55" West, a distance of 174.11 feet to a point for corner; THENCE North 00°20'37" West, a distance of 102.82 feet to a point for corner; THENCE North 45°00'00" East, a distance of 84.80 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped "KHA" bears North 32°56'28" West, a distance of 156.03 feet; said iron rod being the southeast right-of-way corner of Silver Creek Road (a variable width right-of-way) and the southwest corner of Park, Lake Worth Lease Blocks, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 7417, P.R.T.C.T.; SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENT THENCE North 90°00'00" East, a distance of 35.36 feet to a point for corner; THENCE South 45°00'00" West, a distance of 99.36 feet to a point for corner; THENCE South 00°2039" East, a distance of 87.13 feet to a point for corner; THENCE South 24°01'34" East, a distance of 165.97 feet to a point for corner; THENCE South 37°19'08" East, a distance of 473.08 feet to a point for corner; THENCE South 16°07'09" East, a distance of 26.95 feet to a point for corner; THENCE South 38°35'41" East, a distance of 53.25 feet to the POINT OF BEGINNING and containing 22,256 square feet or 0.5109 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SE SET ET)� SANITARY SEWER EASEMENT / / 0.5109 ACRES / 22,256 SQ. FT. / / FREEMAN'S PARK / TRACT A / LAKE WORTH LEASES / FIRST TRACT `�q �O (CAB. A, SL. 7635) CITY OF FORT WORTH , O / (VOL. 519, PG. 622) FIRST TRACT / CITY OF FORT WORTH / / (VOL. 519, PG. 622) / / / 10' UTILITY / / EASEMENT h\ \ \ / c / //g / / �!2 O� IRSC \ \ N48°51'06'E \ \ L 1 20.02' / / LINE TABLE NO. BEARING LENGTH L1 N83°24'58"W 28.14' L2 N38007'26"W 51.77' L3 N16°07'09"W 12.62' L4 S1607'09"E 26.96' L5 S38°35'41"E 53.25' o�, , P.O.B. \ \ \ NORTH 0 30 60 NOTES \ GRAPHIC SCALE IN FEET Bearing system and coordinates based on the Texas Coordinate S€tem\of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 5) NORTH 0 30 60 \2\ GRAPHIC SCALE IN FEET N 0 O%/ cTc3: FIRST TRACT CITY OF FORT WORTH � (VOL. 519, PG. 622) c9 o Q FIRST TRACT lZ Dip SANITARY CITY OF FORT WORTH SEWER (VOL. 519, PG. 622) te EASEMENT 0.5109 ACRES 22,256 SQ. FT. MATCHLINE (SEE SHEET 3) SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev*Horn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 60' MKK SCR 01/14/2025 061018452 4 OF 5 KENT, MASON 1/14/2025 12:01 PM K:\FTW_SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM NE SSE UPDATE.DWG II PARK / / 11 0 LAKE WORTH LEASE BLOCKS / j NORTH o (CAB. A, SL. 7417) / / Y = CITY OF FORT WORTH 0 30 60 = I (VOL. 519, PG. 622) / Lw �y p I / LEGEND GRAPHIC SCALE IN FEET U 1 I 10' UTILITY EASEMENT P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET > I IRSC t l FIRST TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) N:6974501.47 E:2278125.94 N90°00'00"E 35.36' N00°20'37"W 102.82' S00°20'39"E 87.13' MATCHLINE (SEE SHEET 4) SANITARY SEWER EASEMENT 0.5109 ACRES 22,256 SQ. FT. SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.2100 acre (9,147 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of Freeman's Park, Tract A, Lake Worth Leases, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 7635 of the Plat Records, Tarrant County, Texas (P.R.T.C.T.); said tract also being part of a tract of land described as First Tract in Deed to the City of Fort Worth recorded in Volume 519, Page 622 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southeast line of said Tract A and the northwest right-of-way line of Heron Drive (a variable width right-of-way) THENCE North 38°35'41" West, departing said southeast line of Tract A and said northwest right-of-way line of Heron Drive, a distance of 48.38 feet to a point for corner; THENCE North 16°07'09" West, a distance of 21.44 feet to a point for corner; THENCE South 73°52'51" West, a distance of 20.00 feet to a point for corner; THENCE North 16°07'09" West, a distance of 1.54 feet to a point for corner; THENCE North 37°19'08" West, a distance of 473.08 feet to a point for corner; THENCE North 24°01'34" West, a distance of 165.97 feet to a point for corner; THENCE North 00°20'39" West, a distance of 87.13 feet to a point for corner; THENCE North 45°00'00" East, a distance of 99.36 feet to a point for corner from which a 5/8" iron rod set with a cap stamped "KHA" bears North 42°33'02" West, a distance of 177.75 feet; said iron rod being the southwest corner of Park, Lake Worth Lease Blocks, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 7417 of the said P.R.T.C.T.; THENCE North 90°00'00" East, a distance of 14.14 feet to a point for corner; THENCE South 45°00'00" West, a distance of 105.18 feet to a point for corner; TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT THENCE South 00°20'39" East, a distance of 80.86 feet to a point for corner; THENCE South 24°01'34" East, a distance of 162.71 feet to a point for corner; THENCE South 37°19'08" East, a distance of 466.72 feet to a point for corner; THENCE North 73°52'51" East, a distance of 22.55 feet to a point for corner; THENCE South 16°07'09" East, a distance of 29.45 feet to a point for corner; THENCE South 38°35'41" East, a distance of 45.61 feet to a point for corner in the said southeast line of Tract A and the said northwest right-of-way line of Heron Drive; said point being the beginning of a non -tangent curve to the right with a radius of 445.00 feet, a central angle of 01°17'30", and a chord bearing and distance of South 46°55'01" West, 10.03 feet; THENCE in a southwesterly direction, along said southeast line of Tract A and said northwest right-of-way line of Heron Drive, with said non -tangent curve to the right, and an arc distance of 10.03 feet to the POINT OF BEGINNING and containing 9,148 square feet or 0.2100 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 4) TEMPORARY CONSTRUCTION 1 EASEMENT FIRST TRACT � 0.2100 ACRES CITY OF FORT WORTH ��' Q 9,148 SQ. FT. (VOL. 519, PG. 622) 6- Sz� U-� I FREEMAN'S PARK // TRACT A LAKE WORTH LEASES / / / (CAB. A, SL. 7635) CITY OF FORT WORTH / / (VOL. 325, PG. 390) / / (VOL. 23, PG. 376) / \ L$ \ \L4 L3 / / \ \ \\ L2 / / F�Py51 '- \ �� / / / P.O.B. / IRSC ' O \ \\ NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ,��•_oF-• TF ABSTRACT No. 1725 MICHAEL CLEO BILLINGSLEY � RFo =;N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••-••••••••••-••••••••••- TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY 801 CHERRY STREET, •••--••••-• ••-••-••-• ••-•-•••••- Kimlev*Horn UNIT 11 SUITE 1300 6558 FORT WORTH, TEXAS 76102 '9�%•: E s S : °�`l 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 PH. 817-335-6511 S URv Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale I Drawn by I Checked by I Date I Project No. I Sheet No. michael.billingsley@kimley-horn.com 1"=60' MKK SCR 01/13/2025 061018452 3OF5 SENT. MASON 1/13/2025 1:13 PM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM NE TCE UPDATE.DWG MATCHLINE (SEE SHEET 5) NORTH TEMPORARY 30 60 CONSTRUCTION GRAPHIC SCALE IN FEET EASEMENT 0.2100 ACRES 9,148 SQ. FT. o � �rn rn - l 1 FIRST TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) MCP, MATCHLINE (SEE SHEET 3) TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev*Horn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 60' MKK SCR 01/13/2025 061018452 4 OF 5 KENT, MASON 1/13/2025 1:13 PM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM NE TCE UPDATE.DWG LINE TABLE NO. BEARING LENGTH L1 N38°35'41"W 48.38' L2 N16°07'09"W 21.44' L3 S73°52'51"W 20.00' L4 N16°07'09"W 1.54' L5 N00°20'39"W 87.13' L6 N90°00'00"E 14.14' L7 S00°20'39"E 80.86' L8 N73°52'51"E 22.55' L9 S16°07'09"E 29.45' L10 S38°35'41"E 45.61' CURVE TABLE NO. RADIUS DELTA CHORD BEARING CHORD LENGTH C1 445.00' 1'17'30" S46°55'01"W 10.03' 10.03' NORTH 0 30 60 GRAPHIC SCALE IN FEET (I)II PARK vm I LAKE WORTH LEASE BLOCKS ,- W I (CAB. A, SL. 7417) m g (� CITY OF FORT WORTH I (VOL. 519, PG. 622) / 'm I i i -7 I II IRSC-" O IIl IRSC TEMPORARY CONSTRUCTION EASEMENT 0.2100 ACRES 9,148 SQ. FT. LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET FIRST TRACT \ CITY OF FORT WORTH (VOL. 519, PG. 622) MATCHLINE (SEE SHEET 4) TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION WATER EASEMENT BEING a 0.0341 acre (1,486 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of Freeman's Park, Tract A, Lake Worth Leases, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 7635 of the Plat Records, Tarrant County, Texas (P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the northwest right-of-way line of Heron Drive (a 60 foot right-of-way) and the southeast line of said Tract A at the beginning of a non -tangent curve to the right with a radius of 445.00 feet, a central angle of 02°34'40", and a chord bearing and distance of South 48°51'06" West, 20.02 feet; THENCE in a southwesterly direction, along the said northwest right-of-way line of Heron Drive and the said southeast line of Tract A, with said non -tangent curve to the right, an arc distance of 20.02 feet to a point for corner; said point being the east end right-of-way corner clip at the intersection of the said northwest right-of-way line of Heron Drive and the northeast right-of-way way line of Silver Creek Road (a variable width right-of-way); THENCE North 38°35'41" West, departing the said east end right-of-way corner clip at said intersection of the northwest right-of-way line of Heron Drive and the northeast right-of-way line of Silver Creek Road, a distance of 53.25 feet to a point for corner; THENCE North 16°07'09" West, a distance of 25.41 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped "KHA" in the northwest line of said Tract A, bears North 30°17'43" West, a distance of 86.37 feet; THENCE North 73°52'51" East, a distance of 20.00 feet to a point for corner; THENCE South 16°07'09" East, a distance of 21.44 feet to a point for corner; THENCE South 38°35'41" East, a distance of 48.38 feet to the POINT OF BEGINNING and containing 1,486 square feet or 0.0341 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS CURVE TABLE IRSC NO. I RADIUS DELTA CHORD BEARING CHORD I LENGTH FREEMAN'S PARK C1 445.00 2°34'40" S4851'06"W 20.02' 20.02' TRACT A LAKE WORTH LEASES LINE TABLE (CAB. A, SL. 7635) NO. BEARING LENGTH L1 N38°35'41"W 53.25' CITY OF FORT WORTH L2 N16°07'09"W 25.41' / \ -\ (VOL. 325, PG. 390) L3 N73°52'51"E 20.00' (VOL. 23, PG. 376) L4 S1607'09"E 21.44' / / \ L5 S38°35'41"E 48.38' / / \ \ ` WATER / EASEMENT / \ L3 0.0341 ACRES / / / / \ \\ � 1,486 SQ. FT. / // �� \ \ \ \ 1J 10' UTILITY / EASEMENT / %\ / oy \ / / /// NORTH9 \\ �j / P.O.B. IRSC Q\v 0 15 30 \ / GRAPHIC SCALE IN FEET / Q��G 11O11 p0 P LEGEND \ / P.O.B. = POINT OF BEGINNING / / IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. ,737)7 MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com :••G 1ST 1 MICHAEL CLEO BILLINGSLEY 6558 WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 2.2599 acre (98,443 square foot) tract of land situated in the Jacob Wilcox Survey, Abstract No. 1725, Robert W. Tannahill Survey, Abstract No. 1540, and the Juan Armendaris Survey, Abstract No. 61, City of Fort Worth, Tarrant County, Texas; said tract being part of those tracts of land described in deeds to the City of Fort Worth recorded in Volume 519, Page 622; Volume 519, Page 555 and Volume 591, Page 622 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract also being part of Lot 1, Block 26, Lake Worth Leases, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 7635 of the Plat Records, Tarrant County, Texas (P.R.T.C.T.); said tract also being a portion of a tract of land described as Hip Pocket Theatre Lease according the Lease Agreement recorded in Instrument Number D204389711 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner in the northwest line of said Lot 1 and the southeast right-of-way line of Heron Drive (a 60 foot right-of-way); from which a 5/8" iron rod set with a cap stamped "KHA" in the northwest right-of-way line of said Heron Drive and the southeast line of Freeman's Park, Tract A, of said Lake worth Leases, bears North 20°27'29" East, a distance of 64.09 feet; THENCE South 38°37'08" East, departing the said northwest line of Lot 1 and said southeast right-of-way line of Heron Drive, a distance of 316.81 feet to a point for corner; THENCE South 31°0710" East, a distance of 346.61 feet to a point for corner; THENCE South 23°37'09" East, a distance of 465.45 feet to a point for corner; THENCE South 16°07'09" East, a distance of 308.39 feet to a point for corner; THENCE South 31°0934" East, a distance of 219.99 feet to a point for corner; THENCE South 45°59'13" East, a distance of 80.47 feet to a point for corner; THENCE South 61°0709" East, a distance of 173.01 feet to a point for corner; THENCE South 62°37'09" East, a distance of 19.16 feet to a point for corner; THENCE South 63°52'10" East, a distance of 794.00 feet to a point for corner; SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENT THENCE South 21°20'16" East, a distance of 152.04 feet to a point for corner; THENCE South 00°04'21" West, a distance of 1,036.08 feet to a point for corner; THENCE South 40°50'54" West, a distance of 68.90 feet to a point for corner; THENCE North 00°04'21" East, a distance of 38.28 feet to a point for corner; THENCE North 40°50'54" East, a distance of 30.62 feet to a point for corner; THENCE North 00°04'21" East, a distance of 1,022.06 feet to a point for corner; THENCE North 21°20'15" West, a distance of 137.58 feet to a point for corner; from which a 5/8" iron rod set with a cap stamped "KHA" bears South 05°52'21" West, a distance of 43.74 feet; said iron rod being in the northeast line of a tract of land described in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the said O.P.R.T.C.T.; THENCE North 63°52'10" West, a distance of 784.55 feet to a point for corner; THENCE North 62°37'09" West, a distance of 19.76 feet to a point for corner; THENCE North 61 °0709" West, a distance of 176.62 feet to a point for corner; THENCE North 46°07'09" West, a distance of 86.95 feet to a point for corner; THENCE North 31 °0709" West, a distance of 226.72 feet to a point for corner; THENCE North 16°07'09" West, a distance of 310.04 feet to a point for corner; THENCE North 23°37'09" West, a distance of 462.17 feet to a point for corner; THENCE North 31 °0709" West, a distance of 343.33 feet to a point for corner; SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENT THENCE North 38°37'08" West, a distance of 295.20 feet to a point for corner; said point being in the said northwest line of Lot 1 and the southeast right-of-way line of Silver Creek Road (a variable width right-of-way); THENCE North 51°52'34" East, along the said northwest line of Lot 1 and the southeast right-of-way line of Silver Creek Road, a distance of 4.28 feet to a point for corner; point being the south end of a right-of-way corner clip at the intersection of said southeast right-of-way line of Silver Creek Road and the southeast right-of-way line of Heron Drive; THENCE North 06°37'07" East, along said right-of-way corner clip, a distance of 28.41 feet to a point for corner; THENCE North 50°18'57" East, along the said northwest line of Lot 1 and said southeast right-of-way line of Heron Drive, a distance of 0.54 feet to the POINT OF BEGINNING and containing 98,443 square feet or 2.2599 acres of land, more or less. NOTFS Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 50 100 GRAPHIC SCALE IN FEET MIAMI PALMS INVESTMENT GROUP, LLC (INST. No. D218052550) // / / / / FREEMAN'S PARK TRACT A LAKE WORTH LEASES / / 7 / (CAB. A, SL. 7635) / / / FIRST TRACT / / CITY OF FORT WORTH O O Q (VOL. 519, PG. 622) // / o Q U / APPROXIMATE LOCATION LOT 1, BLOCK 26 LAKE WORTH LEASES FIRST TRACT S \ \I CITY OF FORT WORTH \ \\ , / (VOL. 519, PG. 622) LOT 1 0� HOLLOW CREEK (VOL. 388-126, PG. 1) " Q ROBERT L. DOW (VOL. 6336, PG. 357) �1L �.Q kNITARY EWER kSEMENT 2599 ACRES ,443 SQ. FT. NOTES - - y\" - -/ MATCHLINE (SEE SHEET 5) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 4) - `� GRAPHIC SCALE IN FEET -;;'(111 i 0892' IkNST' N' -' TRACT 1 FW 820, LLC. (INST. NO. D222026020) A = CENTRAL ANGLE P.O.C. = POINT OF COMMENCING P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND IPF = IRON PIPE FOUND FIRST TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) AO 00 �Q \ SANITARY - SEWER EASEMENT \ 2.2599 ACRES \ 98,443 SQ. FT. rn(5' MATCHLINE (SEE SHEET 6) SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 5) NORTH / - - - 0 50 100 GRAPHIC SCALE IN FEET / N / o ' FIRST TRACT ( CITY OF FORT WORTH (VOL. 519, PG. 622) TRACT 1 FW 820, LLC. (INST. NO. D222026020) \ Z N o O -/o O lZ W \ W � \ O c9 SANITARY SEWER EASEMENT 2.2599 ACRES 98,443 SQ. FT. ; MATCHLINE (SEE SHEET 7) SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 6) \ \ \ 'LO,o 0 FIRST TRACT O CITY OF FORT WORTH \ Oj, (VOL. 519, PG. 622) c� c9c9 SANITARY SEWER EASEMENT 2.2599 ACRES 98,443 SQ. FT. 6r o6�09„ Fr 3 r TRACT 1 FW 820, LLC. (INST. NO. O222026020) JACOB WILCOX SURVEY, APPROXIMATE SURVEY LINE ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1022 NORTH 0 50 100 GRAPHIC SCALE IN FEET APPROXIMATE LOCATION HIP POCKET THEATRE LEASE (INST. No. D204389711) (AFFECTED BY INST. No. D215155629) FIRST TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) r� <3 0O 210" W n� w RSoC W w w z '2 U Ia SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS ti 'H W / W' APPROXIMATE LOCATION U7 HIP POCKET THEATRE LEASE LLu (INST. No. D204389711) (n (AFFECTED BY INST. No. O215155629) W Z I� S 63 °S2, r0" SECOND TRACT QC /l/6,3°S 19 00 CI(VOL 519, PG. 6222) H G I �'O,v✓ JACOB WILCOX SURVEY, ABSTRACT No. 1725 APPROXIMATE SURVEY LINE _ ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1022 NORTH 0 50 100 GRAPHIC SCALE IN FEET S05°52'21 "W `4 TRACT 14 3.74' FW 820, LLC. SANITARY (INST. NO. D222026020) SEWER EASEMENT IRSC- 2.2599 ACRES 98,443 SQ. FT. IRSC 1 MATCHLINE (SEE SHEET 9) SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH MATCHLINE (SEE SHEET 8) 0 50 100 GRAPHIC SCALE IN FEET WIJ � J (nom J c 0 Q U Z ti Cr) ca CITY OF FORT WORTH (VOL. 519, PG. 555) (VOL. 591, PG. 622) 0O TRACT 1 CD O FW 820, LLC. N M (INST. NO. D222026020) p o I' U O O Z U) • SANITARY Z) SEWER EASEMENT 2.2599 ACRES 98,443 SQ. FT. - - - - - - MATCHLINE (SEE SHEET 10) SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimigy)OHorn S01 Cherry Street, Unit 11, Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100' MKK SCR 01/13/2025 061018452 9OF10 10 KENT, MASON 1/13/2025 2:28 PM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM EAST SSE UPDATE.DWG NORTH 0 50 100 GRAPHIC SCALE IN FEET LEGEND MATCHLINEE (SEE SHEET 9) - - - I fl - - - TRACT 1 FW 820, LLC. (INST. NO. D222026020) I' IL CITY OF FORT WORTH (VOL. 519, PG. 555) (VOL. 591, PG. 622) SANITARY SEWER EASEMENT 2.2599 ACRES 98,443 SQ. FT. JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 LO`�/� ANTHONY B CONNER SURVEY, ABSTRACT No. 306 P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET LINE TABLE NO. BEARING LENGTH L1 S38°37'08"E 316.81' L2 S45°59'13"E 80.47' L3 $6237'09"E 19.16' L4 S21°20'16"E 152.04' L5 S4050'54"W 68.90' L6 N00°04'21"E 38.28' L7 N4050'54"E 30.62' L8 N21°20'15"W 137.58' L9 N62°37'09"W 19.76' L10 N46O07'09"W 86.95' L11 N38°37'08"W 295.20' L12 N51O52'34"E 4.28' L13 N06°37'07"E 28.41' L14 N50°18'57"E 0.54' Q/C \ PARCEL NO. 1 LOWE RANCH TRACT HYDE LAND & ROYALTY, LLC (INST. NO. D218215945) SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.9164 acre (39,918 square foot) tract of land situated in the Jacob Wilcox Survey, Abstract No. 1725, Robert W. Tannahill Survey, Abstract No. 1540, and the Juan Armendaris Survey, Abstract No. 61, City of Fort Worth, Tarrant County, Texas; said tract being part of those tracts of land described in deeds to the City of Fort Worth recorded in Volume 519, Page 622; Volume 519, Page 555 and Volume 591, Page 622 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract also being part of Lot 1, Block 26, Lake Worth Leases, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 7635 of the Plat Records, Tarrant County, Texas (P.R.T.C.T.); said tract also being a portion of a tract of land described as Hip Pocket Theatre Lease according the Lease Agreement recorded in Instrument Number D204389711 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner in the northwest line of said Lot 1 and the southeast right-of-way line of Heron Drive (a variable width right-of-way) from which a 5/8" iron rod set with a cap stamped "KHA" bears North 29°16'47" West, a distance of 61.42 feet; said iron rod being in the northwest right-of-way line of said Heron Drive and the southeast line of Freeman's Park, Tract A, of said Lake Worth Leases; THENCE South 38°37'02" East, departing the said northwest line of Lot 1 and the said southeast right-of-way line of Heron Drive, a distance of 317.75 feet to a point for corner; THENCE South 31°0710" East, a distance of 347.93 feet to a point for corner; THENCE South 23°37'09" East, a distance of 466.76 feet to a point for corner; THENCE South 16°07'09" East, a distance of 307.73 feet to a point for corner; THENCE South 31°07'09" East, a distance of 217.50 feet to a point for corner; TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT THENCE South 46°07'09" East, a distance of 77.74 feet to a point for corner; THENCE South 61 °0709" East, a distance of 171.56 feet to a point for corner; THENCE South 62°37'09" East, a distance of 18.92 feet to a point for corner; THENCE South 63°52'10" East, a distance of 797.79 feet to a point for corner; THENCE South 21°20'16" East, a distance of 157.82 feet to a point for corner; THENCE South 00°04'21" West, a distance of 1,041.68 feet to a point for corner; THENCE South 40°50'54" West, a distance of 84.21 feet to a point for corner; THENCE North 00°04'21" East, a distance of 15.31 feet to a point for corner; THENCE North 40°50'54" East, a distance of 68.90 feet to a point for corner; THENCE North 00°04'21" East, a distance of 1,036.08 feet to a point for corner; THENCE North 21°20'16" West, a distance of 152.04 feet to a point for corner; from which a 5/8" iron rod set with a cap stamped "KHA" bears South 21°26'31" West, a distance of 66.26 feet; said iron rod being in the northeast line of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the said O.P.R.T.C.T.; THENCE North 63°52'10" West, a distance of 794.00 feet to a point for corner; THENCE North 62°37'09" West, a distance of 19.16 feet to a point for corner; THENCE North 61 °0709" West, a distance of 173.01 feet to a point for corner; THENCE North 45°59'13" West, a distance of 80.47 feet to a point for corner; TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT THENCE North 31°09'34" West, a distance of 219.99 feet to a point for corner; THENCE North 16°07'09" West, a distance of 308.39 feet to a point for corner; THENCE North 23°37'09" West, a distance of 465.45 feet to a point for corner; THENCE North 31 °0710" West, a distance of 346.61 feet to a point for corner; THENCE North 38°37'08" West, a distance of 316.81 feet to a point for corner in the said northwest line of Lot 1 and the said southeast right-of-way line of Heron Drive; said point being the beginning of a non -tangent curve to the left with a radius of 505.00 feet, a central angle of 01 °08'10", and a chord bearing and distance of North 49°43'01" East, 10.01 feet; THENCE in a northeasterly direction, along said northwest line of Lot 1 and the southeast right-of-way line of Heron Drive, with said non -tangent curve to the left, an arc distance of 10.01 feet to the POINT OF BEGINNING and containing 39,918 square feet or 0.9164 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH / 0 50 100 GRAPHIC SCALE IN FEET ' / FREEMAN'S PARK MIAMI PALMS INVESTMENT GROUP, LLC / (INST. No. D218052550) / TRACT A / LAKE WORTH LEASES (CAB. A, SL. 7635) / FIRST TRACT CITY OF FORT WORTH / (VOL. 519, PG. 622) / APPROXIMATE LOCATION / LOT 1, BLOCK 26 _ _ \ // LAKE WORTH LEASES \ / FIRST TRACT \ \ CITY OF FORT WORTH (VOL. 519, PG. 622) 9 ` / \ \ IRSC N29°16'4�w TEMPORARY �c. \ \ 61.42' LOT1 Cl\ CONSTRUCTION HOLLOW CREEK P.O.B. \ EASEMENT (VOL. 388-126, PG. 1) ti� \ 0.9164 ACRES ROBERT L. DOW /- \ Odo 39,918 SQ. FT. (VOL. 6336, PG. 357) �9J O. \ �OOo "� OO� \ \ �,�, •mss NOTES MATCHLINE (SEE SHEET 5) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ,��•_oF-• TF ABSTRACT No. 61 MICHAEL CLEO BILLINGSLEY CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••-••••••••••-••••••••••- TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY 801 CHERRY STREET, •••-•••••-• •6.5••• ••-•••••••• Kimlev*Horn UNIT 11 SUITE 1300 q 6558 FORT WORTH, TEXAS 76102 9�%•: E s s : °��l 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 PH. 817-335-6511 S URv Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. michael.billingsley@kimley-horn.com 1"=100' MKK SCR 01/13/2025 061018452 4 OF 10 TRACT 1 FW 820, LLC. (INST. NO. D222026020) MATCHLINE (SEE SHEET 4) FIRST TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) NORTH 0 50 100 GRAPHIC SCALE IN FEET \ \ y76� •�v� TEMPORARY CONSTRUCTION EASEMENT 0.9164 ACRES 39,918 SQ. FT. cry p� op MATCHLINE (SEE SHEET 6) TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 5) G � FIRST TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) TRACT 1 FW 820, LLC. (INST. NO. D222026020) \ 2 c) \ - 0 _ \ W O TEMPORARY CONSTRUCTION EASEMENT \ 0.9164 ACRES \ 39,918 SQ. FT. MATCHLINE (SEE SHEET 7) NORTH 0 50 100 GRAPHIC SCALE IN FEET TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 6) NORTH TEMPORARY CONSTRUCTION I 0 50 100 EASEMENT 0.9164 ACRES I GRAPHIC SCALE IN FEET 39,91 H SQ. FT. APPROXIMATE LOCATION HIP POCKET THEATRE I LEASE (INST. No. D204389711) I (AFFECTED BY INST. No. D215155629) L3 FIRST TRACT CITY OF FORT WORTH 4 77 (VOL. 519, PG. 622) 0 -- --A $6'30ao JACOB WILCOX SURVEY, w APPROXIMATE SURVEY LINE ABSTRACT No. 1725 IRSC ' 2 ROBERT W TANNAHILL SURVEY, \ \ 19 ABSTRACT No. 1022 \ DO ' W w U) TRACT 1 \ z FW 820, LLC. \ Z (INST. NO. D222026020) ' 2 U 75 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 50 100 ti w JACOB WILCOX SURVEY, GRAPHIC SCALE IN FEET w I TEMPORARY ABSTRACTNo.1725 APPROXIMATE SURVEYL/NE CONSTRUCTION ROBERTW TANNAHILL SURVEY, w ABSTRACT No. 1022 EASEMENT �' 0.9164 ACRES I w 39,918 SQ. FT. , z SECOND TRACT I CITY OF FORT WORTH o N _ (VOL. 519, PG. 622) T s U o 60 s2, s ' w m CITY OF FORT WORTH (VOL. 519, PG. 555) S21°26'32"W Th (VOL. 591, PG. 622) 66.26' 1 TRACT 1 FW 820, LLC. IRSC < <� (INST. NO. O222026020) c9 _ IRSC I j MATCHLINE (SEE SHEET 9) TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 8) NORTH 0 50 100 GRAPHIC SCALE IN FEET WI TEMPORARY z o CONSTRUCTION EASEMENT DE m 0.9164 ACRES m�;?Q of 39,918 SQ. FT. Eo eD CD TRACT 1 Mo 0 FW 820, LLC. (INST. NO. D222026020) w N N CITY OF FORT WORTH p o (VOL. 519, PG. 555) p o (VOL. 591, PG. 622) O p Z CO U, co h k MATCHLINE (SEE SHEET 10) TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev)OHorn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100' MKK SCR 01/13/2025 061018452 9OF10 KENT, MASON 1/13/2025 2:18 PM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM EAST TCE UPDATE.DWG TRACT 1 FW 820, LLC. (INST. NO. D222026020) TEMPORARY CONSTRUCTION EASEMENT 0.9164 ACRES 39,918 SQ. FT. \\ : LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8' IRON ROD W/ "KHA" CAP SET MATCHLINE (SEE SHEET 9) CITY OF FORT WORTH (VOL. 519, PG. 555) (VOL. 591, PG. 622) O co O CD ? r ci W W O O o C O O 0 Z Cl) LINE TABLE NO. BEARING LENGTH L1 S31"07'09"E 217.50' L2 S46°07'09"E 77.74' L3 $61 07'09"E 171.56' L4 S62°37'09"E 18.92' L5 S21°20'16"E 157.82' L6 S4050'54"W 84.21' L7 N00°04'21"E 15.31' L8 N40°50'54"E 68.90' L9 N2120'16"W 152.04' L10 N62°37'09"W 19.16' L11 N6107'09"W 173.01' L12 N45°59'13"W 80.47' L13 N31°09'34"W 219.99' NORTH 0 50 100 GRAPHIC SCALE IN FEET CURVE TABLE NO. RADIUS DELTA CHORD BEARING CHORD LENGTH Cl 505.00' 1°08'10" N49°43'01"E 10.01' 10.01' JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 ANTHONY B CONNER SURVEY, ABSTRACT No. 306 PARCEL NO. 1 O \ LOWE RANCH TRACT HYDE LAND & ROYALTY, LLC (INST. NO. D218215945) TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION WATER EASEMENT BEING a 1.7754 acre (77,338 square foot) tract of land situated in the Jacob Wilcox Survey, Abstract No. 1725, Robert W. Tannahill Survey, Abstract No. 1540, and the Juan Armendaris Survey, Abstract No. 61, City of Fort Worth, Tarrant County, Texas; said tract being of those tracts of land described in deeds to the City of Fort Worth recorded in Volume 519, Page 622; Volume 519, Page 555 and Volume 591, Page 622 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract also being part of Lot 1, Block 26, Lake Worth Leases, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 7635 of the Plat Records, Tarrant County, Texas (P.R.T.C.T.); said tract also being a portion of a tract of land described as Hip Pocket Theatre Lease according the Lease Agreement recorded in Instrument Number D204389711 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner in the northwest line of said Lot 1 and the southeast right-of-way line of Silver Creek Road (a variable width right-of-way); THENCE North 51°52'34" East, along the said northwest line of Lot 1 and the said southeast right-of-way line of Silver Creek Road, a distance of 20.00 feet to a point for corner; from which a 5/8" iron rod set with a cap stamped "KHA" in the southeast line of Freeman's Park, Tract A, of said Lake Worth Leases, bears North 09°32'23" West, a distance of 92.54' THENCE South 38°37'08" East, departing the said northwest line of Lot 1 and the said southeast right-of-way line of Silver Creek Road, a distance of 295.20 feet to a point for corner; THENCE South 31°0709" East, a distance of 343.33 feet to a point for corner; THENCE South 23°37'09" East, a distance of 462.17 feet to a point for corner; THENCE South 16°07'09" East, a distance of 310.04 feet to a point for corner; THENCE South 31°0709" East, a distance of 226.72 feet to a point for corner; THENCE South 46°07'09" East, a distance of 86.95 feet to a point for corner; THENCE South 61°0709" East, a distance of 176.62 feet to a point for corner; THENCE South 62°37'09" East, a distance of 19.76 feet to a point for corner; THENCE South 63°5210" East, a distance of 784.55 feet to a point for corner; WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION WATER EASEMENT THENCE South 21°20'15" East, a distance of 137.58 feet to a point for corner; THENCE South 00°04'21" West, a distance of 1,022.06 feet to a point for corner; THENCE South 40°50'54" West, a distance of 30.62 feet to a point for corner; THENCE North 00°04'21" East, a distance of 1,041.47 feet to a point for corner; THENCE North 21°20'15" West, a distance of 76.86 feet to a 5/8" iron rod set with a cap stamped "KHA" in the east line of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the said O.P.R.T.C.T.; THENCE North 00°01'30" West, along the said east line of Tract 1, FW 820 tract, a distance of 13.62 feet to a point for corner; said point being the most southerly northeast corner of said Tract 1, FW 820 tract; THENCE North 64°06'27" West, along the northeast line of said Tract 1, FW 820 tract, a distance of 7.29 feet to a 5/8" iron rod set with a cap stamped "KHA" for corner; THENCE North 21°20'15" West, departing said northeast line of Tract 1, FW 820 tract, a distance of 31.12 feet to a point for corner; THENCE North 63°52'10" West, a distance of 717.23 feet to a 5/8" iron rod set with a cap stamped "KHA" in the said northeast line of Tract 1, FW 820 tract; THENCE North 59°36'27" West, along said northeast line of Tract 1, FW 820 tract, a distance of 12.16 feet to a 5/8" iron rod set with a cap stamped "KHA" for corner; THENCE North 73°36'27" West, continuing along said northeast line of Tract 1, FW 820 tract, a distance of 5.34 feet to a point for corner; THENCE North 63°52'10" West, departing said northeast line of Tract 1, FW 820 tract, a distance of 42.36 feet to a point for corner; WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION WATER EASEMENT THENCE North 62°37'09" West, a distance of 20.24 feet to a point for corner; THENCE North 61 °0709" West, a distance of 179.52 feet to a point for corner; THENCE North 46°07'09" West, a distance of 92.22 feet to a point for corner; THENCE North 31 °0709" West, a distance of 231.98 feet to a point for corner; THENCE North 16°07'09" West, a distance of 311.36 feet to a point for corner; THENCE North 23°37'09" West, a distance of 459.55 feet to a point for corner; THENCE North 31 °0709" West, a distance of 340.71 feet to a point for corner; THENCE North 38°37'08" West, a distance of 294.06 feet to the POINT OF BEGINNING and containing 77,338 square feet or 1.7754 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS \ / FREEMAN'S PARK \ / TRACT A \ \ Rsc/ LAKE WORTH LEASES s \ (CAB. A, SL. 7635) N09°32'23"W \ FIR T TRACT CITY WORTH (VOL. 519, PG. 622) o � \ P.O.B. p� \ O \ \ LOT 1 HOLLOW CREEK (VOL. 388-126, PG. 1) ROBERT L. DOW (VOL. 6336, PG. 357) \o / - TR �P• OPp2pg1�092� 11NST No. TRACT 1 FW 820, LLC. (INST. NO. D222026020) APPROXIMATE LOCATION LOT 1, BLOCK 26 LAKE WORTH LEASES FIRST TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) WATER EASEMENT 1.7754 ACRES 77,338 SQ. FT. sp �o 2��o O>, O> OO NORTH 7 0 50 100 GRAPHIC SCALE IN FEET MATCHLINE (SEE SHEET 5) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY q 6558 WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725, ROBERT W. TANNAHILL SURVEY, ABSTACT No. 1540, AND JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 4) NORTH \ 0 50 100 GRAPHIC SCALE IN FEET r � GFIRST TRACT - CITY OF FORT WORTH (VOL. 519, PG. 622) N J TRACT 1 \ FW 820, LLC. (INST. NO. D222026020) \ WATER EASEMENT 1.7754 ACRES 77,338 SQ. FT. MATCHLINE (SEE SHEET 6) WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725, ROBERT W. TANNAHILL SURVEY, ABSTACT No. 1540, AND JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimigy)OHorn S01 Cherry Street, Unit 11, Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100' MKK SCR 01/13/2025 061018452 5OF10 10 KENT, MASON 1/13/20254:31 PM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM EAST WE UPDATE.DWG MATCHLINE (SEE SHEET 5) co? �o \V/2 m W W � � O Q Nom, 6) TRACT 1 •�� FW 820, LLC. (INST. NO. D222026020) \ NORTH I0 50 100 GRAPHIC SCALE IN FEET FIRST TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) APPROXIMATE LOCATION HIP POCKET THEATRE LEASE (INST. No. D204389711) (AFFECTED BY INST. No. D215155629) FIRST TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) WATER EASEMENT 1.7754 ACRES 77,338 SQ. FT. S61 °07'09"E I 176.62' I MATCHLINE (SEE SHEET 7) WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725, ROBERT W. TANNAHILL SURVEY, ABSTACT No. 1540, AND JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 6) rL3 L12 - JACOB WILCOX SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1022 NORTH 0 50 100 GRAPHIC SCALE IN FEET Li 1-' L10 -� - APPROXIMATE LOCATION HIP POCKET THEATRE LEASE (INST. No. D204389711) t (AFFECTED BY INST. No. / APPROXIMATE SURVEY LINE `-IRSC D215155629) /' L9 SECOND TRACT IRSC \ SRI CITY OF FORT WORT \ S2'O (VOL. 519, PG. 622)' D F � N63 os2 �0 X84 SS 2 TRACT 1 i�) ' r FW 820, LLC. 23, Z (INST. NO. D222026020) m O) m WATER m EASEMENT U) 1.7754 ACRES m 77,338 SQ. FT. I m i I WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725, ROBERT W. TANNAHILL SURVEY, ABSTACT No. 1540, AND JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 50 100 ' I GRAPHIC SCALE IN FEET SECOND TRACT > CITY OF FORT WORTH N �I (VOL. 519, PG. 622) = o 2 Z U O U F Z 3°S , 3 co 0 m CITY OF FORT WORTH m 210., Q z ¢ (VOL. 519, PG. 555) 63 - % (VOL. 591, PG. 622) m' °S21°„ 4 Ss CD. �'1'> ii X23' m L8 m I IRSC i S21 °20'15"E L7 137.58' ' L6 IRSC L5 TRACT 1 I FW 820, LLC. o 0 (INST. NO. D222026020) I ,, N t o WATER o EASEMENT 0 1.7754 ACRES 77,338 SQ. FT. MATCHLINE (SEE SHEET 9) WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725, ROBERT W. TANNAHILL SURVEY, ABSTACT No. 1540, AND JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev*Horn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100' MKK SCR 01/13/2025 061018452 8OF10 10 KENT, MASON 1/13/20254:31 PM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM EAST WE UPDATE.DWG MATCHLINE (SEE SHEET 8) NORTH - IIIIIIIIIII- IIIIIIIIIII- - IIIIIIIIIII- - 0 50 100 GRAPHIC SCALE IN FEET CITY OF FORT WORTH o (VOL. 519, PG. 555) (VOL. 591, PG. 622) N O O r r TRACT 1 FW 820, LLC. (INST. NO. D222026020) N 0 to ° o CD � I , WATER EASEMENT 1.7754 ACRES 77,338 SQ. FT. MATCHLINE (SEE SHEET 10) WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725, ROBERT W. TANNAHILL SURVEY, ABSTACT No. 1540, AND JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimigy)OHorn 801 Cherry Street, Unit 11, Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM #10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100' MKK SCR 01/13/2025 061018452 9OF10 KENT, MASON 1/13/2025 4:31 PM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM EAST WE UPDATE.DWG MATCHLINE (SEE SHEET 9) / _ WATER o EASEMENT 0 1.7754 ACRES 77,338 SQ. FT. TRACT 1 (N N FW 820, LLC. Io CD (INST. NO. D222026020) o C/) CITY OF FORT WORTH (VOL. 519, PG. 555) (VOL. 591, PG. 622) I L4 \ \ JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 LINE TABLE NO. BEARING LENGTH L1 N51°52'34"E 20.00' L2 S46°07'09"E 86.95' L3 $6237'09"E 19.76' L4 S40°50'54"W 30.62' L5 N2120'15"W 76.86' L6 N00°01'30"W 13.62' L7 N64°06'27"W 7.29' L8 N2120'15"W 31.12' L9 N59°36'27"W 12.16' L10 N7336'27"W 5.34' L11 N6352'10"W 42.36' L12 N62°37'09"W 20.24' L13 N6107'09"W 179.52' L14 N46°07'09"W 92.22' ANTHONY B' CO'NNER SURVEY, ABSTRACT No. 306 \ `��6s O 2 � �92�9S PARCEL NO. 1 FO LOWE RANCH TRACT HYDE LAND & ROYALTY, LLC NORTH ��C, (INST. NO. D218215945) \\ \\ 0 50 100 GRAPHIC SCALE IN FEET LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725, ROBERT W. TANNAHILL SURVEY, ABSTACT No. 1540, AND JUAN ARMENDARIS SURVEY, ABSTRACT No. 61 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENTS BEING a 0.0365 acre (1,588 square foot) tract of land (Tract 1) and a 0.9134 acre (39,787 square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being portions of tracts of land described as Tract 1 and Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas; said tracts being more particularly described as follows: TRACT I BEGINNING at a point for corner in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.) from which a 5/8" iron rod set with a cap stamped "KHA" in the said southwest line of Tract 1 and the said northeast line of Tract No. 2 bears North 39°09'06" West, a distance of 20.31 feet; THENCE North 40°50'54" East, departing the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 75.88 feet to a point for corner; THENCE South 00°10'35" West, a distance of 38.36 feet to a point for corner; THENCE South 40°50'54" West, a distance of 51.20 feet to a point for corner in the said southwest line of Tract 1 and the said northeast line of Tract No. 2, from which a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract No. 2 and the northeast line of said Tract 2, bears South 40°50'54" West, a distance of 76.16 feet ; THENCE North 39°09'06" West, along the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 25.39 feet to the POINT OF BEGINNING and containing 1,588 square feet or 0.0365 acres of land, more or less. SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENTS TRACT 2 BEGINNING at a point for corner in the northeast line of said Tract 2 and the southwest line of said Tract No. 2, from which a 5/8" iron rod set with a cap stamped "KHA" in the northeast line of said Tract No. 2 and the southwest line of said Tract 1, bears North 60°0331" East, a distance of 75.98 feet; THENCE South 39°09'06" East, along the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 156.35 feet to a point for corner; THENCE South 00°10'35" West, departing the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 1,446.26 feet to a point for corner in the south line of said Tract 2 and the north right-of-way line of Verna Trail North (a 60 foot right-of-way); THENCE North 89°58'05" West, along said south line of Tract 2 and said north right-of-way line of Verna Trail North, a distance of 25.00 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped "KHA" in said south line of Tract 2 and said north right-of-way line of Verna Trail North, bears North 89°58'05" West, a distance of 20.00 feet; THENCE North 00°10'35" East, departing said south line of Tract 2 and said north right-of-way line of Verna Trail North, a distance of 1,437.38 feet to a point for corner; THENCE North 39°09'06" West, a distance of 143.01 feet to a point for corner; THENCE North 40°50'54" East, a distance of 25.39 feet to the POINT OF BEGINNING and containing 39,787 square feet or 0.9134 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS TRACT 1 FW 820, LLC. (INST. NO. D222026020) \ \ TRACT 1 SANITARY SEWER \ EASEMENT 0.0365 ACRES 1,588 SQ. FT. TRACT 2 FW 820, LLC. (INST. NO. D222026020) P.O.B. TRACT 2 SANITARY SEWER EASEMENT 0.9134 ACRES 39,787 SQ. FT. NOTES N J CITY OF FORT WORTH (VOL. 519, PG. 555) (VOL. 591, PG. 622) NORTH 0 30 60 GRAPHIC SCALE IN FEET IRSC N39°09'06"W 20.31' nj P.O.- - - N60°03'31"E s PARCEL NO. 1 1 O1 LOWE RANCH TRACT vqb S40°5054"W \ ��, HYDE LAND & ROYALTY, LLC / 76.16' \ (INST. NO. D218215945) IRSC 2' /LO CjA/20 9 C� �L F MATCHLINE (SEE SHEET 4) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 30 60 GRAPHIC SCALE IN FEET TRACT 2 SANITARY SEWER EASEMENT 0.9134 ACRES 39,787 SQ. FT. TRACT 2 FW 820, LLC. (INST. NO. D222026020) MATCHLINE SEE SHEET 3) 1 W M co o O O 0 PARCEL NO. 2 Z 0 LOWE RANCH TRACT HYDE LAND & ROYALTY, LLC I (INST. NO. D218215945) MATCHLINE (SEE SHEET 5) SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 4) NORTH 0 30 60 GRAPHIC SCALE IN FEET PARCEL NO. 2 LOWE RANCH TRACT TRACT 2 HYDE LAND & ROYALTY, LLC FW 820, LLC. (INST. NO. D218215945) (INST. NO. D222026020) TRACT2 I SANITARY SEWER I EASEMENT 0.9134 ACRES 39,787 SQ. FT. 0O N N- C) y , T W co cO M o I CD o I O O Z CD MATCHLINE (SEE SHEET 6) SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev)))Horn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 60' MKK SCR 01/14/2025 061018452 5 OF 7 KENT, MASON 1/14/2025 8:12 AM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE FW 820 SSES.DWG TRACT 2 FW 820, LLC. (INST. NO. D222026020 TRACT 2 SANITARY SEWER EASEMENT 0.9134 ACRES 39,787 SQ. FT. L- MATCHLINE (SEE SHEET 5) D D D D D ' I MATCHLINE (SEE SHEET 7) NORTH 0 30 60 GRAPHIC SCALE IN FEET PARCEL NO. 2 LOWE RANCH TRACT HYDE LAND & ROYALTY, LLC (INST. NO. D218215945) SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET TRACT 2 SANITARY SEWER EASEMENT 0.9134 ACRES 39,787 SQ. FT. NORTH MATCHLINE (SEE SHEET 6) I 30 60 \ \\ I GRAPHIC SCALE IN FEET HYDE LAND & ROYALTY, LLC N (INST. NO. D218215945) M r r w \\\\\ - - M M I o r TRACT2 0 o I REMAINDER OF TRACT 2- FW 820, LLC. Z (INST. NO. D222026020) I WHITE SETTLEMENT INDEPENDENT SCHOOL DISTRICT I INST. NO. D203401563 N89°58'05'W 20.00' IRSC- L6 VERNA TRAIL NORTH (60 -FOOT WIDE RIGHT-OF-WAY) (VOL. 4975, PG. 239) LINE TABLE NO. BEARING LENGTH L1 N40'50'54"E 75.88' L2 S0010'35"W 38.36' L3 S40°50'54"W 51.20' L4 N39°09'06'W 25.39' L5 S39°09'06"E 156.35' L6 N89'58'05"W 25.00' L7 N39'09'06"W 143.01' L8 N40°50'54"E 25.39' 38.13' REMAINDER OF I CALLED 247.958 ACRES POZO HERMOSA, LLC I INST. NO. D219292763 SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENTS BEING a 0.0231 acre (1,006 square foot) tract of land (Tract 1) and a 0.3752 acre (16,343 square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being a portion of tracts of land described as Tract 1 and Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas; said tracts being more particularly described as follows: TRACT 1 BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 39°09'06" West, along the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 10.15 feet to a point for corner from which a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract No. 2 and the northeast line of said Tract 2 bears South 08°12'14" West, a distance of 101.96 feet; THENCE North 40°50'54" East, departing the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 105.50 feet to a point for corner; THENCE South 00°10'35" West, a distance of 15.34 feet to a point for corner (Northing: 6970520.33, Easting: 2280176.87); THENCE South 40°50'54" West, a distance of 95.63 feet to the POINT OF BEGINNING and containing 1,006 square feet or 0.0231 acres of land, more or less. TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENTS TRACT BEGINNING at a point for corner in the northeast line of said Tract 2 and the southwest line of said Tract No. 2, from which a 5/8" iron rod set with a cap stamped "KHA" in the said northwest line of Tract 2 and the said southwest line of Tract No. 2 bears South 39°09'06" East, a distance of 45.69 feet; THENCE South 40°5054" West, departing the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 45.69 feet to a point for corner; THENCE South 39°09'06" East, a distance of 152.64 feet to a point for corner; THENCE South 00°1035" West, a distance of 1,430.29 feet to a 5/8" iron rod set with a cap stamped "KHA" in the south line of said Tract 2 and the north right-of-way line of Verna Trail North (a 60 foot wide right-of-way); THENCE North 89°58'05" West, along the said south line of Tract 2 and the said north right-of-way line of Verna Trail North, a distance of 10.00 feet to a point for corner; THENCE North 00°1035" East, departing the said south line of Tract 2 and the said north right-of-way line of Verna Trail North, a distance of 1,426.74 feet to a point for corner; THENCE North 39°09'06" West, a distance of 157.46 feet to a point for corner; THENCE North 40°50'54" East, a distance of 55.85 feet to a point for corner in the said northeast line of Tract 2 and the said southwest line of Tract No. 2; THENCE South 39°09'06" East, along the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 10.15 feet to the POINT OF BEGINNING and containing 16,343 square feet or 0.3752 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET TRACT 1 FW 820, LLC. (INST. NO. D222026020) NORTH 0 15 30 GRAPHIC SCALE IN FEET TRACT 1 S00°10'35"W I TEMPORARY 15.34' CONSTRUCTION EASEMENT N6970520.33 \ 0.0231 ACRES E:2280176.87 O 1,006 SQ. FT. r,,• I ` CITY OF FORT WORTH (VOL. 519, PG. 555) � \ oD� �� (VOL. 591, PG. 622) N39°09'06"W 1 P.O.B. 10' 15' IRSC J// S08°12'14"W \ 101.96' IRSC AIATCQ Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 25 50 GRAPHIC SCALE IN FEET TRACT 2 FW 820, LLC. (INST. NO. D222026020) S39°09'06"E- 45.69' c \ TRACT 2 TEMPORARY CONSTRUCTION EASEMENT 0.3752 ACRES 16,343 SQ. FT. MATCHLINE (SEE SHEET 5) TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH MATCHLINE (SEE SHEET 4) 0 25 50 GRAPHIC SCALE IN FEET TRACT 2 TEMPORARY CONSTRUCTION EASEMENT 0.3752 ACRES 16,343 SQ. FT. N co\Q N r T TRACT 2 FW 820, LLC. M (INST. NO. D222026020) M 0 0 o O o O O Z U) MATCHLINE (SEE SHEET 6) TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimle-v*Hom801t,1, .6511 Fort Worth, Texas 76102 FIRM #10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1=50' MKK SCR 01/13/2025 061018452 5 OF 8 KENT, MASON 1/14/2025 10:48 AM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE FW 820 TCES.DWG MATCHLINE (SEE SHEET 5) NORTH 0 25 50 GRAPHIC SCALE IN FEET TRACT 2 TEMPORARY CONSTRUCTION EASEMENT 0.3752 ACRES 16,343 SQ. FT. TRACT2 r n! FW 820, LLC. r M (INST. NO. D222026020) r r W LO O O r r O O Z O) IIIIIIIIIIIII- - - - IIIIIIIIIIIIIIII- IIIIIIIIIIIIII- MATCHLINE (SEE SHEET 7) TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimle-v*Hom801t,1, .6511 Fort Worth, Texas 76102 FIRM #10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1=50' MKK SCR 01/13/2025 061018452 6 OF 8 KENT, MASON 1/14/2025 10:48 AM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE FW 820 TCES.DWG MATCHLINE (SEE SHEET 6) NORTH 0 25 50 GRAPHIC SCALE IN FEET TRACT 2 TEMPORARY CONSTRUCTION EASEMENT 0.3752 ACRES 16,343 SQ. FT. N O N C7 r r w or M LO) O r TRACT2 0 o FW 820, LLC. Z p (INST. NO. D222026020) U) IIIIIIIIIIII- IIIIIIIIIIIIIII- IIIIIIIIIIIIIII- - IIIIIIIIIIIIIII- IIIIIIIIIIIIIIII- IIIIIIIIIIIII- MATCHLINE (SEE SHEET 8) TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimle-v*Hom801t,1, .6511 Fort Worth, Texas 76102 FIRM #10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1=50 , MKK SCR 01/13/2025 061018452 7 OF 8 KENT, MASON 1/14/2025 10:48 AM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE FW 820 TCES.DWG MATCHLINE (SEE SHEET 7) NORTH 0 25 50 GRAPHIC SCALE IN FEET TRACT 2 TEMPORARY CONSTRUCTION EASEMENT 0.3752 ACRES 16,343 SQ. FT. N N N M Ui r r TRACT2 FW 820, LLC. M (INST. NO. D222026020) o p o r O o O o0 z U) LEGEND �\ t P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET 1036.28' 83.13' L3 IRsc VERNA TRAIL NORTH (60 -FOOT WIDE RIGHT-OF-WAY) (VOL. 4975, PG. 239) TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev)))Horn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 5O MKK SCR 01/13/2025 061018452 8 OF 8 LINE TABLE NO. BEARING LENGTH L1 S40°50'54"W 45.69' L2 S39°09'06"E 152.64' L3 N89°58'05"W 10.00' L4 N39°09'06"W 157.46' L5 N40°50'54"E 55.85' L6 S39°09'06"E 10.15' KENT, MASON 1/14/2025 10:48 AM K:\FTW_SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE FW 820 TCES.DWG LEGAL DESCRIPTION WATER EASEMENT BEING a 0.0394 acre (1,715 square foot) tract of land (Tract 1) and a 0.7425 acre (32,344 square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being portions of tracts of land described as Tract 1 and Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas; said tracts being more particularly described as follows: TRACT I BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 40°50'54" East, departing the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 95.63 feet to a point for corner (Northing 6970520.33, Easting: 2280176.87); THENCE South 00°1035" West, a distance of 30.69 feet to a point for corner; THENCE South 40°50'54" West, a distance of 75.88 feet to a point for corner in the said southwest line of Tract 1 and the said northeast line of Tract No. 2; from which a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract No.2 and the northeast line of said Tract 2 bears South 23°36'31" West, a distance of 84.35 feet; THENCE North 39°09'06" West, along the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 20.31 feet to the POINT OF BEGINNING and containing 1,715 square feet or 0.0394 acres of land, more or less. WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION WATER EASEMENT TRACT 2 BEGINNING at a point for corner in the said northeast line of Tract 2 and the said southwest line of Tract No. 2 from which an iron rod set with a cap stamped "KHA" in the said northeast line of Tract 2 and the southwest line of Tract No. 2 bears South 39°09'06" East, a distance of 25.39 feet; THENCE South 40°5054" West, departing the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 25.39 feet to a point for corner; THENCE South 39°09'06" East, a distance of 143.01 feet to a point for corner; THENCE South 00°1035" West, a distance of 1,437.38 feet to a point for corner in the south line of said Tract 2 and the north right-of-way line of Verna Trail North (a 60 foot right-of-way); THENCE North 89°58'05" West, along said south line of Tract 2 and said north right-of-way line of Verna Trail North, a distance of 20.00 feet to a 5/8" iron rod set with a cap stamped "KHA" in the said south line of Tract 2 and said north right-of-way line of Verna Trail North; THENCE North 00°10'35" East, departing the said south line of Tract 2 and the said north right-of-way line of Verna Trail North, a distance of 1,430.29 feet to a point for corner; THENCE North 39°09'06" West, a distance of 152.64 feet to a point for corner; THENCE North 40°50'54" East, a distance of 45.69 feet to a point for corner in the said northeast line of Tract 2 and the said southwest line of Tract No. 2; THENCE South 39°09'06" East, along said northeast line of Tract 2 and said southwest line of Tract No. 2, a distance of 20.31 feet to the POINT OF BEGINNING and containing 32,344 square feet or 0.7425 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS N:6970520.33 NORTH 0 10 20 O GRAPHIC SCALE IN FEET M O TRACT 1 0 FW 820, LLC. o (INST. NO. D222026020) U) O� o Ai O hQ 9s �'� TRACT 1 WATER EASEMENT P.O.B. o�� 0.0394 ACRES IRSC ` 1,715 SQ. FT. a NOTES S23°36'31 "W -7 84.35' �- IRSC Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com :••G%S T I MICHAEL CLEO BILLINGSLEY 6558 WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 35 70 GRAPHIC SCALE IN FEET TRACT 2 FW 820, LLC. (INST. NO. D222026020) l7 TRACT 2 WATER EASEMENT 0.7425 ACRES 32,344 SQ. FT. - P.O.B. \ U -S39°09'06"E \ 25.39 U >- IRSC bH}� \ �p WZ� oO QL�zzZ `79�LOtPc? [� 6 OQZ �J 1 `t J J � E, I NQJ� C") I °=c, - Q O < I J Z Z MO OWH cSO O J O Z o 1 r >- Z MATCHLINE (SEE SHEET 5) WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 4) 0 35 70 \ GRAPHIC SCALE IN FEET TRACT 2 WATER EASEMENT 0.7425 ACRES I 32,344 SQ. FT. TRACT 2 FW 820, LLC. (INST. NO. D222026020) 1\. N C r 1` r U IO3 L1I N Q N z=Oof p M W Z 0 O ° Q w Z Z O 00 D_ J z I gLUZ_ 2 MATCHLINE (SEE SHEET 6) WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimigy)OHorn S01 Cherry Street, Unit 11, Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 70' MKK SCR 01/13/2025 061018452 5 OF 7 KENT, MASON 1/14/2025 10:46 AM K:\FTW_SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE FW 820 WES.DWG NORTH 0 35 70 GRAPHIC SCALE IN FEET MATCHLINE (SEE SHEET 7) TRACT 2 WATER EASEMENT 0.7425 ACRES 32,344 SQ. FT. TRACT2 a) 00 FW 820, LLC. (INST. NO. D222026020) c i T W `r L M C7 O O zI\V ___ __ MATCHLINE (SEE SHEET 5) WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/"KHA" CAP SET MATCHLINE (SEE SHEET 6) NORTH 0 35 70 TRACT 2 N co FW 820, LLC. I GRAPHIC SCALE IN FEET (INST. NO. D222026020) r O 0 z TRACT 2 I WATER EASEMENT 0.7425 ACRES I 32,344 SQ. FT. \\ I __ 1046.28' 63.13' IRSC L3 VERNA TRAIL NORTH (60 -FOOT WIDE RIGHT-OF-WAY) (VOL. 4975, PG. 239) LINE TABLE NO. BEARING LENGTH L1 S40°50'54"W 25.39' L2 S3909'06"E 143.01' L3 N89°58'05"W 20.00' L4 N39`09'06"W 152.64' L5 N40050'54"E 45.69' L6 S39 -09'06"E 20.31' REMAINDER OF CALLED 247.958 ACRES POZO HERMOSA, LLC INST. NO. D219292763 I WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.4740 acre (20,648 square foot) tract of land situated in the Jacob Wilxox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 36°08'14" West, along the said southwest line of Tract 1 and the northeast line of Tract No. 1, a distance of 30.03 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of a tract of land described in Warranty Deed to Texas Electric Service Company recorded in Volume 2179, Page 198, D.R.T.C.T., and the northeast line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892, O.P.R.T.C.T., bears South 51°15'09" West, a distance of 75.07 feet; THENCE North 51°15'09" East, departing the said southwest line of Tract 1 and the said northeast line of Tract No. 1, a distance of 40.34 feet to a point for corner in the north line of said Tract 1 and the south line of a tract of land described as Tract III in said Special Warranty Deed to Third Peak, LP; THENCE North 77°33'46" East, along the said north line of Tract 1 and the said south line of Tract III, a distance of 474.18 feet to a point for corner; THENCE South 63°46'57" East, departing the said north line of Tract 1 and the said south line of Tract III, a distance of 169.42 feet to a point for corner; THENCE South 28°29'29" East, a distance of 51.93 feet to a 5/8" iron rod set with a cap stamped "KHA"; THENCE North 63°46'57" West, a distance of 201.28 feet to a point for corner; THENCE South 77°33'46" West, a distance of 456.64 feet to a point for corner; THENCE South 51°15'09" West, a distance of 34.69 feet to the POINT OF BEGINNING and containing 20,648 square feet or 0.4740 acres of land, more or less. NfTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. SANITARY SEWER EASEMENT JACOB WILXOX #2 SURVEY, c •;OF f T�ABSTRACT No. 1725 RF :ryMICHAEL CLEO BILLINGSLEYo �.NCITY OF FORT WORTH REGISTERED PROFESSIONAL••••••........m... TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 LEO BILLINGSLE801 CHERRY STREET, ••••••••••••••••�••Kiml >>> H rn UNIT11SUITE13006558 ��OFORT WORTH, TEXAS 76102 e s s �`°' ' �lO 801 Cherry Street, Unit 11, #1300 Tel. No. (817) 335-6511 PH.mic 817-335-6511•S` URv Fort Worth, Texas 76102 FIRM #10194040 www.kimley-horn.com Sce I Drawn by Checked by Date Project No. Sheet Nt michael.billingsleykimley-horn.coN/A MKK SCR 01/13/2025 061018452 I 1OF2 LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET LINE TABLE NO. BEARING LENGTH L1 N36°08'14"W 30.03' L2 N51'15'09"E 40.34' L3 $6346'57"E 169.42' L4 S2829'29"E 51.93' L5 N63°46'57"W 201.28' L6 S5115'09"W 34.69' 551°15'09"W 75.07' IRSC NOTES NORTH 0 75 150 LOT 1 GRAPHIC SCALE IN FEET HOLLOW CREEK (VOL. 388-126, PG. 1) ROBERT L. DOW (VOL. 6336, PG. 357) TRACT III THIRD PEAK, LP INST. NO. D208170892 703346„E 474.18' L2 N7 46„W 456.64, S77033 L6 L1 P.O.B. IRSC 9O TRACT 1 FW 820, LLC. (INST. NO. D222026020) A21,O�\ <S SANITARY SEWER EASEMENT 0.4740 ACRES 20,648 SQ. FT. 1 L4 - IRSC Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILXOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.3193 acre (13,910 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 5101509 East, departing the said southwest line of Tract 1 and the said northeast line of Tract No. 1, a distance of 34.69 feet to a point for corner; THENCE North 77°33'46" East, a distance of 456.64 feet to a point for corner; THENCE South 63°46'57" East, a distance of 201.28 feet to a 5/8" iron rod set with a cap stamped "KHA"; THENCE South 28°29'29" East, a distance of 34.62 feet to a point for corner; THENCE North 63°46'57" West, a distance of 222.52 feet to a point for corner; THENCE South 77°33'46" West, a distance of 444.95 feet to a point for corner; THENCE South 51°15'09" West, a distance of 30.93 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped 'KHA" in the southwest line of a tract of land described in Warranty Deed to Texas Electric Service Company recorded in Volume 2179, Page 19, D.R.T.C.T. and the northeast line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892, O.P.R.T.C.T., bears South 85°44'11" West, a distance of 88.31 feet; THENCE North 36°08'14" West, along said southwest line of Tract 1 and said northeast line of Tract No. 1, a distance of 20.02 feet to the POINT OF BEGINNING and containing 13,910 square feet or 0.3193 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NORTH 0 75 150 GRAPHIC SCALE IN FEET NOTES LOT 1 HOLLOW CREEK (VOL. 388-126, PG. 1) LINE TABLE NO. BEARING LENGTH L1 N51°15'09"E 34.69' L2 S2829'29"E 34.62' L3 S51°15'09"W 30.93' L4 N36'08'14"W 20.02' ROBERT L. DOW \ (VOL. 6336, PG. 357) TRACT III THIRD PEAK, LP INST. NO. D20817089 L1 7�°33 46' W 4q.4.95 �6S)„� ��28`� IRSC P.O.B. IRSC TEMPORARY 22S2' IRSC e L3 CONSTRUCTION S85°44'11"W L4\ EASEMENT 88.31' 0.3193 ACRES 13,910 SQ. FT. a o \ J = I \ C'>\ TRACT 1 U Q o FW 820, LLC. < o (INST. NO. D222026020) O I. Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. ,737)7 MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION WATER EASEMENT BEING a 0.0002 acre (8 square foot) tract of land (Tract 1) and a 0.0010 acre (45 square foot) tract of land (Tract 2) situated in the Jacob Wilcox #2 Survey, Abstract No. 1725 and the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: TRACT 1 BEGINNING at a point for corner in the northeast line of said Tract 1 (Northing: 6972039.51, Easting: 2279531.07); THENCE South 73°36'27" East, along the said northeast line of Tract 1, a distance of 5.34 feet to a 5/8" iron rod set with a cap stamped "KHA" for corner; THENCE South 59°36'27" East, continuing along the said northeast line of Tract 1, a distance of 12.16 feet to a 5/8" iron rod set with a cap stamped "KHA" for corner; THENCE North 63°52'10" West, departing the said northeast line of Tract 1, a distance of 17.39 feet to the POINT OF BEGINNING and containing 8 square feet or 0.0002 acres of land, more or less. TRACT 2 BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the said northeast line of Tract 1 (Northing: 6971686.99, Easting: 2280201.92); THENCE South 64°06'27" East, along the said northeast line of Tract 1, a distance of 7.29 feet to a point on the most southerly northeast corner of said Tract 1; THENCE South 00°01'30" East, along the east line of said Tract 1, a distance of 13.62 feet to a 5/8" iron rod set with a cap stamped "KHA" for corner; THENCE North 21°20'15" West, departing the said east line of Tract 1, a distance of 18.04 feet to the POINT OF BEGINNING and containing 45 square feet or 0.0010 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 TF ROBERT W. TANNAHILL SURVEY, ,��•_oF-• RFo ABSTRACT No.1540 MICHAEL CLEO BILLINGSLEY � =;N CITY OF FORT WORTH REGISTERED PROFESSIONAL ••-••••••••-•••••••••--•-•••-•••-- TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY 801 CHERRY STREET, •'•••' ••-•-•--••••••--•--•-•••'•• UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 S URv michael.billingsley@kimley-horn.com APPROXIMATE LOCATION HIP POCKET THEATRE LEASE NORTH (INST. No. D204389711) (AFFECTED BY INST. No. D215155629) SECOND TRACT 0 5 10 CITY OF FORT WORTH (VOL. 519, PG. 622) GRAPHIC SCALE IN FEET SECOND TRACT \ CITY OF FORT WORTH (VOL. 519, PG. 622) TRACT 1 P.O.B. N:6972039.51 WATER EASEMENT E:2279531.07 0.0002 ACRES �3 �2 8 SQ. FT. IRSC TRACT 1 FW 820, LLC. (INST. NO. D222026020) APPROXIMATE SURVEY LINE AIATCC JACOB WILCOX SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1022 Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 TF ROBERT W. TANNAHILL SURVEY, ,��•_oF-• RFo ABSTRACT No.1540 MICHAEL CLEO BILLINGSLEY rrj =;N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••-••••••••••-••••••••••- TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLE0 BILLINGSLEY 801 CHERRY STREET, "'••' ""'"'"•"""""""•' UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 •9i� .:BSS °.yO PH. 817-335-6511 S URv michael.billingsley@kimley-horn.com LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NORTH 0 5 10 SECOND TRACT GRAPHIC SCALE IN FEET CITY OF FORT WORTH H (VOL. 519, PG. 622) 'w P.O.B. IRSC N.6971686.99 <4 E:2280201.92 TRACT 2 WATER EASEMENT 0.0010 ACRES �� \ 45 SQ. FT. TRACT 1 `—IRSc CITY OF FORT WORTH FW 820, LLC. > ' (VOL. 519, PG. 555) (INST. NO. D222026020) (VOL. 591, PG. 622) ¢z �� Q ¢ roLU O ' WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No.1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.0062 acre (269 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner being the north corner of said Tract 2 and the most westerly northwest corner of a tract of land described as TRACT NO. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); from which a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of a tract of land described in Warranty Deed to Texas Electric Service Company recorded in Volume 2179, Page 198, D.R.T.C.T., bears North 36°08'14" West, a distance of 3.25 feet; THENCE South 36°08'14" East, along the northeast line of said Tract 2 and the southwest line of said TRACT NO. 1, a distance of 26.78 feet to a point for corner; THENCE South 51°15'09" West, departing the said northeast line of Tract 2 and the said southwest line of TRACT NO. 1, a distance of 16.76 feet to a point for corner; THENCE South 77°39'09" West, a distance of 2.81 feet to a point for corner in the west line of said Tract 2 and the east line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP recorded in Instrument Number D208170892, O.P.R.T.C.T., from which a 5/8" iron rod set with a cap stamped "KHA" in the north line of said Tract II bears North 42°44'19" West, a distance of 364.28 feet; THENCE North 00°02'20" East, along the said east line of Tract II and the said west line of Tract 2, a distance of 32.72 feet to the POINT OF BEGINNING and containing 269 square feet or 0.0062 acres of land, more or less NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS IRSC IRSC P.O.B. -� ti\ N- Ago\ M ji9%2\ W 6Q N o TRACT II o THRID PEAK, LP z (INST. NO. D208170892) \ S77°39'09"W 2.81' TRACT NO. 1 - TEXAS ELECTRIC SERVICE COMPANY (VOL. 2166, PG. 282) N36°08'14"W 3.25' 536°08'14"E 26.78' SANITARY SEWER EASEMENT 0.0062 ACRES 269 SQ. FT. S51 °15'09"W 16.76' TRACT 2 FW 820, LLC. (INST. NO. O222026020) LEGEND P.O.B. = POINT OF BEGINNING I NORTH IRSC = 5/8" IRON ROD W/ "KHA" CAP SET \ 0 10 20 NOTES GRAPHIC SCALE IN FEET Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY 6558 SSX0%- b Y/ SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.0119 acre (520 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instruments Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T); said tract being more particularly described as follows: BEGINNING at a point for corner in the west line of said Tract 2 and the east line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892, O.P.R.T.C.T., from which a 5/8" iron rod set with a cap stamped "KHA" in the north line of said Tract II bears North 40°38'20" West, a distance of 379.56 feet; THENCE North 00°02'20" East, along the said west line of Tract 2 and the said east line of Tract II, a distance of 20.48 feet to a point for corner; THENCE North 77°39'09" East, departing the said west line of Tract 2 and the said east line of Tract II, a distance of 2.81 feet to a point for corner; THENCE North 51°15'09" East, a distance of 16.76 feet to a point for corner in the northeast line of said Tract 2 and the southwest line of a tract of land described as TRACT NO. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282, D.R.T.C.T., from which a 5/8" iron rod set with a cap stamped "KHA" in the said northeast line of Tract II and the southwest line of a tract of land described in Warranty Deed to Texas Electric Service Company recorded in Volume 2179, Page 198, D.R.T.C.T., bears North 36°08'14" West, a distance of 30.03 feet; THENCE South 36°08'14" East, along the said northeast line of Tract 2 and the said southwest line of TRACT NO. 1, a distance of 20.02 feet to a point for corner; THENCE South 51°15'09" West, departing the said northeast line of Tract 2 and the said southwest line of TRACT NO. 1, a distance of 20.54 feet to a point for corner; THENCE South 77°39'09" West, a distance of 11.89 feet to the POINT OF BEGINNING and containing 520 square feet or 0.0119 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS IRSC IRI AO o L P.O.B. NORTH 0 15 30 GRAPHIC SCALE IN FEET TRACT NO. 1 - TEXAS ELECTRIC SERVICE COMPANY (VOL. 2166, PG. 282) TEMPORARY CONSTRUCTION EASEMENT 0.0119 ACRES 520 SQ. FT. TRACT II TRACT 2 THRID PEAK, LP I FW 820, LLC. (INST. NO. D208170892) (INST. NO. D222026020) O6' zo LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ,,.�•_oF-• TF ABSTRACT No. 1725 MICHAEL CLEO BILLINGSLEY cl P ``G` RFo =;N CITY OF FORT WORTH REGISTERED PROFESSIONAL ••-------••-------•••--•-•••-•••-- TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY 801 CHERRY STREET, •'•-•' •--•-•--••••••--•--•••••'•• UNIT 11 SUITE 1300 Apo 6558 �P;� FORT WORTH, TEXAS 76102 •9ti .: E s s 1 °.yO PH. 817-335-6511 S URv michael.billingsley@kimley-horn.com lFNT AA AC(1M 1/1'2/WMS 1f1-')1 AI\A V \FT\A/ CI IR\/\/FR (.RFFK I CFAA_rhA\f\IV(;\I LINE TABLE NO. BEARING LENGTH L1 N00°02'20"E 20.48' L2 N77°39'09"E 2.81' L3 N5115'09"E 16.76' L4 S36°08'14"E 20.02' L5 S51°15'09"W 20.54' L6 S7739'09"W 11.89' LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.0241 acre (1,048 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant, County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the most southerly northwest corner of said Tract 2 and the interior east ell corner of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP recorded in Instrument Number D208170892 of the O.P.R.T.C.T. THENCE North 89°55'51" East, along the most southerly northwest north line of said Tract 2 and the east line of said Tract II, a distance of 35.66 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped "KHA" in the north line of said Tract II bears North 05°43'36" East, a distance of 1,356.81 feet; THENCE South 31°10'58" West, departing the said most southerly northwest north line of Tract 2 and the said east line of Tract II, a distance of 68.73 feet to a point for corner in the most southerly east line of said Tract II and the most southerly west line of said Tract 2; THENCE North 00°04'27" West, along the said most southerly east line of Tract II and the said most southerly west line of Tract 2, a distance of 58.76 feet to the POINT OF BEGINNING and containing 1,048 square feet or 0.0241 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com :••G%S T I MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET P.O.B. IRSC SANITARY - SEWER EASEMENT 0.0241 ACRES 1,048 SQ. FT. N zt- TRACT II o THRID PEAK, LP p (INST. NO. D208170892) Z NOTES IRSC N05°4336'E 1356.81' -.,`� N89°55'51 "E 35.66' NORTH 0 10 20 GRAPHIC SCALE IN FEET TRACT II THRID PEAK, LP (INST. NO. D208170892) 381.87' TRACT 2 FW 820, LLC. (INST. NO. D222026020) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS IiHi Hi u 11111 III D226062518 04/06/2026 02:03 PM EASEMENT Page: 1 of 8 Fees: $48.00 SUBMITTER: CITY OF FORT WORTH - DM REAL PROPS �IRE NICHOLSON COUNTY CLERK RTY #50 NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AHL A NH i unAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek/Hyde Ranch Permanent Easement — Sewer 825 Silver Creek Road -• Tract 1, Tract 2 Robert W. Tannahill Survey, Abstract No. 1540 CITY OF FORT WORTH SEWER FACILITY EASEMENT DATE: 4, GRANTOR: SRPF D/HYDE RANCH HOLDINGS, L.P., a Texas limited partnership by and through its general partner, SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company GRANTOR'S MAILING ADDRESS (including County): 2001 Ross Ave., Suite 400 Dallas, Dallas County, Texas75Ln t GRANTEE: CITY OF FORT WORTH, a Texas home -rule municipal corporation GRANTEE'S MAILING ADDRESS (including County): 100 Fort Worth Trail Fort Worth, Tarrant County, Texas 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is acknowledged. EASEMENT PROPERTY: BEING a tract of land more particularly described in the attached Exhibit A and Exhibit B. Grantor, for the Consideration paid to Grantor, grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection, and repair of a sewer, not to exceed 24 -inches in diameter, and all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, and junction boxes (all hereafter referred to collectively as "Facility") in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at FOR SEWER FACILITY EASEMENT - TT WHO any and all times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property but only to the extent that such surface improvements do not materially interfere with the rights granted hereunder. Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed because of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E, Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which this property interest was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on this warranty and representation in accepting this permanent easement. TO HAVE AND TO HOLD the above -described permanent easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, forever; and Grantor does bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. ----- Signature pages and exhibits follow. ----- SEWER FACILITY EASEMENT FOR TWORTH GRANTOR: SRPF D/HYDE RANCH HOLDINGS, L.P., a Texas limited partnership, by and through its general partner, SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company SttrafGre By: �1� �►.i %�JrJoZ Printed Name V 1 C- r EJ 4 1 Title ACKNOWLEDGMENT STATE OF TEXAS § DALLAS COUNTY § On 3 1 6 26 , before me, the undersigned authority, personally appeared 07.A # MuNc2 [printed name], Vft€ P1 SIOEry T— [title] of SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company ("General Partner"), known to me to be the person whose name is subscribed to the foregoing instrument and he acknowledged to me that SRPF D/HYDE RANCH HOLDINGS, L.L.C. is the general partner of SRPF D/HYDE RANCH HOLDINGS, L.P. ("Limited Partnership") and that he executed the same on behalf, and as the act, of the General Partner and as the act of General Partner on behalf of the Limited Partnership and for the purposes and consideration expressed in the foregoing instrument. [seal] oi�►r.o� DANTE JOHNCARL GAUDET Notary ID #135529673 My Commission Expires August 22, 2029 Notary Public, State of Texas SEWER FACILITY EASEMENT FOR WORTH ACCEPTED BY GRANTEE: CITY OF FORT WORTH, a Texas home -rule municipal corporation Vale i Washingon, Assistant City Manager APPROVED AS TO FORM AND LEGALITY: By: Psafly of e , enlor Assistant City Attorney ACKNOWLEDGMENT STATE OF TEXAS § TARRANT COUNTY § This instrument was acknowledged before me on 3 3v 2L by Valerie Washington, Assistant City Manager, City of Fort Worth, a Texas home -rule municipal corporation, on behalf of said corporation. STUART YOUNG o. Notary Public, State of Texas Comm. Expires 11-03-2028 Notary ID 126713396 After recording, return to: City of Fort Worth Property Management Division 100 Fort Worth Trail Fort Worth, Texas 76102 SEWER FACILITY EASEMENT FOR T WORTH LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.0322 acre (1,403 square foot) tract of land (Tract 1) and a 0.0920 acre (4,006 square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being a portion of a tract of land described in Special Warranty Deed to SRPF D/HYDE RANCH HOLDINGS, L.P. recorded in Instrument Number D224223909, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tracts being more particularly described as follows: TRACT 1 BEGINNING at a point for corner in the south right-of-way line of Verna Trial North (a 60' right-of-way) and the north line of said SRPF D/HYDE RANCH HOLDINGS, L.P. tract; from which a 5/8" iron rod set with a cap stamped "KHA" being in the north right-of-way line of said Verna Trail North and the south line of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020, O.P.R.T.C.T. bears North 20°08'07" West, a distance of 63.92 feet; THENCE South 89°58'05" East, along said south right-of-way line of Verna Trail North and said north line of said SRPF D/HYDE RANCH HOLDINGS, L.P. tract, a distance of 17.99 feet to a point for corner; said point being the northeast corner of said SRPF D/HYDE RANCH HOLDINGS, L.P. tract and the northwest corner of a City of Fort Worth Right -of -Way Easement recorded in Instrument Number D219081313, O.P.R.T.C.T.; THENCE South 00°05'18" West, departing said south right-of-way line of Verna Trail North, along the east line of said SRPF D/HYDE RANCH HOLDINGS, L.P. tract and the west line of said City of Fort Worth Right -of -Way Easement, a distance of 86.65 feet to a point for corner; from which a 5/8" iron rod found being the northeast corner of a tract of land described as Tract 2 in Special Warranty Deed to Majestic Realty Co. recorded in Instrument Number D221115480, O.P.R.T.C.T. and an interior ell corner in the southwest line of Lot 1, Block 1, White Settlement High School, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 9928, Plat Records, Tarrant County, Texas (P.R.T.C.T.) bears North 83°51'22" East, a distance of 1377.69 feet; THENCE North 45°22'03" West, departing said east line of SRPF D/HYDE RANCH HOLDINGS, L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement, a distance of 25.39 feet to a point for corner; THENCE North 00°10'35" East, a distance of 68.82 feet to the POINT OF BEGINNING and containing 1,403 square feet or 0.0322 acres of land, more or less. SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS KENT, MASON 1/7/2026938 018452 -SILVER CREEK LEGAL DESCRIPTION SANITARY SEWER EASEMENT TRACT 2 BEGINNING at a point for corner in said east line of SRPF D/HYDE RANCH HOLDINGS, L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement; from which a 5/8" iron rod found being the northeast corner of said Tract 2 and an interior ell corner in said southwest line of Lot 1 bears North 57°37'28" East, a distance of 1624.45 feet; THENCE South 00°2414" West, along said east line of SRPF D/HYDE RANCH HOLDINGS, L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement, a distance of 72.59 feet to a point for corner; THENCE South 44°37'18" West, departing said east line of SRPF D/HYDE RANCH HOLDINGS, L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement, a distance of 58.81 feet to a point for corner; from which a 5/8" iron rod found with a cap stamped "GORRONDONA & ASSOC." in the east line of said SRPF D/HYDE RANCH HOLDINGS, L.P. tract, and being in the west right-of-way line of Silver Creek Road (a variable width right-of-way) bears South 07°43'48" East, a distance of 650.04 feet; THENCE South 89°09'10" West, a distance of 16.17 feet to a point for corner; THENCE North 00°04'01" East, a distance of 55.22 feet to a point for corner; THENCE North 44°1455" East, a distance of 83.01 feet to the POINT OF BEGINNING and containing 4,006 square feet or 0.0920 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. ��o /07/2026 S LEY RAWFORD RUSSELL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7080 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 StanC.Russell@Kimley-Horn.com . y..... .............. ..... 'TANLEY CRAWFORD RUSSET 7080 ��FSURv�y� SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND IRF = IRON ROD FOUND VERNA TRAIL NORTH (60 -FOOT WIDE RIGHT-OF-WAY) (VOL. 4975, PG. 239) CALLED 173.046 ACRES SRPF D/HYDE RANCH HOLDINGS, L.P. INST. NO. D224223909 NORTH 0 25 50 GRAPHIC SCALE IN FEET Nr)TFQ TRACT 2 FW 820, LLC. (INST. NO. D222026020) IRSC N20°08'07"W 63.92' P.O.B. L1 O O LL 2 c9 W� W a a U I - W W > J_ a Z JI TRACT 1 5/8" IRE SANITARY SEWER � Nss°5'22"E1377- EASEMENT 0.0322 ACRES 1,403 SQ. FT. REMAINDER OF TRACT 1 4B RESOURCES, LP INST. NO. D214033693 CALLED 0.4110 ACRES CITY OF FORT WORTH RIGHT-OF-WAY EASEMENT INST. NO. D219081313 Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tracts. 01 /07/2026 STANLEY CRAWFORD RUSSELL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7080 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 StanC.Russell@Kimley-Horn.com SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ,��••o ... ABSTRACT No. 1540 CITY OF FORT WORTH •••••••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS )TANLEY CRAWF0RD RUSSELL ;; // °'�Ess1O Horn 9 y0 �O ••S !•; �! 801 Cherry Street, Unit 11, It 1300 I Tel. No. (817) 335-6511 URV " Fort Worth, Texas 76102 FIRM fl 10194040 vmw.kimley-hom.com Scale Drawn by Checked by Date Project No. I Sheet No. 1" = 50MKK SCR 01/06/2026 061018452 3 OF 4 ILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE SSE UPDATE. DWG NORTH 0 25 50 GRAPHIC SCALE IN FEET CALLED 173.046 ACRE, SRPF D/HYDE RANCH HOLDINGS, L.P. INST. NO. D224223909 TRACT 2 SANITARY SEWER EASEMENT 0.0920 ACRES 4,006 SQ. FT. REMAINDER OF TRACT I 4B RESOURCES, LP INST. NO. D214033693 162 D�? d 5/8"IRF Oo F- o W O W m a WW m J REMAINDER OF TRACT 1 I 4B RESOURCES, LP INST. NO. D214033693 LINE TABLE S07°43'48"E-� NO. BEARING LENGTH 650.04' I L1 S89'58'05"E 17.99' L2 S00°05'18"W 86.65' L3 N45°22'03"W 25.39' 1 I CALLED 0.4110 ACRES L4 N00°10'35"E 68.82' 1 CITY OF FORT WORTH LS S00°24'14"W 72.59' 5/8" /RFC 1 "GORRONDONA RIGHT-OF-WAY EASEMENT L6 S44°37'18'W 58.81' & ASSOC." INST. NO. D219081313 L7 S89°0910'W 16.17' L8 N00°04'01"E 55.22' L9 N44°14'55"E 83.01' I S OODN2A °% D226062518 EASEMENT Pages: 8 Fees: $48.00 I F(,1=n1n FILED AND RECORDED OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS 04/06/2026 02:03 PM MARY LOUISE NICHOLSON COUNTY CLERK P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND IRF = IRON ROD FOUND SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimle-y*Horn801 tr1,76511 Fort Worth, Texas 76102 FIRM 8 10194040 www.kimley-hom.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 50MKK SCR 01/06/2026 061018452 4 OF 4 RVEY10610 VER CREEK LS-FM-GM_SE SSE UPDATE.DWG IlII HII II IHII HI IIII IHI IIII II Il 11111I III II Ill D22606251 6 0410612026 02:03 PM Page: 1 of 10 Fees: $56.00 EASEMENT SUBMITTER: CITY OF FORT WORTH - PMD REAL PROPERTY #50 COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek/Hyde Ranch Permanent Easement — Sewer 825 Silver Creek Road Robert W. Tannahill Survey, Abstract No. 1540 CITY OF FORT WORTH SEWER FACILITY EASEMENT DATE: J / /7_c a GRANTOR: SRPF D/HYDE RANCH HOLDINGS, L.P., a Texas limited partnership by and through its general partner, SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company GRANTOR'S MAILING ADDRESS (including County): 2001 Ross Ave., Suite 400 Dallas, Dallas County, Texas 7SZ.oI GRANTEE: CITY OF FORT WORTH, a Texas home -rule municipal corporation GRANTEE'S MAILING ADDRESS (including County): 100 Fort Worth Trail Fort Worth, Tarrant County, Texas 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is acknowledged. EASEMENT PROPERTY: BEING a tract of land more particularly described in the attached Exhibit A and Exhibit B. Grantor, for the Consideration paid to Grantor, grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection, and repair of a sewer, not to exceed 24 -inches in diameter, and all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, and junction boxes (all hereafter referred to collectively as "Facility") in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at SEWER FACILITY EASEMENT FORT WORRTH, any and all times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property but only to the extent that such surface improvements do not materially interfere with the rights granted hereunder. Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed because of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E, Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10'' anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which this property interest was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on this warranty and representation in accepting this permanent easement. TO HAVE AND TO HOLD the above -described permanent easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, forever; and Grantor does bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. ----- Signature pages and exhibits follow. ----- SEWER FACILITY EASEMENT FORTWORTH GRANTOR: SRPF D/HYDE RANCH HOLDINGS, L.P., a Texas limited partnership, by and through its general partner, SRPF D/HYDE.RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company )L Sii at re By: �Y�►� �oz Printed Name y 1 c_C � 51DE' i Title ACKNOWLEDGMENT STATE OF TEXAS § DALLAS COUNTY § On 3 16 , before me, the undersigned authority, personally appeared Mt,&vrL [printed name], Wt. F- PPL"1O . [title] of SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company ("General Partner"), known to me to be the person whose name is subscribed to the foregoing instrument and he acknowledged to me that SRPF D/HYDE RANCH HOLDINGS, L.L.C. is the general partner of SRPF D/HYDE RANCH HOLDINGS, L.P. ("Limited Partnership") and that he executed the same on behalf, and as the act, of the General Partner and as the act of General Partner on behalf of the Limited Partnership and for the purposes and consideration expressed in the foregoing instrument. [seal] � DANTE JOHARL Notary ID #135529673ET My Commission Expires August 22, 2029 Notary Public, State of Texas SEWER FACILITY EASEMENT FORT WORTH ACCEPTED BY GRANTEE: CITY OF FORT WORTH, a Texas home -rule municipal corporation Valerie Washingon, Assistant City Manager APPROVED AS TO FORM AND LEGALITY: By: C Diet r`A sistant City Attorney ACKNOWLEDGMENT STATE OF TEXAS § TARRANT COUNTY § This instrument was acknowledged before me on 3 2b by Valerie Washington, Assistant City Manager, City of Fort Worth, a Texas horte-ru municipal corporation, on behalf of said corporation. STUART YOUNG �IgY PUB a=o,=Notary Public, State of Texasli Na �c Comm. Expires 11-03-2028 Ot P itate f Texas 9 E�� Notary ID 126713396 After recording, return to: City of Fort Worth Property Management Division 100 Fort Worth Trail Fort Worth, Texas 76102 SEWER FACILITY EASEMENT FORT TTWWORTH; LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.0429 acre (1,869 square foot) tract of land situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described in Distribution Deed to 4B Resources, LP, recorded in Instrument Number D214033693, Official Public Records, Tarrant County, Texas (OP. R. T. C.T.): BEGINNING at a point for corner in the south right-of-way line of Verna Trail North (a 60' right-of-way) and being the northeast corner of a tract of land described in Special Warranty Deed to SRPF D/HYDE RANCH HOLDINGS, L.P. recorded in Instrument Number D224223909, O.P.R.T.C.T. and the northwest corner of a City of Fort Worth Right -of -Way Easement recorded in Instrument Number D219081313, O.P.R.T.C.T.; from which a 5/8" iron rod set with a cap stamped "KHA" in the north right-of-way line of said Verna Trail North, and being in the south line of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC., recorded in Instrument Number D222026020, O.P.R.T.C.T., bears North 33°40'29" West, a distance of 72.12 feet; THENCE South 89°58'05" East, along said south right-of-way line of Verna Trail North and the north line of said City of Fort Worth Right -of -Way Easement, a distance of 2.35 feet to a point for corner; THENCE South 00°05'26" West, departing said south right-of-way line of Verna Trail North and said north line of the City of Fort Worth Right -of -Way Easement, a distance of 597.87 feet to a point for corner; THENCE South 00°1454" West, a distance of 27.33 feet to a point for corner; THENCE South 00°24'22" West, a distance of 254.12 feet to a point for corner; THENCE South 44°37'18" West, a distance of 3.25 feet to a point for corner in the east line of said SRPF D/HYDE RANCH HOLDINGS L.P. tract and the west line of the said City of Fort Worth Right -of -Way Easement; from which a 5/8" iron rod found with a cap stamped "GORRONDONA & ASSOC." being in said east line of SRPF D/HYDE RANCH HOLDINGS L.P. tract and the west right-of-way line of Silver Creek Road (a variable width public right-of-way) bears South 03°50'48" East, a distance of 687.54 feet; THENCE North 00°24'14" East, along said east line of said SRPF D/HYDE RANCH HOLDINGS L.P. tract and the west line of the said City of Fort Worth Right -of -Way Easement, a distance of 72.59 feet to a point for corner; THENCE North 44°14'55" East, departing said east line of said SRPF D/HYDE RANCH HOLDINGS L.P. tract and the west line of the said City of Fort Worth Right -of -Way Easement, a distance of 0.81 feet to a point for corner; THENCE North 00°10'35" East, a distance of 141.90 feet to a point for corner in said east line of said SRPF D/HYDE RANCH HOLDINGS L.P. tract and the west line of the said City of Fort Worth Right -of -Way Easement; SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev*Horn 801 Cherry Street, Unit 11, #1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 mvw.kimley-horn.com Scale Drawn by Checked by Dale Project No. Sheet No. N/A MKK SCR 01106/2026 061018452 I OF 6 KENT, MASON 1/7/2026933 AM K'.\FTW SURVE1A061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE SSE 4B INDUSTRIAL UPDATE.DWG LEGAL DESCRIPTION SANITARY SEWER EASEMENT THENCE along said east line of said SRPF D/HYDE RANCH HOLDINGS L.P. tract and the west line of the said City of Fort Worth Right -of -Way Easement the following three (3) courses and distances: North 00°2414" East, a distance of 34.01 feet to a point at the beginning of a tangent curve to the left; In a northerly direction, with said tangent curve to the left, with a radius of 4,964.00 feet, a central angle of 00°1856, and a chord bearing and distance of North 00°14'46" East, 27.33 feet, and an arc distance of 27.33 feet to a point for corner; North 00°05'18" East, a distance of 109.49 feet to a point for corner; THENCE North 00°10'35" East, departing said east line of said SRPF D/HYDE RANCH HOLDINGS L.P. tract and the west line of the said City of Fort Worth Right -of -Way Easement, a distance of 408.46 feet to a point for corner; THENCE North 45°22'03" West, a distance of 0.88 feet to a point for corner in said east line of said SRPF D/HYDE RANCH HOLDINGS L.P. tract and the west line of the said City of Fort Worth Right -of -Way Easement; THENCE North 00°05'18" East, along said SRPF D/HYDE RANCH HOLDINGS L.P. tract and the west line of the said City of Fort Worth Right -of -Way Easement, a distance of 86.65 feet to the POINT OF BEGINNING and containing 1,869 square feet or 0.0429 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, 01 /07/2026 n -� ABSTRACT No. 1540 S LEY RAWFORD RUSSELL oj, e- W o .N CITY OF FORT WORTH REGISTERED PROFESSIONAL • ••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 7080 STANLEY CRAWF0RD RUSSELL 801 CHERRY STREET, �•�;•••••••7080 •••�••••••�••••�•� UNIT 11 SUITE 1300 ' Kimlev*Horn FORT WORTH, TEXAS 76102 /�%• F ess`° •'`l� O •S 801 Cherry Street, Unil 11, # 130Tel. No. (817) 335-651' PH. 817-335-6511 IIRv� Fort Worth, Texas 76102 FIRM # 10194040 vnnv.kimley-horn.com StanC.Russell@Kimley-Horn.com Scale I Drawn by Checked by I Project No. IShee N/A MKK SCR 01/06/2026 I 061018452 I 2O NT, MASON 1/7/2026 9.33 AM K \FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE SSE 4B INDUSTRIAL UPDATE.DWG LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND VERNA TRAIL NORTH (60 -FOOT WIDE RIGHT-OF-WAY) (VOL. 4975, PG. 239) LINE TABLE NO. BEARING LENGTH L1 S89°58'05"E 2.35' L2 S00°14'54'W 27.33' L3 S44°37'18"W 3.25' L4 N0024'14"E 72.59' L5 N44°14'55"E 0.81' L6 N00°24'14"E 34.01' L7 N45°22'03'W 0.88' L8 N00°05'18"E 86.65' TRACT 2 FW 820, LLC. (INST. NO. D222026020) - IRSC J - - - N33°40'29"W---►\ 72.12' P.O.B. -�\ 1-L1 CALLED 173.046 ACRES SRPF D/HYDE RANCH HOLDINGS, L.P. INST. NO. D224223909 CURVE TABLE NO. RADIUS DELTA CHORD BEARING CHORD LENGTH Cl 4964.00' 0°18'56" N00°14'46"E 27.33' 27.33' NORTH 0 25 50 GRAPHIC SCALE IN FEET NOTES SANITARY SEWER EASEMENT 0.0429 ACRES 1,869 SQ. FT. L7 N00°10'35"E 408.46' CALLED 0.4110 ACRES CITY OF FORT WORTH RIGHT-OF-WAY EASEMENT INST. NO. O219081313 LO R REMAINDER OF _______ TRACT 1 4B RESOURCES, LP INST. NO. O214033693 MATCHLINE (SEE SHEET 4) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. 01/07/2026 ii Q. •'�\ S T FR•F S LEY RAWFORD RUSSELL W REGISTERED PROFESSIONAL ............•..••••.......••...•.. LAND SURVEYOR NO. 7080 STANLEY CRAWFORD RUSSELI 801 CHERRY STREET, •..•.. """ io....•••"•• 780 : UNIT 11 SUITE 1300 �•'•.OF FORT WORTH, TEXAS 76102 Gt�:O� ��O•'SUR�1�y PH. 817-335-6511 StanC.Russell@Kimley-Horn.com SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS KENT, MASON 1/7/2026 9.33 AM K \FTW_SURVEY1061018452-SILVER CREEK LS-FM-GM\DWG\061 4B INDUSTRIAL UPDATE. DWG NORTH MATCHLINE (SEE SHEET 3) 0 25 50- - - - - T - - CALLED 0.4110 ACRES GRAPHIC SCALE IN FEET CITY OF FORT WORTH RIGHT-OF-WAY EASEMENT INST. NO. D219081313 I p I co �I o LL O chi N W t, _o Ln W m CALLED 173.046 ACRES o o a SRPF D/HYDE RANCH z �n 1 U= HOLDINGS, L.P. INST. NO. D224223909 I ; w I m J � Z 1 1 REMAINDER OF _____ TRACT 1 I 4B RESOURCES, LP INST. NO. D214033693 SANITARY SEWER EASEMENT 0.0429 ACRES I 1,869 SQ. FT. I N00°05' 18"E 109.49' MATCHLINE (SEE SHEET 5) SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND Kimlev*Horn P.O.B. = POINT OF BEGINNING 801 Cherry Street, Unit 11,8 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 xwwv.kimley-horn.com IRSC = 5/8" IRON ROD W/ "KHA" CAP SET Scale Drawn by Checked by Date Proiect No. Sheet No. IRFC = IRON ROD W/CAP FOUNDI 1" = 50MKK SCR 01/06/2026 061018452 I 4OF6 KENT, MASON 117/2026933 AM K \FTW_SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE SSE 4B INDUSTRIAL UPDATE.DWG NORTH 0 25 50 GRAPHIC SCALE IN FEET LEGEND MATCHLINE (SEE SHEET 4) III- - - T - N00°05' 18"E 109.49' U CALLED 173.046 ACRES cfl SRPF D/HYDE RANCH -� HOLDINGS, L.P. INST. NO. D224223909 P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND SANITARY SEWER EASEMENT 0.0429 ACRES o 1,869 SQ. FT. °' w in M CD 0 0 Z L5 MATCHLINE r-S00°05'26"W 1 597.87' CALLED 0.4110 ACRES CITY OF FORT WORTH RIGHT-OF-WAY EASEMENT INST. NO. D219081313 Q ≥ -'1 Q� Oa W U = 1 Lt) Q s.,, c_ N N NI 0 (0I REMAINDER OF TRACT 1 4B RESOURCES, LP INST. NO. D214033693 SEE SHEET 6) SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS ON 1/712026 9 33 018452 -SILVER CREEK LS-FM-GM_SE SSE 4B INDUSTRIAL UPDATE.DWG NORTH 0 25 50 GRAPHIC SCALE IN FEET LEGEND MATCHLINE (SEE SHEET 5) S00°24'22"W O ≥ 254.12' Q J O p Y SANITARY SEWER I W EASEMENT W 0.0429 ACRES a 1,869 SQ. FT. L3 / __I REMAINDER OF S03°50'48"E� TRACT 1 687.54' I 4B RESOURCES, LP INST. NO. D214033693 CALLED 173.046 ACRES SRPF D/HYDE RANCH HOLDINGS, L.P. I <1 INST. NO. D224223909 5/8" IRFC "GORRONDONA I CALLED 0.4110 ACRES & ASSOC." CITY OF FORT WORTH RIGHT-OF-WAY EASEMENT INST. NO. D219081313 FILED AND RECORDED OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS D226062516 04/06/2026 02:03 PM EASEMENT Pages: 10 Fees: $56.00 P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND VV MARY LOUISE NICHOLSON COUNTY CLERK SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 1018452 -SILVER CREEK LS ILVER CREEK UPDATE. DWG III II III DII ID II III DI IID III IIllI II� D226062519 04/06/2026 02:03 PM Page: 1 of 10 Fees: $56.00 _ ,M," t� EASEMENT MARY LOUISE NICHOLSON SUBMITTER: CITY OF FORT WORTH - PMD REAL PROPERTY #50 COUNTY CLERI( NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek/Hyde Ranch TCE 825 Silver Creek Road Robert W. Tannahill Survey, Abstract No. 1540 CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: -ter GRANTOR: SRPF D/HYDE RANCH HOLDINGS, L.P., a Texas limited partnership by and through its general partner, SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company GRANTOR'S MAILING ADDRESS (including County): 2001 Ross Ave., Suite 400 Dallas, Dallas County, Texas 751 GRANTEE: CITY OF FORT WORTH, a Texas home -rule municipal corporation GRANTEE'S MAILING ADDRESS (including County): 100 Fort Worth Trail Fort Worth, Tarrant County, Texas 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is acknowledged. EASEMENT PROPERTY: BEING a tract of land more particularly described in the attached Exhibit A and FYhihif R Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in accordance with Exhibit A, attached hereto and made a part hereof, and ingress and egress over Grantor's property to the Easement Property. It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing (i) one or more water lines, not to exceed /6 -inch F TEMPORARY CONSTRUCTION EASEMENT OR T1 WORTH diameter, and all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, water meters, and junction boxes, and (ii) one or more sewer lines, not to exceed - inch diameter, and all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, water meters, and junction boxes (all hereafter referred to collectively as "Facilities"). The permitted Temporary Construction Easement shall commence upon beginning of construction of any part of the Facilities and not exceed the duration of two years from that time. Upon completion of Facilities and acceptance of the same by Grantee, all rights granted within the described Temporary Construction Easement shall cease. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this temporary easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on Grantor's warranty and representation in accepting this temporary easement. TO HAVE AND TO HOLD the above -described temporary easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, until the cessation or expiration of the rights granted hereunder. Grantor does hereby bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. ----- Signature pages and exhibits follow. ----- TEMPORARY CONSTRUCTION EASEMENT FORS H GRANTOR: SRPF D/HYDE RANCH HOLDINGS, L.P., a Texas limited partnership, by and through its general partner, SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company Si t r By: n`%(A►s vNo2_ Printed Name Title ACKNOWLEDGMENT STATE OF TEXAS § DALLAS COUNTY § On 311Y21 , before me, the undersigned authority, personally appeared D'LAo/ Mutwo7. [printed name], VILIC P& ID�Ewr[title] of SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company ("General Partner"), known to me to be the person whose name is subscribed to the foregoing instrument and he acknowledged to me that SRPF D/HYDE RANCH HOLDINGS, L.L.C. is the general partner of SRPF D/HYDE RANCH HOLDINGS, L.P. ("Limited Partnership") and that he executed the same on behalf, and as the act, of the General Partner and as the act of General Partner on behalf of the Limited Partnership and for the purposes and consideration expressed in the foregoing instrument. [seal] Notary Pub ic, State of Texas OH . G ET ,9 Not k' •. - 67 C ssior res . 2029 i�r r e DANTE JOHNCARL GAUDET Notary ID #135529673 My Commission Expires August 22, 2029 TEMPORARY CONSTRUCTION EASEMENT Foe T� H. ACCEPTED BY GRANTEE: CITY OF FORT WORTH, a Texas home -rule municipal corporation Valerie Washingon, Assistant City Manager APPROVED AS TO FORM AND LEGALITY: By: L o ' r, o Assistant City Attorney ACKNOWLEDGMENT STATE OF TEXAS § TARRANT COUNTY § This instrument was acknowledged before me on by Valerie Washington, Assistant City Manager, City of Fort Worth, a Texas hcytne-rule municipal corporation, on behalf of said corporation. STUART YOUNG r; n_ Notary Public, State of Texas }4? Comm. Expires 11.03-2028 Notary ID 126713396 After recording, return to: City of Fort Worth Property Management Division 100 Fort Worth Trail Fort Worth, Texas 76102 TEMPORARY CONSTRUCTION EASEMENT FORS TT WORTH LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.2178 acre (9,487 square foot) tract of land situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a called 173.046 acre tract of land described in Special Warranty Deed to SRPF D/HYDE RANCH HOLDINGS, L.P., recorded in Instrument Number D224223909, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T); said tract being more particularly described as follows: BEGINNING at a point for corner in the north line of said SRPF D/HYDE RANCH HOLDINGS, L.P. tract, and being in the south right-of-way line of Verna Trail North (a 60' right-of-way); from which a 5/8" iron rod set with a cap stamped "KHA" in the north right-of-way line of said Verna Trail North, and being in the south line of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020, O.P.R.T.C.T., bears North 01°5456" West, a distance of 60.03 feet; THENCE South 00°10'35" West, departing said north line of SRPF D/HYDE RANCH HOLDINGS, L.P. tract and said south right-of-way line of Verna Trail North, a distance of 67.36 feet to a point for corner; THENCE South 45°22'03" East, a distance of 36.19 feet to a point for corner; THENCE South 00°03'51" West, a distance of 698.83 feet to a point for corner; THENCE South 44°1455" West, a distance of 96.00 feet to a point for corner; THENCE South 00°04'01" West, a distance of 63.66 feet to a point for corner; from which a 5/8" iron rod found with a cap stamped "GORRONDONA & ASSOC." in the east line of said SRPF D/HYDE RANCH HOLDINGS, L.P. tract, and being in the west right-of-way line of Silver Creek Road (a variable width right-of-way) bears South 10°52'15" East, a distance of 655.36 feet; THENCE South 89°09'10" West, a distance of 9.86 feet to a point for corner; TEMPORARY CONSTRUCTION EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS L, STAN C 1/7/2026 2 08 PM K. CREEK LS -FM -GM SE ICE LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT THENCE North 00°0401" East, a distance of 67.88 feet to a point for corner; THENCE North 44°14'55" East, a distance of 96.00 feet to a point for corner; THENCE North 00°03'51" East, a distance of 690.58 feet to a point for corner; THENCE North 45°22'03" West, a distance of 36.20 feet to a point for corner; THENCE North 00°10'35" East, a distance of 71.53 feet to a point for corner in said north line of SRPF D/HYDE RANCH HOLDINGS, L.P. tract, and being in said south right-of-way line of Verna Trail North; THENCE South 89°58'05" East, along said north line of SRPF D/HYDE RANCH HOLDINGS, L.P. tract, and said south right-of-way line of Verna Trail North, a distance of 9.85 feet to the POINT OF BEGINNING and containing 9,487 square feet or 0.2178 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. 01/07/2026 S LEY RAWFORD RUSSELL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7080 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 StanC.Russell@Kimley-Horn.com )TANLEY CRAWFORD RUSSEL[ 7080 TEMPORARY CONSTRUCTION EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS RUSSELL, STAN C 1 CREEK LS-FM-GM\DWG\06101 TCE UPDATE.DWG NORTH 0 25 50 GRAPHIC SCALE IN FEET TRACT 2 FW 820, LLC. (INST. NO. D222026020) VERNA TRAIL NORTH (60 -FOOT WIDE RIGHT-OF-WAY) (VOL. 4975, PG. 239) IRSC -N01 °54'56"W 60.03' S89°58'05"E I 9.85' I P.O.B. N00°10'35"E 71.53' CALLED 173.046 ACRES SRPF D/HYDE RANCH HOLDINGS, L.P. INST. NO. D224223909 S00° 1035W 67.36' OLL n/ O LL X 2 O W 2 W U = > J � z CALLED 0.4110 ACRES CITY OF FORT WORTH I + RIGHT-OF-WAY EASEMENTI I INST. NO. D219081313 TEMPORARY- \ S45°22'03"E CONSTRUCTION 36.19' EASEMENT N45°22'03"W 0.2178 ACRES 36.20' n col 9,487 SQ. FT. 0 0 (O w REMAINDER OF LL j TRACT 1 LEGEND Mo 0 CES 4B RESOUR, LP P.O.B. = POINT OF BEGINNING ° a o INST. NO.RESOURCES, D214033693 IRSC = 5/8" IRON ROD W/ "KHA" CAP SET Z IRFC = IRON ROD W/CAP FOUND MATCHLINE (SEE SHEET 4) tinTFc Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. 01/07/2026 S9NLEY CRAWFORD RUSSELL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7080 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 StanC.Russell@Kimley-Horn.com STANLEY CRAWFORD RUSSELI TEMPORARY CONSTRUCTION EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS RUSSELL, STAN C 1/7/2026 208 PM K.\FTW SURVEY\061� 52 -SILVER CREEK LS-FM-GM\DWG\06101 TCE UPDATE.DWG NORTN 0 25 50 GRAPHIC SCALE IN FEET LEGEND MATCHLINE (SEE SHEET 3) CALLED 0.4110 ACRES CITY OF FORT WORTH RIGHT-OF-WAY EASEMENT INST. NO. D219081313 TEMPORARY I CONSTRUCTION— \ I EASEMENT 0.2178 ACRES 9,487 SQ. FT. 00 M co o 00 CALLED 173.046 ACRES to I SRPF D/HYDE RANCH HOLDINGS, L.P. 0 O INST. NO. D224223909 Z w p } O o Ir Y" W o W m U = W w > � a J \ '1 i I REMAINDER OF +�_ TRACT 1 4B RESOURCES, LP INST. NO. D214033693 MATCHLINE (SEE SHEET 5) P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND RUSSELL, STAN C 1/7/2026 2 08 PM K \FTW_SURVEY\061018452-SILVER CREEK TEMPORARY CONSTRUCTION EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS TCE UPDATE NORTH 0 25 50 GRAPHIC SCALE IN FEET MATCHLINE (SEE SHEET 4) CALLED 0.4110 ACRES CITY OF FORT WORTH RIGHT-OF-WAY EASEMENT INST. NO. D219081313 TEMPORARY - CONSTRUCTION I EASEMENT I 0.2178 ACRES 9,487 SQ. FT. CALLED 173.046 ACRES SRPF D/HYDE RANCH HOLDINGS, L.P. INST. NO. D224223909 N44°14'55"E 14'55"E 96.00' Co O W to cM O 0 O z Co OO O) Co LCD C') O 0 O Z I I REMAINDER OF TRACT 1 — 4B RESOURCES, LP INST. NO. D214033693 MATCHLINE (SEE SHEET 6) S44° 14'55"W 96.00' TEMPORARY CONSTRUCTION EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND I" "' cy 'i/ F P.O.B. = POINT OF BEGINNING 801 Cherry Street, Unit 11, # 1300 Fort Worth, Texas 76102 FIRM# 10194040 IRSC = 5/8" IRON ROD W/ "KHA" CAP SET Scale Drawn by Checked by Dale IRFC = IRON ROD W/CAP FOUND 1"=50' MKK SCR 01/06/2026 RUSSELL, STAN C 1/7/2026 2'08 PM K \FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE ICE UPDATE.DWG NORTH 0 25 50 GRAPHIC SCALE IN FEET MATCHLINE (SEE SHEET 5) r . I I N44°14'55"E 96.00' TEMPORARY CONSTRUCTION EASEMENT 0.2178 ACRES 9,487 SQ. FT. N00°04'01 "E 67.88' S44°14'55"W I REMAINDER OF I 96.00 I I TRACT 1 __^ 4B RESOURCES, LP INST. NO. D214033693 I S00°04'01 "W 63.66' S89°09'10 "W 1 9.86' 1 1 1U) 0 CALLED 173.046 ACRES 1 N SRPF D/HYDE RANCH 1'v± HOLDINGS, L.P. 1�^ INST. NO. D224223909WI rn IIW 11 5/8" IRFC �1 "GORRONDONA & ASSOC." FILED AND RECORDED OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS D226062519 04106/2026 02:03 PM EASEMENT Pages: 10 Fees: $56.00 MARY LOUISE NICHOLSON COUNTY CLERK CALLED 0.4110 ACRES CITY OF FORT WORTH RIGHT-OF-WAY EASEMENTI INST. NO. D219081313 I OL o r I LUo I Wm m D UJ W 1 TEMPORARY CONSTRUCTION EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND Kimlev)))Horn 801 Cherry Street, Unit 11.8 1300) Tel. No. (817) 335-6511 P.O.B. POINT OF BEGINNING Fort Worth, Texas 76102 FIRM # 10194040 vnvw.kimley-hom.com IRSC = 5/8" IRON ROD W/ "KHA" CAP SET Scale Drawn by Checked by Date Project No. I Sheet No. IRFC = IRON ROD W/CAP FOUND V. = 50, MKK SCR 01/06/2026 061018452 6OF6 RI ISSFI I STAN (.. 1/7/9098 9 n8 PM K \FTW SI IRVFV108101R4-9-SII VFR CRFFK I S-FM-rM\f)Wr\n81018489-SII 5/FR CRFFK I S -FM -(-M SF TCF I IPf1ATF nW(, IlDI III IDIl DII DI I D226062517 04/06/2026 02:03 PM EASEMENT SUBMITTER: CITY OF FORT WORTH - PMD REAL PROPERTY #50 Page: 1 of 9 Fees: $52.00 �A��E NICHOLSv ON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek/Hyde Ranch Permanent Easement — Water 825 Silver Creek Road Tracti, Tract 2 Robert W. Tannahill Survey, Abstract No. 1540 CITY OF FORT WORTH WATER FACILITY EASEMENT DATE: GRANTOR: SRPF D/HYDE RANCH HOLDINGS, L.P., a Texas limited partnership by and through its general partner, SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company GRANTOR'S MAILING ADDRESS (including County): 2001 Ross Ave., Suite 400 Dallas, Dallas County, Texas 7520 I GRANTEE: CITY OF FORT WORTH, a Texas home -rule municipal corporation GRANTEE'S MAILING ADDRESS (including County): 100 Fort Worth Trail Fort Worth, Tarrant County, Texas 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is acknowledged. EASEMENT PROPERTY: BEING a tract of land more particularly described in the attached Exhibit A and Exhibit B. Grantor, for the Consideration paid to Grantor, grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection, and repair of a water line, not to exceed 16 - inches in diameter, and all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, water meters, and junction boxes (all hereafter referred to collectively as "Facility") in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right WATER FACILITY EASEMENT F0RTW0RTH. and privilege at any and all times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property but only to the extent that such surface improvements do not materially interfere with the rights granted hereunder. Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed because of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E, Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10'h anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which this property interest was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on this warranty and representation in accepting this permanent easement. TO HAVE AND TO HOLD the above -described permanent easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, forever; and Grantor does bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. ----- Signature pages and exhibits follow. ----- WATER FACILITY EASEMENT FORT WORTH GRANTOR: SRPF D/HYDE RANCH HOLDINGS, L.P., a Texas limited partnership, by and through its general partner, SRPF D/HYDERANCH HOLDINGS GP, L.L.C., a Delaware limited liability company Sig ure Lur By: tY a/ -L Printed Named Vt'iz-c S LTT Title ACKNOWLEDGMENT STATE OF TEXAS § DALLAS COUNTY § On 3/ 16126 , before me, the undersigned authority, personally appeared byL + MuNOZ [printed name], ✓Ic FI -€.S106#4.--- [title] of SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company ("General Partner"), known to me to be the person whose name is subscribed to the foregoing instrument and he acknowledged to me that SRPF D/HYDE RANCH HOLDINGS, L.L.C. is the general partner of SRPF D/HYDE RANCH HOLDINGS, L.P. ("Limited Partnership") and that he executed the same on behalf, and as the act, of the General Partner and as the act of General Partner on behalf of the Limited Partnership and for the purposes and consideration expressed in the foregoing instrument. [seal] DANTE JOHNCARL GAUDET +9 a Notary ID #135529673 My Commission Expires August 22, 2029 Notary Public, State of Texas WATER FACILITY EASEMENT FORT WORTH ACCEPTED BY GRANTEE: CITY OF FORT WORTH, a Texas home -rule municipal corporation Val rie Washingon, Assistant City Manager APPROVED AS TO FORM AND LEGALITY: By: / arr e ' ssistant City Attorney ACKNOWLEDGMENT STATE OF TEXAS § TARRANT COUNTY § d This instrument was acknowledged before me on Assistant City Manager, City of Fort Worth, a Texas hon4e-rulO muetr of said corporation. ESTUART YOUNG ary Public, State of Texas mm. Expires 11 03 2026 Notary ID 126713396 After recording, return to: City of Fort Worth Property Management Division 100 Fort Worth Trail Fort Worth, Texas 76102 Nota by Valerie Washington, al corporation, on behalf WATER FACILITY EASEMENT FORTH LEGAL DESCRIPTION WATER EASEMENT BEING a 0.0029 acre (128 square foot) tract of land (Tract 1) and a 0.0009 acre (40 Square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being a portion of a tract of land described as Tract 1 in Distribution Deed to 4B Resources, L.P. recorded in Instrument Number D214033693, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tracts being more particularly described as follows: TRACT 1 BEGINNING at a point for corner in the east line of a tract of land described in Special Warranty Deed to SRPF D/HYDE RANCH HOLDINGS, L.P. recorded in Instrument Number D224223909, O.P.R.T.C.T. and the west line of a City of Fort Worth Right -of -Way Easement recorded in Instrument Number D219081313, O.P.R.T.C.T.; from which a 5/8" iron rod set with a cap stamped "KHA" being in the north right-of-way line of Verna Trail North (a 60' right-of-way) and the south line of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020, O.P.R.T.C.T. bears North 15°12'11" West, a distance of 151.99 feet; THENCE South 45°22'03" East, departing said east line of SRPF D/HYDE RANCH HOLDINGS L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement, a distance of 0.88 feet to a point for corner; THENCE South 00°10'35" West, a distance of 408.46 feet to a point for corner in said east line of SRPF D/HYDE RANCH HOLDINGS L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement; from which a 5/8" iron rod found being the northeast corner of a tract of land described as Tract 2 in Special Warranty Deed to Majestic Realty Co. recorded in Instrument Number D221115480, O.P.R.T.C.T. and an interior ell corner in the southwest line of Lot 1, Block 1, White Settlement High School, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 9928, Plat Records, Tarrant County, Texas (P.R.T.C.T.) bears North 67°53'52" East, a distance of 1479.10 feet; THENCE North 00°05'18" East, along said east line of SRPF D/HYDE RANCH HOLDINGS L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement, a distance of 409.08 feet to the POINT OF BEGINNING and containing 128 square feet or 0.0029 acres of land, more or less. WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimle-y*Horn 801 t,1, .76511 Foil Worth, Texas 76102 FIRM 8 10194040 xiww.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. N/A MKK SCR 01/06/2026 061018452 1 OF 5 RUSSELL, STAN C 1/7/2026 2 09 PM K 1FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG(061018452-SILVER CREEK LS-FM-GM_49 INDUSTRIAL WE.DWG LEGAL DESCRIPTION WATER EASEMENT TRACT 2 BEGINNING at a point for corner in said east line of SRPF D/HYDE RANCH HOLDINGS L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement; from which a 5/8" iron rod set with a cap stamped "KHA" being in said north right-of-way line of Verna Trail North and said south line of Tract 2 bears North 03°02'57" West, a distance of 727.61 feet; THENCE South 00°1035" West, departing said east line of SRPF D/HYDE RANCH HOLDINGS L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement, a distance of 141,90 feet to a point for corner; from which a 5/8" iron rod found being the northeast corner of said Tract 2 and an interior ell corner of the southwest line of said Lot 1 bears North 57°37'52" East, a distance of 1623.66 feet; THENCE South 44°14'55" West, a distance of 0.81 feet to a point for corner in said east line of SRPF D/HYDE RANCH HOLDINGS L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement; THENCE North 00°24'14" East, along said east line of SRPF D/HYDE RANCH HOLDINGS L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement, a distance of 142.48 feet to the POINT OF BEGINNING and containing 40 square feet or 0.0009 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. �;�' /07/2026 S LEY RAWFORD RUSSELL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7080 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 StanC. Russell@Kimley-Horn.com 7 �P•�G1� RF �N� >TANLEY CRAWFORD RUSSELL .................................. �° 7080 �• WATER EASEMENT ROBERT W. TANNAHILL SURVEY ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS C 1/7/2026 209 PM K'%FTW SURVEY106101 1018452 -SILVER CREEK LS -FM -GM 4B INDUSTRIAL WE.DWG LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND VERNA TRAIL NORTH (60 -FOOT WIDE RIGHT-OF-WAY) (VOL. 4975, PG. 239) CALLED 173.046 ACRES SRPF D/HYDE RANCH HOLDINGS, L.P. INST. NO. D224223909 NORTH 0 25 50 GRAPHIC SCALE IN FEET NOTES TRACT 2 FW 820, LLC. (INST. NO. D222026020) IRS N15°12'11"W___\ 151.99' \ TRACT I WATER EASEMENT 0.0029 ACRES 128 SQ. FT. C) n/ O LL 9 W W c) W m UF_ 11' W w m J CALLED 0.4110 ACRES CITY OF FORT WORTH RIGHT-OF-WAY EASEMENT L1 INST. NO. D219081313 REMAINDER OF TRACT 1 4B RESOURCES, LP INST. NO. D214033693 - - - - - - i - MATCHLINE (SEE SHEET 4) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tracts. ��01/07/2026 StFAt1LEY RAWFORD RUSSELL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7080 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 StanC.Russell@Kimley-Horn.com WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ,��••oF•• T ABSTRACT No. 1540 �P,�G\ S T ER•� FoN CITY OF FORT WORTH ••'••••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS STANLEY CRAWF0RD RUSSELL �q �,O 7080 VP Kimley*Horn \ ,1,O......• yO 801 Cherry Street, Unit 11.9 1300 Tel. No. (817) 335-6511 S UR` Fort Worth, Texas 76102 FIRM 1110194040 xww.kimley-horn.com tUSSELL, STAN C 1/7/2026 2.09 PM K. \FTWSURVEY\06101 52 -SILVER CREEK LS -FM -GM NORTH 0 25 50 GRAPHIC SCALE IN FEET LINE TABLE NO. BEARING LENGTH Lt S45°22'03 "E 0.88' L2 S44°14'55"W 0.81' LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND IRF = IRON ROD FOUND MATCHLINE (SEE SHEET 3) CALLED 173.046 ACRES SRPF D/HYDE RANCH HOLDINGS, L.P. INST. NO, D224223909 TRACT I WATER EASEMENT co O O) O W 00 O 0 O O Z CALLED 0.4110 ACRES CITY OF FORT WORTH RIGHT-OF-WAY EASEMENT INST. NO. D219081313 CO ,t col CD d' I O CD CD C5 REMAINDER OF ____ TRACT 1 4B RESOURCES, LP INST. NO. D214033693 0.0029 ACRES 5/8" IRF 128 SQ. FT. I/V. �N67°53'52"E 1479.10' - - - - - I - MATCHLINE (SEE SHEET 5) WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS K \FTW_SURVEY\06101 101 4B INDUSTRIAL WE NORTH 0 25 50 GRAPHIC SCALE IN FEET CALLED 173.046 ACRES SRPF D/HYDE RANCH HOLDINGS, L.P. INST. NO. D224223909 MATCHLINE (SEE SHEET 4) IRSC TRACTDER OF 1 4B RESOURCES, LP INST. NO. D214033693 II N03°02'57"W CALLED 0.4110 ACRES 727.61' CITY OF FORT WORTH RIGHT-OF-WAY EASEME INST. NO. D219081313 I I Q � P.O.B. WATER EASEMENT 0.0009 ACRES 40 SQ. FT. 80 FILED AND RECORDED OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS D226062517 04/06/2026 02:03 PM EASEMENT Pages: 9 Fees: $52.00 MARY LOUISE NICHOLSON COUNTY CLERK LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND IRF = IRON ROD FOUND N W N 0 O O Z O We Lu U = W J Z � I 5/8"IRF � h I O I N57°37'52"E 1623.66' it hL2 WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 1101 0II II 1111 0I IDI IIII Ill Il 0II IIH III 0I 011 III D226062515 04/06/2026 02:03 PM Page: 1 of 9 Fees: $52.00 ( �•�^ EASEMENT �ARE NICHOLSON SUBMITTER: CITY OF FORT WORTH - PMD REAL PROPERTY #50 COUNERK NOTICE OFCONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek/Hyde Ranch Permanent Easement — Water 825 Silver Creek Road Robert W. Tannahill Survey, Abstract No. 1540 CITY OF FORT WORTH WATER FACILITY EASEMENT DATE: GRANTOR: SRPF D/HYDE RANCH HOLDINGS, L.P., a Texas limited partnership by and through its general partner, SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company GRANTOR'S MAILING ADDRESS (including County): 2001 Ross Ave., Suite 400 Dallas, Dallas County, Texas 752ot GRANTEE: CITY OF FORT WORTH, a Texas home -rule municipal corporation GRANTEE'S MAILING ADDRESS (including County): 100 Fort Worth Trail Fort Worth, Tarrant County, Texas 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is acknowledged. EASEMENT PROPERTY: BEING a tract of land more particularly described in the attached Exhibit A and Exhibit B. Grantor, for the Consideration paid to Grantor, grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection, and repair of a water line, not to exceed 16 - inches in diameter, and all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, water meters, and junction boxes (all hereafter referred to collectively as "Facility") in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right WATER FACILITY EASEMENT FORS H and privilege at any and all times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property but only to the extent that such surface improvements do not materially interfere with the rights granted hereunder. Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed because of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E, Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which this property interest was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on this warranty and representation in accepting this permanent easement. TO HAVE AND TO HOLD the above -described permanent easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, forever; and Grantor does bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. ----- Signature pages and exhibits follow. ----- WATER FACILITY EASEMENT FORT WORTH GRANTOR: SRPF D/HYDE RANCH HOLDINGS, L.P., a Texas limited partnership, by and through its general partner, SRPF D/HYDE RANCH -HOLDINGS GP, L.L.C., a Delaware limited liability company ckL i71) Sign ' re By: /L4 /i ,0--2- Printed Name l 1" R. b �tiJc7 Title ACKNOWLEDGMENT STATE OF TEXAS § DALLAS COUNTY § On 3 IL 2 , before me, the undersigned authority, personally appeared Ok4w 1MI/o7- [printed name], V14 PR-SNOEwr [title] of SRPF D/HYDE RANCH HOLDINGS GP, L.L.C., a Delaware limited liability company ("General Partner"), known to me to be the person whose name is subscribed to the foregoing instrument and he acknowledged to me that SRPF D/HYDE RANCH HOLDINGS, L.L.C. is the general partner of SRPF D/HYDE RANCH HOLDINGS, L.P. ("Limited Partnership") and that he executed the same on behalf, and as the act, of the General Partner and as the act of General Partner on behalf of the Limited Partnership and for the purposes and consideration expressed in the foregoing instrument. [seal] $4�rr ��^ DANTE JOHNCARL GAUDET Notary ID #135529673 My Commission Expires 'torte` August 22, 2029 Notary Public, State of Texas WATER FACILITY EASEMENT FORT T�W�O�RTH ACCEPTED BY GRANTEE: CITY OF FORT WORTH, a Texas home -rule municipal corporation Valerie Washingon, Assistant City Manager APPROVED AS TO FORM AND LEGALITY: By: L r Iltste , I slstant City Attorney ACKNOWLEDGMENT STATE OF TEXAS § TARRANT COUNTY § This instrument was acknowledged before me on 3/� 26 by Assistant City Manager, City of Fort Worth, a Texas home -rule municipal of said corporation. STUART YOUNG ;: j', Notary Public, State of Texas "a•. r Comm. Expires 11-03-2028 Notary ID 126713396 After recording, return to: City of Fort Worth Property Management Division 100 Fort Worth Trail Fort Worth, Texas 76102 N t ubIic too exas Valerie Washington, corporation, on behalf WATER FACILITY EASEMENT FOR TTWWORRTH LEGAL DESCRIPTION WATER EASEMENT BEING a 0.3049 acre (13,281 square foot) tract of land situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a called 173.046 acre tract of land described in Special Warranty Deed to SRPF D/HYDE RANCH HOLDINGS, L.P., recorded in Instrument Number D224223909, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner in the north line of said SRPF D/HYDE RANCH HOLDINGS, L.P. tract and the south right-of-way line of Verna Trail North (a 60' right-of-way); from which a 5/8" iron rod set with a cap stamped "KHA" in the north right-of-way line of said Verna Trail North and the south line of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020, O.P.R.T.C.T., bears North 01°54'56" West, a distance of 60.03 feet; THENCE South 89°58'05" East, along said north line of SRPF D/HYDE RANCH HOLDINGS, L.P. tract and said south right-of-way line of Verna Trail North, a distance of 20.00 feet to a point for corner; THENCE South 00°10'35" West, departing said north line of SRPF D/HYDE RANCH HOLDINGS, L.P, tract and said south right-of-way line of Verna Trail North, a distance of 68.82 feet to a point for corner; THENCE South 45°22'03" East, a distance of 25.39 feet to a point for corner in the east line of said SRPF D/HYDE RANCH HOLDINGS, L.P. tract and the west line of a City of Fort Worth Right -of -Way Easement recorded in Instrument Number D219081313, O.P.R.T.C.T.; THENCE along said east line of SRPF D/HYDE RANCH HOLDINGS, L.P. tract and said west line of the City of Fort Worth Right -of -Way easement the following three (3) courses and distances: South 00°05'18" West, a distance of 518.56 feet to a point for corner at the beginning of a tangent curve to the right; In a southerly direction, with said tangent curve to the right, with a radius of 4,964.00 feet, a central angle of 00°18'56", and a chord bearing and distance of South 00°14'46" West, 27.33 feet, and an arc distance of 27.33 feet to a point for corner; South 00°24'14" West, a distance of 176.50 feet to a point for corner; THENCE South 44°14'55" West, departing said east line of SRPF D/HYDE RANCH HOLDINGS, L.P. tract and said west line of the City of Fort Worth Right -of -Way Easement, a distance of 83.01 feet to a point for corner; THENCE South 00°04'01" West, a distance of 55.22 feet to a point for corner; from which a 5/8" iron rod found with a cap stamped "GORRONDONA & ASSOC." in the east line of said SRPF D/HYDE RANCH HOLDINGS, L.P. tract and the west right-of-way line of Silver Creek Road (a variable width right-of-way), bears South 09°08'26" East, a distance of 652.18 feet; THENCE South 89°09'10" West, a distance of 20.00 feet to a point for corner; THENCE North 00°04'01" East, a distance of 63.66 feet to a point for corner; THENCE North 44°14'55" East, a distance of 96.00 feet to a point for corner; THENCE North 00°03'51" East, a distance of 698.83 feet to a point for corner; THENCE North 45°22'03" West, a distance of 36.19 feet to a point for corner; THENCE North 00°10'35" East, a distance of 67.36 feet to the POINT OF BEGINNING and containing 13,281 square feet or 0.3049 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. ��01/07/2026 S LEY RAWFORD RUSSELL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7080 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 StanC. Russell@Kimley-Horn.com iTANLEY CRAWFORD RUSSELI 7080 �••SURv-' WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS <ENT, MASON 018452 -SILVER CREEK WE UPDATE.DWG LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET TRACT 2 IRFC = IRON ROD W/CAP FOUND FW 820, LLC. (INST. NO. D222026020) - - - - - IRS' - - I VERNA TRAIL NORTH N01'54'56"W---I (60 -FOOT WIDE RIGHT-OF-WAY) 60.03' 1 (VOL. 4975, PG. 239) P.O.B. CALLED 173.046 ACRES SRPF D/HYDE RANCH HOLDINGS, L.P. INST. NO. D224223909 NORTH 0 25 50 GRAPHIC SCALE IN FEET NOTES WATER EASEMENT 0.3049 ACRES 13,281 SQ. FT. OO 'er o LLJ W m CL a U W W >m 07 Z CALLED 0.4110 ACRES CITY OF FORT WORTH RIGHT-OF-WAY EASEMENT INST. NO. D219081313 REMAINDER OF \ I TRACT 1 ~- 4B RESOURCES, LP INST. NO. D214033693 EI\VJ 1 1 MATCHLINE (SEE SHEET 3) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. 01/07/2026 STANLEYCRAWFORD RUSSELL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7080 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 StanC.Russell@Kimley-Horn.com >TANLEY CRAWFORD RUSSELL .................................. ��F S S �••suR��y WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 01 NORTH MATCHLINE (SEE SHEET 2) 0 25 50 GRAPHIC SCALE IN FEET WATER I EASEMENT 0.3049 ACRES CALLED 0.4110 ACRES CITY OF FORT WORTH 13,281 SQ. FT. I RIGHT-OF-WAY EASEMENT INST. NO. D219081313 p__ N LL W NW�/ co LL a So \\ CALLED 173.046 ACRES �t I U,J w SRPF D/HYDE RANCH —t to HOLDINGS, L.P. J INST. NO. D224223909 REMAINDER OF TRACT 1 4B RESOURCES, LP INST. NO. D214033693 _______________ N \I MATCHLINE (SEE SHEET 4) WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND Kimlev*Horn P.O.B. = POINT OF BEGINNING 801 Cherry Street, Unit 11. # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.ktmley-horn.com IRSC = 5/8" IRON ROD W/ "KHA" CAP SET Scale Drawn by Checked by Dale Protect No. Sheet No. IRFC = IRON ROD W/CAP FOUND 1"=50' MKK SCR 01/06/2026 061018452 I3 OF 5 LINE TABLE NO. BEARING LENGTH L1 S89°5805"E 20.00' L2 S00°10'35"W 68.82' L3 S45°22'O3'E 25.39' L4 S00°05'18'W 518.56' LS S00°24'14W 176.50' L6 S44°1455'W 83.01' L7 S00°04'01"W 55.22' L8 S89°0910"W 20.00' L9 No0°04'01"E 63.66' L10 N44°14'55"E 96.00' Ltt N00°03'51"E 698.83' L12 N45°22'03"W 36.19' L13 N00°1035'E 67.36' CURVE TABLE NO. RADIUS DELTA CHORD BEARING CHORD LENGTH Cl 4964.00' 0°18'56" S00°14'46"W 27.33' 27.33' KENT, MASON 1/7/2026931 AM K 1FTW SURVEYt061018452-SILVER CREEK LS-FM•GMIDWG1061018452-SILVER CREEK LS -FM -GM SE WE UPDATE.DWG NORTH MATCHLINE (SEE SHEET 3) 0 25 50 GRAPHIC SCALE IN FEET WATER EASEMENT 0.3049 ACRES CALLED 0.4110 ACRES 13,281 SQ. FT. CITY OF FORT WORTH • RIGHT-OF-WAY EASEMENT INST. NO. D219081313 I Q } o x W o CALLED 173.046 ACRES J I w m SRPF D/HYDE RANCH I o a HOLDINGS, L.P.ck U INST. NO. D224223909 W Lu w > m _J g tr -J J REMAINDER OF TRACT 1 4B RESOURCES, LP INST. NO. D214033693 L6 MATCHLINE (SEE SHEET 5) WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND Kimlev*Horn P.O.B. = POINT OF BEGINNING 801 Cherry Street, Unit 11,8 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 vrnov.kimley-horn.com IRSC = 5/8" IRON ROD W/ "KHA" CAP SET Scale Drawn by checked by Dale Prolecl IJo- I Sheet No. IRFC = IRON ROD W/CAP FOUND 1"=50' MKK SCR 01/06/2026 061018452 I 4OF5 KENT, MASON 1/7/20269 31 AM K'\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE WE UPDATE.DWG NORTH 0 25 50 GRAPHIC SCALE IN FEET WATER EASEMENT 0.3049 ACRES 13,281 SQ. FT. CALLED 173.046 ACRES SRPF D/HYDE RANCH HOLDINGS, L.P. INST. NO. D224223909 LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND MATCHLINE (SEE SHEET 4) I REMAINDER OF TRACT 1 4B RESOURCES, LP I INST. NO. D214033693 Lt S09"08'26"E� 652.18' �- 1 5/8" IRFC "GORRONDONA & ASSOC." CALLED 0.4110 ACRES CITY OF FORT WORTH _________ RIGHT-OF-WAY EASEMENTI INST. NO. D219081313 I Q � Q � o o W o IIl-1 ED II J I..L II U o I WATER EASEMENT •;.S�ppnry',A.,• FILED AND RECORDED ROBERT W. TANNAHILL SURVEY, �•; OFFICIAL PUBLIC RECORDS OF ABSTRACT No. 1540 TARRANT COUNTY, TEXAS Y D226062515 04/06/2026 02:03 PM CITY OF FORT WORTH •'•":: *. EASEMENT TARRANT COUNTY, TEXAS Pages: 9 Fees: $52.00 I�+aC0UNLOCLE NICHOLSONKi >>> COUNTY CLERK e Horn 801 Cherry Street, Unit 11. # 1 300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM #10194040 wvny.kimley-horn.com I Scale Drawn by Checked by Date Project No. Sheet No. 1" = 50' MKK SCR 01/0612026 061018452 5 OF 5 KENT, MASON 1/7/2025931 AM K. \FTW_SURVEY\061018452-SILVER CREEK LS-FM-GMIDWG\061018452-SILVER CREEK LS -FM -GM SE WE UPDATE.DWG D225070037 04/22/2025 09:27 AM Page: 1 of 8 Fee: $48.00 Submitter: Oncor Transmission Engineering- ROW Electronically Recorded by Tarrant County Clerk in Official Public Records - MARY LOUISE NICHOLSON COUNTY CLERK Eagle Mountain - Calmont 138 KV line E-14464 2025-4376CW ENCROACHMENT ON EASEMENT WHEREAS, Oncor Electric Delivery Company LLC ("Oncor"), is the owner of an easement in Tarrant County, Texas, which is recorded under Volume 2205, Page 95 of the Deed Records of Tarrant County, Texas ("Easement"); and WHEREAS, The City of Fort Worth, ("User"), desires permission to construct, operate and maintain a thirty -inch (30") sanitary sewer line crossing ("Encroaching Facility") within the area or boundaries of the Easement ("Easement Area"). NOW, THEREFORE, in consideration of the mutual covenants contained herein and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Oncor and User do hereby agree as follows: 1. Location of Encroaching Facility. User may locate the Encroaching Facility in the Easement Area, but only as described and shown on the attached drawing marked Exhibit "A", incorporated herein. User may not relocate the Encroaching Facility within the Easement Area without the consent and approval of Oncor, which consent and approval shall be at Oncor's sole discretion. User acknowledges and agrees that Oncor holds easement rights on the Easement Area; therefore, User shall obtain whatever rights and permission, other than Oncor's, that are necessary. 2. Restrictions on Use of Easement Area. User shall use only so much of the Easement Area as may be necessary to construct, maintain, operate and repair the Encroaching Facility. User shall, at its own cost and expense, comply with all applicable laws, including but not limited to existing zoning ordinances, governmental rules and regulations enacted or promulgated by any governmental authority and shall promptly execute and fulfill all orders and requirements imposed by such governmental authorities for the correction, prevention and abatement of nuisances in or upon or connected with said Encroaching Facility. At the conclusion of any construction, User shall remove all debris and other materials from the Easement Area and restore the Easement Area to the same condition it was in prior to the commencement of User's construction thereon or in proximity thereto. User shall not place trash dumpsters, toxic substances or flammable material in the Easement Area. Further, if the Easement Area has transmission or distribution facilities located thereon, User shall not place upon the Easement Area any improvements, including but not limited to, buildings, light standards, fences (excluding barriers installed around transmission towers), shrubs, trees or signs unless approved in advance in writing by Oncor. Additional general construction limitations on encroachments are described and listed in Exhibit "B", attached hereto and by reference made a part hereof. 3. Maintenance of Encroaching Facility. User, at User's sole expense, shall maintain and operate the Encroaching Facility. Oncor will not be responsible for any costs of construction, reconstruction, operation, maintenance or removal of User's Encroaching Facility. User shall be liable for any and all taxes and fees assessed by cities or other taxing authorities related to User's Encroaching Facility or User's other allowed improvements being located on the Easement Area, Encroachment on Easement Page 1 of 8 D225070037 Page 2 of 8 including, but not limited to, the assessment of any storm water fees. 4. Risk and Liability. User assumes all risks and liability resulting or arising from or relating to User's use, the existing condition or location, or existing state of maintenance, repair or operation of the Easement Area. It is further agreed that Oncor shall not be liable for any damage to the Encroaching Facility as a result of Oncor's use or enjoyment of its Easement. Any Oncor property damaged or destroyed by User or its agents, employees, invitees, contractors or subcontractors shall be repaired or replaced by Oncor at User's expense and payment is due upon User's receipt of an invoice from Oncor. 5. Indemnification. User, to the extent allowable by Texas law, agrees to defend, indemnify and hold harmless Oncor, its officers, agents and employees, from and against any and all claims, demands, causes of action, loss, damage, liabilities, costs and expenses (including attorney's fees and court costs) of any and every kind or character, known or unknown, fixed or contingent, for personal injury (including death), property damage or other harm for which recovery of damages is sought or suffered by any person or persons that may arise out of, or be occasioned by, the negligence, misconduct or omission of User, its officers, agents, associates, employees, contractors, subcontractors, subconsultants, or any other person entering onto the Easement Area or may arise out of or be occasioned by the use of the Encroaching Facility, except that the indemnity provided for in this paragraph shall not apply to any liability resulting from the sole negligence of Oncor, its officers, agents, or employees or separate contractors, and in the event of joint and concurrent negligence of both Oncor and User, responsibility and indemnity, if any, shall be apportioned comparatively in accordance with the laws of the State of Texas. Nothing contained herein shall ever be construed so as to require User to assess, levy and collect any tax to fund its obligations under this paragraph. Article XI Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the interest on the debt and provides a sinking fund. User has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. 6. High Voltage Restrictions. Use of draglines or other boom -type equipment in connection with any work to be performed on the Easement Area by User, its employees, agents, invitees, contractors or subcontractors must comply with Chapter 752, Texas Health and Safety Code, the National Electric Safety Code and any other applicable safety or clearance requirements. Notwithstanding anything to the contrary herein, in no event shall any equipment be within fifteen (15) feet of the Oncor 138,000 volt or less power lines or within twenty (20) feet of the Oncor 345,000 volt power lines situated on the aforesaid property. User must obtain Oncor's approval and notify the Region Transmission Department at 817-496-2736, 48 hours prior to the use of any boom -type equipment on the Easement Area. 7. Relocation of Facilities. User shall not place its facility within 25 feet of any pole or tower leg. User agrees that in the event that Oncor determines that User's Facility interferes with Oncor's facilities, User will relocate User's Facility at User's expense. User will be entitled to relocate User's Facility on the encroachment area granted hereunder if reasonably possible without further interference with Oncor's facilities. If User's Facility cannot be relocated on the encroachment area, then, if reasonably possible, Oncor agrees to grant User an encroachment near the encroachment granted hereunder so that User's facility can continue to operate as originally intended. 8. Default and Termination. It is understood and agreed that, in case of default by User or its agents in any of the terms and conditions herein stated and such default continues for a period of thirty (30) days after Oncor notifies User of such default in writing, Oncor may at its election forthwith terminate this agreement and upon such termination all of User's rights hereunder shall Encroachment on Easement Page 2 of 8 D225070037 Page 3 of 8 cease and come to an end. This agreement shall also terminate upon the abandonment of the Encroaching Facility. This agreement shall extend to and be binding upon User and its successors and assigns, and is not to be interpreted as a waiver of any rights held by Oncor under its Easement. Executed this it day of i.% 2025. APPROVAL: Oncor Electric Delivery Company LLC Attorney -In -Fact STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared .TOf7 7 / iOW 'j'S , as Attorney -In -Fact of Oncor Electric Delivery Company LLC, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed, in the capacity therein stated and he is authorized to do so. GIVEN UNDER MY HAND AND SEAL OF OFFICE this/7day of A. D. 2025. Tracy Mitcholt My Co4/2712027 xplrss Notary ID 11882210 Notary Publ' n and for the State of Texas Encroachment on Easement Page 3 of 8 D225070037 Page 4 of 8 ACCEPTANCE: The City of Fort Worth By: ' / lu:..a � ";JL51. I j , Name: �I � cl4i,i �:� vU,i Approved as to Form and Legality By: Name: Matthew Murray Title: 1VO t �i �?I ie, i--1%c'c 4( Title: Assistant City Attorney STATE OF TEXAS § COUNTY OF TARRANT § IEFOI,ME, the undersigned authority, on this day personally . appeared 1,as the t)) t 1 I�1c ii(trrt,c 1'il' j>h r'c`fi of the City of Fort Worth, known to me to be the person whbse nthne is sutscnbed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, in the capacity therein stated and he/she is authorized to do so. GIVE UNDER MY HAND AND SEAL OF OFFICE this I I day of , A. D. 2025. ,*"" •�. ANDREA MdNT0SH Notary Public in and for the State of Texas :° Notary T State of Tq= of+P Notary ID #11862423 Commission Exp. 0CT.10, 2027 After Recording, Return To: Oncor Electric Delivery Company LLC Right of Way Services Attn: Laura DeLaPaz 777 Main St, Suite 707 Ft. 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You are notified, and should advise your employees, representatives, agents, and contractors, who enter the property that they will be working in the vicinity of high voltage electrical facilities and should take proper precautions, included but not limited to the following stipulations and in compliance, at all times, with Chapter 752, V.T.C.A., Health & Safety Code. 2. Blasting is not to be permitted on Oncor right-of-way or under Oncor lines. 3. Construction on electric transmission line easements acquired by Oncor after January 1, 2003 shall comply with the requirements of Public Utility Commission Substantive Rules §25.101, as amended from time to time. 4. No crossing less than 45 degrees to the centerline of the right-of-way. 5. Grading will be done in order to leave the right-of-way as near as possible to present condition. Spoil dirt will be removed from the right-of-way and no trash is to be left on right-of-way. Slopes shall be graded so that trucks can go down the right-of-way when required and such that the slopes can be mechanically maintained. 6. Equipment and materials will not be stored on the right-of-way during construction without written approval of the Supervisor of Regional Transmission. 7. Street or road crossings are to be based on drawings submitted. Any change in alignment or elevation will be resubmitted for approval. 8. No signs, lights or guard lights will be permitted on the right-of-way. 9. Power line safety equipment operations: hazard assessment and precautions inside the work zone area must be performed and in compliance with OSHA Standard §1926.1408 at all times. Equipment shall not be placed within fifteen (15) feet of the Oncor 138,000 volt or less power lines or within twenty (20) feet of the Oncor 345,000 volt power lines. 10. Any pre -approved fencing will not exceed eight (8) feet in height, and if metal in nature, will be Encroachment on Easement Page 6 of 8 D225070037 Page 7 of 8 grounded, at ten (10) feet intervals, with an appropriate driven ground. Gates should be at least sixteen (16) feet in width to allow Oncor access to the right-of-way. 11. No dumpsters will be allowed on Oncor right-of-way or fee owned property. 12. Draglines will not be used under the line or on Oncor right-of-way. 13. The existing grade shall not be disturbed, excavated or filled within 25 feet of the nearest edge of any Oncor transmission structure (tower, pole, guy wire, etc...). 14. Right-of-way will be protected from washing and erosion by Oncor approved method before any permits are granted. No discharging of water will be allowed within any portion of the right of way. Drainage facilitation will not be allowed to discharge into/onto Oncor right-of-way. 15. No obstruction shall be installed on the right-of-way that would interfere with access to Oncor structures or prevent mechanical maintenance. 16. Before any work is done under Oncor lines or by Oncor structures notify the Region Transmission Department, 817-496-2736. 17. No hazardous materials will be stored on the right of way. 18. For purposes of this document, "Hazardous Materials" means and includes those substances, including, without limitation, asbestos -containing material containing more than one percent (1%) asbestos by weight, or the group of organic compounds known as polychlorinated biphenyls, flammable explosives, radioactive materials, chemicals known to cause cancer or reproductive toxicity and includes any items included in the definition of hazardous or toxic waste, materials or substances under any Hazardous Material Law. "Hazardous Material Laws" collectively means and includes any present and future local, state and federal law relating to the environment and environmental conditions including, without limitation, the Resource Conservation and Recovery Act of 1976 ("RCRA"), 42 U.S.C. §6901 et sec ., the Comprehensive Environmental Response, Compensation and Liability Act of 1980, ("CERCLA"), 42 U.S.C. §§9601-9657, as amended by the Superfund Amendments and Reauthorization Act of 1986 ("SARA"), the Hazardous Material Transportation Act, 49 U.S.C. §6901 et sec ., the Federal Water Pollution Control Act, 33 U.S.C. §1251, et sec ., the Clean Air Encroachment on Easement Page 7 of 8 D225070037 Page 8 of 8 Act, 42 U.S.C. §741 et sec ., the Clean Water Act, 33 U.S.C. §7401 et sec ., the Toxic Substances Control Act, 15 U.S.C. §§2601-2629, the Safe Drinking Water Act, 42 U.S.C. §§300f -330j, and all the regulations, orders, and decrees now or hereafter promulgated thereunder. 19. Brush and cut timber is not to be piled or stacked on Oncor right-of-way nor is it allowed to be burned upon or in close proximity to the conductors or towers. 20. No structures or obstructions, such as buildings, garages, barns, sheds, swimming pools, playground equipment, guard houses, etc., will be permitted on the right-of-way. 21. Landscaping on Oncor right-of-way is permitted when Oncor approves landscaping plans in writing. No lighting or sprinkler systems are allowed on the right-of-way. 22. No park or park designation will be permitted on the right-of-way. 23. Gas Pipeline Protective Barrier; Grantee, at Grantee's sole expense, shall provide one of the following protective barriers; 1) a concrete protective barrier between the surface and the pipe that is a minimum of one (1) foot thick by one (1) foot wide, if pipe is wider than one (1) foot, then width of pipe, with the top of the concrete barrier to be at least one (1) foot below the surface or final grade, 2) construct the gas pipeline inside of a proper protective steel casing, 3) where electric facilities are located above ground, install the pipeline a minimum of ten (10) feet below the ground surface, or 4) where electric facilities are located below ground, install the pipeline at a depth that provides for a minimum of a ten (10) foot clearance between the pipeline and the underground electric facilities. 24. No fire hydrants or manholes will be permitted within the right-of-way. 25. Any drainage feature that allows water to pond, causes erosion, directs stormwater toward the right-of-way or limits access to or around Oncor's facilities is prohibited. Drainage facilitation will not be allowed to discharge into/onto Oncor right-of-way. 26. No boring pits or other type of pits will be permitted within the right-of-way. Encroachment on Easement Page 8 of 8 LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 1.4586 acre (63,538 square foot) tract of land situated in the Jacob Willcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being part of those tracts of land described in deeds to the City of Fort Worth recorded in Volume 389, Page 329 and Volume 519, Page 622 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the west line of Silver Creek Road (a variable width right-of-way) THENCE South 01°22'14" West, along the said west line of Silver Creek Road, a distance of 49.45 feet to a point for corner, said point being the southwest corner of Silver Creek Road; THENCE South 88°37'46" East, along the south line of Silver Creek Road, a distance of 40.27 feet to a point for corner; THENCE South 13°50'58" West, departing the said south line of Silver Creek Road, a distance of 1,094.75 feet to a point for corner; THENCE South 34°36'03" East, a distance of 165.95 feet to a point for corner in the north line of a tract of land described as Tract II in Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); THENCE South 81°37'04" West, along the said north line of Tract II, a distance of 55.73 feet to a 5/8" iron rod set with a cap stamped "KHA"; THENCE North 34°36'03" West, departing the said north line of Tract II, a distance of 163.82 feet to a point for corner; THENCE North 13°50'58" East, a distance of 1,156.83 feet to a point for corner; to the POINT OF BEGINNING and containing 63,538 square feet or 1.4586 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 75 150 GRAPHIC SCALE IN FEET NOTES i rr�nin P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET CITY OF FORT WORTH (VOL. 389, PG. 329) SANITARY SEWER EASEMENT 1.4586 ACRES IRSC / I W / D r < I I I D m I 'U m I CITY OF FORT WORTH I (VOL. 519, PG. 622) �MII I � O T N j I L2 (, L PARK LAKE WORTH LEASE BLOCKS (CAB. A, SL. 7417) � o Lo 40 o FIRST TRACT CITY OF FORT WORTH / co (VOL. 519, PG. 622) 63,538 SQ. FT. I EL' MATCHLINE (SEE SHEET 3) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com :••G%S T I MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 2) LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET SANITARY SEWER EASEMENT FIRST TRACT 1.4586 ACRES7 O3 2CITY OF FORT WORTH 63,538 SQ. FT. O (VOL. 519, PG. 622) LINE TABLE NO. BEARING LENGTH L1 S01°22'14"W 49.45' L2 S8837'46"E 40.27' L3 S3436'03"E 165.95' L4 S81°37'04"W 55.73' N34°36'03"W J 163.8' 20.75' �4 IRSC TRACT II THRID PEAK, LP (INST. NO. D208170892) NORTH 0 75 150 GRAPHIC SCALE IN FEET cu C � M Z ^ w co U_ n}� LOT1 HOLLOW CREEK 388-126, PG. 1) w O J U w J O - w I I SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.6290 acre (27,398 square foot) tract of land situated in the Jacob Willcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being part of a tract of land described in deed to the City of Fort Worth recorded in Volume 389, Page 329 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner on the west line of Silver Creek Road (a variable width right-of-way); THENCE South 01°22'14" West, along said west line of Silver Creek Road, a distance of 92.56 feet to a 5/8" iron rod set with a cap stamped "KHA"; THENCE South 13°50'58" West, departing the said west line of Silver Creek Road, a distance of 1,156.83 feet to a point for corner; THENCE South 34°36'03" East, a distance of 163.82 feet to a 5/8" iron rod set with a cap stamped "KHA" in the north line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T); THENCE South 81°37'04" West, along the said north line of Tract II, a distance of 22.29 feet to a point for corner; THENCE North 34°36'03" West, departing the said north line of Tract II, a distance of 162.97 feet to a point for corner; THENCE North 13°50'58" East, a distance of 1,256.20 feet to the POINT OF BEGINNING and containing 27,398 square feet or 0.6290 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 75 150 GRAPHIC SCALE IN FEET TEMPORARY CONSTRUCTION EASEMENT 0.6290 ACRES 27,398 SQ. FT. CITY OF FORT WORTH (VOL. 389, PG. 329) 1 CrCAIn P.O.B. = POINT OF BEGINNING 4 IRSC = 5/8" IRON ROD W/ "KHA" CAP SET I MATCHLINE (SEE SHEET 3) NOTES CITY OF (VOL. II ORT WORTH / 9, PG. 622) � / I- PARK LAKE WORTH LEASE BLOCKS (CAB. A, SL. 7417) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com :••G%S T I MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 2) TEMPORARY - CONSTRUCTION EASEMENT 0.6290 ACRES N M 27,398 SQ. FT. N I CITY OF FORT WORTH (VOL. 389, PG. 329) LINE TABLE NO. BEARING LENGTH L1 S0122'14"W 92.56' L2 S34°36'03"E 163.82' L3 S81°37'04"W 22.29' L4 N34'36'03"W 162.97' NORTH 0 75 150 GRAPHIC SCALE IN FEET FIRST TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) _cu w �. / L U z a LLJ d O N Co wON J000 wJ J M cn O OJ 2O 188.46- 69.14' IRSC TRACT II THRID PEAK, LP (INST. NO. D208170892) I P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.0086 acre (374 square foot) tract of land situated in the Jacob Willcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner, from which a 5/8" iron rod set with a cap stamped "KHA" in the north line of said Tract II bears North 40°19'18" West, a distance of 355.79 feet; THENCE North 77°39'09" East, a distance of 17.39 feet to a point for corner in the east line of said Tract II and the west line of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020, O.P.R.T.C.T.; from which a 5/8" iron rod set with a cap stamped "KHA" in the northeast line of said Tract II and the southwest line of a tract of land described in deed to Texas Electric Service Company recorded in Volume 2179, Page 198, D.R.T.C.T., bears North 03°04'13" West, a distance of 35.40 feet; THENCE South 00°02'20" West, along the said east line of Tract II and the said west line of Tract 2, a distance of 20.48 feet to a point for corner; THENCE South 77°39'09" West, departing the said east line of Tract II and the said west line of Tract 2, a distance of 19.99 feet to a point for corner; THENCE North 06°55'03" East, a distance of 21.19 feet to the POINT OF BEGINNING and containing 374 square feet or 0.0086 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND \ I P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NORTH IRSC f" \ 0 10 20 TEXAS ELECTRIC SERVICE \ COMPANY I GRAPHIC SCALE IN FEET (VOL. 2179, PG. 198) Ao\ s�\ IRSC ss\ o l TRACT NO. 1 - TEXAS ELECTRIC \ c11 SERVICE COMPANY (VOL. 2166, PG. 282) LINE TABLE NO. BEARING LENGTH L1 N77°39'09"E 17.39' L2 S00°02'20"W 20.48' L3 S77°39'09"W 19.99' L4 N06°55'03"E 21.19' \ IN QI� N MI M \ ZII P.O.B. TRACT 2 TEMPORARY FW 820, LLC. CONSTRUCTION L3 (INST. NO. D222026020) EASEMENT 0.0086 ACRES I� 374 SQ. FT. I0 TRACT II THRID PEAK, LP (INST. NO. D208170892) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 1.1337 acre (49,384 square foot) tract of land situated in the Jacob Wilcox #2, Abstract No. 1725 and the John H Smallwood Survey, Abstract No.1452, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8 iron rod set with a cap stamped "KHA" (Northing: 6973426.67, Easting: 2277738.43) in the north line of said Tract II; THENCE South 34°36'03" East, departing said north line of Tract II, a distance of 318.65 feet to a point for corner; THENCE South 06°55'03" West, a distance of 294.44 feet to a point for corner; THENCE South 51°5503" West, a distance of 7.07 feet to a point for corner; THENCE South 06°55'03" West, a distance of 277.58 feet to a point for corner; THENCE South 31°10'58" West, a distance of 926.90 feet to a point for corner; THENCE South 03°1640" West, a distance of 622.37 feet to a point for corner; THENCE South 20°3807" West, a distance of 67.04 feet to a point for corner (Northing: 6971115.10, Easting: 2277305.78), from which a 5/8" iron rod set with a cap stamped "KHA" in the south line of said Tract II bears South 30°5419" West, a distance of 1978.66 feet; THENCE North 03°1640" East, a distance of 691.32 feet to a point for corner; THENCE North 31°10'58" East, a distance of 814.19 feet to a point for corner; THENCE North 42°53'55" East, a distance of 6.27 feet to a point for corner; THENCE North 21°20'16" East, a distance of 7.44 feet to a point for corner; THENCE North 31°10'58" East, a distance of 99.90 feet to a point for corner; THENCE North 07°00'51" East, a distance of 33.58 feet to a point for corner; TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT THENCE North 11°4239" East, a distance of 44.02 feet to a point for corner; THENCE North 10°44'57" West, a distance of 12.31 feet to a point for corner; THENCE North 06°55'03" East, a distance of 184.11 feet to a point for corner; THENCE North 51°55'03" East, a distance of 7.07 feet to a point for corner; THENCE North 06°55'03" East, a distance of 286.86 feet to a point for corner; THENCE North 34°36'03" West, a distance of 320.92 feet to a point for corner, said point being in said north line of Tract II; THENCE North 81°37'04" East, along said north line of Tract II, a distance of 22.29 feet to the POINT OF BEGINNING and containing 49,384 square feet or 1.1337 acres of land, more or less. Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT ,��•;oF. TF No. 1725 AND 1452 ,�P•�C RF :ry MICHAEL CLEO BILLINGSLEY cj. o �N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY 801 CHERRY STREET, 6558 ••••••••••••••••••••••x•• Kimlev*Horn UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 9i�i'• : e s s �°' ' �lO 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 PH. 817-335-6511 S` •URv Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by IProject No. Sheet I michael.billingsley@kimley-horn.com N/A MKK MCB 02/20/2025 I 061018452 I 2OF NORTH 0 50 100 GRAPHIC SCALE IN FEET LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NOTES P.O.B. CITY OF FORT WORTH IRSC (VOL. 389, PG. 329) N:6973426.67 E:2277738.43 W L9 � 188.46' inr� a S� \ � 0— 37o \\ QN wON 2t_ o `''6 w v —j�o o. o TRACT II THRID PEAK, LP �� (INST. NO. D208170892) v 6s \ o� \ I TEMPORARY CONSTRUCTION EASEMENT 1.1337 ACRES 49,384 SQ. FT. 0 N N o Li I O Cr, (N co OJ I N J N O CJ o 0 ooh cfl o �mO z Z c L` I- z MATCHLINE (SEE SHEET 4) Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT ,��•_OF-•TF No. 1725 AND 1452 MICHAEL CLEO BILLINGSLEY �j RFo =;N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••-••••••••••-••••••••••- TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY CHERRY STREET, •••-•••••-• ••-••••••• ••-•••••••• 801 UNIT 11 SUITE 1300 6558 �• Kimlev*Horn FORT WORTH, TEXAS 76102 '9�%•: E s S : °�y 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 PH. 817-335-6511 S URv Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com michael.billingsley@kimley-horn.com Scale Drawn by Checked by I Project No. Sheet I 1"=100' MKK MCB 02/20/2025 I 061018452 I 3OF LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NORTH 0 50 100 GRAPHIC SCALE IN FEET TRACT II THRID PEAK, LP (INST. NO. D208170892) TEMPORARY CONSTRUCTION EASEMENT 1.1337 ACRES 49,384 SQ. FT. L3 N31°10'58"E L2- 814.19' — MATCHLINE (SEE SHEET 3) N06°55'03"E I 286.86' S06°55'03"W 294.44' L1 co N o N O O N r I N J ON J N U o p I or) (0 co o V) 1I - U) S3 11'10'58"W 926.90' MATCHLINE (SEE SHEET 5) TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 50 100 GRAPHIC SCALE IN FEET TRACT II THRID PEAK, LP (INST. NO. D208170892) MATCHLINE (SEE SHEET 4) TEMPORARY CONSTRUCTION EASEMENT 1.1337 ACRES 49,384 SQ. FT. TRACT2 FW 820, LLC. (INST. NO. D222026020) JACOB WILCOX #2 SURVEY, ABSTRACT No. 61 MATCHLINE (SEE SHEET 6) P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET APPROXIMATE SURVEY LINE TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET MATCHLINE (SEE SHEET 5, NORTH - - - 7r - I` 0 50 100 GRAPHIC SCALE IN FEET / o o O o O u � � 0 TRACT II THRID PEAK, LP I (INST. NO. D208170892) TEMPORARY CONSTRUCTION EASEMENT M 1.1337 ACRES N 49,384 SQ. FT. I w 0 � O O � '—N CD o M o O O Z MATCHLINE (SEE SHEET 7) 0) m TRACT 2 FW 820, LLC. (INST. NO. D222026020) TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NORTH MATCHLINE (SEE SHEET 6) 0 50 100 GRAPHIC SCALE IN FEET TRACT II THRID PEAK, LP iN (INST. NO. D208170892) N LINE TABLE co NO. BEARING LENGTH ILl L1 N51°55'03"E 7.07' �t O L2 N42°53'55"E 6.27' ° L3 N2120'16"E 7.44' ° O z O L4 N31°10'58"E 99.90' TEMPORARY L5 N07°00'51"E 33.58' L6 N11°42'39"E 44.02' CONSTRUCTION L7 N1044'57"W 12.31' EASEMENT L8 N5155'03"E 7.07' 1.1337 ACRES �� ` Ls N81°37'04"E 22.29' 49,384 SQ. FT. N:6971115.10 E:2277305.78 S20°38'07"W 67.04' IRSC p N.6969417.38 E:2276289.51 S30°54' 19"W 1978.66' TRACT 2 FW 820, LLC. (INST. NO. D222026020) TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.9536 acre (41,540 square foot) tract of land situated in the John H Smallwood Survey, Abstract No. 1452, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" (Northing: 6969414.12, Easting: 2276401.66) in the south line of said Tract II; THENCE North 41°13'49" East, departing the said south line of Tract II, a distance of 186.96 feet to a point for corner; THENCE North 53°47'32" East, a distance of 578.53 feet to a point for corner; THENCE North 08°37'42" West, a distance of 154.49 feet to a point for corner; THENCE North 20°38'07" East, a distance of 1,192.56 feet to a point for corner (Northing: 6971165.27, Easting: 2277388.79); from which a 5/8" iron rod set with a cap stamped "KHA" in the north line of said Tract II and the south line of a tract of land described in deed to the City of Fort Worth in Volume 389, Page 329 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.) bears North 08°47'21" East, a distance of 2,288.18 feet; THENCE South 03°1640" West, a distance of 67.04 feet to a point for corner; THENCE South 20°38'07" West, a distance of 1,123.35 feet to a point for corner; THENCE South 08°37'42" East, a distance of 161.39 feet to a point for corner; THENCE South 53°47'32" West, a distance of 588.45 feet to a point for corner; THENCE South 41°13'49" West, a distance of 168.23 feet to a point for corner; THENCE North 88°20'02" West, a distance of 25.94 feet to the POINT OF BEGINNING and containing 41,540 square feet or 0.9536 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT JOHN H SMALLWOOD SURVEY, •F-• TF ABSTRACT No. 1452 MICHAEL CLEO BILLINGSLEY` CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••-••••••••••-••••• - TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLE0 6558 BILLINGSLEY 801 CHERRY STREET, •••-•••••-• ••-••••••• ••-•••••••• Kimlev*Horn UNIT 11 SUITE 1300 q FORT WORTH, TEXAS 76102 9�%•: E s s : °��l 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 PH. 817-335-6511 S URv Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet Nt michael.billingsley@kimley-horn.com N/A MKK MCB 02/19/2025 061018452 I 1 OF 5 LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET TRACT II THRID PEAK, LP (INST. NO. D208170892) TEMPORARY d,-,r CONSTRUCTION EASEMENT 0.9536 ACRES 41,540 SQ. FT. NORTH 0 50 100 GRAPHIC SCALE IN FEET N 587.50' 5� 744.43' P.O.B. - - IRSC N6969414.12 N88°20'02"W MCCALL LIVING TRUST E2276401.66 25.94' (INST. NO. D219013288) NOTES 'w z I J U I Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT JOHN H SMALLWOOD SURVEY, ,��•_oF-• TF ABSTRACT No. 1452 MICHAEL CLEO BILLINGSLEY44;Gj CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••-••••••••••-••••••••••- TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY 801 CHERRY STREET, •••-•••••-• •6.5••• ./1 Kimlev*Horn UNIT 11 SUITE 1300 q 6558 FORT WORTH, TEXAS 76102 9�%•: E s s : °��l 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 PH. 817-335-6511 S URv Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet Nt michael.billingsley@kimley-horn.com 1"=100' MKK MCB 02/19/2025 061018452 I 2 OF 5 LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NORTH 0 50 100 MATCHLINE (SEE SHEET 4) GRAPHIC SCALE IN FEET TEMPORARY a� CONSTRUCTION l lo EASEMENT 0.9536 ACRES 41,540 SQ. FT. � w N N ' ' ti ti W THRID PEAK, LP o �'�� (INST. NO. D208170892) Lu Z_ J Q ' 75 TEMPORARY CONSTRUCTION EASEMENT JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev*Horn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100' MKK MCB 02/19/2025 061018452 3 OF 5 KENT, MASON 2/19/2025 3:33 PM \\KIMLEY-HORN\CN FTW\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SW TCE UPDATE.DWG LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET MATCHLINE (SEE SHEET 5) TEMPORARY CONSTRUCTION EASEMENT 0.9536 ACRES 41,540 SQ. FT. MATCHLINE (SEE SHEET 3) TRACT II THRID PEAK, LP (INST. NO. D208170892) NORTH 0 50 100 GRAPHIC SCALE IN FEET TEMPORARY CONSTRUCTION EASEMENT JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRSC N. 6973426.67 E. 2277738.43 N08°47'21 "E 2288.18'-� ' N:6971165.27 E:2277388.79 S03° 16'40"W TEMPORARY 67.04' CONSTRUCTION EASEMENT 0.9536 ACRES 41,540 SQ. FT. TRACT II THRID PEAK, LP (INST. NO. D208170892) MATCHLINE (SEE SHEET 4) NORTH 0 50 100 GRAPHIC SCALE IN FEET 0 N O co N J C N C) N < O 0 d W Hz IL I- Z TEMPORARY CONSTRUCTION EASEMENT JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 6.3268 acre (275,595 square foot) tract of land situated in the Jacob Willcox #2 Survey, Abstract No. 1725 and the John H Smallwood Survey, Abstract No. 1452, City of Fort Worth, Tarrant County, Texas; said tract being a portion of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892 of the Official Public Records, Tarrant County, Texas O.P.R.T.C.T); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" (Northing: 6973426.67, Easting: 2277738.43) in the north line of said Tract II; THENCE North 81°37'04" East, along the said north line of Tract II, a distance of 55.73 feet to a point for corner; THENCE South 34°36'03" East, departing the said north line of Tract II, a distance of 302.93 feet to a point for corner; THENCE North 77°39'09" East, a distance of 9.73 feet to a point for corner; THENCE North 51°15'09" East, a distance of 11.09 feet to a point for corner, said point being in the northeast line of said Tract II and the southwest line of a tract of land described in deed to Texas Electric Service Company recorded in Volume 2179, Page 198 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.) THENCE South 36°08'14" East, along the said northeast line of Tract II and the southwest line of Texas Electric Service Company tract, a distance of 3.25 feet to a point for corner, said point being the south corner of said Texas Electric Service Company tract and the north corner of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the said O.P.R.T.C.T.; THENCE South 00°02'20" West, along the east line of said Tract II and west line of said Tract 2, a distance of 32.72 feet to a point for corner; THENCE South 77°39'09" West, departing the said east line of Tract II and west line of Tract 2, a distance of 17.39 feet to a point for corner; THENCE South 06°55'03" West, a distance of 291.46 feet to a point for corner; THENCE South 38°04'57" East, a distance of 7.07 feet to a point for corner; THENCE South 06°55'03" West, a distance of 290.48 feet to a point for corner; SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENT THENCE South 31°10'58" West, a distance of 579.18 feet to a point for corner in the east line of said Tract II and the north line of said Tract 2; THENCE South 89°55'51" West, along the said east line of Tract II and the said north line of Tract 2, a distance of 35.66 feet to a point for corner; THENCE South 00°0427" East, along the said east line of Tract II and said west line of said Tract 2, a distance of 58.76 feet to a point for corner; THENCE South 31°10'58" West, departing the said east line of Tract II and said west line of Tract 2, a distance of 276.98 feet to a point for corner; THENCE South 03°1640" West, a distance of 616.62 feet to a point for corner; THENCE South 20°38'07" West, a distance of 1,192.56 feet to a point for corner; THENCE South 08°37'42" East, a distance of 154.49 feet to a point for corner; THENCE South 53°47'32" West, a distance of 578.53 feet to a point for corner; THENCE South 41°1349" West, a distance of 186.96 feet to a point for corner in the south line of said Tract II; THENCE North 88°20'02" West, along said north line of Tract II, a distance of 232.36 feet to a 5/8" iron rod set with a cap stamped "KHA" (Northing: 6969420.87, Easting: 2276169.40); THENCE North 58°48'57" East, departing said south line of Tract II, a distance of 110.61 feet to a point for corner; THENCE South 88°20'02" East, a distance of 111.18 feet to a point for corner; THENCE North 41°13'49" East, a distance of 165.31 feet to a point for corner; THENCE North 53°47'32" East, a distance of 548.78 feet to a point for corner; THENCE North 08°37'42" West, a distance of 133.81 feet to a point for corner; THENCE North 20°38'07" East, a distance of 1,199.07 feet to a point for corner; SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGAL DESCRIPTION SANITARY SEWER EASEMENT THENCE North 03°1640" East, a distance of 622.37 feet to a point for corner; THENCE North 31°10'58" East, a distance of 926.90 feet to a point for corner; THENCE North 06°55'03" East, a distance of 277.58 feet to a point for corner; THENCE North 51°55'03" East, a distance of 7.07 feet to a point for corner; THENCE North 06°55'03" East, a distance of 294.44 feet to a point for corner; THENCE North 34°36'03" West, a distance of 318.65 feet to the POINT OF BEGINNING and containing 275,595 square feet or 6.3268 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT ,��•;oFf TF No. 1725 AND 1452 ,�P•�� RF :ry MICHAEL CLEO BILLINGSLEY cj. o 6.N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY 801 CHERRY STREET, 6558 ••••••••••••••••••••••x•• Kimlev*Horn UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 9�i•• e S S % . ' �lO 801 Cherry Street, Unit 11, #1300 Tel. No. (817) 335-6511 PH. 817-335-6511 •SURv Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by I Project No. Sheet I michael.billingsley@kimley-horn.com N/A MKK MCB 02/20/2025 I 061018452 I 3OF P.O.B. NORTH IRSC N:6973426.67 E2277738.43 0 50 100 CITY OF FORT WORTH LA (VOL. 389, PG. 329) - TEXAS ELECTRIC SERVICE COMPANY I GRAPHIC SCALE IN FEET 21O.75' ( (VOL. 2179, PG. 198) Ye I TRACT II �j c� , Rp PeO( `Pgg21 THRID PEAK, LP 6, S NO. p2pg17� (INST. NO. 0208170892) 3 I TRACT 1 L2 FW 820, LLC. L4 \ (INST. NO. 0222026020) SANITARY SEWER L5 EASEMENT 6.3268 ACRES r/- 275,595 SQ. FT. L6 <O C) \ . cv O) CV � W O oM TRACT 2 FW 820, LLC. LEGEND o In Z o (INST. NO. D222026020) \ P.O.B. = POINT OF BEGINNING o \ IRSC=5/8" 5/8" IRON ROD W/ "KHA" CAP SET MATCHLINE (SEE SHEET 5) tinTFc Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202) with an applied combined scale factor of 1.00012. A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT ,��•_oF-•TF No. 1725 AND 1452 MICHAEL CLEO BILLINGSLEY Gj RFo =;N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••-••••••••••-••••••••••- TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY CHERRY STREET, •••-•••••-• ••-••••••• ••-•••••••• 801 UNIT 11 SUITE 1300 6558 �• Kimlev*Horn FORT WORTH, TEXAS 76102 9�%•: E s s : °'�l 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 PH. 817-335-6511 S URv Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com michael.billingsley@kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet I 1"=100' MKK MCB 02/20/2025 I 061018452 I 4 OF NORTH MATCHLINE (SEE SHEET 4) 0 50 100 j/////j GRAPHIC SCALE IN FEET SANITARY SEWER EASEMENT TRACT2 6.3268 ACRES I FW 820, LLC. 275,595 SQ. FT. (INST. NO. D222026020) rn 8O N O w M O O TRACT II o THRID PEAK, LP Z (INST. NO. D208170892) I h ^O � LEGEND nj I P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET MATCHLINE (SEE SHEET 6) SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev)))Horn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100' MKK MCB 02/20/2025 061018452 5 OF 11 KENT, MASON 2/20/2025 11:21 AM \\KIMLEY-HORN\CN FTW\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM W SSE UPDATE.DWG NORTH 0 50 100 GRAPHIC SCALE IN FEET TRACT II THRID PEAK, LP (INST. NO. D208170892) SANITARY SEWER EASEMENT 6.3268 ACRES 275,595 SQ. FT. L8 rn J MATCHLINE (SEE SHEET 5) JACOB WILCOX SURVEY, ABSTRACT No. 1725 APPROXIMATE SURVEY LINE ROBERT W TANNAHILL SURVEY. ABSTRACT No. 1540 TRACT 2 �p FW 820, LLC. v I (INST. NO. D222026020) MATCHLINE (SEE SHEET 7) P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING NORTH IRSC = 5/8" IRON ROD W/ "KHA" CAP SET 0 50 100 MATCHLINE (SEE SHEET 6) GRAPHIC SCALE IN FEET ,moo N31°10'58"E 10'58"E TRACT II 926.90' I THRID PEAK, LP (INST. NO. D208170892) '0 O h Z 2 " Q C) 1 m O N N I QQ o N CD > co Uo N J N J N W P 0 O ri Q Q I - ti (h c Z z oM I = w O p SANITARY SEWER EASEMENT 6.3268 ACRES I w 275,595 SQ. FT. I CL a MATCHLINE (SEE SHEET 8) SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev*Horn 801 Cherry Street, Unit 11, #1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100, MKK MCB 02/20/2025 061018452 I 7 OF 11 KENT, MASON 2/20/2025 11:21 AM \\KIMLEY-HORN\CN FTW\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM W SSE UPDATE.DWG LEGEND P.O.B. = POINT OF BEGINNING NORTH IRSC = 5/8" IRON ROD W/ "KHA" CAP SET 0 50 100 MATCHLINE (SEE SHEET 7) - - GRAPHIC SCALE IN FEET N. N TRACTII THRID PEAK, LP �t (INST. NO. D208170892) o z CD 0 u N � _ O � N SANITARY SEWER z .Z EASEMENT J N 6.3268 ACRES m m a o 275,595 SQ. FT. W ,W o U-. I- C]) o CO O O Z � �2 2 ¢ ti I O I'/l H I o a — — — — — — MATCHLINE (SEE SHEET 9) SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev)))Horn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100, MKK MCB 02/20/2025 061018452 8 OF 11 KENT, MASON 2/20/2025 11:21 AM \\KIMLEY-HORN\CN FTW\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM W SSE UPDATE.DWG LEGEND P.O.B. = POINT OF BEGINNING MATCHLINE (SEE SHEET 8) IRSC = 5/8" IRON ROD W/ "KHA" CAP SET TRACT II NORTH THRID PEAK, LP (INST. NO. 0208170892) O 0)) h� 0 50 100 ^ �N �C/ ^ GRAPHIC SCALE IN FEET Q oM SANITARY SEWER EASEMENT 6.3268 ACRES 275,595 SQ. FT. MATCHLINE (SEE SHEET 10) SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev)))Horn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100MKK MCB 02/20/2025 061018452 9 OF 11 KENT, MASON 2/20/2025 11:21 AM \\KIMLEY-HORN\CN FTW\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM W SSE UPDATE.DWG MATCHLINE (SEE SHEET 9) —dam — NORTH 0 50 100 GRAPHIC SCALE IN FEET TRACT II THRID PEAK, LP (INST. NO. D208170892) W U o^ W �tK W (n — 770.37' Z J 2 I- I I LEGEND MCCALL LIVING TRUST (INST. NO. D219013288) P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET SANITARY SEWER EASEMENT 6.3268 ACRES 275,595 SQ. FT. SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING NORTH IRSC = 5/8" IRON ROD W/ "KHA" CAP SET 0 50 100 GRAPHIC SCALE IN FEET TRACT II THRID PEAK, LP (INST. NO. D208170892) O F - w w SANITARY SEWER _\ EASEMENT I w 6.3268 ACRES L13 275,595 SQ. FT. w ��2 Z _ _ 355.14' _ APPROXIMATE SURVEY LINE JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1452 _ N88°20r02"W ' 232.36' SOCORRO SURVEY. ABSTRACT No. 1837 IRSC • Q N:6969420.87 E:227616940 ' MCCALL LIVING TRUST (INST. NO. D219013288) 0 Z c)2 U � O c Om SANITARY SEWER EASEMENT JACOB WILCOX #2 AND JOHN H SMALLWOOD SURVEY, ABSTRACT No. 1725 AND 1452 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimlev*Horn 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com Scale Drawn by Checked by Date Project No. Sheet No. 1" = 100' MKK MCB 02/20/2025 061018452 11 OF 11 LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH L1 N81°37'04"E 55.73 L9 S00°04'27"E 58.76' L2 N77°39'09"E 9.73' L10 S31°10'58"W 276.98' L3 N51°15'09"E 11.09' L11 S08°37'42"E 154.49' L4 S36°08'14"E 3.25' L12 N58°4857'E 110.61' L5 S00°0220W 32.72' L13 S88°20'02"E 111.18' L6 S77`39'09W 17.39' L14 N08`3T42'W 133.81' L7 S38°04'57"E 7.07' L15 N51 °55'03"E 7.07' L8 S89`5551"W 35.66' KENT, MASON 2/20/2025 11:21 AM \\KIMLEY-HORN\CN FTWIFTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM W SSE UPDATE.DWG D225050022 03/25/2025 10:38 AM Page: 1 of 13 Fee: $68.00 Submitter: Oncor Transmission Engineering- ROW Electronically Recorded by Tarrant County Clerk in Official Public Records - MARY LOUISE NICHOLSON COUNTY CLERK Eagle Mountain — Calmont 138 KV Line D-1073 2024-6060CW EASEMENT AND RIGHT OF WAY 3°t 3Sf STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § That ONCOR ELECTRIC DELIVERY COMPANY LLC, a Delaware limited liability company, hereinafter referred to as Grantor, for and in consideration of TEN AND NO/1 00 DOLLARS ($10.00), and other good and valuable consideration to it in hand paid by the City of Fort Worth, a Texas Municipal Corporation, hereinafter referred to as Grantee, has granted, sold and conveyed and by these presents does hereby grant, sell and convey unto said Grantee two (2) nonexclusive easement and right of ways for the purpose of constructing, reconstructing, replacing, maintaining and operating one sixteen inch (16") waterline and one twenty-four inch (24") sanitary sewer force main crossing hereinafter referred to as Grantee's Facility, in, over, under, across and along the property described and shown on the attached Exhibit "A", and Exhibit "B" SEE ATTACHED EXHIBITS There is also granted to Grantee, its successors or assigns, a nonexclusive easement to use only so muqh of Grantor's adjoining land during temporary periods, as may be necessary for the construction, maintenance, and repair of said Grantee's Facility as shown on Exhibit "C". Such use shall not interfere with Grantor's use of such property in the operation of its business and Grantee shall properly maintain such property during construction and at the conclusion of such construction remove all construction debris and other materials from such property and restore such property to the same condition it was in prior to the commencement of Grantee's construction thereon or in proximity thereto. Additional general construction limitations on easement are described and listed, but not limited to, in Exhibit "D", attached hereto and by reference made a part hereof. Use of draglines or other boom -type equipment in connection with any work to be performed on Grantor's property by the Grantee, its employees, agents, representatives or contractors must comply with Chapter 752, Texas Health and Safety Code, the National Electrical Safety Code and any other clearance requirements. Notwithstanding anything to the contrary herein, in no event shall any equipment be within fifteen (15) feet of the Oncor 138,000 volt or less power lines or within twenty (20) feet of the Oncor 345,000 volt power lines situated on the aforesaid property. Grantee must notify Fort Worth Transmission, (817-496-2736) at least 48 hours prior to the use of any boom -type equipment on Grantor's property except in an emergency. Grantor reserves the right to refuse Grantee permission to use boom -type equipment. Easement and Right of Way Page 1 of 13 D225050022 Page 2 of 13 Grantee shall locate its Facility within the easement so as not to interfere with any of Grantor's facilities. Grantee shall not place its facility within 25 feet of any pole or tower leg. In the event that Grantor, in its sole discretion, determines that Grantee's Facility interferes with Grantor's facilities located on or near the easement or such Grantor's facilities as may be relocated by Grantor in the future, Grantee shall, at its own cost and expense, relocate said Grantee's Facility to a location that does not interfere with Grantor's current or future facilities, provided that, if necessary, Grantor provides Grantee with an easement sufficient to allow for such relocation. This easement is granted upon the conditions that Grantee's Facility to be constructed shall be maintained and operated by Grantee at no expense to Grantor and Grantor shall not be responsible for any costs of construction, reconstruction, operation, maintenance or removal of Grantee's Facility. Grantee, to the extent allowable by Texas law, agrees to defend, indemnify and hold harmless Grantor, its officers, agents and employees, from and against any and all claims, demands, causes of action, loss, damage, liabilities, costs and expenses (including attorney's fees and court costs) of any and every kind or character, known or unknown, fixed or contingent, for personal injury (including death), property damage or other harm for which recovery of damages is sought or suffered by any person or persons that may arise out of, or be occasioned by, the negligence, misconduct or omission of Grantee, its officers, agents, associates, employees, contractors, subcontractors, subconsultants, or any other person entering onto the easement or may arise out of or be occasioned by Grantee's use of the easement, except that the indemnity provided for in this paragraph shall not apply to any liability resulting from the sole negligence of Grantor, its officers, agents, or employees or separate contractors, and in the event of joint and concurrent negligence of both Grantor and Grantee, responsibility and indemnity, if any, shall be apportioned comparatively in accordance with the laws of the State of Texas. Nothing contained herein shall ever be construed so as to require Grantee to assess, levy and collect any tax to fund its obligations under this paragraph. Article XI Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the interest on the debt and provides a sinking fund. Grantee has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. Grantee shall, at its own cost and expense comply with all applicable laws, including but not limited to existing zoning ordinances, governmental rules and regulations enacted or promulgated by any governmental authority and shall promptly execute and fulfill all orders and requirements imposed by such governmental authorities for the correction, prevention and abatement of nuisances in or upon or connected with said premises because of Grantee's use thereof. This easement, subject to all liens of record, shall continue only so long as Grantee shall use this right of way for the purpose herein described and the same shall immediately lapse and terminate upon cessation of such use. TO HAVE AND TO HOLD the above described easement and rights unto the Grantee, its successors and assigns, for the purposes aforesaid and upon the conditions herein stated until the same shall be abandoned for use by the Grantee for the purpose Easement and Right of Way Page 2 of 13 D225050022 Page 3 of 13 herein stated, then and thereupon this conveyance shall be null and void and the use of said land and premises shall absolutely revert to Grantor herein, its successors and assigns, and no act or omission on the part of them shall be construed as a waiver of the enforcement of such condition. AND Grantor does hereby bind itself, its successors and assigns, to WARRANT AND FOREVER DEFEND all and singular the above described easement and rights unto the Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof, by, through or under Grantor but not otherwise. EXECUTED as of this day of , 2025. C :_► 87;;1 ONCOR ELECTRIC DELIVERY COMPANY LLC By: Attorney -in -Fact STATE OF TEXAS § COUNTY OF TARRANT § BEFQBE ME, the undersigned authority, on this day personally appeared p n ar U , as the Attorney -In -Fact of Oncor Electric Delivery Company LLC, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed, in the capacity therein stated and he is authorized to do so. GIVEN UNDER MY HAND AND SEAL OF OFFICE this o2 day of March , A. D. 2025. Tracy Mitchell Mr Co7EExpires No%•ry l0 11862210 Notary Public i nd for the State of Texas Easement and Right of Way Page 3 of 13 D225050022 Page 4 of 13 Grantee: The City of Fort Worth Title Approved as to Form and Legality By: Name: Matthew Murray �.f /l.(QVactAe Title: Assistant City Attorney STATE OF TEXAS § COUNTY OF TARRANT § BEFOREIME, the undersigned au orit , th da onally appeared as the — c of City of F rt Worth, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, in the capacity therein stated and he/she is authorized to do so. GIfNDER MY HAND AND SEAL OF OFFICE this +J , A. D. 2025. - ^NICE L. HOLMES 'aClsl sdTezr t-9 ftlANICIE L. HOLMES .8t OTexasCounty 0 0134207414 FEB. 17.2027 After Recording, Return To: Oncor Electric Delivery Company LLC Right of Way Services Attn: Laura DeLaPaz 777 Main St, Suite 707 Ft. Worth, Texas 76102 i1'it 7 day of Easement and Right of Way Page 4 of 13 D225050022 Page 5 of 13 Exhibit "A" LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.0437 acre (1,904 square foot) tract of land situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" (Northing: 6970354.94, Easting: 2280093.36) in the southwest line of said Tract No. 2 and the northeast line of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.) THENCE North 39°09'06" West, along the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 25.39 feet to a point for comer; THENCE North 40°50'54" East, departing the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 76.16 feet to a point for comer in the northeast line of said Tract No. 2 and the southwest line of a tract of land described as Tract 1 in said Special Warranty Deed to FW 820, LLC; from which a 5/8" iron rod set with a cap stamped "KHA" in the said northeast line of Tract No. 2 bears North 39°09'06" East, a distance of 20.31 feet; THENCE South 39°09'06" East, along the said northeast line of Tract No. 2 and the said southwest line of Tract 1, a distance of 25.39 feet to a point for corner; THENCE South 40°50'54" West, departing the said northeast line of Tract No. 2 and the said Southwest line of Tract 1, a distance of 76.16 feet to the POINT OF BEGINNING and containing 1,904 square feet or 0.0437 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-hom.com SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, \SO e ABSTRACT No. 1540 �P-cE CITY OF FORT WORTH ------------------------ TARRANT COUNTY, TEXAS MICHAEL CLEO BILLINGSLEY 5\Q�PO�o KiMlgy>>> Horn0FFS Cherry T 4 X11 Worth, Texas801 76102 RM a 10194040 — o=ff — N/A MKK SCR 01/13/2025 I 061018452 I 1 Of 2 Easement and Right of Way Page 5 of 13 D225050022 Page 6 of 13 Exhibit "A" LEGEND P.O.B. = POINT OF BEGINNING IRSC = 518IRON ROD W/'KHA' CAP SET N39 NOTES SANITARY SEWER EASEMENT 0.0437 ACRES 1,904 SQ. FT. 25.39' TRACT 2 FW 820, LLC. (INST. NO. D222026020) P.O.B. IRSC N:6970354.94 E:2280093.36 \\ IRSC \ N39`09'06W 20.31' S39°09'06"E 25.39' NORTH 0 10 20 GRAPHIC SCALE IN FEET TRACT 1 FW 820, LLC. (INST. NO. D222026020) Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. �P�p13TfR MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL •••••--»�»•••- LAND SURVEYOR NO. 6558 MICHAEL CLEO BILL 801 CHERRY STREET, UNIT 11 SUITE 1300 ,< '9�OFSs 1v. FORT WORTH, TEXAS 76102 s PH. 817-335-6511 michael.billingsley@kimley-hom.com SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimle >>> Horn 601 Cherry sheet. Un,111. a 1300 T. No. (817) 335.6511 Fort Worth. Texas 76102 FIRM a 10194040 * J-4eyhom.com 20' MKK SCR 01/13/2025 061018452 2 OF 2 -NT. MASON 1/14/2025 10:50 AAA K:1FTW SURVEY\061018452-SILVER CREEK LS-FMGM OWG1061018452SILVER CREEK LS-FMGM_SE TESCO SSEDWG Easement and Right of Way Page 6 of 13 D225050022 Page 7 of 13 Exhibit "B" LEGAL DESCRIPTION WATER EASEMENT BEING a 0.0350 acre (1,523 square foot) tract of land situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the northeast line of said Tract No. 2 and the southwest line of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tan -ant County, Texas (O.P.T.C.T.); THENCE South 39°09'06" East, along the said northeast line of Tract No. 2 and the said southwest line of Tract 1, a distance of 20.31 feet to a point for comer; THENCE South 40°50'54" West, departing the said northeast line of Tract No. 2 and the said southwest line of Tract 1, a distance of 76.16 feet to a point for comer (Northing: 6970374.63, Easting 2280077.34) in the southwest line of said Tract No. 2 and the northeast line of a tract of land described as Tract 2 recorded in said Special Warranty Deed to FW 820, LLC; from which a 5/8" iron rod set with a cap stamped "KHA" in the said southwest line of Tract No. 2 bears South 39°09'06" West, a distance of 25.39 feet; THENCE North 39°09'06" West, along the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 20.31 feet to a point for comer; THENCE North 40°50'54" East, departing the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 76.16 feet to the POINT OF BEGINNING and containing 1,523 square feet or 0.0350 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. OF - MICHAEL CLEO BILLINGSLEY r7 REGISTERED PROFESSIONAL ••••»�»--»-»»»- LAND SURVEYOR NO. 6558 MICHAEL CLE0 BILL 801 CHERRY STREET, 4 6558 UNIT11 SUITE1300 9�QFSU42V FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-hom.com NT. MASON 1/142025 10:52 AM K1FTW SURVEYt061018452SILVER CREEK LS -FM - Easement and Right of Way WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimmle y *> Horn 601 Chevy Street. unit 11. • 1300 Ter. No. (817) 3356.511 Fo1 W,, Tern 76102 FIRM 8 10194040 w✓+.larNey-h°m.c°m Il0raDv Checked by Q Praect No. ShsiNQ. N/A MKK SCR 01113!2025 061018452 1 OF 2 ILVER CREEK LS-FM-GM_SE TESCO WE.DWG Page 7 of 13 D225050022 Page 8 of 13 Exhibit "B" LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8* IRON ROD W/ "KHACAP SET \ \ WATER EASEMENT F 0.0350 ACRES 1,523 SQ. FT. l PiO \\\\ I N39°09'06"W 20.31' N:6970374.63 E:2280077.34 TRACT 2 FW 820, LLC. (INST. NO. D222026020 NOTES S39°0906E 25.39' IRSC P.O.B. IRSC 20.31' NORTH 0 10 20 GRAPHIC SCALE IN FEET TRACT 1 FW 820, LLC. (INST. NO. D222026020) Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL I LAND SURVEYOR NO. 6558 O 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-hom.com : NT. MASON 1/14/2025 10:52 AM K-.1FTW SURVEV10610181 ight of WATER EASEMENT ROBERT W. TANNAHILL SURVEY, RF ABSTRACT No. 1540 + * C CITY OF FORT WORTH TARRANT COUNTY, TEXAS AEL CLE0 BILLINGSLEY ��.•�• 4 6558 �- 'IO V Kimle >>> Horn 801 C7rorty SU*el. UN1 11, f 1300 T.I. No. (817) 335-6511 S 1 4pv V Jums Fat Worth. Tex" 76102 FIRM 8 10194040 u�.+wriey-ho.cm° d InI I $leNo. 1' • 20 MKK SCR 011132025 061018452 2 OF 2 ER CREEK LS-FMGM6DWG1061018452SILVER CREEK LS-FM-GM_SE TESCO WE. DWG Page 8 of 13 D225050022 Page 9 of 13 Exhibit "C" LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.0175 acre (762 square foot) tract of land situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the northeast line of said Tract No. 2 and the southwest line of a tract of land described as Tract 1 in Special Warrant Deed to FW 820, LLC recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); THENCE South 40°50'54" West, departing the said northeast line of Tract No. 2 and the said southwest line of Tract 1, a distance of 76.16 feet to a point for comer (Northing: 6970390.38, Easting: 2280064.51) in the southwest line of said Tract No. 2 and the northeast line of a tract of land described as Tract 2 in said Special Warranty Deed to FW 820, LLC; from which a 5/8" iron rod set with a cap stamped "KHA" in the said southwest line of Tract No. 2 bears South 39°09'06" east, a distance of 22.29 feet; THENCE North 39°09'06" West, along the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 10.15 feet to a point for comer; THENCE North 40°50'54" East, departing the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 76.16 feet to a point for comer in the said northeast line of Tract No. 2 and the said southwest line of Tract 1; THENCE South 39°09'06" East, along the said northeast line of Tract No. 2 and the said southwest line of Tract 1, a distance of 10.15 feet to the POINT OF BEGINNING and containing 762 square feet or 0.0175 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets ni 1t the maters and hni inns of thin PasPmAnt trarts MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 C 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 P H . 817-335-6511 michael.billingsley@kimley-hom.com MICHAEL CLEO BILLINGSLEY .0 6558 ( 'Fgn%O TEMPORARY CONSTRUCTION EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimigy*Horn 801 Ctwry Street. UM 11.Tet. N. (817) 3358511 Fort Worth, Tens 76102 FIRM i 10194040 www.kWNey-lwm.can nawflb sanx P N°. Shes1 No. WA MKK SCR I 01/13/2025 I o61o16is I 1 OF 2 Easement and Right Page 9 of 13 D225050022 Page 10 of 13 Exhibit "C" LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET TEMPORARY CONSTRUCTION EASEMENT 0.0175 ACRES 762 SQ. FT. N39°09'06'W 10.15' N:6970390.38 E:2280064.51 TRACT 2 FW 820, LLC. (INST. NO. D222026020) NOTES S39.09'06"E 22.29' IRSC NORTH 0 10 20 GRAPHIC SCALE IN FEET S 39°09'06"E 10.15' P.O.B. IRSC TRACT 1 FW 820, LLC. (INST. NO. D222026020) \\\ sr, Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. TEMPORARY CONSTRUCTION EASEMENT ROBERT W. TANNAHILL SURVEY, �0FER ABSTRACT No. 1540 PEE MICHAEL CLEO BILLINGSLEY y �� F0 N CITY OF FORT WORTH REGISTERED PROFESSIONAL ••-•-•- •---•••• TARRANT COUNTY, TEXAS t\ LAND SURVEYOR NO. 6558 MICHAEL CLE0 BILLINGSLEY •• 801 CHERRY STREET, 558�•�f Kim1gy*Horn 11 SUITE 1300 �-PoF6o`'P�FORT WORTH, TEXAS 76102 /{/e s s 1801 a+UNIT •i,y sa.«. Una 11, T.I. No. (817) 335.6511 PH. 817-335-6511 S URv Fo wort. Tws 761O2 FIRM x 101940440 Wwv.Iame1«twm.wm michael.billingsley@kimley-hom.com 1' = 20' "�` MKK SCR 01/13/2025 061019452 2 OF 2 Easement and Right of Way Page 10 of 13 D225050022 Page 11 of 13 LIMITATIONS ON Oncor ELECTRIC DELIVERY COMPANY RIGHT OF WAY 1. You are notified, and should advise your employees, representatives, agents, and contractors, who enter the property that they will be working in the vicinity of high voltage electrical facilities and should take proper precautions, included but not limited to the following stipulations and in compliance, at all times, with Chapter 752, V.T.C.A., Health & Safety Code. 2. Blasting is not to be permitted on Oncor right-of-way or under Oncor lines. 3. Construction on electric transmission line easements acquired by Oncor after January 1, 2003 shall comply with the requirements of Public Utility Commission Substantive Rules §25.101, as amended from time to time. 4. No crossing less than 45 degrees to the centerline of the right-of-way. 5. Grading will be done in order to leave the right-of-way as near as possible to present condition. Spoil dirt will be removed from the right-of-way and no trash is to be left on right-of-way. Slopes shall be graded so that trucks can go down the right-of-way when required and such that the slopes can be mechanically maintained. 6. Equipment and materials will not be stored on the right-of-way during construction without written approval of the Supervisor of Regional Transmission. 7. Street or road crossings are to be based on drawings submitted. Any change in alignment or elevation will be resubmitted for approval. 8. No signs, lights or guard lights will be permitted on the right-of-way. 9. Power line safety equipment operations: hazard assessment and precautions inside the work zone area must be performed and in compliance with OSHA Standard §1926.1408 at all times. Equipment shall not be placed within fifteen (15) feet of the Oncor 138,000 volt or less power lines or within twenty (20) feet of the Oncor 345,000 volt power lines. Easement and Right of Way Page 11 of 13 D225050022 Page 12 of 13 10. Any pre -approved fencing will not exceed eight (8) feet in height, and if metal in nature, will be grounded, at ten (10) feet intervals, with an appropriate driven ground. Gates should be at least sixteen (16) feet in width to allow Oncor access to the right-of-way. 11. No dumpsters will be allowed on Oncor right-of-way or fee owned property. 12. Draglines will not be used under the line or on Oncor right-of-way. 13. The existing grade shall not be disturbed, excavated or filled within 25 feet of the nearest edge of any Oncor transmission structure (tower, pole, guy wire, etc...). 14. Right-of-way will be protected from washing and erosion by Oncor approved method before any permits are granted. No discharging of water will be allowed within any portion of the right of way. Drainage facilitation will not be allowed to discharge into/onto Oncor right-of-way. 15. No obstruction shall be installed on the right-of-way that would interfere with access to Oncor structures or prevent mechanical maintenance. 16. Before any work is done under Oncor lines or by Oncor structures notify the Region Transmission Department, 817-496-2736. 17. No hazardous materials will be stored on the right of way. 18. For purposes of this document, "Hazardous Materials" means and includes those substances, including, without limitation, asbestos -containing material containing more than one percent (1%) asbestos by weight, or the group of organic compounds known as polychlorinated biphenyls, flammable explosives, radioactive materials, chemicals known to cause cancer or reproductive toxicity and includes any items included in the definition of hazardous or toxic waste, materials or substances under any Hazardous Material Law. "Hazardous Material Laws" collectively means and includes any present and future local, state and federal law relating to the environment and environmental conditions including, without limitation, the Resource Conservation and Recovery Act of 1976 ("RCRA"), 42 U.S.C. §6901 et sec ., the Comprehensive Environmental Response, Compensation and Liability Act of 1980, ("CERCLA"), 42 U.S.C. §§9601-9657, as amended by the Superfund Amendments and Reauthorization Act of 1986 ("SARA"), the Hazardous Material Transportation Act, 49 U.S.C. Easement and Right of Way Page 12 of 13 D225050022 Page 13 of 13 §6901 et sec ., the Federal Water Pollution Control Act, 33 U.S.C. §1251, et sec ., the Clean Air Act, 42 U.S.C. §741 et sec ., the Clean Water Act, 33 U.S.C. §7401 et seg., the Toxic Substances Control Act, 15 U.S.C. §§2601-2629, the Safe Drinking Water Act, 42 U.S.C. §§300f -330j, and all the regulations, orders, and decrees now or hereafter promulgated thereunder. 19. Brush and cut timber is not to be piled or stacked on Oncor right-of-way nor is it allowed to be burned upon or in close proximity to the conductors or towers. 20. No structures or obstructions, such as buildings, garages, barns, sheds, swimming pools, playground equipment, guard houses, etc., will be permitted on the right-of-way. 21. Landscaping on Oncor right-of-way is permitted when Oncor approves landscaping plans in writing. No lighting or sprinkler systems are allowed on the right-of-way. 22. No park or park designation will be permitted on the right-of-way. 23. Gas Pipeline Protective Barrier; Grantee, at Grantee's sole expense, shall provide one of the following protective barriers; 1) a concrete protective barrier between the surface and the pipe that is a minimum of one (1) foot thick by one (1) foot wide, if pipe is wider than one (1) foot, then width of pipe, with the top of the concrete barrier to be at least one (1) foot below the surface or final grade, 2) construct the gas pipeline inside of a proper protective steel casing, 3) where electric facilities are located above ground, install the pipeline a minimum of ten (10) feet below the ground surface, or 4) where electric facilities are located below ground, install the pipeline at a depth that provides for a minimum of a ten (10) foot clearance between the pipeline and the underground electric facilities. 24. No fire hydrants or manholes will be permitted within the right-of-way. 25. Any drainage feature that allows water to pond, causes erosion, directs stormwater toward the right-of-way or limits access to or around Oncor's facilities is prohibited. Drainage facilitation will not be allowed to discharge into/onto Oncor right-of-way. 26. No boring pits or other type of pits will be permitted within the right-of-way. Easement and Right of Way Page 13 of 13 LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.0517 acre (2,252 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of the tract of land described in Warranty Deed to the Texas Electric Service Company recorded in Volume 2179, Page 198, Deed Records, Tarrant County, Texas (D.R.T.C.T.), and a portion of a tract of land described as TRACT NO. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282, D.R.T.C.T.; said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southeast line of the said Texas Electric Service Company tract and the northeast line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892, Official Plat Records, Tarrant County, Texas (O.P.R.T.C.T.); THENCE North 51°15'09" East, departing the said southeast line of the Texas Electric Company tract and the northeast line of said Tract II, a distance of 75.07 feet to a point for corner in the northeast line of said TRACT NO. 1 and the southwest line of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020, O.P.R.T.C.T; THENCE South 36°08'14" East, along the said northeast line of TRACT NO. 1, and the said southwest line of Tract 1, a distance of 30.03 feet to a 5/8" iron rod set with a cap stamped "KHA" in the said northeast line of TRACT NO. 1 and the said southeast line of Tract 1; THENCE South 51°15'09" West, departing the said northeast line of TRACT NO. 1, and the said southwest line of Tract 1, a distance of 75.07 feet to a point for corner in the southwest line of said TRACT NO. 1, and the northeast line of a tract of land described as Tract 2 in the said Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020, O.P.R.T.C.T.; THENCE North 36°08'14" West, along the said southwest line of TRACT NO. 1, a distance of 30.03 feet to the POINT OF BEGINNING and containing 2,252 square feet or 0.0517 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LEGEND P.O.B. = POINT OF BEGINNING NORTH \ IRSC = 5/8" IRON ROD W/ "KHA" CAP SET 0 15 30 GRAPHIC SCALE IN FEET \ \ 0 � S36°08'14"E AL 30.03' TRACT 1 FW 820, LLC. I �� (INST. NO. D222026020) I \ IRSC P.O.B. IRSC N36°08'14"W 5� \ 30.03' \ SANITARTY TRACT II THRID PEAK, LP I SEWER EASEMENT (INST. NO. D208170892) I 0.0517 ACRES 2,252 SQ. FT. TRACT2 TRACT NO. 1 - TEXAS ELECTRIC FW 820, LLC. SERVICE COMPANY (INST. NO. D222026020) (VOL. 2166, PG. 282) NOTES I Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. SANITARY SEWER EASEMENT TF JACOB WILCOX #2 SURVEY, ,��•_oF-• RFo ABSTRACT No. 1725 MICHAEL CLEO BILLINGSLEY � =;N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••-•-----•••-------••••- TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY 801 CHERRY STREET, •'•••' ••-•-••-•••••••-••-•••••••• UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 •9ti .: ES S °.yO PH. 817-335-6511 S URv michael.billingsley@kimley-horn.com LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.0345 acre (1,501 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract No. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner in the southwest line of said Tract No. 1 and the northeast line of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), from which a 5/8" iron rod set with a cap stamped "KHA" in the southeast line of a tract of land described in Warranty Deed to Texas Electric Service Company recorded in Volume 2179, Page 198 of the D.R.T.C.T. bears North 36°08'14" West, a distance of 30.03 feet; THENCE North 51°15'09" East, departing the said southwest line of Tract No. 1 and the said northeast line of Tract 2, a distance of 75.07 feet to a 5/8" iron rod set with a cap stamped "KHA" in the northeast line of said Tract No. 1 and the southwest line of a tract of land described as Tract 1 in said Special Warranty Deed to FW 820, LLC; THENCE South 36°08'14" East, along the said northeast line of Tract No. 1 and the said southwest line of Tract 1, a distance of 20.02 feet to a point for corner; THENCE South 51°15'09" West, departing the said northeast line of Tract No. 1 and the said southwest line of Tract 1, a distance of 75.07 feet to a point for corner in the said southwest line of Tract No. 1 and the said northeast line of Tract 2; THENCE North 36°08'14" West, along the said southwest line of Tract No. 1 and the said northeast line of Tract 2, a distance of 20.02 feet to the POINT OF BEGINNING and containing 1,501 square feet or 0.0345 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com ............................... MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS \ TEMPORARY \ TRACT 1 j� � CONSTRUCTION . NO.W 0, LLC. \ (INST. D222026020) J EASEMENT 0.0345 ACRES I 1,501 SQ. FT. IRSC \ I N36°08'14'W 30.03' 1 S36°08'14"E RS, 20.02' P.O.B. boo TRACT II THRID PEAK, LP .� \ (INST. NO. D208170892) p� N36°08' 14W 20.02' TRACT NO. 1 - TEXAS ELECTRIC SERVICE COMPANY (VOL. 2166, PG. 282) TRACT 2 FW 820, LLC. (INST. NO. D222026020) LEGEND \ NORTH P.O.B. = POINT OF BEGINNING IRSC=5/8" 5/8" IRON ROD W/ "KHA" CAP SET 0 15 30 NOTES GRAPHIC SCALE IN FEET Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY 6558 TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Fidelity National Title Agency, Inc. 2006 W Campbell Rd, Suite 200 Garland, TX 75044 Phone (972)401-7800 * Fax (972)401-7897 CITY OF FORT WORTH, TEXAS 100 Fort Worth Trail Fort Worth, TX 76102 Dear CITY OF FORT WORTH, TEXAS: Date: April 23, 2026 GF#: FTDAL-14-9000142500644 Property Address: PARCEL 3: North SSE, TCE; Northeast WE; Northwest SSE, TCE: West SSE; East WE, SSE, TCE Fort Worth, TX 76108 In connection with the transaction we recently completed for you, please find enclosed the following documents: Owner's Policy of Title Insurance Recorded Documents, if applicable It is your responsibility as purchasers to contact the taxing authorities to change the tax rolls so that this property is assessed in your name. We appreciate your business and we trust that this transaction was handled in a satisfactory manner. We look forward to serving you again in the future. Fidelity National Title Agency, Inc. OWNER'S POLICY COVER SHEET TXFNFESC_Letter(OwnerPolicyCoverSheet) (11-07) 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. Fidelity National Title Insurance Company To get information or file a complaint with your insurance company or HMO: Call: Intake Supervisor at 402-498-7000 Toll -free: 888-453-4095 Online: www.fntic.com Email: claimsinquiries@fnf.com Mail: 2533 North 117th Avenue Omaha, NE 68164 The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question: 1-800-252-3439 File a complaint: www.tdi.texas.gov Email: ConsumerProtection@tdi.texas.gov Mail: Consumer Protection, MC: CO -CF Texas Department of Insurance P.O. Box 12030 Austin, TX 78711-2030 JIENE UNA QUEJA O NECESITA AYUDA? Si tiene un problema con una reclamacion o con su prima de seguro, Ilame primero a su compania de seguros o HMO. Si no puede resolver el problema, es posible que el Departmento de Seguros de Texas (Texas Department of Insurance, por su nombre en ingles) pueda ayudar. Aun si usted presenta una queja ante el Departmento de Seguros de Texas, tambien debe presentar una queja a traves del proceso de quejas o de apelaciones de su compania de seguros o HMO. Si no lo hace, podria perder su derecho para apelar. Fidelity National Title Insurance Company Para obtener informacion o para presentar una queja ante su compania de seguros o HMO: Llame a: Intake Supervisor al 402-498-7000 Telefono gratuito: 888-453-4095 En linea: www.fntic.com Correo electronico: claimsinquiries@fnf.com Direccion postal: 2533 North 117th Avenue Omaha, NE 68164 El Departmento de Seguros de Texas Para obtener ayuda con una pregunta relacionada con los seguros o para presentar una queja ante el estado: Llame con sus preguntas al: 1-800-252-3439 Presente una queja en: www.tdi.texas.gov Correo electronico: ConsumerProtection@tdi.texas.gov Direccion postal: Consumer Protection, MC: CO -CF Texas Department of Insurance P.O. Box 12030 Austin, TX 78711-2030 Notice of Toll -Free Telephone Numbers and Information and Complaint Procedures Texas Form (07/01/23) OWNER'S POLICY OF TITLE INSURANCE (T-1) Issued By: Policy Number: c,"Fidelity National Title Insurance 9000142500644-O Company Any notice of claim and any other notice or statement in writing required to be given the Company under this Policy must be given to the Company at the address shown in Section 18 of the Conditions. COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS, FIDELITY NATIONAL TITLE INSURANCE COMPANY, a Florida corporation (the "Company") insures, as of Date of Policy and, to the extent stated in Covered Risks 9 and 10, after Date of Policy, against loss or damage, not exceeding the Amount of Insurance, sustained or incurred by the Insured by reason of: 1. Title being vested other than as stated in Schedule A. 2. Any defect in or lien or encumbrance on the Title. This Covered Risk includes but is not limited to insurance against loss from: (a) A defect in the Title caused by: (i) forgery, fraud, undue influence, duress, incompetency, incapacity or impersonation; (ii) failure of any person or Entity to have authorized a transfer or conveyance; (iii) a document affecting Title not properly created, executed, witnessed, sealed, acknowledged, notarized or delivered; (iv) failure to perform those acts necessary to create a document by electronic means authorized by law; (v) a document executed under a falsified, expired or otherwise invalid power of attorney; (vi) a document not properly filed, recorded or indexed in the Public Records including failure to perform those acts by electronic means authorized by law; or (vii) a defective judicial or administrative proceeding. (b) The lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable, but unpaid. (c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the Land of existing improvements located on adjoining land. [This coverage is deleted by Schedule B. Exceptions From Coverage. Paragraph 2, unless a survey of the Land acceptable to Company is timely provided and the applicable premium is paid to amend the exception to "shortages in area."] (d) Any statutory or constitutional mechanic's, contractor's, or materialman's lien for labor or materials having its inception on or before Date of Policy. 3. Lack of good and indefeasible Title. 4. No right of access to and from the Land. 5. The violation or enforcement of any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting or relating to: (a) the occupancy, use or enjoyment of the Land; (b) the character, dimensions or location of any improvement erected on the Land; (c) subdivision of land; or (d) environmental protection if a notice, describing any part of the Land, is recorded in the Public Records setting forth the violation or intention to enforce, but only to the extent of the violation or enforcement referred to in that notice. 6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 5 if a notice of the enforcement action, describing any part of the Land, is recorded in the Public Records, but only to the extent of the enforcement referred to in that notice. FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O (continued) 7. The exercise of the rights of eminent domain if a notice of the exercise, describing any part of the Land, is recorded in the Public Records. 8. Any taking by a governmental body that has occurred and is binding on the rights of a purchaser for value without Knowledge. 9. Title being vested other than as stated in Schedule A or being defective: (a) as a result of the avoidance in whole or in part, or from a court order providing an alternative remedy, of a transfer of all or any part of the title to or any interest in the Land occurring prior to the transaction vesting Title as shown in Schedule A because that prior transfer constituted a fraudulent or preferential transfer under federal bankruptcy, state insolvency or similar creditors' rights laws; or (b) because the instrument of transfer vesting Title as shown in Schedule A constitutes a preferential transfer under federal bankruptcy, state insolvency or similar creditors' rights laws by reason of the failure of its recording in the Public Records: (i) to be timely, or (ii) to impart notice of its existence to a purchaser for value or a judgment or lien creditor. 10. Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The Company will also pay the costs, attorneys' fees and expenses incurred in defense of any matter insured against by this Policy, but only to the extent provided in the Conditions. Issued By: Fidelity National Title Agency, Inc. Lori Dennis Fidelity National Title Insurance Company By: Attest: WA' Michael J. Nolan, President Marjorie Nemzura, Secretary FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O (continued) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting or relating to: (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions or location of any improvement erected on the Land; (iii) subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim by reason of the operation of federal bankruptcy, state insolvency or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is: (a) a fraudulent conveyance or fraudulent transfer; or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. 6. The refusal of any person to purchase, lease or lend money on the estate or interest covered hereby in the land described in Schedule A because of Unmarketable Title. FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O OWNER'S POLICY OF TITLE INSURANCE (T-1) SCHEDULE A Name and Address of Title Insurance Company: Fidelity National Title Insurance Company P.O. Box 45023 Jacksonville, FL 32232-5023 GF No.: FTDAL-14-9000142500644 Policy No.: 9000142500644-O Address for Reference only: PARCEL 3: North SSE, TCE; Northeast WE; Northwest SSE, SSE, TCE, Fort Worth, TX 76108 Amount of Insurance: $87,390.00 Premium: $703.00 Date of Policy: April 17, 2026 at 09:21 AM 1. Name of Insured: CITY OF FORT WORTH, a Texas home rule municipal corporation 2. The estate or interest in the Land that is insured by this policy is: TCE: West SSE; East WE, Easement Estate created by that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071936, Real Property Records, Tarrant County, Texas, as to Parcel 1, Tract 1 and Tract 2 Easement Estate created by that one certain Water Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071942, Real Property Records, Tarrant County, Texas, as to Parcel 2, Tract 1 and Tract 2 Easement Estate created by that one certain Temporary Construction Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071943, Real Property Records, Tarrant County, Texas, as to Parcel 3, Tract 1 and Tract 2 Easement Estate created by that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071937, Real Property Records, Tarrant County, Texas, as to Parcel 4 Easement Estate created by that one certain Water Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071940, Real Property Records, Tarrant County, Texas, as to Parcel 5, Tract 1 and Tract 2 Easement Estate created by that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071938, Real Property Records, Tarrant County, Texas, as to Parcel 6 Easement Estate created by that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071939, Real Property Records, Tarrant County, Texas, as to Parcel 7 Easement Estate created by that one certain Temporary Construction Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071944, Real Property Records, Tarrant County, Texas, as to Parcel 8 Easement Estate created by that one certain Temporary Construction Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071945, Real Property Records, Tarrant County, Texas, as to Parcel 9 3. Title is insured as vested in: FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE POLICY NO.: 9000142500644-O COMPANY SCHEDULE A (continued) CITY OF FORT WORTH, a Texas home rule municipal corporation 4. The land referred to in this policy is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF END OF SCHEDULE A FORM T-1: Owner's Policy of Title Insurance (11/01/24)---SPS-2739843-1-26-9000142500644 POLICY NO.: 9000142500644-O EXHIBIT "A" Legal Description Parcel 1 (EASEMENT ESTATE): Easement Estate created by that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071936, Real Property Records, Tarrant County, Texas, said property being more particularly described as follows: SANITARY SEWER EASEMENTS BEING a 0.0365 acre (1,588 square foot) tract of land (Tract 1) and a 0.9134 acre (39,787 square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being portions of tracts of land described as Tract 1 and Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas; said tracts being more particularly described as follows: TRACT 1: BEGINNING at a point for corner in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.) from which a 5/8" iron rod set with a cap stamped "KHA" in the said southwest line of Tract 1 and the said northeast line of Tr Tract No. 2 bears North 39°09'06" West, a distance of 20.31 feet; THENCE North 40°50'54" East, departing the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 75.88 feet to a point for corner; THENCE South 00°10'35" West, a distance of 38.36 feet to a point for corner; THENCE South 40°50'54" West, a distance of 51.20 feet to a point for corner in the said southwest line of Tract 1 and the said northeast line of Tract No. 2, from which a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract No. 2 and the northeast line of said Tract 2, bears South 40°50'54" West, a distance of 76.16 feet; THENCE North 39°09'06" West, along the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 25.39 feet to the POINT OF BEGINNING and containing 1,588 square feet or 0.0365 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. TRACT 2: BEGINNING at a point for corner in the northeast line of said Tract 2 and the southwest line of said Tract No. 2, from which a 5/8" iron rod set with a cap stamped "KHA" in the northeast line of said Tract No. 2 and the southwest line of said Tract 1, bears North 60°03'31" East, a distance of 75.98 feet; THENCE South 39°09'06" East, along the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 156.35 feet to a point for corner; THENCE South 00°10'35" West, departing the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 1,446.26 feet to a point for corner in the south line of said Tract 2 and the north right-of-way line of Verna Trail North (a 60 foot right-of-way); THENCE North 89°58'05" West, along said south line of Tract 2 and said north right-of-way line of Verna Trail North, a FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 POLICY NO.: 9000142500644-O EXHIBIT "A" Legal Description distance of 25.00 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped "KHA" in said south line of Tract 2 and said north right-of-way line of Verna Trail North, bears North 89°58'05" West, a distance of 20.00 feet; THENCE North 00°10'35" East, departing said south line of Tract 2 and said north right-of-way line of Verna Trail North, a distance of 1,437.38 feet to a point for corner; THENCE North 39°09'06" West, a distance of 143.01 feet to a point for corner; THENCE North 40°5054" East, a distance of 25.39 feet to the POINT OF BEGINNING and containing 39,787 square feet or 0.9134 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. Parcel 2 (EASEMENT ESTATE): Easement Estate created by that one certain Water Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071942, Real Property Records, Tarrant County, Texas, said property being more particularly described as follows: WATER EASEMENT BEING a 0.0394 acre (1,715 square foot) tract of land (Tract 1) and a 0.7425 acre (32,344 square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being portions of tracts of land described as Tract 1 and Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas; said tracts being more particularly described as follows: TRACT 1: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 40°50'54" East, departing the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 95.63 feet to a point for corner (Northing 6970520.33, Easting: 2280176.87); THENCE South 00°10'35" West, a distance of 30.69 feet to a point for corner; THENCE South 40°50'54" West, a distance of 75.88 feet to a point for corner in the said southwest line of Tract 1 and the said northeast line of Tract No. 2; from which a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract No.2 and the northeast line of said Tract 2 bears South 23°36'31" West, a distance of 84.35 feet; THENCE North 39°09'06" West, along the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 20.31 feet to the POINT OF BEGINNING and containing 1,715 square feet or 0.0394 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. TRACT 2: BEGINNING at a point for corner in the said northeast line of Tract 2 and the said southwest line of Tract No. 2 from which an iron rod set with a cap stamped "KHA" in the said northeast line of Tract 2 and the southwest line of Tract No. 2 bears FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 POLICY NO.: 9000142500644-O EXHIBIT "A" Legal Description South 39°09'06" East, a distance of 25.39 feet; THENCE South 40°5054" West, departing the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 25.39 feet to a point for corner; THENCE South 39°09'06" East, a distance of 143.01 feet to a point for corner; THENCE South 00°10'35" West, a distance of 1,437.38 feet to a point for corner in the south line of said Tract 2 and the north right-of-way line of Verna Trail North (a 60 foot right-of-way); THENCE North 89°58'05" West, along said south line of Tract 2 and said north right-of-way line of Verna Trail North, a distance of 20.00 feet to a 5/8" iron rod set with a cap stamped "KHA" in the said south line of Tract 2 and said north right-of-way line of Verna Trail North; THENCE North 00°10'35" East, departing the said south line of Tract 2 and the said north right-of-way line of Verna Trail North, a distance of 1,430.29 feet to a point for corner; THENCE North 39°09'06" West, a distance of 152.64 feet to a point for corner; THENCE North 40°50'54" East, a distance of 45.69 feet to a point for corner in the said northeast line of Tract 2 and the said southwest line of Tract No. 2; THENCE South 39°09'06" East, along said northeast line of Tract 2 and said southwest line of Tract No. 2, a distance of 20.31 feet to the POINT OF BEGINNING and containing 32,344 square feet or 0.7425 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. Parcel 3 (EASEMENT ESTATE): Easement Estate created by that one certain Temporary Construction Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071943, Real Property Records, Tarrant County, Texas, said property being more particularly described as follows: TEMPORARY CONSTRUCTION EASEMENTS BEING a 0.0231 acre (1,006 square foot) tract of land (Tract 1) and a 0.3752 acre (16,343 square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being a portion of tracts of land described as Tract 1 and Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas; said tracts being more particularly described as follows: TRACT 1: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 39°09'06" West, along the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a distance of 10.15 feet to a point for corner from which a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract No. 2 and the northeast line of said Tract 2 bears South 08°12'14" West, a distance of 101.96 feet; THENCE North 40°50'54" East, departing the said southwest line of Tract 1 and the said northeast line of Tract No. 2, a FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 POLICY NO.: 9000142500644-O EXHIBIT "A" Legal Description distance of 105.50 feet to a point for corner; THENCE South 00°10'35" West, a distance of 15.34 feet to a point for corner (Northing: 6970520.33, Easting: 2280176.87); THENCE South 40°50'54" West, a distance of 95.63 feet to the POINT OF BEGINNING and containing 1,006 square feet or 0.0231 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. TEMPORARY CONSTRUCTION EASEMENTS TRACT 2: BEGINNING at a point for corner in the northeast line of said Tract 2 and the southwest line of said Tract No. 2, from which a 5/8" iron rod set with a cap stamped "KHA" in the said northwest line of Tract 2 and the said southwest line of Tract No. 2 bears South 39°09'06" East, a distance of 45.69 feet; THENCE South 40°50'54" West, departing the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 45.69 feet to a point for corner; THENCE South 39°09'06" East, a distance of 152.64 feet to a point for corner; THENCE South 00°10'35" West, a distance of 1,430.29 feet to a 5/8" iron rod set with a cap stamped "KHA" in the south line of said Tract 2 and the north right-of-way line of Verna Trail North (a 60 foot wide right-of-way); THENCE North 89°58'05" West, along the said south line of Tract 2 and the said north right-of-way line of Verna Trail North, a distance of 10.00 feet to a point for corner; THENCE North 00°10'35" East, departing the said south line of Tract 2 and the said north right-of-way line of Verna Trail North, a distance of 1,426.74 feet to a point for corner; THENCE North 39°09'06" West, a distance of 157.46 feet to a point for corner; THENCE North 40°50'54" East, a distance of 55.85 feet to a point for corner in the said northeast line of Tract 2 and the said southwest line of Tract No. 2; THENCE South 39°09'06" East, along the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 10.15 feet to the POINT OF BEGINNING and containing 16,343 square feet or 0.3752 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. Parcel 4 (EASEMENT ESTATE): Easement Estate created by that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071937, Real Property Records, Tarrant County, Texas, said property being more particularly described as follows: SANITARY SEWER EASEMENT BEING a 0.4740 acre (20,648 square foot) tract of land situated in the Jacob Wilxox #2 Survey, Abstract No. 1725, City of FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 POLICY NO.: 9000142500644-O EXHIBIT "A" Legal Description Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 36°08'14" West, along the said southwest line of Tract 1 and the northeast line of Tract No. 1, a distance of 30.03 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of a tract of land described in Warranty Deed to Texas Electric Service Company recorded in Volume 2179, Page 198, D.R.T.C.T., and the northeast line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892, O.P.R.T.C.T., bears South 51°15'09" West, a distance of 75.07 feet; THENCE North 51°15'09" East, departing the said southwest line of Tract 1 and the said northeast line of Tract No. 1, a distance of 40.34 feet to a point for corner in the north line of said Tract 1 and the south line of a tract of land described as Tract III in said Special Warranty Deed to Third Peak, LP; THENCE North 77°33'46" East, along the said north line of Tract 1 and the said south line of Tract III, a distance of 474.18 feet to a point for corner; THENCE South 63°46'57" East, departing the said north line of Tract 1 and the said south line of Tract III, a distance of 169.42 feet to a point for corner; THENCE South 28°29'29" East, a distance of 51.93 feet to a 5/8" iron rod set with a cap stamped "KHA"; THENCE North 63°46'57" West, a distance of 201.28 feet to a point for corner; THENCE South 77°33'46" West, a distance of 456.64 feet to a point for corner; THENCE South 51°15'09" West, a distance of 34.69 feet to the POINT OF BEGINNING and containing 20,648 square feet or 0.4740 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. Parcel 5 (EASEMENT ESTATE): Easement Estate created by that one certain Water Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071940, Real Property Records, Tarrant County, Texas, said property being more particularly described as follows: WATER EASEMENT BEING a 0.0002 acre (8 square foot) tract of land (Tract 1) and a 0.0010 acre (45 square foot) tract of land (Tract 2) situated in the Jacob Wilcox #2 Survey, Abstract No. 1725 and the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: TRACT 1: BEGINNING at a point for corner in the northeast line of said Tract 1 (Northing: 6972039.51, Easting: 2279531.07); FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 POLICY NO.: 9000142500644-O EXHIBIT "A" Legal Description THENCE South 73°36'27" East, along the said northeast line of Tract 1, a distance of 5.34 feet to a 5/8" iron rod set with a cap stamped "KHA" for corner; THENCE South 59°36'27" East, continuing along the said northeast line of Tract 1, a distance of 12.16 feet to a 5/8" iron rod set with a cap stamped "KHA" for corner; THENCE North 63°52'10" West, departing the said northeast line of Tract 1, a distance of 17.39 feet to the POINT OF BEGINNING and containing 8 square feet or 0.0002 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. TRACT 2: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the said northeast line of Tract 1 (Northing: 6971686.99, Easting: 2280201.92); THENCE South 64°06'27" East, along the said northeast line of Tract 1, a distance of 7.29 feet to a point on the most southerly northeast corner of said Tract 1; THENCE South 00°01'30" East, along the east line of said Tract 1, a distance of 13.62 feet to a 5/8" iron rod set with a cap stamped "KHA" for corner; THENCE North 21°2015" West, departing the said east line of Tract 1, a distance of 18.04 feet to the POINT OF BEGINNING and containing 45 square feet or 0.0010 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. Parcel 6 (EASEMENT ESTATE): Easement Estate created by that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071938, Real Property Records, Tarrant County, Texas, said property being more particularly described as follows: SANITARY SEWER EASEMENT BEING a 0.0062 acre (269 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner being the north corner of said Tract 2 and the most westerly northwest corner of a tract of land described as TRACT NO. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); from which a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of a tract of land described in Warranty Deed to Texas Electric Service Company recorded in Volume 2179, Page 198, D.R.T.C.T., bears North 36°08'14" West, a distance of 3.25 feet; THENCE South 36°08'14" East, along the northeast line of said Tract 2 and the southwest line of said TRACT NO. 1, a distance of 26.78 feet to a point for corner; THENCE South 51°15'09" West, departing the said northeast line of Tract 2 and the said southwest line of TRACT NO. 1, a distance of 16.76 feet to a point for corner; FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 POLICY NO.: 9000142500644-O EXHIBIT "A" Legal Description THENCE South 77°39'09" West, a distance of 2.81 feet to a point for corner in the west line of said Tract 2 and the east line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP recorded in Instrument Number D208170892, O.P.R.T.C.T., from which a 5/8" iron rod set with a cap stamped "KHA" in the north line of said Tract II bears North 42°44'19" West, a distance of 364.28 feet; THENCE North 00°0220" East, along the said east line of Tract II and the said west line of Tract 2, a distance of 32.72 feet to the POINT OF BEGINNING and containing 269 square feet or 0.0062 acres of land, more or less NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. Parcel 7 (EASEMENT ESTATE): Easement Estate created by that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071939, Real Property Records, Tarrant County, Texas, said property being more particularly described as follows: SANITARY SEWER EASEMENT BEING a 0.0241 acre (1,048 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant, County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the most southerly northwest corner of said Tract 2 and the interior east ell corner of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP recorded in Instrument Number D208170892 of the O.P.R.T.C.T. THENCE North 89°55'51" East, along the most southerly northwest north line of said Tract 2 and the east line of said Tract II, a distance of 35.66 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped "KHA" in the north line of said Tract II bears North 05°43'36" East, a distance of 1,356.81 feet; THENCE South 31°10'58" West, departing the said most southerly northwest north line of Tract 2 and the said east line of Tract II, a distance of 68.73 feet to a point for corner in the most southerly east line of said Tract II and the most southerly west line of said Tract 2; THENCE North 00°04'27" West, along the said most southerly east line of Tract II and the said most southerly west line of Tract 2, a distance of 58.76 feet to the POINT OF BEGINNING and containing 1,048 square feet or 0.0241 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. Parcel 8 (EASEMENT ESTATE): Easement Estate created by that one certain Temporary Construction Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071944, Real Property Records, Tarrant County, Texas, said property being more particularly described as follows: TEMPORARY CONSTRUCTION EASEMENT BEING a 0.3193 acre (13,910 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 POLICY NO.: 9000142500644-O EXHIBIT "A" Legal Description County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 51°15'09" East, departing the said southwest line of Tract 1 and the said northeast line of Tract No. 1, a distance of 34.69 feet to a point for corner; THENCE North 77°33'46" East, a distance of 456.64 feet to a point for corner; THENCE South 63°46'57" East, a distance of 201.28 feet to a 5/8" iron rod set with a cap stamped "KHA"; THENCE South 28°29'29" East, a distance of 34.62 feet to a point for corner; THENCE North 63°46'57" West, a distance of 222.52 feet to a point for corner; THENCE South 77°33'46" West, a distance of 444.95 feet to a point for corner; THENCE South 51°15'09" West, a distance of 30.93 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped 'KHA" in the southwest line of a tract of land described in Warranty Deed to Texas Electric Service Company recorded in Volume 2179, Page 19, D.R.T.C.T. and the northeast line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892, O.P.R.T.C.T., bears South 85°44'11" West, a distance of 88.31 feet; THENCE North 36°08'14" West, along said southwest line of Tract 1 and said northeast line of Tract No. 1, a distance of 20.02 feet to the POINT OF BEGINNING and containing 13,910 square feet or 0.3193 acres of land, more or less NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. Parcel 9 (EASEMENT ESTATE): Easement Estate created by that one certain Temporary Construction Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071945, Real Property Records, Tarrant County, Texas, said property being more particularly described as follows: TEMPORARY CONSTRUCTION EASEMENT BEING a 0.0119 acre (520 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instruments Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T); said tract being more particularly described as follows: BEGINNING at a point for corner in the west line of said Tract 2 and the east line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892, O.P.R.T.C.T., from which a 5/8" iron rod set with a cap stamped "KHA" in the north line of said Tract II bears North 40°38'20" West, a distance of 379.56 feet; THENCE North 00°02'20" East, along the said west line of Tract 2 and the said east line of Tract II, a distance of 20.48 feet to a point for corner; THENCE North 77°39'09" East, departing the said west line of Tract 2 and the said east line of Tract II, a distance of 2.81 feet to a point for corner; FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 POLICY NO.: 9000142500644-O EXHIBIT "A" Legal Description THENCE North 51°15'09" East, a distance of 16.76 feet to a point for corner in the northeast line of said Tract 2 and the southwest line of a tract of land described as TRACT NO. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282, D.R.T.C.T., from which a 5/8" iron rod set with a cap stamped "KHA" in the said northeast line of Tract II and the southwest line of a tract of land described in Warranty Deed to Texas Electric Service Company recorded in Volume 2179, Page 198, D.R.T.C.T., bears North 36°08'14" West, a distance of 30.03 feet; THENCE South 36°08'14" East, along the said northeast line of Tract 2 and the said southwest line of TRACT NO. 1, a distance of 20.02 feet to a point for corner; THENCE South 51°15'09" West, departing the said northeast line of Tract 2 and the said southwest line of TRACT NO. 1, a distance of 20.54 feet to a point for corner; THENCE South 77°39'09" West, a distance of 11.89 feet to the POINT OF BEGINNING and containing 520 square feet or 0.0119 acres of land, more or less. NOTE: COMPANY DOES NOT REPRESENT THAT THE ABOVE ACREAGE AND/OR SQUARE FOOTAGE CALCULATIONS ARE CORRECT. FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O SCHEDULE B EXCEPTIONS FROM COVERAGE Policy No.: 9000142500644-O GF No.: FTDAL-14-9000142500644 This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of the terms and conditions of the leases and easements, if any, shown in Schedule A, and the following matters: The following restrictive covenants of record itemized below (The Company must either insert specific recording data or delete this exception): Item 1, Schedule B is hereby deleted. 2. Any discrepancies, conflicts, or shortages in area or boundary lines, or any encroachments or protrusions, or any overlapping of improvements. Covered Risk 2 (c ) is hereby deleted. Homestead or community property or survivorship rights, if any, of any spouse of any Insured. 4. Any title or rights asserted by anyone, including, but not limited to, persons, the public, corporations, governments or other entities, a. to tidelands, or lands comprising the shores or beds of navigable or perennial rivers and streams, lakes, bays, gulfs or oceans, or b. to lands beyond the line of the harbor or bulkhead lines as established or changed by any government, or to filled -in lands, or artificial islands, or to statutory water rights, including riparian rights, or e. to the area extending from the line of mean low tide to the line of vegetation, or the rights of access to that area or easement along and across that area. All standby fees, taxes and assessments by any taking authority, current and delinquent. The following matters and all terms of the documents creating or offering evidence of the matters (The Company must insert matters or delete this exception): a. All leases, grants, exceptions or reservations of coal, lignite, oil, gas and other minerals, together with all rights, privileges, and immunities relating thereto, appearing in the Public Records whether listed in Schedule B or not. There may be leases, grants, exceptions or reservations of mineral interest that are not listed. b. All leases, grants, exceptions or reservations of the geothermal energy and associated resources below the surface of the Land, together with all rights, privileges, and immunities relating thereto, appearing in the Public Records whether listed in Schedule B or not. There may be leases, grants, exceptions or reservations of the geothermal energy and associated resources below the surface of the Land that are not listed. Easement(s) and rights incidental thereto, as granted in a document: Granted to: Texas Power & Light Company Purpose: As provided in said document Recording Date: September 22, 1939 FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O d e. f 9 7 l SCHEDULE B EXCEPTIONS FROM COVERAGE (continued) Recording No: Volume 1296, Page 412, Real Property Records, Tarrant County, Texas Easement(s) and rights incidental thereto, as granted in a document: Granted to: Texas Power & Light Company Purpose: As provided in said document Recording Date: April 29, 1942 Recording No: Volume 1460, Page 276, Real Property Records, Tarrant County, Texas Easement(s) and rights incidental thereto, as granted in a document: Granted to: Tarrant County Purpose: As provided in said document Recording Date: April 24, 1941 Recording No: Volume 1469, Page 373, Real Property Records, Tarrant County, Texas Easement(s) and rights incidental thereto, as granted in a document: Granted to: Tarrant County Purpose: As provided in said document Recording Date: April 24, 1941 Recording No: Volume 1469, Page 376, Real Property Records, Tarrant County, Texas Easement(s) and rights incidental thereto, as granted in a document: Granted to: Crosstex North Texas Gathering, L.P. Purpose: As provided in said document Recording Date: November 16, 2006 Recording No: under Clerk's File No. D206361910, Real Property Records, Tarrant County, Texas Easement(s) and rights incidental thereto, as granted in a document: Granted to: Crosstex North Texas Gathering, L.P. Purpose: As provided in said document Recording Date: November 16, 2006 Recording No: under Clerk's File No. D20636191 1, Real Property Records, Tarrant County, Texas Easement(s) and rights incidental thereto, as granted in a document: Granted to: Crosstex North Texas Gathering, L.P. Purpose: As provided in said document Recording Date: June 15, 2010 Recording No: under Clerk's File No. D210143406, Real Property Records, Tarrant County, Texas Easement(s) and rights incidental thereto, as granted in a document: Granted to: Range Production I, L.P. Purpose: As provided in said document Recording Date: November 3, 2010 Recording No: under Clerk's File No. D210272881, Real Property Records, Tarrant County, Texas Easement(s) and rights incidental thereto, as granted in a document: Granted to: City of Fort Worth FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O SCHEDULE B EXCEPTIONS FROM COVERAGE (continued) Purpose: As provided in said document Recording Date: August 16, 2019 Recording No: under Clerk's File No. D219184078, Real Property Records, Tarrant County, Texas I. Easement(s) and rights incidental thereto, as granted in a document: Granted to: City of Fort Worth Purpose: As provided in said document Recording Date: August 19, 2019 Recording No: under Clerk's File No. D219184080, Real Property Records, Tarrant County, Texas m. Easement(s) and rights incidental thereto, as granted in a document: Granted to: City of Fort Worth Purpose: As provided in said document Recording Date: August 19, 2019 Recording No: under Clerk's File No. D219184654, Real Property Records, Tarrant County, Texas n. Easement(s) and rights incidental thereto, as granted in a document: Granted to: Oncor Electric Electric Delivery Company LLC Purpose: As provided in said document Recording Date: December 16, 2024 Recording No: under Clerk's File No. D224224236, Real Property Records, Tarrant County, Texas o. Visible or apparent easement(s) and/or rights of way on, over, under or across the Land. p. Any portion of the Land located within the boundaries of any roadway or highway. q. Terms, conditions, and provisions of that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071936, Real Property Records, Tarrant County, Texas (Affects Easement Estate Parcel 1, Tract 1 and Tract 2) r. Terms, conditions, and provisions of that one certain Water Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071942, Real Property Records, Tarrant County, Texas (Affects Easement Estate Parcel 2, Tract 1 and Tract 2) s. Terms, conditions, and provisions of that one certain Temporary Construction Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071943, Real Property Records, Tarrant County, Texas (Affects Easement Estate Parcel 3, Tract 1 and Tract 2) t. Terms, conditions, and provisions of that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071937, Real Property Records, Tarrant County, Texas (Affects Easement Estate Parcel 4) u. Terms, conditions, and provisions of that one certain Water Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071940, Real Property Records, Tarrant County, Texas (Affects Easement Estate Parcel 5, Tract 1 and Tract 2) FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O SCHEDULE B EXCEPTIONS FROM COVERAGE (continued) v. Terms, conditions, and provisions of that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071938, Real Property Records, Tarrant County, Texas (Affects Easement Estate Parcel 6) w. Terms, conditions, and provisions of that one certain Sewer Facility Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071939, Real Property Records, Tarrant County, Texas (Affects Easement Estate Parcel 7) x. Terms, conditions, and provisions of that one certain Temporary Construction Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071944, Real Property Records, Tarrant County, Texas (Affects Easement Estate Parcel 8) y. Terms, conditions, and provisions of that one certain Temporary Construction Easement dated January 26, 2026, filed April 17, 2026, recorded under Clerk's File No. D226071945, Real Property Records, Tarrant County, Texas (Affects Easement Estate Parcel 9) Section 14 of the Conditions of this policy is hereby deleted. FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O 2. 3. 4. CONDITIONS DEFINITION OF TERMS. The following terms when used in this policy mean: (a) "Amount of Insurance": the amount stated in Schedule A, as may be increased or decreased by endorsement to this policy, increased by Section 8(b), or de- creased by Sections 10 and 11 of these Conditions. (b) "Date of Policy": The date designated as "Date of Policy" in Schedule A. (c) "Entity": A corporation, partnership, trust, limited liability company or other similar legal entity. (d) "Insured": the Insured named in Schedule A. (i) The term "Insured" also includes: (A) successors to the Title of the Insured by operation of law as distinguished from purchase, including heirs, devisees, survivors, personal representatives or next of kin; (B) successors to an Insured by dissolution, merger, consolidation, distribution or reorganization; (C) successors to an Insured by its conversion to another kind of Entity; (D) a grantee of an Insured under a deed delivered without payment of actual valuable consideration conveying the Title: (1) If the stock, shares, memberships, or other equity interests of the grantee are wholly -owned by the named Insured, (2) If the grantee wholly owns the named Insured, (3) If the grantee is wholly -owned by an affiliated Entity of the named Insured, provided the affiliated Entity and the named Insured are both wholly -owned by the same person or Entity, or (4) If the grantee is a trustee or beneficiary of a trust created by a written instrument established by the Insured named in Schedule A for estate planning purposes. (ii) With regard to (A), (B), (C) and (D) reserving, however, all rights and defenses as to any successor that the Company would have had against any predecessor Insured. (e) "Insured Claimant": an Insured claiming loss or damage. (f) "Knowledge" or "Known": actual knowledge, not constructive knowledge or notice that may be imputed to an Insured by reason of the Public Records or any other records that impart constructive notice of matters affecting the Title. (g) "Land": the land described in Schedule A, and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways, but this does not modify or limit the extent that a right of access to and from the Land is insured by this policy. (h) "Mortgage": mortgage, deed of trust, trust deed, or other security instrument, including one evidenced by electronic means authorized by law. (i) "Public Records": records established under state statutes at Date of Policy for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. With respect to Covered Risk 5(d), "Public Records" shall also include environmental protection liens filed in the records of the clerk of the United States District Court for the district where the Land is located. Q) "Title": the estate or interest described in Schedule A. (k) "Unmarketable Title": Title affected by an alleged or apparent matter that would permit a prospective purchaser or lessee of the Title or lender on the Title to be released from the obligation to purchase, lease or lend if there is a contractual condition requiring the delivery of marketable title. CONTINUATION OF INSURANCE. The coverage of this policy shall continue in force as of Date of Policy in favor of an Insured, but only so long as the Insured retains an estate or interest in the Land, or holds an obligation secured by a purchase money Mortgage given by a purchaser from the Insured, or only so long as the Insured shall have liability by reason of warranties in any transfer or conveyance of the Title. This policy shall not continue in force in favor of any purchaser from the Insured of either (i) an estate or interest in the Land, or (ii) an obligation secured by a purchase money Mortgage given to the Insured. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT. The Insured shall notify the Company promptly in writing (i) in case of any litigation as set forth in Section 5(a) below, or (ii) in case Knowledge shall come to an Insured hereunder of any claim of title or interest that is adverse to the Title, as insured, and that might cause loss or damage for which the Company may be liable by virtue of this policy. If the Company is prejudiced by the failure of the Insured Claimant to provide prompt notice, the Company's liability to the Insured Claimant under the policy shall be reduced to the extent of the prejudice. When, after the Date of the Policy, the Insured notifies the Company as required herein of a lien, encumbrance, adverse claim or other defect in Title insured by this policy that is not excluded or excepted from the coverage of this policy, the Company shall promptly investigate the charge to determine whether the lien, encumbrance, adverse claim or defect or other matter is valid and not barred by law or statute. The Company shall notify the Insured in writing, within a reasonable time, of its determination as to the validity or invalidity of the Insured's claim or charge under the policy. If the Company concludes that the lien, encumbrance, adverse claim or defect is not covered by this policy, or was otherwise addressed in the closing of the transaction in connection with which this policy was issued, the Company shall specifically advise the Insured of the reasons for its determination. If the Company concludes that the lien, encumbrance, adverse claim or defect is valid, the Company shall take one of the following actions: (i) institute the necessary proceedings to clear the lien, encumbrance, adverse claim or defect from the Title as insured; (ii) indemnify the Insured as provided in this policy; (iii) upon payment of appropriate premium and charges therefore, issue to the Insured Claimant or to a subsequent owner, mortgagee or holder of the estate or interest in the Land insured by this policy, a policy of title insurance without exception for the lien, encumbrance, adverse claim or defect, said policy to be in an amount equal to the current value of the Land or, if a loan policy, the amount of the loan; (iv) indemnify another title insurance company in connection with its issuance of a policy(ies) of title insurance without exception for the lien, encumbrance, adverse claim or defect; (v) secure a release or other document discharging the lien, encumbrance, adverse claim or defect; or (vi) undertake a combination of (i) through (v) herein. PROOF OF LOSS. In the event the Company is unable to determine the amount of loss or damage, the Company may, at its option, require as a condition of payment that the Insured Claimant furnish a signed proof of loss. The proof of loss must describe the defect, lien, encumbrance or other matter insured against by this policy that constitutes the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. FORM T-1: Owner's Policy of Title Insurance (11/01/24) -SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O (continued) 5. DEFENSE AND PROSECUTION OF ACTIONS. (a) Upon written request by the Insured, and subject to the options contained in Sections 3 and 7 of these Conditions, the Company, at its own cost and without unreasonable delay, shall provide for the defense of an Insured in litigation in which any third party asserts a claim covered by this policy adverse to the Insured. This obligation is limited to only those stated causes of action alleging matters insured against by this policy. The Company shall have the right to select counsel of its choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those stated causes of action. It shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs or expenses incurred by the Insured in the defense of those causes of action that allege matters not insured against by this policy. (b) The Company shall have the right, in addition to the options contained in Sections 3 and 7, at its own cost, to institute and prosecute any action or proceeding or to do any other act that in its opinion may be necessary or desirable to establish the Title, as insured, or to prevent or reduce loss or damage to the Insured. The Company may take any appropriate action under the terms of this policy, whether or not it shall be liable to the Insured. The exercise of these rights shall not be an admission of liability or waiver of any provision of this policy. If the Company exercises its rights under this subsection, it must do so diligently. (c) Whenever the Company brings an action or asserts a defense as required or permitted by this policy, the Company may pursue the litigation to a final determination by a court of competent jurisdiction and it expressly reserves the right, in its sole discretion, to appeal from any adverse judgment or order. 6. DUTY OF INSURED CLAIMANT TO COOPERATE. (a) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding and any appeals, the Insured shall secure to the Company the right to so prosecute or provide defense in the action or proceeding, including the right to use, at its option, the name of the Insured for this purpose. Whenever requested by the Company, the Insured, at the Company's expense, shall give the Company all reasonable aid (i) in securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement, and (ii) in any other lawful act that in the opinion of the Company may be necessary or desirable to establish the Title or any other matter as insured. If the Company is prejudiced by the failure of the Insured to furnish the required cooperation, the Company's obligations to the Insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such cooperation. (b) The Company may reasonably require the Insured Claimant to submit to examination under oath by any authorized representative of the Company and to produce for examination, inspection and copying, at such reasonable times and places as may be designated by the authorized representative of the Company, all records, in whatever medium maintained, including books, ledgers, checks, memoranda, correspondence, reports, emails, disks, tapes, and videos whether bearing a date before or after Date of Policy, that reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Insured Claimant shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all of these records in the custody or control of a third party that reasonably pertain to the loss or damage. All information designated as confidential by the Insured Claimant provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Insured Claimant to submit for examination under oath, produce any reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in this subsection, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this policy as to that claim. 7. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION OF LIABILITY. In case of a claim under this policy, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Insurance. To pay or tender payment of the Amount of Insurance under this policy together with any costs, attorneys' fees and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment or tender of payment and that the Company is obligated to pay. Upon the exercise by the Company of this option, all liability and obligations of the Company to the Insured under this policy, other than to make the payment required in this subsection, shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation. (b) To Pay or Otherwise Settle With Parties Other than the Insured or With the Insured Claimant. (i) to pay or otherwise settle with other parties for or in the name of an Insured Claimant any claim insured against under this policy. In addition, the Company will pay any costs, attorneys' fees and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay; or (ii) to pay or otherwise settle with the Insured Claimant the loss or damage provided for under this policy, together with any costs, attorneys' fees and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay. Upon the exercise by the Company of either of the options provided for in subsections (b)(i) or (ii), the Company's obligations to the Insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, including any liability or obligation to defend, prosecute or continue any litigation. 8. DETERMINATION AND EXTENT OF LIABILITY. This policy is a contract of indemnity against actual monetary loss or damage sustained or incurred by the Insured Claimant who has suffered loss or damage by reason of matters insured against by this policy. (a) The extent of liability of the Company for loss or damage under this policy shall not exceed the lesser of: (i) the Amount of Insurance; or (ii) the difference between the value of the Title as insured and the value of the Title subject to the risk insured against by this policy. (b) If the Company pursues its rights under Section 3 or 5 and is unsuccessful in establishing the Title, as insured: (i) the Amount of Insurance shall be increased by 10%; and (ii) the Insured Claimant shall have the right to have the loss or damage determined either as of the date the claim was made by the Insured Claimant or as of the date it is settled and paid. (c) In addition to the extent of liability under (a) and (b), the Company will also pay those costs, attorneys' fees and expenses incurred in accordance with Sections 5 and 7 of these Conditions. FORM T-1: Owner's Policy of Title Insurance (11/01/24) -SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O 9. 14. 15. 16. 17. (continued) LIMITATION OF LIABILITY. (a) If the Company establishes the Title, or removes the alleged defect, lien or encumbrance, or cures the lack of a right of access to or from the Land, all as insured, or takes action in accordance with Section 3 or 7, in a reasonably diligent manner by any method, including litigation and the completion of any appeals, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused to the Insured. (b) In the event of any litigation, including litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals, adverse to the Title, as insured. (c) The Company shall not be liable for loss or damage to the Insured for liability voluntarily assumed by the Insured in settling any claim or suit without the prior written consent of the Company. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF LIABILITY. All payments under this policy, except payments made for costs, attorneys' fees and expenses, shall reduce the Amount of Insurance by the amount of the payment. LIABILITY NONCUMULATIVE. The Amount of Insurance shall be reduced by any amount the Company pays under any policy insuring a Mortgage to which exception is taken in Schedule B or to which the Insured has agreed, assumed, or taken subject or which is executed by an Insured after Date of Policy and which is a charge or lien on the Title, and the amount so paid shall be deemed a payment to the Insured under this policy. PAYMENT OF LOSS. When liability and the extent of loss or damage have been definitely fixed in accordance with these Conditions, the payment shall be made within 30 days. RIGHTS OF RECOVERY UPON PAYMENT OR SETTLEMENT. (a) Whenever the Company shall have settled and paid a claim under this policy, it shall be subrogated and entitled to the rights of the Insured Claimant in the Title and all other rights and remedies in respect to the claim that the Insured Claimant has against any person or property, to the extent of the amount of any loss, costs, attorneys' fees and expenses paid by the Company. If requested by the Company, the Insured Claimant shall execute documents to evidence the transfer to the Company of these rights and remedies. The Insured Claimant shall permit the Company to sue, compromise or settle in the name of the Insured Claimant and to use the name of the Insured Claimant in any transaction or litigation involving these rights and remedies. If a payment on account of a claim does not fully cover the loss of the Insured Claimant, the Company shall defer the exercise of its right to recover until after the Insured Claimant shall have recovered its loss. (b) The Company's right of subrogation includes the rights of the Insured to indemnities, guaranties, other policies of insurance or bonds, notwithstanding any terms or conditions contained in those instruments that address subrogation rights. ARBITRATION. Either the Company or the Insured may demand that the claim or controversy shall be submitted to arbitration pursuant to the Title Insurance Arbitration Rules of the American Land Title Association ("Rules"). Except as provided in the Rules, there shall be no joinder or consolidation with claims or controversies of other persons. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Insured arising out of or relating to this policy, any service in connection with its issuance or the breach of a policy provision, or to any other controversy or claim arising out of the transaction giving rise to this policy. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured, unless the Insured is an individual person (as distinguished from an Entity). All arbitrable matters when the Amount of Insurance is in excess of $2,000,000 shall be arbitrated only when agreed to by both the Company and the Insured. Arbitration pursuant to this policy and under the Rules shall be binding upon the parties. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court of competent jurisdiction. LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT. (a) This policy together with all endorsements, if any, attached to it by the Company is the entire policy and contract between the Insured and the Company. In interpreting any provision of this policy, this policy shall be construed as a whole. (b) Any claim of loss or damage that arises out of the status of the Title or by any action asserting such claim, shall be restricted to this policy. (c) Any amendment of or endorsement to this policy must be in writing and authenticated by an authorized person, or expressly incorporated by Schedule A of this policy. (d) Each endorsement to this policy issued at any time is made a part of this policy and is subject to all of its terms and provisions. Except as the endorsement expressly states, it does not (i) modify any of the terms and provisions of the policy, (ii) modify any prior endorsement, (iii) extend the Date of Policy or (iv) increase the Amount of Insurance. Each Commitment, endorsement or other form, or provision in the Schedules to this policy that refers to a term defined in Section 1 of the Conditions shall be deemed to refer to the term regardless of whether the term is capitalized in the Commitment, endorsement or other form, or Schedule. Each Commitment, endorsement or other form, or provision in the Schedules that refers to the Conditions and Stipulations shall be deemed to refer to the Conditions of this policy. SEVERABILITY. In the event any provision of this policy, in whole or in part, is held invalid or unenforceable under applicable law, the policy shall be deemed not to include that provision or such part held to be invalid and all other provisions shall remain in full force and effect. CHOICE OF LAW; FORUM. (a) Choice of Law: The Insured acknowledges the Company has underwritten the risks covered by this policy and determined the premium charged therefor in reliance upon the law affecting interests in real property and applicable to the interpretation, rights, remedies or enforcement of policies of title insurance of the jurisdiction where the Land is located. Therefore, the court or an arbitrator shall apply the law of the jurisdiction where the Land is located to determine the validity of claims against the Title that are adverse to the Insured, and in interpreting and enforcing the terms of this policy. In neither case shall the court or arbitrator apply its conflicts of laws principles to determine the applicable law. (b) Choice of Forum: Any litigation or other proceeding brought by the Insured against the Company must be filed only in a state or federal court within the United States of America or its territories having appropriate jurisdiction. FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 FIDELITY NATIONAL TITLE INSURANCE COMPANY POLICY NO.: 9000142500644-O (continued) 18. NOTICES, WHERE SENT. Any notice of claim and any other notice or statement in writing required to be given the Company under this Policy must be given to the Company at National Claims Administration, P.O. Box 45023, Jacksonville, FL 32232-5023. FORM T-1: Owner's Policy of Title Insurance (11/01/24)----SPS-2739843-1-26-9000142500644 D226071942 04/17/202609:21 AM Page: 1 of 11 Fee: $60.00 Submitter: Fidelity National Title Agency - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records P3 MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITYRIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek Lift Station, Force Main, and Gravity Main Parcel No. 3 East PWFE Northwest Corner of Verna Trail N., and Silver Creek Rd., at 1300 Silver Creek Road, Fort Worth Robert W. Tannahill Survey, Abstract No. 1540 STATE OF TEXAS § § KNOW ALL MEN BY THESE P S T COUNTY OF TARRANT § CITY OF FORT WORTH WATER FACILITY EASEME DATE: tutla 20, 1i.,24. GRANTOR: FW 820, LLC., a Texas Iii i rporation GRANTOR'S MAILING ADDRESS (in di o ty): 131 E. EXCHA E S 2 FORT WORT O NTY, TX 76164 GRANTEE: CITY O F , a Texas home rule municipal corporation GRANTEE'S MAILI S (including County): 10 F O H TRAIL FO WO H, TARRANT COUNTY, TX 76102 C S A O . en Dollars ($10.00) and other good and valuable consideration, the recei a ffi •ency of which is hereby acknowledged. A ME T PROPERTY: BEING a tract of land more particularly described in the a ch hibit A. Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Water Main Facility, hereafter referred to as "Facility." The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, and WATER FACILITY EASEMENT FORT WORTH. Rev 20231004 �+T�� D226071942 Page 2 of 11 junction boxes in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit jbe erected within the Easement Property a permanent structure or building, including, btk pt limited to, monument sign, pole sign, billboard, brick or masonry fences or wall o structures that require a building permit. However, Grantor shall be permitted I maintain a concrete, asphalt or gravel driveway, road or parking lot across a em t Property. Grantee shall be obligated to restore the surface of the Ease e Pr y Grantee's sole cost and expense, including the restoration of any side s, d ' ys, or similar surface improvements located upon or adjacent to the Easeme t p ch may have been removed, relocated, altered, damaged, or destroye s a r ult f he ntee's use of the Easement Property granted hereunder. Provide h er, h r ntee shall not be obligated to restore or replace irrigation systems or other roverry�li ,ts ' ailed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Pro Code, bs.anae1 ded, the Grantor or the Grantor's heirs, successors, or assigns may be enti d fore the 1 0th anniversary of the date of this acquisition to repurchase or request certam ion about the use and any actual progress made toward the use for which this p y ' r t was acquired through eminent domain, and the repurchase price will bet e^pr cr tee pays Grantor in this acquisition. The person signing this document on P o T, ts. 'rantor warrants that he or she has the legal authority to execute this perma for the purposes and consideration therein expressed, and in the capaci t rei ate , nd that such binding authority has been granted by proper order, resolutior a o r authorization of the Grantor. Grantee is fully entitled to rely on this w nf n r re entation in accepting this permanent easement. TO HAVE AND TO H D e b e -described permanent easement, together with, all and singular, the rights rt ances thereto in anyway belonging unto Grantee, its successors and s' r ; and Grantor does hereby bind itself, its heirs, successors and assigns, to r ant n forever defend, all and singular, the said easement unto Grantee, its successo a , against every person whomsoever lawfully claiming or to claim the same or a,j&(e o ay be executed in multiple counterparts, each of which will be deemed an , ina)bvih together will constitute one instrument. When the context requires, singular ns arI IJronouns include the plural. Galt# Q%ay execute this document by electronic signature, which will be considered as an original signature for all purposes and have the same force and effect as an original signature. For these purposes, "electronic signature" means electronically scanned and transmitted versions (e.g. via pdf file or facsimile transmission) of an original signature, or signatures electronically inserted via software such as Adobe Sign. (signature pages follow] FORT TWORTHN WATER FACILITY EASEMENT Rev. 20231004 D226071942 Page 3 of 11 GRANTOR: FW 820, LLC a Texas limited liability company By: Majestic Silver Creek Investor, LLC a Delaware limited liability company its managing member By: Majestic Realty Co. a California corporation Its Manager's Agent FORT WORTH" WATER FACILITY EASEMENT Rev. 20231004 D226071942 Page 4 of 11 ACCEPTED BY: GRANTEE: City of Fort Worth, a Texas home rule municipal corporation By: (Name) Valerie Washington (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY WATER FACILITY EASEMENT FORT WORTH. Rev. 20231004 D226071942 Page 5 of 11 LEGAL DESCRIPTION WATER EASEMENT BEING a 0.0394 acre (1,715 square foot) tract of land (Tract 1) and a 0.7425 acre (32,344 square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being portions of tracts of land described as Tract 1 and Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas; said tracts being more particularly described as follows: TRACT 1 BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and t e ortheast line of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Co a c rded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 40°50'54" East, departing the said southwest line of Tract 1 and the said no e t lin Tr No. 2, a distance of 95.63 feet to a point for corner (Northing 6970520.33, Easting: 2280176.8 THENCE South 00°10'35" West, a distance of 30.69 feet to a point for corn , THENCE South 40°50'54" West, a distance of 75.88 feet to a point for co n r in the ai southwest line of Tract I and the said northeast line of Tract No. 2; from which a 5/8" iron rod set with sta p d "KHA" in the southwest line of said Tract No.2 and the northeast line of said Tract 2 bears S23°36' " es distance of 84.35 feet; THENCE North 39°09'06" West, along the said southwest line distance of 20.31 feet to the POINT OF BEGINNING and coy7i or less. 0 and the said northeast line of Tract No. 2, a "jsquare feet or 0.0394 acres of land, more WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 10:46 AM LS -FM -GM SF FW R20 D226071942 Page 6 of 11 LEGAL DESCRIPTION WATER EASEMENT TRACT 2 BEGINNING at a point for corner in the said northeast line of Tract 2 and the said southwest line of Tract No. 2 from which an iron rod set with a cap stamped "KHA" in the said northeast line of Tract 2 and the southwest line of Tract No. 2 bears South 39°09'06" East, a distance of 25.39 feet; THENCE South 40°5054" West, departing the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 25.39 feet to a point for corner; THENCE South 39°09'06" East, a distance of 143.01 feet to a point for corner; THENCE South 00°1035" West, a distance of 1,437.38 feet to a point for corner in the south n s 'd t and the north right-of-way line of Verna Trail North (a 60 foot right-of-way); THENCE North 89°58'05" West, along said south line of Tract 2 and said north right- f- Ii na Trail North, a distance of 20.00 feet to a 5/8" iron rod set with a cap stamped "KHA" in th sot line f rac and said north right-of-way line of Verna Trail North; THENCE North 00°10'35" East, departing the said south line of Tract 2 he sai rth right-of-way line of Verna Trail North, a distance of 1,430.29 feet to a point for corner; THENCE North 39°09'06" West, a distance of 152.64 feet to a poin't�[oiorner; THENCE North 40°5054" East, a distance of 45.69 fit to o' fo N,6er in the said northeast line of Tract 2 and the said southwest line of Tract No. 2; \J THENCE South 39°09'06" East, along said north s o Tr t 2 and said southwest line of Tract No. 2, a distance of 20.31 feet to the POINT OF BEGINNIInd o tain' g 3 , 44 square feet or 0.7425 acres of land, more or less. NOTES tb 's on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Bearing system and co i& Central (4202) with n p bined scale factor of 1.00012. A survey plat of even survey date herewith accompanies is e a b nds description. The un rsign g to d Professional Land Surveyor, hereby certifies that the foregoing description accurately sets o th mete n b unds of the easement tracts. WATER EASEMENT ROBERT W. TANNAHILL SURVEY, •.oF• •TABSTRACT s r E No. 1540 � \ R •�MICHAEL CLEO BILLINGSLEYFo= =NREGISTERED CITY OF FORT WORTH PROFESSIONAL••••••••••••••••••••••• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 CLEO BILLINGSLEY801 O CHERRY STREET,••6.5••••••••••••••• UNIT 11 SUITE 13006558 Kimle >> Horn �P;�FORT WORTH, TEXAS 76102 e s s �`�,' y� ••J I IRv 801 CherrySteet, Unil 11,# 1300 Tel. No. (817)335-6511 Fart Worth, Texas 76102 FIRM # 10194040 w .kmleyom.com PH. 817-335-6511 UScale Drawn by Checked by DateProject No. Sheet Nmichael.billingsley@kimley-horn.coNIA MKK SCR 01113!2025 061018452 2OF7 KENT MASON 1114/2025 10A6 AM K:\FTW SURVEY/061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS -FM -GM SE FW 820 WES.DWG D226071942 Page 7 of 11 Bearing system and Central (4202) with accompanies, 'rig n� N:6970520,33 E:2280176.87 TRACT 1 FW 820, LLC. (INST. NO. D222026020) NORTH 0 10 20 GRAPHIC SCALE IN FEET TRACT I WATER EASEMENT 0.0394 ACRES 1,715 SQ. FT. Aqd on the Texas Coordinate System of 1983 (2011 adjustment), Texas North bined scale factor of 1.00012. A survey plat of even survey date herewith s description. dd Professional Land Surveyor, hereby certifies that the foregoing description accurately nds of the easement tracts. NIIUMA L LLtU tiILLINL�5LLY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com :ENT, MASON 1/14/2025 10:46 AM K:\FTW_SURVEY\061018t WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 018452 -SILVER CREEK D226071942 Page 8 of 11 NORTH 0 35 70 GRAPHIC SCALE IN FEET TRACT 2 FW 820, LLC. (INST. NO. D222026020) WATERQ 0.7 • N P.O.B. -S39°09'06"E 25.39' IRSC O) (V O M w IC) m O O O Z i i i MATCHLINE (SEE SHEET 5) U J U r < J J U O CV W Z O �ofO0 Wz W z J � O } m W Z O Q gz OH O W cn J ] Z } WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS VER CREEK FW 820 WES.DWG D226071942 Page 9 of 11 NORTH 0 35 70 GRAPHIC SCALE IN FEET TRACT 2 WATER EASEMENT 0.7425 ACRES 32,344 SQ. FT. TRACT 2 FW 820, LLC. (INST. NO. O222026020) MATCHLINE (SEE SHEET 4) U J � f � N < J SO O Z O ago O <wzz U) I o w z ry 1 MATCHLINE (SEE SHEET 6) WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS D226071942 Page 10 of 11 NORTH 0 35 70 GRAPHIC SCALE IN FEET MATCHLINE (SEE SHEET 7) TRACT 2 WATER EASEMENT I 0.7425 ACRES 32,344 SQ. FT. TRACT 2 FW 820, LLC. (INST. NO. D222026020) 1UJ MATCHLINE (SEE SHEET 5) WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS D226071942 1 Cfrklr1 Page 11 of 11 P.O.B. = POINT OF BEGINNING IRSC=5/8" 5/8" IRON ROD W/ "KHA" CAP SET MATCHLINE (SEE SHEET 6) NORTH 3 M I? 35 70 TRACT2 O FW 820, LLC. I GRAPHIC SCALE IN FEET (INST. NO. D222026020) W � I in LO O O t CD Q O z TRACT 2 WATER EASEMENT 0.7425 ACRES 32,344 SQ. FT. 1046.28' IRSC L3 VERNA TRAIL NORTH (60 -FOOT WIDE RIGHT-OF-WAY) (VOL. 4975, PG. 239) AINDER OF A LED 247.958 ACRES LINE TABLE NO. BEARING LENGTH L1 S40°50'54"W 25.39' L2 S39°09'06"E 143.01' L3 N89°58'05"W 20.00' L4 N39°09'06"W 152.64' L5 N40°50'54"E L6 S39°09'06"E 1' P ZO HERMOSA, LLC ST. NO. D219292763 WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS MASON 1/14/2025 CREEK D226071943 04/17/2026 09:21 AM Page: 1 of 12 Fee: $64.00 Submitter: Fidelity National Title Agency - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records,, MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek Lift Station, Force Main, and Gravity Main Parcel No. 3 East TCE Northwest Corner of Verna Trail N., and Silver Creek Rd., at 1300 Silver Creek Road, Fort Worth Robert W. Tannahill Survey, Abstract No. 1540 STATE OF TEXAS § KNOW ALL MEN BY THESE P S NT COUNTY OF TARRANT § CITY OF FORT WORTH TEMPORARY CONSTRUCTION E S EN DATE:-J4u7l24,L iD, GRANTOR: FW 820, LLC., a Texas Ihrxf d rporation GRANTOR'S MAILING ADDRESS (inptdTpg o 131 E. EXCHA E 2 FORT WORT M A T QkJNTY, TX 76164 GRANTEE: CITY O GRANTEE'S MAILI 100, rece O a Texas home rule municipal corporation �S-(including County): H TRAIL TARRANT COUNTY, TX 76102 en Dollars ($10.00) and other good and valuable consideration, the of which is hereby acknowledged. PROPERTY: BEING a tract of land more particularly described in the Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in accordance with Exhibit A, attached hereto and made a part hereof, and ingress and egress over Grantor's property to the Easement Property. TEMPORARY CONSTRUCTION EASEMENT Rev 20231013 FORT WORTH _ D226071943 Page 2 of 12 It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing sanitary sewer and water line improvements. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this temporary easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been gr ed by proper order, resolution, ordinance or other authorization of the Grantor. Grantee i f ly entitled to rely on Grantor's warranty and representation in accepting this temporary n TO HAVE AND TO HOLD the above -described temporary easement, togeth r,wit, II a singular, the rights and appurtenances thereto in anyway belonging u to Gra t successors and assigns, until the cessation or expiration of the rights d r nder. Grantor does hereby bind itself, its heirs, successors and assigns, r t n forever defend, all and singular, the said easement unto Grantee, it=a'n rs nd s ig gainst every person whomsoever lawfully claiming or to claim the �anc4 reof. This document may be executed in multiple counterparts, e h of hi h will be deemed an original, but which together will constitute one instrument. e o text requires, singular nouns and pronouns include the plural. Grantee may execute this document by electron t , which will be considered as an original signature for all purposes and have the c d effect as an original signature. For these purposes, "electronic signa Ir "rTbJ4tleronically scanned and transmitted versions (e.g. via pdf file or facsimile tr s is iois an original signature, or signatures electronically inserted via software suc o n. si tur ages follow] TEMPORARY CONSTRUCTION EASEMENT Rev. 20231013 FORT WORTH D226071943 Page 3 of 12 GRANTOR: FW 820, LLC a Texas limited liability company By: Majestic Silver Creek Investor, LLC a Delaware limited liability company its managing member By: Majestic Realty Co. a California corporation Its Manager's Agent By: Edward P. Roski Chairman of the Board Oil ACKNOWLED T STATE OF CALIFORNIA § COUNTY OF LOS ANGELES O § BEFORE ME, the undersign a t\rI'c a Notary Public in and for the State of California, on this day persona,( ape red rd P. Roski, Chairman of the Board of Maiestic Realty Co., a Ca14(s�NSia oNortki, Mana_ging Agent to Majestic Silver Creek Investor, LLC, a Delawar li 1bLitis�mpany. Managing Member to FW 820, LLC, a Texas limited liability c no n me to be the same person whose name is subscribed to the foregoing instru e t a d ck ledged to me that the same was the act of FW 820, LLC, a Texas limited Ii flit co ny and that they executed the same as the act of said entity for the purpose qd' o ideration therein expressed and in the capacity therein stated. GIVEN U D' R IY HAND AND SEAL OF OFFICE this date of Jf'NU/1 y 2ti*k, tCk 1S DANiELLA GARCIA tary Public • California Los Angeles County Notary Public, State of C ifornia Commission # 2496596 My Comm. Expires Aug 5, 2028 TEMPORARY CONSTRUCTION EASEMENT Rev 20231013 FORT WORTIL V D226071943 Page 4 of 12 ACCEPTED BY: GRANTEE: City of Fort Worth, a Texas home rule municipal corporation By: STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the u this day personally municipal corporatic foregoing instrumen Worth and that they and consideration th (Name) Valerie Washington (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY Lewr#n G. GUioNr By: (Name) Larry Collister (Title) Sr. Asst. City Public in and for the State of Texas, of the City of Fort Worth, a Texas home rule b e same person whose name is subscribed to the to me that the same was the act of the City of Fort me as the act of the City of Fort Worth for the purposes and in the capacity therein stated. AND SEAL OF OFFICE this TEMPORARY CONSTRUCTION EASEMENT ORT WORT! . Rev. 20231013 D226071943 Page 5 of 12 LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENTS BEING a 0.0231 acre (1,006 square foot) tract of land (Tract 1) and a 0.3752 acre (16,343 square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being a portion of tracts of land described as Tract 1 and Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas; said tracts being more particularly described as follows: TRACT 1 BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and e northeast line of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Co e orded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 39°09'06" West, along the said southwest line of Tract 1 and the said nort ea line f Tr t o. 2, a distance of 10.15 feet to a point for corner from which a 5/8" iron rod set with a cap St K i the southwest line of said Tract No. 2 and the northeast line of said Tract 2 bears South 08°12'14" t c f 101.96 feet; THENCE North 40°50'54" East, departing the said southwest line of Trac a d e �ft ast line of Tract No. 2, a distance of 105.50 feet to a point for corner; THENCE South 00°10'35" West, a distance of 15.34 feet to a point or orn orthing: 6970520.33, Easting: 2280176.87); THENCE South 40°50'54" West, a distance of 95.63 feet to the P N OF BEGINNING and containing 1,006 square feet or 0.0231 acres of land, more or less. a TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 1O.48 VER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS-FM-GM_SE D226071943 Page 6 of 12 LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENTS TRACT 2 BEGINNING at a point for corner in the northeast line of said Tract 2 and the southwest line of said Tract No. 2, from which a 5/8" iron rod set with a cap stamped "KHA" in the said northwest line of Tract 2 and the said southwest line of Tract No. 2 bears South 39°09'06" East, a distance of 45.69 feet; THENCE South 40°50'54" West, departing the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 45.69 feet to a point for corner; THENCE South 39°09'06" East, a distance of 152.64 feet to a point for corner; THENCE South 00°1035" West, a distance of 1,430.29 feet to a 5/8" iron rod set with a c is pe "K " in the south line of said Tract 2 and the north right-of-way line of Verna Trail North (a 60 foot wide h ff y ; THENCE North 89°58'05" West, along the said south line of Tract 2 and the said noUhvv �li of Verna Trail North, a distance of 10.00 feet to a point for corner; THENCE North 00°10'35" East, departing the said south line of Tract 2 a the s id orth right-of-way line of Verna Trail North, a distance of 1,426.74 feet to a point for corner; THENCE North 39°09'06" West, a distance of 157.46 feet to a pnNQr corners THENCE North 40°50'54" East, a distance of 55.85 feet to in of the said southwest line of Tract No. 2; O f� THENCE South 39°09'06" East, along the said no Ii act distance of 10.15 feet to the POINT OF BEG n c ntaining more or less. O c4 NOTES fti Bearing system and coor n tes ed on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with ie o bined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this n b ds description. The undersi e i re Professional Land Surveyor, hereby certifies that the foregoing description accurately sets them s nds of the easement tracts. TEMPORARY CONSTRUCTION in the said northeast line of Tract 2 and 2 and the said southwest line of Tract No. 2, a 16,343 square feet or 0.3752 acres of land, MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 C 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com OF .T \s T ER:O ..................... MICHAEL CLEO BILLINGSLEY ................................. q 6558 �� EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS D226071943 Page 7 of 12 I LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET TRACT 1 FW 820, LLC. (INST. NO. D222026020) NORTH 0 15 30 GRAPHIC SCALE IN FEET TRACT 1 S00°10'35"W' 15.34' TEMPORARY CONSTRUCTION EASEMENT N8970520.3 0.0231 ACRES E2280176.87 0 1,006 SQ. FT. r\O�h I IT F ORT WORTH � (VOL. 519, PG. 555) (VOL. 591, PG. 622) C' O�� 9�QO \o J f N39°09'06"W 10 15' S08°12'14"W 101.96' NOTES Bearing system and coor n tes ed on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with Ii o bined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this s description. The unders ne gl ere' Professional Land Surveyor, hereby certifies that the foregoing description accurately sets clt,(the m es n nds of the easement tracts. %STfR MICHAEL CLEO BILLINGSLEY rte; `� o �;N REGISTERED PROFESSIONAL//c ... LAND SURVEYOR NO. 6558 MICHAEL CLE0 BILLINGSLEY 801 CHERRY STREET, • UNIT 11 SUITE 1300 Fss�°�'•�'O� FORT WORTH, TEXAS 76102 ��••SUFt�y PH. 817-335-6511 michael. billingsley@kimley-horn.com KFNT MASON 1/14/2025 1048 AM K.\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\0E TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS FW 820 TCES.DWG D226071943 Page 8 of 12 NORTH 0 25 50 GRAPHIC SCALE IN FEET S39°09'06'E 45.69' TRACT 2 FW 820, LLC. (INST. NO. D222026020) TRACT 2-' TEMPOR CONSTRUCT EASEM 0.3752 E 43 P.O.B. IRSC E O z\ MATCH LINE (SEE SHEET 5) TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS KENT, MASON 1/14/2025 1O.48 AM R 018452 -SILVER CREEK LS -FM -GM SE FW 820 ICES DWG D226071943 Page 9 of 12 NORTH 0 25 50 GRAPHIC SCALE IN FEET MATCHLINE (SEE SHEET 4) TRACT 2 TEMPORARY CONSTRUCTION EASEMENT 0.3752 ACRES 16,343 SQ. FT. I� N CO ≥ d L TRACT2 W V FW 820, LLC. in (INST. NO. D222026020) o 0 O 0 O Oil MATCHLINE (SEE SHEET 6) TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS CREEK LS -FM -GM SE FW 820 TCES D226071943 Page 10 of 12 NORTH 025 50 GRAPHIC SCALE IN FEET TRACT 2 FW 820, LLC. (INST. NO. D222026020) O MATCHLINE (SEE SHEET 5) r r i- TRACT 2 TEMPORARY CONSTRUCTION EASEMENT 0.3752 ACRES 16,343 SQ. FT. N O N W E MATCHLINE (SEE SHEET 7) TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS KENT D226071943 Page 11 of 12 MATCHLINE (SEE SHEET 6) NORTH 0 25 50 GRAPHIC SCALE IN FEET TRACT 2 TEMPORARY CONSTRUCTION EASEME 0.3752 AC 16,343 N M in CO U) Q � M r � O TRACT 2 FW 820, LLC. O Z U) (INST. NO. D222026 20 O MATCHLINE (SEE SHEET 8) TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS D226071943 Page 12 of 12 NORTH 0 25 50 GRAPHIC SCALE IN FEET LINE TABLE NO. BEARING LENGTH L1 S40°50'54"W 45.69' L2 S39°09'06"E 152.64' L3 N89`58'05"W 10.00' L4 N39°0906"W 157.46' L5 N40°50'54"E 55.85' L6 S39°09'06"E 10.15' TRACT 2 FW 820, LLC. (INST. NO. D222026020) TRACT 2 TEMPORARY CONSTRUCTION EASEMENT 0.3752 ACRES 16,343 SQ. FT. LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET O n MATCHLINE (SEE SHEET 7) 0OO 1036.28' *TRAIL NORTH )OT WIDE RIGHT-OF-WAY) (VOL. 4975, PG. 239) L3J '-IRSC 83.13' I TEMPORARY CONSTRUCTION EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS D226071937 04/17/2026 09:20 AM Page: 1 of 6 Fee: $40.00 Submitter: Fidelity National Title Agency - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek Lift Station, Force Main, and Gravity Main Parcel No. 3 North PSFE Northwest Corner of Verna Trail N., and Silver Creek Rd., at 1300 Silver Creek Road, Fort Worth Jacob Wilcox #2 Survey, Abstract No. 1725 STATE OF TEXAS § § KNOW ALL MEN BY THESE PO NT COUNTY OF TARRANT § CITY OF FORT WORTH SEWER FACILITY EASEM N ation iunicipal corporation id valuable consideration, the articularly described in the sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility." The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A SEWER FACILITY EASEMENT FORT WORTH. Rev 20231013 D226071937 Page 2 of 6 attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, bu of limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or Is or other structures that require a building permit. However, Grantor shall be permitte n t I and maintain a concrete, asphalt or gravel driveway, road or parking lot across th m n Property but only to the extent that such surface improvements do not materiall i e the rights granted hereunder. Grantee shall be obligated to restore th rfac f t e Easement Property at Grantee's sole cost and expense, including the r . f any sidewalks, driveways, or similar surface improvements located up e to the Easement Tract which may have been removed, relocated, alter da ged, o de r ed as a result of the Grantee's use of the easement granted her n r owever, that Grantee shall not be obligated to restore or replace irrigatlis n ystem r r improvements installed in violation of the provisions and intended use of ssem n . Under Chapter 21, Subchapter E of the Texas Pro Code, aded, the Grantor or the Grantor's heirs, successors, or assigns may be enti d efore the 1 0th anniversary of the date of this acquisition to repurchase or request certai ion about the use and any actual progress made toward the use for which this p It was acquired through eminent domain, and the repurchase price will bee pr c fr tee pays Grantor in this acquisition. n The person signing this document on legal authority to execute this perma expressed, and in the capacitP�erei by proper order, resolutionf' entitled to rely on this wfiN n r he.2rantor warrants that he or she has the e for the purposes and consideration therein that such binding authority has been granted authorization of the Grantor. Grantee is fully on in accepting this permanent easement. TO HAVE AND TO H D e b e -described permanent easement, together with, all and singular, the rights rt ances thereto in anyway belonging unto Grantee, its successors and a j,, v ; and Grantor does hereby bind itself, its heirs, successors and assigns, to w r ant forever defend, all and singular, the said easement unto Grantee, its successor a ' , against every person whomsoever lawfully claiming or to claim the same or hi o n maybe executed in multiple counterparts, each of which will be deemed an riginNa i together will constitute one instrument. When the context requires, singular bnronouns include the plural. Gr.rfiay execute this document by electronic signature, which will be considered as an original signature for all purposes and have the same force and effect as an original signature. For these purposes, "electronic signature" means electronically scanned and transmitted versions (e.g. via pdf file or facsimile transmission) of an original signature, or signatures electronically inserted via software such as Adobe Sign. [signature pages follow] SEWER FACILITY EASEMENT FOR TWORTH Rev. 20231013 D226071937 Page 3 of 6 GRANTOR FW 820, LLC a Texas limited liability company By: Majestic Silver Creek Investor, LLC a Delaware limited liability company Its managing member By: Majestic Realty Co. a California corporation Its Manager's Agent SEWER FACILITY EASEMENT FORT WORTH. Rev 20231013 �►�_ D226071937 Page 4 of 6 ACCEPTED BY: STATE OF TEXAS COUNTY OF TARRANT GRANTEE: City of Fort Worth, a Texas home rule municipal corporation By: )6&(Name) Valerie Washington (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY L .ncr4 G{/uM By: (Name) Larry Collister (Title) Sr. Asst. City Attorn ACKNOWLEDGM § O BEFORE ME, the undersign on this day personally apa municipal corporation, foregoing instrument, Worth and that they e and consideration they GIVEN U 3conE °F„° Notary SEWER FACILITY EASEMENT Rev.20231013 e ity, tort' Public in and for the State of Texas, 1PaI a Washinaton of the City of Fort Worth, a Texas home rule same person whose name is subscribed to the to me that the same was the act of the City of Fort rs the act of the City of Fort Worth for the purposes in the capacity therein stated. AND SEAL OF OFFICE this date of 3 131 Z� &' YOUNG blic, State of Texas xpires 11-03-2028 ID 126713396 FO T WORTH, D226071937 Page 5 of 6 LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.4740 acre (20,648 square foot) tract of land situated in the Jacob Wilxox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); n THENCE North 36°08'14" West, along the said southwest line of Tract 1 and the northeast lin of Y t o. 1, a distance of 30.03 feet to a point for corner, from which a 5/8" iron rod set with a cap stamped " 'n so thwest line of a tract of land described in Warranty Deed to Texas Electric Service Company record u e 21 9 Page 198, D.R.T.C.T., and the northeast line of a tract of land described as Tract II in Speci ran ee o Third Peak, LP, recorded in Instrument Number D208170892, O.P.R.T.C.T., bears South , a distance of 75.07 feet; clll:::i THENCE North 51°15'09" East, departing the said southwest line of Tra 1 n he ' no east line of Tract No. 1, a distance of 40.34 feet to a point for corner in the north line of said r ct 1 a e south line of a tract of land described as Tract III in said Special Warranty Deed to Third Peak, LP; THENCE North 77°33'46" East, along the said north line of Tr t nd the said south line of Tract III, a distance of 474.18 feet to a point for corner; THENCE South 63°46'57" East, departing the said0h Ii e o c nd the said south line of Tract III, a distance of 169.42 feet to a point for corner; ��// THENCE South 28°29'29" East, a distance of 5 . t "iron rod set with a cap stamped "KHA"; THENCE North 63°46'57" West, a di�tayfcO to a point for corner; THENCE South 77°3346" West, (a ccepf X6,154 feet to a point for corner; THENCE South 51°15'09" W a is ncYof 34.69 feet to the POINT OF BEGINNING and containing 20,648 square feet or 0.4740 acre od, o r less. NOTES Bearing sy e b e on }t)exas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey pla of e s ey date herewith accompanies this metes and bounds description. The ode ign sets ouNbe 1 d) R gistered Professional Land Surveyor, hereby certifies that the foregoing description accurately d bounds of the easement tract. SANITARY SEWER EASEMENT JACOB WILXOX #2 SURVEY, ,��•.oF•. rF ABSTRACT No. 1725 �P,GI S T ER MICHAEL CLEO BILLINGSLEY yr o :_N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••••••••••••••••••`••••.. TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLIP 801 CHERRY STREET, "'•'•'••••••••••••••••"' .0 6558 UNIT 11 SUITE 1300 �'•:�o ��• FESS��•` FORT WORTH, TEXAS 76102 ��•SURv� P H . 817-335-6511 michael.billingsley@kimley-horn.com NT MASON 1/13/2025 1136 AM K\FTW Sl1RVEY\061018452-SII.VFR CREEK LS -FM -GA 1018452-SII. VFR CREEK I S -FM -GM FAST CFNTRAI D226071937 Page 6 of 6 LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET LINE TABLE NO. BEARING LENGTH L1 N36°08'14'W 30.03' L2 N51`15'09"E 40.34' L3 $63°46'57"E 169.42' L4 S28°29'29"E 51.93' L5 N63°46'57"W 201.28' L6 S51°15'09"W 34.69' O C� S51'15'09"W 75.07' IRSC - NOTES Bearing system bas A metes and bound The unde the mrbes LOT 1 HOLLOW CREEK (VOL. 388-126, PG. 1) ROBERT L. DOW \ (VOL. 6336, PG. 357) \ TRACT III THIRD PEAK, LP INST. NO. D208170892 4 �S, N1l°33 46, e 147 . L2 46, 456 64, L NORTH 0 75 150 GRAPHIC SCALE IN FEET I! S7 L6 \-SA�vr ARY P.O.B. SEWER EASEMENT IRSC 0.4740 ACRES � 20,648 SQ. FT. ,L 6020) \\\ \ L4 -IRSC .00rdinate System of 1983 (2011 adjustment), North Central Zone (4202). even survey date herewith accompanies this survey plat. aY Professional Land Surveyor, hereby certifies that this survey plat accurately sets out e easement tract. IVIIUM/Ar-L ULL' DILLIINUJLC i REGISTERED PROFESSIONAL /, LAND SURVEYOR NO. 6558 (1 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com -NT, MASON 1/13/2025 1136 AM K.\FTW SURVEY\061018, SANITARY SEWER EASEMENT JACOB WILXOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS E D226071944 04/17/2026 09:21 AM Page: 1 of 6 Fee: $40.00 Submitter: Fidelity National Title Agency - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records • MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek Lift Station, Force Main, and Gravity Main Parcel No. 3 North TCE Northwest Corner of Verna Trail N., and Silver Creek Rd., at 1300 Silver Creek Road, Fort Worth Jacob Wilcox #2 Survey, Abstract No. 1725 STATE OF TEXAS § § KNOW ALL MEN BY TH P COUNTY OF TARRANT § :L \3V DATE: /7 Ii GRANTOR: FW 820, LLC., a Texas lim e i i i corporation GRANTOR'S MAILING ADD SS (' u i nty): 131 E. EXC T&21 FORT WO T UNTY, TX 76164 GRANTEE: CITY O O T O TH, a Texas home rule municipal corporation �3- GRANTEE'S MAI l4 S (including County): 10 OR1 ORTH TRAIL /PQ T"W TH, TARRANT COUNTY, TX 76102 N: Ten Dollars ($10.00) and other good and valuable consideration, the iency of which is hereby acknowledged. Y1 PROPERTY: BEING a tract of land more particularly described in the Exhibit A. Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in accordance with Exhibit A, attached hereto and made a part hereof, and ingress and egress over Grantor's property to the Easement Property. TEMPORARY CONSTRUCTION EASEMENT FORT. Rev 20231013 D226071944 Page 2 of 6 It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing a sanitary sewer facility. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this temporary easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been gr ed by proper order, resolution, ordinance or other authorization of the Grantor. Grantee i f ly entitled to rely on Grantor's warranty and representation in accepting this temporary n . TO HAVE AND TO HOLD the above -described temporary easement, togeth r,wti, II a singular, the rights and appurtenances thereto in anyway belonging to Gra t successors and assigns, until the cessation or expiration of the rights n r nder. Grantor does hereby bind itself, its heirs, successors and assigns, r n forever defend, all and singular, the said easement unto Grantee, its s ss rs and s ig gainst every person whomsoever lawfully claiming or to claim the an reof. This document may be executed in multiple counterparts, e h of hi h will be deemed an original, but which together will constitute one instrument. e o text requires, singular nouns and pronouns include the plural. Grantee may execute this document by electron t e, which will be considered as an original signature for all purposes and have the id effect as an original signature. For these purposes, "electronic signatr "le ronically scanned and transmitted versions (e.g. via pdf file or facsimile tr s is i an original signature, or signatures electronically inserted via software suc--as,)o . n. Osi tur ages follow] FORT WORTIi., TEMPORARY CONSTRUCTION EASEMENT Rev. 20231013 D226071944 Page 3 of 6 GRANTOR: FW 820, LLC a Texas limited liability company By: Majestic Silver Creek Investor, LLC a Delaware limited liability company Its managing member By: Majestic Realty Co. a California corporation Its Manager's Agpt By: Edward P. Roski Chairman of the Board ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF LOS ANGELES Oil BEFORE ME, the undersigned otary Public in and for the State of California, on this day personally ap=O&r" Roski, Chairman of the Board of Malestic Realty Co. a CaliforniafpN,)1anaginq Agent to Ma estic Silver Creek Investor, LLC, a Delaware li i d I a lity o pany. Managing Member to FW 820, LLC, a Texas limited liability com to be the same person whose name is subscribed to the foregoing instru k dged to me that the same was the act of FW 820, LLC, a Texas limited is c and that they executed the same as the act of said entity for the purposes n on id ation therein expressed and in the capacity therein stated. GIVEN U [SEAL] D AND SEAL OF OFFICE this date of J l Div/1Py 2GM, 2t2Lt . W.''y S GARCIA t lic - Californiangeles County1ssion # 2496596 Comm. Expires Aug 5. 2028 TEMPORARY CONSTRUCTION EASEMENT Rev 20231013 - 1 Nota Public, State of Cal ornia FoKT WORTH. D226071944 Page 4 of 6 ACCEPTED BY: GRANTEE: City of Fort Worth, a Texas home rule municipal corporation By: (Name) Valerie Washington (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY ORTtiVORTF . TEMPORARY CONSTRUCTION EASEMENT Rev. 20231013 D226071944 Page 5 of 6 LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.3193 acre (13,910 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the southwest line of said Tract 1 and the northeast line of a tract of land described as Tract No. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE North 51°15'09" East, departing the said southwest line of Tract 1 and the said northeast e r t No. 1, a distance of 34.69 feet to a point for corner; THENCE North 77°33'46" East, a distance of 456.64 feet to a point for corner; THENCE South 63°46'57" East, a distance of 201.28 feet to a 5/8" iron rod set with cps m e "K1yiA"; THENCE South 28°29'29" East, a distance of 34.62 feet to a point for co THENCE North 63°46'57" West, a distance of 222.52 feet to a point for c rn THENCE South 77°33'46" West, a distance of 444.95 feet to a in or corner; THENCE South 51°15'09" West, a distance of 30.93 feet cap stamped 'KHA" in the southwest line of a tract nc Company recorded in Volume 2179, Page 19, D.R. .' in Special Warranty Deed to Third Peak, LP, recor South 85°44'11" West, a distance of 88.31 feet; THENCE North 36°08'14" West, alo s t e i of Tract 1 and said northeast line of Tract No. 1, a distance of 20.02 feet to the POINT OF BFd3{ N d n aining 13,910 square feet or 0.3193 acres of land, more or less. NOTES Bearing system A survey plat of The unders1Qee sets aiXthe m es n o o er, from which a 5/8" iron rod set with a i arranty Deed to Texas Electric Service heast line of a tract of land described as Tract II t Number D208170892, O.P.R.T.C.T., bears Joordinate System of 1983 (2011 adjustment), North Central Zone (4202). erewith accompanies this metes and bounds description. 'Professional Land Surveyor, hereby certifies that the foregoing description accurately nds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com �• O F P�'•r,�STE .................................. , MICHAEL CLEO BILLINGSLEY ........................... ..I A 6558 �: Q w •/�iLa E S S � �.•i�Oi� TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS -NT MASON 1/13/2025 11 43 AM K:\FTW_SURVEY\061018 TCE. D226071944 Page 6 of 6 LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NORTH 0 75 150 GRAPHIC SCALE IN FEET IRSC IRSC S85°44' 11 "W 88.31' NOTES Bearing system L A metes and bou The undersi the nos an LOT 1 HOLLOW CREEK (VOL. 388-126, PG. 1) ROBERT L. DOW (VOL. 6336, PG. 357) TRACT III THIRD PEAK, LP INST. NO. D20817089_ . '� WV'SS4 56 64, L1 S,7a3346 W 44 ,9 TEMP A L3 TRUC L4 SEMENT CRES WO3FT. \ \ �C1 TRACT 1 FW 820, LLC. (INST. NO. 0222026020) LINE TABLE NO. BEARING LENGTH Lt N5115'09E 34.69' L2 S282929"E 34.62' L3 551'15'09W 30.93' L4 N36°08'14W 20.02' \ I! 2�?8 IRSC s oordinate System of 1983 (2011 adjustment), North Central Zone (4202). even survey date herewith accompanies this survey plat. Professional Land Surveyor, hereby certifies that this survey plat accurately sets out easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY •... .. •..........I ..... ............ .O 6558 �• ti pF ol�;O� TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NT. MASON 1/13/2025 1143 AM K\FTW_SURVEY\0610182 CREEK -GM_EAST CENTRAL D226071940 04/17/2026 09:20 AM Page: 1 of 7 Fee: $44.00 Submitter: Fidelity National Title Agency - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records • MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek Lift Station, Force Main, and Gravity Main Parcel No. 3 Northeast PWFE Northwest Corner of Verna Trail N., and Silver Creek Rd., at 1300 Silver Creek Road, Fort Worth Jacob Wilcox #2 Survey, Abstract No. 1725 and Robert W. Tannahill Survey, s 1540 STATE OF TEXAS § KNOW ALL MEN BY TH COUNTY OF TARRANT GRANTOR: FW 820, LLC., a T corporation GRANTOR'S MAILING ADD 131 E. EXC FORT WH, GRANTEE: CITY dirk county): COUNTY, TX 76164 H, a Texas home rule municipal corporation GRANTEE'S MAI I G A RESS (including County): ORTH TRAIL RTH TARRANT COUNTY TX 76102 ONS E N: Ten Dollars ($10.00) and other good re ipt a d ufficiency of which is hereby acknowledged. EA T PROPERTY: BEING a tract of land more attached Exhibit A. and valuable consideration, the particularly described in the Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Water Main Facility, hereafter referred to as "Facility." The Facility includes all incidental underground and WATER FACILITY EASEMENT Rev 20231004 FORT WORTH.. D226071940 Page 2 of 7 aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, and junction boxes in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes i a y material way or is inconsistent with the rights granted hereunder, or (11) erect or p b erected within the Easement Property a permanent structure or building, inclu t o limited to, monument sign, pole sign, billboard, brick or masonry fences or of r structures that require a building permit. However, Grantor shall be permit ed o in t 1 a maintain a concrete, asphalt or gravel driveway, road or parking lot a s h ment Property. Grantee shall be obligated to restore the surface of the eei erty at Grantee's sole cost and expense, including the restoration of S. alk , ri ys, or similar surface improvements located upon or adjacent to t me t y which may have been removed, relocated, altered, damaged, or dest o ed as of the Grantee's use of the Easement Property granted hereunder. Provid , owev , hat Grantee shall not be obligated to restore or replace irrigation systems or other i p e is installed in violation of the provisions and intended use of this Easeme Under Chapter 21, Subchapter E of the Texas Pr �� i e, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be le b y oo the 10th anniversary of the date of this acquisition to repurchase or regl e c i or ation about the use and any actual progress made toward the use for which t is r terest was acquired through eminent domain, and the repurchase price will b ri rantee pays Grantor in this acquisition. The person signing this doc u r�i nt n eh If f the Grantor warrants that he or she has the legal authority to execute t s n ment for the purposes and consideration therein expressed, and in the c cit e"Fiisk d, and that such binding authority has been granted by proper order, resol ti an r other authorization of the Grantor. Grantee is fully entitled to rely on this rr ty n epresentation in accepting this permanent easement. TO HAVE AND T L t'h bove-described permanent easement, together with, all and singular, the rig t an ppurtenances thereto in anyway belonging unto Grantee, its successors si revert and Grantor does hereby bind itself, its heirs, successors and assig �w nd forever defend, all and singular, the said easement unto Grantee, its te Faso a a signs, against every person whomsoever lawfully claiming or to claim the sari' o o thereof. i]ent may be executed in multiple counterparts, each of which will be deemed an which together will constitute one instrument. When the context requires, singular pronouns include the plural. Grantee may execute this document by electronic signature, which will be considered as an original signature for all purposes and have the same force and effect as an original signature. For these purposes, "electronic signature" means electronically scanned and transmitted versions (e.g. via pdf file or facsimile transmission) of an original signature, or signatures electronically inserted via software such as Adobe Sign. [signature pages follow] WATER FACILITY EASEMENT FOR TWORTH, Rev. 20231004 Oi D226071940 Page 3 of 7 GRANTOR: FW 820, LLC a Texas limited liability company By: Majestic Silver Creek Investor, LLC a Delaware limited liability company Its managing member By: Majestic Realty Co. a California corporation Its Manager's Agent By: Edward P. Roski Chairman of the Board ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF LOS ANGELES BEFORE ME, the undersigned " ft'ht', la/ tarY Public in and for the State of California, on this day personally appe . Roski, Chairman of the Board of Majestic Realty Co. a California o a 'is.,)Aanaging Agent to Majestic Silver Creek Investor, LLC, a Delaware li i d I lity o pany. Managing Member to FW 820, LLC, a Texas limited liability comp n to be the same person whose name is subscribed to the foregoing instru n 'k\o dged to me that the same was the act of FW 820, LLC, a Texas limited a c pqand that they executed the same as the act of said entity for the purposes nd o id ation therein expressed and in the capacity therein stated. I hVf�' D AND SEAL OF OFFICE this date of )_N c y 2j)t' GIVEN U [SEAL] 'dkjlic • California L es County ssion k 2496596 Expires Aug 5, 2029 WATER FACILITY EASEMENT Rev.20231004 Notary Fublic, State of alifornia Foe_ii.. D226071940 Page 4 of 7 ACCEPTED BY: GRANTEE: City of Fort Worth, a Texas home rule municipal corporation By: (Name) Valerie Washington (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY By: (Name) Larry Collister (Title) Sr. Asst. City Attor e ACKNOWLEDGME STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned ary Public in and for the State of Texas, on this day personally are ri Washin ton tan i M of the City of Fort Worth, a Texas home rule municipal corporation, k o n t same person whose name Is subscribed to the foregoing instrument, kn e e o me that the same was the act of the City of Fort Worth and that they e c t e m as the act of the City of Fort Worth for the purposes and consideration ther x es d nd in the capacity therein stated. GIVEN Uf 1\H AND SEAL OF OFFICE this date of Sl'�}Yff�T OUNG o.• 7' of C, State n( tars Expires 11-03-2028 N_ ary ID 126713396 WATER FACILITY EASEMENT Rev. 20231004 0 WORT . D226071940 Page 5 of 7 LEGAL DESCRIPTION WATER EASEMENT BEING a 0.0002 acre (8 square foot) tract of land (Tract 1) and a 0.0010 acre (45 square foot) tract of land (Tract 2) situated in the Jacob Wilcox #2 Survey, Abstract No. 1725 and the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: TRACT I BEGINNING at a point for corner in the northeast line of said Tract 1 (Northing: 6972039.51, Easting: 22\95c1.07); THENCE South 73°36'27" East, along the said northeast line of Tract 1, a distance of 5.34 with a cap stamped "KHA" for corner; THENCE South 59°36'27" East, continuing along the said northeast line of Tract 1, a iron rod set with a cap stamped "KHA" for corner; ! THENCE North 63°52'10" West, departing the said northeast line of Trac BEGINNING and containing 8 square feet or 0.0002 acres of land, more iron od set )f feet to a 5/8" feet to the POINT OF TRACT 2 BEGINNING at a 5/8" iron rod set with a cap stamped "KH " i he said northeast line of Tract 1 (Northing: 6971686.99, Easting: 2280201.92); THENCE South 64°06'27" East, along the said nort t Ii it t , a distance of 7.29 feet to a point on the most southerly northeast corner of said Tract 1; �JJ THENCE South 00°01'30" East, along th east n s r ct 1, a distance of 13.62 feet to a 5/8" iron rod set with a cap stamped "KHA" for corner; THENCE North 21°20'15" West, e i ast line of Tract 1, a distance of 18.04 feet to the POINT OF BEGINNING and containing 45 q e r . 0 0 acres of land, more or less. NOTES Bearing system and coor es a ed n the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an a pl d c bined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this m es oun description. ign d, e •ster rofessional Land Surveyor, hereby certifies that the foregoing description accurately The under sets out the of the easement tracts. WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No.1540 MICHAEL CLEO BILLINGSLEY '� . ozd, CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••• ........................•••• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLIP 801 CHERRY STREET, A 6558 UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 ti�SURv� PH. 817-335-6511 michael.billingsley@kimley-horn.com KENT. MASON 1/1 WE TRACT 1 & 2 UPDATE.DWG D226071940 Page 6 of 7 SECOND TRACT CITY OF FORT WORTH (VOL. 519, PG. 622) NOTES Bearing system and coorc Central (4202) with an a accompanies this mTh The under% sets out the P.O.B. N.6972039.51 E:2279531.07 APPROXIMATE LOCATION HIP POCKET THEATRE LEASE NORTH (INST. No. D204389711) (AFFECTED BY INST. No. D215155629) 0 \ \ SECOND TRACT 5 10 CITY OF FORT WORTH (VOL. 519, PG. 622) GRAPHIC RA� ALE IN FEET IRSC TRACT I WATER EASEMEN 0.0002 ACRES 8 SQ. FT. IRSC TRACT 1 FW 820, LLC. '�•`',r' \\\ (INST. NO. D222026020) JACOB WILCOX SURVEY, AP 0 M E R LW ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1022 r cN n the Texas Coordinate System of 1983 (2011 adjustment), Texas North ined scale factor of 1.00012. A survey plat of even survey date herewith description. professional Land Surveyor, hereby certifies that the foregoing description accurately s of the easement tracts. WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 —7.. ROBERT W. TANNAHILL SURVEY, ��•�� TF ABSTRACT No.1540 Q..•• s T MICHAEL CLEO BILLINGSLEY r.•'�`` .. RFoN CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••• ........................•••• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 SL 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MICHAEL CLE0 BILLINGSLE ... ....................... .•.�• 6558 �• �� NT, MASON 1/14/2025 10:57 AM K:\FTW_SURVEY\061018[ 1 &2 D226071940 Page 7 of 7 LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET SECOND TRACT W CITY OF FORT WORTH (VOL. 519, PG. 622) 'w K' O K � a P.O.B. IRSC N.6971686.99 4 E2280201.92 TRACT 2 WATER EASEMENT 0.0010 ACRES 45 SQ. FT. TRACT 1 FW 820, LLC. (INST. NO. D222026020) NORTH 0 5 10 GRAPHIC SCALE IN FEET ' OF FORT WORTH OL. 519, PG. 555) (VOL. 591, PG. 622) WATER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 ROBERT W. TANNAHILL SURVEY, ABSTRACT No.1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 1018452 -SILVER CREEK LS -FM -GM EAST WET D226071938 04/17/2026 09:20 AM Page: 1 of 6 Fee: $40.00 Submitter: Fidelity National Title Agency - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records . MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek Lift Station, Force Main, and Gravity Main Parcel No. 3 Northwest PSFE Northwest Corner of Verna Trail N., and Silver Creek Rd., at 1300 Silver Creek Road, Fort Worth Jacob Wilcox #2 Survey, Abstract No. 1725 STATE OF TEXAS § § KNOW ALL MEN BY THE P COUNTY OF TARRANT § I CITY OF FORT WORT SEWER FACILITY EASEM DATE: GRANTOR: FW 820, LLC., a Texas rporation GRANTOR'S MAILING ADDRESS ( 131 E. EXCHA GE FORT WORT4L1tAR GRANTEE: CITY UNTY, TX 76164 a Texas home rule municipal corporation GRANTEE'S MAIL D R S(including County): 10 1 ORIH TRAIL F R W H, TARRANT COUNTY, TX 76102 en Dollars ($10.00) and other good and valuable consideration, the r of which is hereby acknowledged. MN rId xhibit A. Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility." The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon, SEWER FACILITY EASEMENT Rev 20231013 FORT WORTH D226071938 Page 2016 under and across a portion of the Easement Property, more fully described in Exhibit A attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit be erected within the Easement Property a permanent structure or building, including, b of limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fenc s I or other structures that require a building permit. However, Grantor shall be per s al and maintain a concrete, asphalt or gravel driveway, road or parking lot acros t a em t Property but only to the extent that such surface improvements do not mater' I inte e the rights granted hereunder. Grantee shall be obligated to restor u of the Easement Property at Grantee's sole cost and expense, including s ti of any sidewalks, driveways, or similar surface improvements loc u o or ac to the Easement Tract which may have been removed, relocated, e da a , r destroyed as a result of the Grantee's use of the easement granted h e nder. o ' d, however, that Grantee shall not be obligated to restore or replace irrigati n ystem r other improvements installed in violation of the provisions and intended use oft ' e t. Under Chapter 21, Subchapter E of the Texas Prop y ode, as amended, the Grantor or the Grantor's heirs, successors, or assigns may beeMQ,re the 10th anniversary of the date of this acquisition to repurchase or request ce in r a n about the use and any actual progress made toward the use for whi is frjp4rt in rest was acquired through eminent domain, and the repurchase price will be a is t antee pays Grantor in this acquisition. The person signing this document e Grantor warrants that he or she has the legal authority to execute thi ma t e ment for the purposes and consideration therein expressed, and in the cap i t e i st and that such binding authority has been granted by proper order, resolu ' riIi o other authorization of the Grantor. Grantee is fully entitled to rely on this d esentation in accepting this permanent easement. TO HAVE AND TO t aMve-described permanent easement, together with, all and singular, the rig s a enances thereto in anyway belonging unto Grantee, its successors and sign revert and Grantor does hereby bind itself, its heirs, successors and assigns rr forever defend, all and singular, the said easement unto Grantee, its succe n ns, against every person whomsoever lawfully claiming or to claim the say4&o n oa h reof. his c e'Is,Tnay be executed in multiple counterparts, each of which will be deemed an inal, ul which together will constitute one instrument. When the context requires, singular pu cpronouns include the plural. Grantee may execute this document by electronic signature, which will be considered as an original signature for all purposes and have the same force and effect as an original signature. For these purposes, "electronic signature" means electronically scanned and transmitted versions (e.g. via pdf file or facsimile transmission) of an original signature, or signatures electronically inserted via software such as Adobe Sign. [signature pages follow] FORT WORTH.. SEWER FACILITY EASEMENT Rev.20231013 D226071938 Page 3 of 6 GRANTOR: FW 820, LLC a Texas limited liability company By: Majestic Silver Creek Investor, LLC a Delaware limited liability company Its managing member By: Majestic Realty Co. a California corporation Its Manager's Agent gY: Edward P. Roski Chairman of the Board ACKNOWLEDGMEN STATE OF CALIFORNIA § COUNTY OF LOS ANGELES § BEFORE ME, the undersigned t rit , tary Public in and for the State of California, on this day personally appe Ndw . Roski, Chairman of the Board of Majestic Realty Co. a California o a o\j)vlanaging Agent to Majestic Silver Creek Investor, LLC, a Delaware lied I a lity o pany. Managing Member to FW 820, LLC, a Texas limited liability com to be the same person whose name is subscribed to the foregoing instru ck o dged to me that the same was the act of FW 820, LLC, a Texas limited is c and that they executed the same as the act of said entity for the purposes n o i ation therein expressed and in the capacity therein stated. GIVEN U D AND SEAL OF OFFICE this date of )ANcAiZJ 2LI 1, )J) [SEAL] SEWER FACILITY EASEMENT FORT �.. Rev.20231013 D226071938 Page 4 of 6 ACCEPTED BY: STATE OF TEXAS COUNTY OF TARRANT GRANTEE: City of Fort Worth, a Texas home rule municipal corporation By: \1t; (Name) Valerie Washington (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY ra..•.aK.-a Q, 1uh, By: (Name) Larry Collister (Title) Sr. Asst. City Attorr ACKNOWLEDGM § O V BEFORE ME, the undersign on this day personally a pga Assistant City Malec municipal corporation,Ae foregoing instrument, qrc4'4Ekn6lIE Worth and that they ee and consideration there es I Ity, tort' Public in and for the State of Texas, ie Washinaton of the City of Fort Worth, a Texas home rule 4besame person whose name is subscribed to the to me that the same was the act of the City of Fort is the act of the City of Fort Worth for the purposes in the capacity therein stated. GIVEN U l ' I AND SEAL OF OFFICE this date of' 1 3) 24 ,,."3`T11L+7rYY0UNG N ary ubI c. State of Texas \`' Co . Expires 11-03-2028 n` Notary lD 126713396 SEWER FACILITY EASEMENT Rev.20231013 Fo Wow, D226071938 Page 5 of 6 LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.0062 acre (269 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner being the north corner of said Tract 2 and the most westerly northwest corner of a tract of land described as TRACT NO. 1 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); from which a 5/8" iron rod with a cap stamped "KHA" in the southwest line of a tract of land described in Warranty Deed to Texas Ele tr Service Company recorded in Volume 2179, Page 198, D.R.T.C.T., bears North 36°0814" West, a distant f 3. f t; THENCE South 36°08'14" East, along the northeast line of said Tract 2 and the southwes�(L!yJRAVNO. 1, a distance of 26.78 feet to a point for corner; THENCE South 51°15'09" West, departing the said northeast line of Tract 2 and t e ai o th es line of TRACT NO. 1, a distance of 16.76 feet to a point for corner; THENCE South 77°39'09" West, a distance of 2.81 feet to a point for r er in th est line of said Tract 2 and the east line of a tract of land described as Tract II in Special Warranty De d Thi ak, LP recorded in Instrument Number D208170892, O.P.R.T.C.T., from which a 5/8" iron ro with a c sta ed "KHA" in the north line of said Tract II bears North 42°44'19" West, a distance of 364.28 feet; THENCE North 00°02'20" East, along the said east line ct d he said west line of Tract 2, a distance of 32.72 feet to the POINT OF BEGINNING and contain 2 4e t or 0.0062 acres of land, more or less NOTES Bearing system baseoordinate System of 1983 (2011 adjustment), North Central Zone (4202) A survey plat of ev�� erewith accompanies this metes and bounds description. The undersi e i ere' Professional Land Surveyor, hereby certifies that the foregoing description accurately sets them s nds of the easement tract. SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, �o E :?'FABSTRACT RFMICHAEL No. 1725 CLEO BILLINGSLEYo :.N CITY OF FORT WORTH REGISTERED PROFESSIONAL•••••••------------•• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 LEO BILLINGSLEY801 O CHERRY STREET,••••••••••••••••••••• Kimie >>> Horn UNIT 11 SUITE 13006558o�PO� s `t FORT WORTH, TEXAS 76102e s S URv 801 Cherry Street, Unit 1t,# 1300 Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM #10194040 www.kimle-horn.com PH. 817-335-6511 michael.billingsley@kimley-horn.coN/A Scale Drawn by Checked by Date Project No. Sheet N MKK I SCR 01/13/2025 061018452 1OFe NT MASON 1/13/2025 11:06 AM K:\FTW SURVEY\061018452-SILVER CREEK LS-FM-GM\DWJG\061018452-SILVER CREEK LS -FM -GM -WEST CENTRAL SSE.DWG D226071938 Page 6 of 6 \ ty \'LI < o0 \%j \ I IRSC IRS' N3Fi°nR'14"W I KFNT MASON 1/13/2025 11 06 AM K\FTW SURVEY\061018, TRACT NO. 1 - TEXAS ELECTRIC SERVICE COMPANY (VOL. 2166, PG. 282) 01 Dut D226071945 04/17/2026 09:21 AM Page: 1 of 6 Fee: $40.00 Submitter: Fidelity National Title Agency - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek Lift Station, Force Main, and Gravity Main Parcel No. 3 Northwest TCE Northwest Corner of Verna Trail N., and Silver Creek Rd., at 1300 Silver Creek Road, Fort Worth Jacob Wilcox #2 Survey, Abstract No. 1725 STATE OF TEXAS § § KNOW ALL MEN BY THE COUNTY OF TARRANT § PORARY CONSTRU L. DATE: %7 2td11 GRANTOR: FW 820, LLC., a Texas lim' e i 1 corporation GRANTOR'S MAILING A 131 E. EXI FORT WO Cel:L121111�� GRANTEE'S MA , TX 76164 , a Texas home rule municipal corporation I RESS (including County): ORTH TRAIL RTH, TARRANT COUNTY, TX 76102 : Ten Dollars ($10.00) and other good and valuable consideration, the ncy of which is hereby acknowledged. PERTY: BEING a tract of land more particularly described in the attached Exhibit A. Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in accordance with Exhibit A, attached hereto and made a part hereof, and ingress and egress over Grantor's property to the Easement Property. TEMPORARY CONSTRUCTION EASEMENT Rev 20231013 FORT WoRTH. D226071945 Page 2 of 6 It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing sanitary sewer facility. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this temporary easement for the purposes and consideration th ein expressed, and in the capacity therein stated, and that such binding authority has been grpfd by proper order, resolution, ordinance or other authorization of the Grantor. Gran I entitled to rely on Grantor's warranty and representation in accepting this tempora e t. TO HAVE AND TO HOLD the above -described temporary easement, toge e with I ac singular, the rights and appurtenances thereto in anyway belongin e, its successors and assigns, until the cessation or expiration of the rig s n h eunder. Grantor does hereby bind itself, its heirs, successors and a s, o war a orever defend, all and singular, the said easement unto Grantee, it u so a signs, against every person whomsoever lawfully claiming or to claim the afS1e or yj p ereof. This document may be executed in multiple counterparts, �bac I h will be deemed an original, but which together will constitute one instr� \ t.Wh ontext requires, singular nouns and pronouns include the plural. Grantee may execute this document by elE original signature for all purposes and h vo For these purposes, "electronic signaturl versions (e.g. via pdf file or facsimil electronically inserted via software s c a TEMPORARY CONSTRUCTION EASEMENT Rev.20231013 which will be considered as an or and effect as an original signature. ctronically scanned and transmitted of an original signature, or signatures Sign. es follow] FORT WORTH„ D226071945 Page 3 of 6 GRANTOR: FW 820, LLC a Texas limited liability company By: Majestic Silver Creek Investor, LLC a Delaware limited liability company Its managing member By: Majestic Realty Co. a California corporation Its Manager's Agent By: Edward P. Roski Chairman of the Board ACKNOWLED NT STATE OF CALIFORNIA § COUNTY OF LOS ANGELES O § a BEFORE ME, the undersigne or otary Public in and for the State of California, on this day personally app4 d P. Roski, Chairman of the Board of Malestic Realty Co. a Calif r is o or tin Managing Agent to Malestic Silver Creek Investor, LLC, a Delaware i it it c pany. Managing Member to FW 820, LLC, a Texas limited liability co ny bn\tprTTto be the same person whose name is subscribed to the foregoing instru c o ledged to me that the same was the act of FW 820, LLC, a Texas limited tl'btilic 'bny and that they executed the same as the act of said end for the purpos o si ration therein expressed and in the capacity therein stated. GIVEN U HAND AND SEAL OF OFFICE this date of J1)NuPRy 2v^ )U2 . FORT WORTH. TEMPORARY CONSTRUCTION EASEMENT Rev.20231013 D226071945 Page 4 of 6 ACCEPTED BY: GRANTEE: City of Fort Worth, a Texas home rule municipal corporation By: (Name) Valerie Washington (Title) Assistant APPROVED AS TO FORM AND LEGALITY ORT WORTI . TEMPORARY CONSTRUCTION EASEMENT Rev.Z0231013 D226071945 Page 5 of 6 LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.0119 acre (520 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instruments Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T); said tract being more particularly described as follows: BEGINNING at a point for corner in the west line of said Tract 2 and the east line of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP, recorded in Instrument Number D208170892, O.P.R.T.C.T., from which a 5/8" iron rod set with a cap stamped "KHA" in the north line of said Tract II bears North 40° 0" West, a distance of 379.56 feet; THENCE North 00°02'20" East, along the said west line of Tract 2 and the said east line o ra I, ist nce of 20.48 feet to a point for corner; C) THENCE North 77°39'09" East, departing the said west line of Tract 2 and the said 2.81 feet to a point for corner; , a distance of THENCE North 51°15'09" East, a distance of 16.76 feet to a point for c rUtw' tbea 't line of said Tract 2 and the southwest line of a tract of land described as TRACT NO. 1 in Warr nxas Electric Service Company recorded in Volume 2166, Page 282, D.R.T.C.T., from which a 5/8" iron ap stamped "KHA" in thesaid northeast line of Tract II and the southwest line of a tract d desc d i arranty Deed to Texas Electric Service Company recorded in Volume 2179, Page 198, D.R.T. T., ears North 36°08'14" West, a distance of 30.03 feet; THENCE South 36°08'14" East, along the said nortre st lic and the said southwest line of TRACT NO. 1, a distance of 20.02 feet to a point for corner; THENCE South 51°15'09" West, departing the o line of Tract 2 and the said southwest line of TRACT NO. 1, a distance of 20.54 feet to a poin f co e THENCE South 77°39'09" West, to a 89 feet to the POINT OF BEGINNING and containing 520 square feet or 0.0119 acres of land, mo NOTES Bearin s stem base s oordinate System of 1983 (2011 adjustment), North Central Zone (4202) 9 Y A survey plat of evnye erewith accompanies this metes and bounds description. The undersi e i ere' Professional Land Surveyor, hereby certifies that the foregoing description accurately sets them s n nds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 MICHAEL CLEO BILLINGSLEY P,.• 61ST ER•' CITY OF FORT WORTH REGISTERED PROFESSIONAL ••••o••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY 801 CHERRY STREET, \�� UNIT 11 SUITE 1300 �oF6558o�PO�FORT Kirniq >> Horn WORTH, TEXAS 76102 iVO ,essy801 S URv Cherry Street, Unit 11, Tel. No. (817) 335-6511 Fort Worth, Texas 76102 FIRM #10194040 www.klmley-horn.com PH. 817-335-6511 michael.billingsley@kimley-horn.com Scale Drawn by Checked by D_te Project No. Sheet N N/A MKK SCR 01/13/2025 061018452 1 OF 2 NT. MASON 1/13/2025 1O.21 AM K.\FTW_SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS-FM-GM_WEST CENTRAL TCE.DWG D226071945 Page 6 of 6 \i` < \ 0 15 30 GRAPHIC SCALE IN FEET \ TRACT NO. 1 - TEXAS ELECTRIC SERVICE COMPANY (VOL. 2166, PG. 282) 1ARY WUCTION ENT LCRES FT. entral Zone (4202). plat accurately sets out CONSTRUCTION =MENT DX #2 SURVEY, ;T No. 1725 DIRT WORTH )UNTY, TEXAS =NT. MASON 1/13/2025 1O.21 AM K \FTW_SURVEY\061018452-SILVER LVER CREEK D226071936 04/17/2026 09:20 AM Page: 1 of 11 Fee: $60.00 Submitter: Fidelity National Title Agency - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records - MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek Lift Station, Force Main, and Gravity Main Parcel No. 3 PSFE Northwest Corner of Verna Trail N., and Silver Creek Rd., at 1300 Silver Creek Road, Fort Worth Robert W. Tannahill Survey, Abstract No. 1540 STATE OF TEXAS § § KNOW ALL MEN BY THESE PR S COUNTY OF TARRANT § CITY OF FORT WORTH SEWER FACILITY EASEME DATE: ''lciv r -9e u' ≥zb LL GRANTOR: FW 820, LLC., a Texas lied 1 1 r ration GRANTOR'S MAILING ADDRESS (includin u ' } 131 E. EXCHANGE ST 1 FORT WORTHR A T Y, TX 76164 GRANTEE: CITY OF1 T O a Texas home rule municipal corporation LL• GRANTEE'S MAILING S cluding County): 100 R TRAIL FO H, ARRANT COUNTY, TX 76102 CO ID I en Dollars ($10.00) and other good and valuable consideration, the rec t s icie of which is hereby acknowledged. EM PiOPERTY: BEING a tract of land more particularly described in the shed hibit A. Grantor for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility." The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A SEWER FACILITY EASEMENT FORT WORTH. Rev 20231O13 D226071936 Page 2 of 11 attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, bu of limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or s or other structures that require a building permit. However, Grantor shall be permitte to and maintain a concrete, asphalt or gravel driveway, road or parking lot across t m nt Property but only to the extent that such surface improvements do not materiall i e the rights granted hereunder. Grantee shall be obligated to restore th rfac f t e Easement Property at Grantee's sole cost and expense, including th s ra . f any sidewalks, driveways, or similar surface improvements located up a e to the Easement Tract which may have been removed, relocated, alter da ed, o de ed as a result of the Grantee's use of the easement granted her n r P v owever, that Grantee shall not be obligated to restore or replace irrigati ystem r r improvements installed in violation of the provisions and intended use of t is asem n Under Chapter 21, Subchapter E of the Texas Pro Code, ded, the Grantor or the Grantor's heirs, successors, or assigns may be entit d fore the 1 Ott' anniversary of the date of this acquisition to repurchase or request certai m ion about the use and any actual progress made toward the use for which this p y e t was acquired through eminent domain, and the repurchase price will be�l e�pr f3r tee pays Grantor in this acquisition. The person signing this document on o tte-grantor warrants that he or she has the legal authority to execute this perms for the purposes and consideration therein expressed, and in the capaci t rei ate , nd that such binding authority has been granted by proper order, resolutionf'c''s� o r authorization of the Grantor. Grantee is fully entitled to rely on this w?K nt n r�R,e ntation in accepting this permanent easement. TO HAVE AND TO H D e' b�e-described permanent easement, together with, all and singular, the rights rt cM ances thereto in anyway belonging unto Grantee, its successors and s' r" ; and Grantor does hereby bind itself, its heirs, successors and assigns, to w r nt n forever defend, all and singular, the said easement unto Grantee, its successoya-a ,against every person whomsoever lawfully claiming or to claim the same or This o may be executed in multiple counterparts, each of which will be deemed an rigina , b together will constitute one instrument. When the context requires, singular no ns an ronouns include the plural. Gr ay execute this document by electronic signature, which will be considered as an original signature for all purposes and have the same force and effect as an original signature. For these purposes, "electronic signature" means electronically scanned and transmitted versions (e.g. via pdf file or facsimile transmission) of an original signature, or signatures electronically inserted via software such as Adobe Sign. SEWER FACILITY EASEMENT Rev. 20231013 [signature pages follow] FOR TWoRTH -*,--y D226071936 Page 3 of 11 GRANTOR: FW 820, LLC a Texas limited liability company By: Majestic Silver Creek Investor, LLC a Delaware limited liability company its managing member By: Majestic Realty Co. a California corporation Its Manager's Agent B �� Y: i> Edward P. Roski Chairman of the Board ACKNOWLED T STATE OF CALIFORNIA COUNTY OF LOS ANGELES BEFORE ME, the undersign California, on this day person ap� Maiestic Realty Co., a Ca Investor, LLC, a Delawar li man . Managing Member to FW 820 LLC, a Texas limited liability c OQ Ime to be the same person whose name is subscribed to the foregoing instrur e t a k ledged to me that the same was the act of FW 820, LLC, a Texas limited I. - it co ny and that they executed the same as the act of said entity for the purpois n deration therein expressed and in the capacity therein stated. O § aaa it a Notary Public in and for the State of red �ird P. Roski, Chairman of the Board of mnrir1i Mansaina Aaent to Maiestic Silver Creek GIVEN U D R I� Y HAND AND SEAL OF OFFICE this date of ,�ANt1AKd 2� . _ O. iS NIELLA GARCIA ublit • California L sAngeles County Notary Public, State of Ca fornia Commission # 2496596 Comm. Expires Aug 5, 2028 ` FORT H SEWER FACILITY EASEMENT Rev. 20231013 D226071936 Page 4o111 ACCEPTED BY: STATE OF TEXAS COUNTY OF TARRANT GRANTEE: City of Fort Worth, a Texas home rule municipal corporation By: 1106 (Name) Valerie Washington (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY LAWr.«..-a By: (Name) Larry Collister (Title) Sr. Asst. City Attorr ACKNOWLEDGM § O BEFORE ME, the undersign on this day personalty qa Assistant City municipal corporation, k o foregoing instrument, kn64 Worth and that they e c t e and consideration ther r ex es I ttz9ftary Public in and for the State of Texas, ie Washinaton of the City of Fort Worth, a Texas home rule same person whose name is subscribed to the ,to me that the same was the act of the City of Fort is the act of the City of Fort Worth for the purposes in the capacity therein stated. GIVEN UI1b R^I F1RWD AND SEAL OF OFFICE this date of 3' 31 Zc 3N$64R1 YOUNG N , ary ublic, State of Texas Co. Expires 11-03.202e ' Notary ID 126713396 SEWER FACILITY EASEMENT Rev. 20231013 O T WORT . D226071936 Page 5 of 11 LEGAL DESCRIPTION SANITARY SEWER EASEMENTS BEING a 0.0365 acre (1,588 square foot) tract of land (Tract 1) and a 0.9134 acre (39,787 square foot) tract of land (Tract 2) situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tracts being portions of tracts of land described as Tract 1 and Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas; said tracts being more particularly described as follows: TRACT I BEGINNING at a point for corner in the southwest line of said Tract 1 and the northeast line of a tr t of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volu age 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.) from which a 5/8" iron rod set with a ed ' HA" in the said southwest line of Tract 1 and the said northeast line of Tract No. 2 bears North 39° e , a d t nce of 20.31 feet; THENCE North 40°50'54" East, departing the said southwest line of Tract 1 and the •d n h a Ii of Tract No. 2, a distance of 75.88 feet to a point for corner; THENCE South 00°1035" West, a distance of 38.36 feet to a point for c r r; THENCE South 40°5054" West, a distance of 51.20 feet to a p . t for cor r in th aid southwest line of Tract 1 and the said northeast line of Tract No. 2, from which a 5/8" iron ro s with a cap stamped "KHA" in the southwest line of said Tract No. 2 and the northeast line of said Tract 2, bears b h °50'54" West, a distance of 76.16 feet; THENCE North 39°09'06" West, along the said sod distance of 25.39 feet to the POINT OF BEGINNIN or less. ;'(and the said northeast line of Tract No. 2, a ,588 square feet or 0.0365 acres of land, more SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS KENT. MASON 1/14/2025 8:12 AM K'\FTW_SURVEY\061018452-SILVER CREEK LS-FM-GM\DWG\061018452-SILVER CREEK LS-FM-GM_SE FW 820 SSES.DWG D226071936 Page 6 of 11 LEGAL DESCRIPTION SANITARY SEWER EASEMENTS TRACT 2 BEGINNING at a point for corner in the northeast line of said Tract 2 and the southwest line of said Tract No. 2, from which a 5/8" iron rod set with a cap stamped "KHA" in the northeast line of said Tract No. 2 and the southwest line of said Tract 1, bears North 60°0331" East, a distance of 75.98 feet; THENCE South 39°09'06" East, along the said northeast line of Tract 2 and the said southwest line of Tract No. 2, a distance of 156.35 feet to a point for corner; n THENCE South 00°10'35" West, departing the said northeast line of Tract 2 and the said southw t lihs4f ract No. 2, a distance of 1,446.26 feet to a point for corner in the south line of said Tract 2 and then ^ h - -wa line of Verna Trail North (a 60 foot right-of-way); i THENCE North 89°58'05" West, along said south line of Tract 2 and said north right- -wa ibe o rna Trail North, a distance of 25.00 feet to a point for corner, from which a 5/8" iron rod set with a a st "K " in said south line of Tract 2 and said north right-of-way line of Verna Trail North, bear o 9 5 5" st, a distance of 20.00 feet; ^ THENCE North 00°10'35" East, departing said south line of Tract 2 North, a distance THENCE North THENCE North feet or 0.9134 acres NOTES Bearing system A survey plat of The unders e them of 1,437.38 feet to a point for corner; 39°09'06" West, a distance of 143.01 feet to a i fo o 40°50'54" East, a distance of 25.311 t t N of land, more or less. base oordinate System of 1983 (2011 adj ev a erewith accompanies this metes and b gi ere Professional Land Surveyor, hereby certifiE es n nds of the easement tracts. S R BILLINGSLEY y. a o •;cn •••••••••••••••••••••••••••••.•••• NO. 6558 MICHAEL CLE0 BILLINGSLEY """;""" """""" 1300 FES S\O'� 801Ohe TEXAS 76102 ��SURv� F°n w° Scale com MICHAEL CLEO REGISTEREDPROFESSIONAL LAND SURVEYOR 801 CHERRY STREET, UNIT 11 SUITE FORT WORTH, PH. 817-335-6511 michael billin sley@kimley-horn . g 'NT. MASON 1/14/2025 8',12 AM K \FTW_SURVEY\0610184; right-of-way line of Verna Trail rner; BEGINNING and containing 39,787 square ustment), Texas North Central (4202). ounds description. es that the foregoing description accurately ANITARY SEWER EASEMENTS )BERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS D226071936 Page 7 of 11 TRACT 1 FW 820, LLC. (INST. NO. D222026020) CITY OF FORT WORTH (VOL. 519, PG. 555) (VOL. 591, PG. 622) f Professional Land Surveyor, hereby certifies that this survey plat accurately sets out easement tract. SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS KFNT MASON 1/14/2025 812 AM K \FTW SURVEY\06101841 D226071936 Page 8of11 NORTH MATCHLINE (SEE SHEET 3) \ 0 30 60 \\\ - - - 1 - GRAPHIC SCALE IN FEET \ vAQ 0/to TRACT 2 SANITARY SEWER EASEMENT 0.9134 ACRES 39,787 SQ. FT. N M F o M \ O \ 0 o5YD RCEL NO. 2 TRACT2 ZV URANCH TRACT FW 820, LLC. D & ROYALTY, LLC (INST. NO. D222026020)NO. D218215945) O MATCHLINE (SEE SHEET 5) SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS IF 1k CREEK VER SSES.DWG D226071936 Page 9 of 11 MATCHLINE (SEE SHEET 4) > : - I- TRACT 2 FW 820, LLC. (INST. NO. D222026020) TRACT 2 SANITARY SEWER EASEMENT 0.9134 ACRES 39,787 SQ. FT. �b\\ \ \'.'..' o o Z V \\\\ MATCHLINE (SEE SHEET 6) NORTH 30 60 GRAPHIC SCALE IN FEET PARCEL NO. 2 LOWE RANCH TRACT HYDE LAND & ROYA L (INST. NO. D2182 45) SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 1!1 1 D226071936 Page 10 of 11 TRACT 2 FW 820, LLC. (INST. NO. O222026020) TRACT 2 SANITARY SEWER EASEMENT 0.9134 ACRES 39,787 SQ. FT. MATCHLINE (SEE SHEET 5) 80 M F - Co W Co O O Z ( \r,/ i\\i I \\ _L <\) MATCHLINE (SEE SHEET 7) SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 s0 60 GRAPHIC SCALE IN FEET Oil DYALTY, LLC 18215945) N� NT MASON 1 D226071936 Page 11 of 11 LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET TRACT 2 SANITARY SEWER EASEMENT 0.9134 ACRES 39,787 SQ. FT. NORTH MATCHLINE (SEE SHEET 6) - 0 30 60 GRAPHIC SCALE IN FEET _\\ HYDE LAND & ROYALTY, LLC M N I (INST. NO. D218215945) I M to I 0 TRACT2 0 o FW 820, LLC. z (INST. NO. D222026020) I N89°58'05"W 20.00' IRSC L6 VERNA TRAIL NORTH (60 -FOOT WIDE RIGHT-OF-WAY) (VOL. 4975, PG. 239) __- LINE TABLE NO. BEARING LENGTH L1 N40°50'54"E 75.88' L2 S00°10'35'W 38.36' L3 S40°50'54"W 51.20' L4 N39°09'06"W 25.39' L5 S39°09'06"E 156.35' L6 N89°58'05"W 25.00' L7 N39°09'06"W L8 N40°50'54" SA, LLC 9292763 13' SANITARY SEWER EASEMENTS ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS D226071939 04/17/2026 09:20 AM Page: 1 of 6 Fee: $40.00 Submitter: Fidelity National Title Agency - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 104489 Silver Creek Lift Station, Force Main, and Gravity Main Parcel No. 3 West PSFE Northwest Corner of Verna Trail N., and Silver Creek Rd., at 1300 Silver Creek Road, Fort Worth Jacob Wilcox #2 Survey, Abstract No. 1725 STATE OF TEXAS § § KNOW ALL MEN BY THE COUNTY OF TARRANT § CITY OF FORT WORTH SEWER FACILITY EASEMI DATE: -fan dlta 1,0 2s'2 -b GRANTOR: FW 820, LLC, a Texas Iifd- i t1 poration GRANTOR'S MAILING ADDRESS (i 131 E. EXCHA GE c FORT WORTAMARR GRANTEE: CITY O , TX 76164 a Texas home rule municipal corporation GRANTEE'S MAILI 'S(including County): 10 T OR'TH TRAIL F R W H, TARRANT COUNTY, TX 76102 en Dollars ($10.00) and other good and valuable consideration, the f of which is hereby acknowledged. MNJ PROPERTY: BEING a tract of land more particularly described in the xhibit A. Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility." The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon, SEWER FACILITY EASEMENT Rev 20231013 FORT WORTH. D226071939 Page 2 of 6 under and across a portion of the Easement Property, more fully described in Exhibit A attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (1) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit be erected within the Easement Property a permanent structure or building, including, b of limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fenc I or other structures that require a building permit. However, Grantor shall be perm •ns al and maintain a concrete, asphalt or gravel driveway, road or parking lot acros a em t Property but only to the extent that such surface improvements do not mater I inte e the rights granted hereunder. Grantee shall be obligated to restore u f the Easement Property at Grantee's sole cost and expense, including s ti of any sidewalks, driveways, or similar surface improvements loca u o or •ac to the Easement Tract which may have been removed, relocated, er a a destroyed as a result of the Grantee's use of the easement granted h e nder. o , however, that Grantee shall not be obligated to restore or replace irrigati n ystem r other improvements installed in violation of the provisions and intended use of th, e . Under Chapter 21, Subchapter E of the Texas Prop y ode, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be epMl kqre the 10th anniversary of the date of this acquisition to repurchase or request ce in r n about the use and any actual progress made toward the use for whic is rj4t in rest was acquired through eminent domain, and the repurchase price will be f s t antee pays Grantor in this acquisition. The person signing this document at re Grantor warrants that he or she has the legal authority to execute thislrma e t e ent for the purposes and consideration therein expressed, and in the c ap,'t i st d and that such binding authority has been granted by proper order, resolu& n o ther authorization of the Grantor. Grantee is fully entitled to rely on this sentation in accepting this permanent easement. TO HAVE AND TO th aadve-described permanent easement, together with, all and singular, the rig s a enances thereto in anyway belonging unto Grantee, its successors and s ign never; and Grantor does hereby bind itself, its heirs, successors and assigns r forever defend, all and singular, the said easement unto Grantee, its succes n s, against every person whomsoever lawfully claiming or to claim the sa r n a h eof. his cu e ay be executed in multiple counterparts, each of which will be deemed an o i inal, u which together will constitute one instrument. When the context requires, singular u ronouns include the plural. Grantee may execute this document by electronic signature, which will be considered as an original signature for all purposes and have the same force and effect as an original signature. For these purposes, "electronic signature" means electronically scanned and transmitted versions (e.g. via pdf file or facsimile transmission) of an original signature, or signatures electronically inserted via software such as Adobe Sign. SEWER FACILITY EASEMENT Rev.20231013 [signature pages follow] Foe�oRrH,. D226071939 Page 3 of 6 GRANTOR FW 820, LLC a Texas limited liability company By: Majestic Silver Creek Investor, LLC a Delaware limited liability company its managing member By: Majestic Realty Co. a California corporation Its Manager's Agent FORT Wiii.> SEWER FACILITY EASEMENT Rev.20231013 D226071939 Page 4 of 6 ACCEPTED BY: STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the u on this day personally municipal corporation, foregoing instrument, Worth and that they e: and consideration ther GIVEN U GRANTEE: City of Fort Worth, a Texas home rule municipal corporation By: \JCS (Name) Valerie Washington (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY By: (Name) Larry Collister (Title) Sr. Asst. City Attorr ACKNOWLEDGNIRN § f1 ersigne i , a tory Public in and for the State of Texas, wear ie Washington r of the City of Fort Worth, a Texas home rule e same person whose name is subscribed to the nkw1 g to me that the same was the act of the City of Fort (fie a as the act of the City of Fort Worth for the purposes re a nd in the capacity therein stated. `si 'YOUNG s,0 F' tar ubi:c, State of Texas ^' Co Expires 11-03-2028 %„°;,, Notary ID 126713396 SEWER FACILITY EASEMENT Rev. 20231013 D SEAL OF OFFICE this date of 3 131 D226071939 Page 5 of 6 LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.0241 acre (1,048 square foot) tract of land situated in the Jacob Wilcox #2 Survey, Abstract No. 1725, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant, County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the most southerly northwest corner of said Tract 2 and the interior east ell corner of a tract of land described as Tract II in Special Warranty Deed to Third Peak, LP recorded in Instrument Number D208170892 of the O.P.R.T.C.T. n THENCE North 89°55'51" East, along the most southerly northwest north line of said Tract 2 and a st .in of said Tract II, a distance of 35.66 feet to a point for corner, from which a 5/8" iron rod set with a cap a A in the north line of said Tract II bears North 05°43'36" East, a distance of 1,356.81 feet; THENCE South 31°10'58" West, departing the said most southerly northwest north Ie o t 2 d the said east line of Tract II, a distance of 68.73 feet to a point for corner in the most southerly e st Ii f id ract II and the most southerly west line of said Tract 2; THENCE North 00°04'27" West, along the said most southerly east lin o Tract I a d the said most southerly west line of Tract 2, a distance of 58.76 feet to the POINT OF BEGINNING n con in" g 1,048 square feet or 0.0241 acres of land, more or less. NOTES Bearing system base %�s oordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of ev e erewith accompanies this metes and bounds description. The undersi gi ere Professional Land Surveyor, hereby certifies that the foregoing description accurately sets o&the m es n nds of the easement tract. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com I?f�G\S T F jF ............ ....... `� MICHAEL CLEO BILLINGSLEY A 6558 �• \�� •�S UFtv�y� SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ABSTRACT No. 1725 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 2:07 PM K:\FTW SURVEY\06101 CREEK D226071939 Page 6 of 6 LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET P.O.B. IRSC SANITARY SEWER EASEMENT 0.0241 ACRES 1,048 SQ. FT. 00 In F- N TRACT II o THRID PEAK, LP 0 NOTES Bearing system b A metes and bou The unders't the nos an (INST. NO. D208170892) Z IRSC pF NORTH 0 10 20 GRAPHIC SCALE IN FEET INUD 43 36 E TRACT II 1356.81, THRID PEAK, LP (INST. NO. D2081708 N89°55'51"E 35.66' _ _ TRACT 2 FW 820, LLC. ST. NO. D222026020) ,00rdinate System of 1983 (2011 adjustment), North Central Zone (4202). even survey date herewith accompanies this survey plat. Professional Land Surveyor, hereby certifies that this survey plat accurately sets out e easement tract. SANITARY SEWER EASEMENT JACOB WILCOX #2 SURVEY, ,��•.oF•• rF ABSTRACT No. 1725 MICHAEL CLEO BILLINGSLEY �; o;N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 6558 MICHAEL CLE0 BILLINGSLEY 801 CHERRY STREET,\\......f A 6558UNIT Kimley*Horn 11 SUITE 1300 �•'_oF o?PFORT s s801 WORTH, TEXAS 76102 itiQ. E S 1 IRv U Cherry Street, Unit 11, # 130Tel. No. (817) 335-E Fort Worth, Texas 76102 FIRM # 10194040 v .kimley-horn.c P H. 817-335-6511 Scale Drawn by Checked by i Project No. S michael.billingsley@kimley-horn.com 1"=20' MKK SCR I 01/13/2025 I 061018452 NT MASON 1/14/2025 2.07 PM K:\FTW_SURVEY\0610184! CREEK LS-FM-GM_SW CENTRAL SSE GC -4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 GEOTECHNICAL ENGINEERING STUDY SILVER CREEK LIFT STATION, FORCE MAIN, AND GRAVITY MAIN SILVER CREEK ROAD FORT WORTH, TEXAS Presented To: Kimley-Horn and Associates, Inc. August 2024 PROJECT NO. 103-23-486 CH i Engineering August 20, 2024 Report No. 103-23-486 Kimley-Horn and Associates, Inc. 801 Cherry Street, Suite 1300, Unit 11 Fort Worth, Texas 76102 Attn: Mr. Josh Kercho, P.E. GEOTECHNICAL ENGINEERING STUDY SILVER CREEK LIFT STATION, FORCE MAIN, AND GRAVITY MAIN SILVER CREEK ROAD FORT WORTH, TEXAS Dear Mr. Kercho: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with our Proposal No. 23-8986 dated January 23, 2023. The geotechnical services were authorized via Kimley-Horn and Associates, Inc. IPO Number 061018452-01 dated July 12, 2023 and executed on July 19, 2023 by Mr. Chris Igo, P.E. of Kimley-Horn and Associates, Inc. Engineering analyses and recommendations are contained in the text section of the report. The results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing construction material testing services during the construction phase of this project. We appreciate the opportunity to be of service to Kimley-Horn and Associates, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, INC. TEX S FIRM REGISTRATION No. F-9177 i Daniel R. Green, Ph.D., E.I.T. Graduate Engineer Texas No. 54428 q2v JameP.appingtonIV, P.E. Texas No. 97402 copies submitted: (2) Mr. Josh Kercho, P.E.; Kimley-Horn and Associates, Inc. (mail and email) CMJ Engineering 7636 Pebble Drive p: 817.284.9400 Fort Worth, TX 76118 f: 817.589.9993 www.cmjengr.com TABLE OF CONTENTS Page 1.0 INTRODUCTION------------------------------------------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------2 3.0 SUBSURFACE CONDITIONS-------------------------------------------------------------------------------------- 4 4.0 FOUNDATION RECOMMENDATIONS--------------------------------------------------------------------------- 7 5.0 BELOW GRADE AREAS--------------------------------------------------------------------------------------------13 6.0 UTILITY EXCAVATIONS--------------------------------------------------------------------------------------------16 7.0 ADDITIONAL DESIGN CONSIDERATIONS------------------------------------------------------------------- 22 8.0 SEISMIC CONSIDERATIONS------------------------------------------------------------------------------------- 23 9.0 EARTHWORK----------------------------------------------------------------------------------------------------------23 10.0 CONSTRUCTION OBSERVATIONS----------------------------------------------------------------------------- 26 11.0 REPORT CLOSURE------------------------------------------------------------------------------------------------- 26 APPENDIX A Plate Planof Borings--------------------------------------------------------------------------------------------------------------- A.1 Unified Soil Classification System---------------------------------------------------------------------------------------A.2 Key to Classification and Symbols -------------------------------------------------------------------------------------- A.3 Logsof Borings-----------------------------------------------------------------------------------------------------A.4 — A. 19 Particle Size Distribution Reports----------------------------------------------------------------------------- A.20 — A.23 Free Swell Test Results-------------------------------------------------------------------------------------------------- A.24 1.0 INTRODUCTION 1.1 General The project, as currently planned, consists of a lift station located on the east side of Silver Creek Road approximately 900 feet north of Heron Drive in Fort Worth, Texas. The station will incorporate a wet well with a depth on the order of 30 feet, electrical building, and other equipment pads. In addition, approximately 1.08 miles of gravity sanitary sewer line and 2.02 miles of force main will be installed, extending from the proposed lift station to the southwest and south, respectively. The project vicinity and approximate locations of the exploration borings are illustrated on Plate A. 1, Plan of Borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop comments on general excavation, develop recommendations for the type or types of foundations suitable for the project, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the proposed structures and pipelines could change. The recommendations contained in this report are based on the design development documents Silver Creek Lift Station, Force Main, and Gravity Main dated November 2023 and Silver Creek Lift Station dated September 2024, supplied by Kimley-Horn and Associates, Inc. Once the final design is near completion (80 -percent to 90 -percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. Report No. 103-23-486 1 CMJ ENGINEERING, INC. 1.3 Report Format The text of the report is contained in Sections 1 through 11. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials along the various project alignments were explored by sixteen (16) vertical soil borings. Boring B-8 was drilled to a depth of 50 feet below existing grade in the area of the proposed lift station. Borings B-1 through B-7 were drilled to depths of 20 to 45 feet along the proposed gravity main alignment, and Borings B-9 through B-14 were drilled to depths of 15 to 25 feet along the proposed force main alignment. Boring B-6 was terminated at a depth of 25 feet due to refusal atop an extremely hard sandstone layer. The borings were drilled using truck -mounted drilling equipment with continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.19 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Ground surface elevations shown on the logs are approximate, as interpreted from plan and profile data as depicted on design development document Silver Creek Lift Station, Force Main, and Gravity Main Exhibits FM -1, FM -2, and GM -1 dated November 2023 as provided by Kimley-Horn and Associates, Inc. Undisturbed samples of cohesive soils were obtained with nominal 3 -inch diameter thin -walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. Report No. 103-23-486 2 CMJ ENGINEERING, INC. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test, a 0.25 -inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Disturbed samples of the noncohesive granular or stiff to hard cohesive materials were obtained utilizing a nominal 2 -inch O.D. split -barrel (split -spoon) sampler in conjunction with the Standard Penetration Test (ASTM D1586). This test employs a 140 -pound hammer that drops a free fall vertical distance of 30 inches, driving the split -spoon sampler into the material. The number of blows required for 18 inches of penetration is recorded and the value for the last 12 inches, or the penetration obtained from 50 blows, is reported as the Standard Penetration Value (N) at the appropriate depth on the logs of borings. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex -1 32-E specifies driving a 3 -inch diameter cone with a 170 - pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140 -pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6 -inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring log. Groundwater observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the boreholes were backfilled with soil cuttings and plugged at the surface by hand tamping. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, and particle size analyses), moisture content, unconfined compressive strength, and unit weight tests were performed. Results Report No. 103-23-486 CMJ ENGINEERING, INC. 3 of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. The particle size analyses are presented on Plates A.20 through A.23, Particle Size Distribution Reports. A swell test was performed on a specimen from a selected sample of the clays. The test was performed to help in evaluating the swell potential of near -surface soils in the area of the proposed lift station. The results of the swell test are presented on Plate A.24. The above laboratory tests were performed in general accordance with applicable ASTM procedures or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Site Geology According to the Dallas Sheet of the Geologic Atlas of Texas, three geological surface outcrops occur along the project alignment. Considering elevation from highest to lowest, the following formations occur in order: Goodland and Walnut Formations underlain by the Paluxy Formation, all of the Lower Cretaceous age. The eastern portion of the alignment is located within the Goodland Limestone and Walnut Clay. These formations consist primarily of active to highly active clays overlying limestone. Some thin shale seams occur near the base of the Walnut formation overlying the Paluxy Sand. Typical residual soils are active to highly active but are relatively shallow. The western and northern portions of the alignment are located within the mapped outcropping of the Paluxy Sand. In full section, the Paluxy Formation is approximately 200 feet thick and is composed primarily of sands, mostly unconsolidated and cross bedded; clays and sandy clays, normally in lenses; and thin calcareous clays. The Paluxy is an important aquifer in the area and large amounts of groundwater can be found at relatively shallow depths in the formation. 3.2 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings is discussed below. Note that depths on the borings refer to the depth from the existing grade or ground Report No. 103-23-486 CMJ ENGINEERING, INC. 4 surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Possible fill soils were present at the surface in Borings B-1 and B-5, extending to depths of 3 to 10 feet. The possible fill soils consist of brown, tan, and gray silty clay and limestone gravel containing limestone fragments, clay pockets, clay seams, iron stains, ironstone nodules, calcareous nodules, and calcareous deposits. Natural soils encountered consist of various dark brown, brown, light brown, reddish brown, light reddish brown, and gray clays, silty clays, sandy silty clays, sandy clays, silty sandy clays, shaly clays, and clayey sands. The various natural soils contain calcareous seams, calcareous nodules, iron seams, ironstone nodules, and occasional calcareous deposits, gravel, and limestone fragments. Fractured limestone seams are noted within the silty clays and silty sandy clays in Boring B-9 above a depth of 2 feet, and in Borings B-11 and B-14 below depths of 3 to 11 feet. The various clayey soils encountered had tested Liquid Limits (LL) of 24 to 83 with Plasticity Indices (PI) of 12 to 61, and classify as SC, CL, and CH according to the USCS. The various clayey soils encountered were generally stiff to hard (soil basis) with pocket penetrometer values ranging from 1.75 to over 4.5 tsf. Tested unit weights were 98 to 122 pcf and unconfined compressive strength values were 3,200 to 16,810 psf. Select lower pocket penetrometer values reflect more granular materials. Tan and gray sands were encountered in Borings B-3 and B-10 at depths of 8 to 21 feet, extending through boring termination at a depth of 25 feet notwithstanding a cemented sand stratum within the sand from 18 to 22 feet in Boring B-10. The sands occasionally contain iron seams and sandy clay seams and layers and are considered medium dense to dense with Standard Penetration (N) values of 27 to 42 hammer blows per foot of penetration. The sands in Boring B-10 are lightly cemented above a depth of 18 feet and are considered dense to very dense with Standard Penetration (SPT) values of 49 hammer blows per foot of penetration to 5 inches of penetration for 50 hammer blows. Tan, light reddish brown, and gray cemented sands were encountered in Borings B-2, B-4 through B-6, B-8, and B-10 at depths of 1 to 18 feet, extending through termination in Borings B-2 and B-4 through B-6 at depths of 20 to 45 feet. The cemented sands occasionally contain gravel and are very dense with Standard Penetration (SPT) values of 11/2 to 51/4 inches of penetration for 50 hammer Report No. 103-23-486 CMJ ENGINEERING, INC. 5 blows. Extremely hard sandstone layers were present within the cemented sands in Borings B-6 and B-8 at a depth of 25 feet. Gray sandy shale was next encountered in Boring B-8 at a depth of 33 feet, extending through boring termination at a depth of 50 feet. The gray sandy shale contains sand seams and layers and is considered soft to moderately hard with Texas Cone Penetrometer (THD) test values of 4 to 71/2 inches of penetration for 100 hammer blows Tan limestone was next encountered in Boring B-12 at the surface and in Borings B-1 1.1 and B-12.1 through B-14 at depths of 1 to 13 feet. The tan limestone occasionally contains clay seams and layers and is considered very hard to extremely hard (rock basis), with Texas Cone Penetrometer (THD) test values of 0 to 1/2 inch of penetration for 100 hammer blows. The tan limestone in Borings B-12 and B-12.1 occurs fractured above depths of 1 to 7 feet and is considered hard (rock basis), with a Texas Cone Penetrometer (THD) test value of 13/4 inches of penetration for 100 hammer blows. Gray limestone seams and layers are noted within the tan limestone in Boring B-12 below a depth of 9 feet. Gray limestone was next encountered in Borings B-11.1 through B-14 at depths of 7 to 17 feet, extending through boring termination at depths of 15 to 25 feet. The gray limestone is considered very hard (rock basis), with Texas Cone Penetrometer (THD) test values of 1/4 to 3/4 inch of penetration for 100 hammer blows. The Atterberg Limits tests indicate the various clayey soils encountered at this site vary from slightly active to highly active with respect to moisture -induced volume changes. Active clays can experience volume changes (expansion or contraction) with fluctuations in their moisture content. 3.3 Groundwater Observations The borings were drilled using continuous flight augers in order to observe groundwater seepage during drilling. Groundwater seepage was encountered during drilling in Borings B-1 through B-10 at depths of 10 to 37 feet, with subsequent water level readings of 8 to 30 feet measured at drilling completion. In addition, borehole cave-in was observed during drilling in Boring B-5 at depths of 2 to 3 feet. The remaining borings were dry during drilling and at drilling completion. Table 3.3-1 summarizes water level data as encountered in the borings. Report No. 103-23-486 M CMJ ENGINEERING, INC. TABLE 3.3-1 Groundwater Observations Boring No. Seepage During Drilling (ft.) Water at Completion (ft.) B-1 25 26 B-2 10 8 B-3 17 12 B-4 30 30 B-5 37 w/ cave-in at 2, 3 27 B-6 18 17 B-7 16 14 B-8 17 14 B-9 17 18 B-10 16 13 B-11 Dry Dry B-11.1 Dry Dry B-12 Dry Dry B-12.1 Dry Dry B-13 Dry Dry B-14 Dry Dry While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that groundwater conditions will vary with fluctuations in rainfall. Seepage near the observed levels should be anticipated throughout the year. Fluctuations of the groundwater level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. During wet periods of the year seepage can occur in joints in the clays, via the more permeable strata, or atop/within the gray sandy shale and tan limestones. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. 4.0 FOUNDATION RECOMMENDATIONS 4.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed lift station. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, Report No. 103-23-486 CMJ ENGINEERING, INC. 7 must not be exceeded by the bearing pressure transferred to the foundation soils. Second, due to consolidation or expansion of the underlying soils during the operating life of the structure, total and differential vertical movements must be within tolerable limits. Lift station foundation recommendations are based on design development document Silver Creek Lift Station — Mechanical Sections Exhibit Y2 dated September 2024 as provided by Kimley-Horn and Associates, Inc. The proposed lift station floor is anticipated to be situated in the very dense, tan cemented sand as encountered in Boring B-8. This foundation is planned to be a mat/slab foundation. 4.2 Mat Foundation 4.2.1 Lift Station Foundation Design Criteria A reinforced concrete mat/slab foundation may be used to support structural loads for the lift station. The mat foundation is anticipated to be founded at approximately 32 feet below existing grade in very dense, tan cemented sand. The mat/slab foundation may be designed for an allowable bearing capacity of 8.0 ksf. The mat design should incorporate the potential for hydrostatic uplift effects of a shallow water table. For purposes of hydrostatic uplift design we recommend a groundwater level at the surface. Excavation for the lift station base will need to incorporate dewatering to keep the excavation free of excess water. In addition, the water table should be lowered to a depth of 2 feet below the excavation bottom to prevent sands from becoming a "quick" condition. Depending on the time of year and the general weather conditions, the excavation and placement of the mat/slab foundation may be in a saturated soil condition. If the construction occurs in a wet condition, issues of dewatering of excavations, strength/stability of side slopes, and disturbance of bearing materials become important. Due to the great variability of moisture condition, the presence of excess moisture in soils cannot be predicted. Mat foundations proportioned for this value should experience a total settlement of 3/4 inch or less, and a differential settlement of 1/2 inch or less, after construction. Report No. 103-23-486 CMJ ENGINEERING, INC. 4.2.2 Spread/Mat Foundation Construction Spread foundation construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: • Identification of bearing material • Adequate penetration of the foundation excavation into the bearing layer • The base and sides of the excavation are clean of loose cuttings • If seepage is encountered, whether it is of sufficient amount to require the use of excavation dewatering methods Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the excavating, cleaning, reinforcing steel placement and observation. Excavation for a spread foundation should be filled with concrete before the end of the workday, or sooner if required, to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. If more than 24 hours of exposure of the bearing surface is anticipated in the excavation, a mud slab should be used to protect the bearing surfaces. If a mud slab is used, the foundation excavations should initially be over -excavated by approximately 4 inches and a lean concrete mud slab of approximately 4 inches in thickness should be placed in the bottom of the excavations immediately following exposure of the bearing surface by excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the subgrade, facilitate dewatering of excavations if required, and provide a working surface for placement of formwork and reinforcing steel. The concrete should be placed in a manner that will prevent the concrete from striking the reinforcing steel or the sides of the excavation in a manner that would cause segregation of the concrete. 4.3 Ancillary Structures — Slab -on -Grade Foundations 4.3.1 Expansive Soil Movements The expansive soils encountered at the lift station site can shrink and swell as the soil moisture content fluctuates during seasonal wet and dry cycles. Additionally, the site environment is impacted Report No. 103-23-486 CMJ ENGINEERING, INC. 9 by grading and drainage, landscaping, groundwater conditions, paving and many other factors which affect the structures during and after construction. Therefore, the amount of soil movement is difficult to determine due to the many unpredictable variables involved. As seasonal moisture changes occur, these soils will shrink or swell considerably. Estimates of soil movements for the lift station site have been performed using data from the Texas Department of Transportation (TxDOT) procedure TEX-124-E for estimating Potential Vertical Rise (PVR), swell testing, and engineering judgment and experience. Vertical soil movements on the order of 23/4 inches have been estimated for the clay soils in a dry condition for structures placed near existing ground at the lift station site. The greatest movements will occur where the greater thicknesses of dryer, more highly plastic clays are present. The actual amount of movement will depend greatly on the moisture content of the soils prior to construction. In other words, where a ground -supported element is placed upon moist soils, the future expansive soil movement of these soils will be limited since these soils exist in a pre -swelled state, and additional moisture will not cause significant additional heaving of the soils. Conversely, when onsite soils are extremely dry, moisture will cause significant swelling of these soils. Upward differential movements due to heaving tend to cause the greatest undue cracking of slabs and superstructures. Therefore, slabs placed on moist subgrade soils or subgrade soils which are preconditioned to moist states will exhibit lower movements, more tolerable to slab -on -ground foundations. The estimated soil movements are based on the subsurface conditions revealed by the boring and on seasonal moisture fluctuations. Soil movements, significantly larger than estimated, could occur due to inadequate site grading, poor drainage, ponding of rainfall, and/or leaking pipelines. 4.3.2 Stiffened. Monolithic Slab -On -Grade A stiffened, monolithically placed slab -on -grade foundation, either rebar or post -tensioned, used at the lift station site must be designed with exterior and interior grade beams to provide sufficient rigidity to tolerate the differential soil movements. These differential movements typically will occur between the periphery and interior of the slab -on -grade system. Foundation movements are anticipated to occur primarily due to post construction heave of the underlying soils but also can occur due to shrinkage of the clays around the perimeter of the slab. It is recommended that all fill Report No. 103-23-486 CMJ ENGINEERING, INC. 10 soils be properly placed and compacted in accordance with this report section and Section 9.0 prior to foundation installation. Reductions in anticipated movements can be achieved by using methods developed in this area to reduce on -grade slab movements. A more commonly used method consists of moisture conditioning the soils and placing a 1 -foot select fill pad atop 4 feet of moisture conditioned soils. A horizontal moisture barrier from the foundation out for a distance of 5 feet also will greatly restrict moisture mitigation and differential moisture change below the slab. The use of these methods will not eliminate the risk of unacceptable movements. Moisture conditioning is recommended to be achieved by mechanically reworking the clays as discussed below. These recommendations should be reviewed once grading plans have been finalized. The moisture conditioning process should extend beyond the building lines to include pipe works, entrances or any other areas sensitive to movement as previously discussed. Along any pipe works, the full depth remove/replace or moisture conditioned pad should extend the full depth at least 5 feet past the building line and transitioned upward and outward on a maximum slope of 1 H:1 V. This transition may occur at a distance beyond the minimum 5 -foot recommendation at the discretion of the project civil engineer. Outside the buildings, a single lift of select fill (6 to 8 inches) is recommended to minimize drying during construction. Soil treatments presented in this section are referenced as an alternative to the use of a pier and structurally suspended grade beam and floor slab. The owner must fully understand that if the floor slab is placed on -grade, some movement and resultant cracking within the floor and interior wall partitions may occur. This upward slab movement and cracking usually is difficult and costly to repair and may require continued maintenance expense. A greater risk of unsatisfactory foundation performance exists with a slab -on -grade design than for a drilled shaft design. The foundation should be designed by a structural engineer familiar with stiffened slabs -on -grade subject to differential movement. Design parameters are presented below for PVR and differential swell using the Post -Tensioning Institute's (PTI) slab -on -grade design method, 3rd Edition. Report No. 103-23-486 11 CMJ ENGINEERING, INC. With Moisture - Conditioned Pad > Design Potential Vertical Rise 1 inch Edge Moisture Variation - Approximate Center Lift (Edge Drop): 7.8 feet (') Approximate Edge Lift: 4.1 feet (') Differential Swell - Approximate Center Lift (Edge Drop): 0.7 inch (') Approximate Edge Lift: 1.1 inches (1) (1) Valid only after 4 feet of moisture conditioning with the installation of a 1 -foot select fill cap, per Section 4.3.3. It should be recognized that a post tensioned or conventionally reinforced slab -on -grade foundation system placed at this site will be subject to differential movements as indicated above. If slab stiffness is not sufficient to resist the ground movements, these movements can cause cracking of interior sheet rock walls and exterior brick walls. Poor drainage, water leaks, free water sources, long-term percolation in recessed planter areas and/or trees can result in greater differential movements. For example, should leaks develop in underground water or sewer lines or the grades around the structures are changed and cause ponding of water, unacceptable slab movements could develop. Beams may be designed based on an allowable soil bearing pressure of 1,800 pounds per square foot or less within the shallow soils. The beams should extend at least 12 inches into compacted and tested fill. The beam depth is given in regard to bearing capacity and is not intended to be a structural recommendation. The key to the success of this foundation is proper design/construction, and providing control of the below -slab water. Providing excellent drainage away from the structures, preventing ponding water aside the slab, and using relatively impermeable backfill to prevent water intrusion via utility line backfill enhance the slab performance. 4.3.3 Mechanical Reworkina of Near -Surface Clays with 1' Select Fill In general, the procedure is performed as follows: 1. Remove all existing pavements, surface vegetation, trees and associated root mats, organic topsoil and any other deleterious material. Report No. 103-23-486 IE CMJ ENGINEERING, INC. 2. Excavate to a minimum of 4.5 feet below finished grade. Scarify the exposed subgrade at the base of the excavation to a depth of 8 inches, adjust the moisture, and compact at a minimum of 3 percentage points above optimum moisture to between 93 and 98 percent of Standard Proctor density (ASTM D698). Over -compaction should not be allowed. 3. Fill pad to 1 foot below final grade using site excavated or similar clay soils with no rock fragments greater than 4 inches in maximum dimension. Compact in maximum 9 -inch loose lifts at a minimum of 3 percentage points above optimum moisture to between 93 and 98 percent of Standard Proctor density (ASTM D698). Field density tests should be taken as each lift of fill material is placed. Each lift should be compacted, tested, and approved before another lift is added. Over -compaction should not be allowed. 4. Complete pad fill using a minimum of 1 foot of sandy clay/clayey sand, non -expansive select fill with a Liquid Limit less than 35 and a Plasticity Index (PI) between 5 and 16. The select fill should be compacted in maximum 9 -inch loose lifts at -2 to +3 percentage points of the soil's optimum moisture content at a minimum of 95 percent of Standard Proctor density (ASTM D698). The select fill should be placed within 48 hours of completing the installation of the moisture conditioned soils. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. A properly engineered and constructed moisture barrier should be provided beneath the slab -on - grade. 5.0 BELOW GRADE AREAS 5.1 Lateral Earth Pressures 5.1.1 General The below -grade walls must be designed for lateral pressures including, but not necessarily limited to, earth, water, surcharge, swelling, and vibration. In addition, the lateral pressures will be influenced by whether the backfill is drained or undrained, and above or below the groundwater table. 5.1.2 Equivalent Fluid Pressures Lateral earth pressures on the below -grade walls will depend on a variety of factors, including the type of soils behind the wall, the condition of the soils, and the drainage conditions behind the wall. Recommended lateral earth pressures expressed as equivalent fluid pressures, per foot of wall height, are presented in Table 5.1.2-1 for a wall with a level backfill behind the top of the wall. The equivalent fluid pressure for an undrained condition should be used if a drainage system is not present to remove water trapped in the backfill and behind the wall. Report No. 103-23-486 13 CMJ ENGINEERING, INC. Pressures are provided for at -rest earth pressure conditions. In order to allow for an active condition the top of the wall(s) must deflect on the order of 0.4 percent. The below -grade walls associated with the lift station are anticipated to be rigid and subject to at -rest pressures. TABLE 5.1.2-1 — Equivalent Fluid Pressures At -Rest Equivalent Backfill Material Fluid Pressure (pcf) Drained Undrained Excavated on -site clay or clay 100 110 fill material Select fill, flowable fill, flexible base, or on -site soils meeting 65 90 material specifications Free draining granular backfill 50 90 material or crushed stone For the select fill or free draining granular backfill, these values assume that a "full" wedge of the material is present behind the wall. The wedge is defined where the wall backfill limits extend outward at least 2 feet from the base of the wall and then upward on a 1 H:2V slope. For narrower backfill widths of granular or select fill soils, the equivalent fluid pressures for the on -site soils should be used. 5.1.3 Additional Lateral Pressures The location and magnitude of permanent surcharge loads (if present) should be determined, and the additional pressure generated by these loads such as the weight of construction equipment and vehicular loads that are used at the time the structures are being built must also be considered in the design. The effect of this or any other surcharge loading may be accounted for by adding an additional uniform load to the full depth of the side walls equivalent to one-half of the expected vertical surcharge intensity for select backfill materials, or equal to the full vertical surcharge intensity for clay backfill. The equivalent fluid pressures, given here, do not include a safety factor. Analysis of surcharge loads (if any) should be performed on a case -by -case basis. This is not included in the scope of this study. These services can be provided as additional services upon request. 5.2 Wall Backfill Material Requirements Excavated On -Site Clay: For wall backfill areas with site -excavated materials or similar imported materials, all oversized fragments larger than four inches in maximum dimension should be removed Report No. 103-23-486 CMJ ENGINEERING, INC. 14 from the backfill materials prior to placement. The backfill should be free of all organic and deleterious materials and should be placed in maximum 8 -inch compacted lifts at a minimum of 95 percent of Standard Proctor density (ASTM D698) within a moisture range of plus to minus 3 percentage points of optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be between 90 and 95 percent of the Standard Proctor density. Select Fill: All wall select backfill should consist of clayey sand and/or sandy clay material with a Plasticity Index of 16 or less, with a Liquid Limit not exceeding 35. The select fill should be placed in maximum 8 -inch lifts and compacted to between 95 and 100 percent of Standard Proctor density (ASTM D698) within a moisture range of plus to minus 3 percentage points of the optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be compacted between 90 and 95 percent of the Standard Proctor density. Flowable Backfill: Item 401, Excavatable Mix, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Flexible Base Backfill: Crushed Stone Flexible Base — Item 247, Type A, Grade 1/2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition Free Draining Granular Wall Backfill: All free draining granular wall backfill material should be a crushed stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3 percent passing the No. 200 sieve and less than 30 percent passing the No. 40 sieve. The minus No. 40 sieve material should be non -plastic. Granular wall backfill should not be water jetted during installation. Crushed Stone Backfill: Meeting quality and gradation requirements of ASTM D448: No. 467, 57, 67, or similar gradation. 5.3 Below -Grade Drainage Requirements In order to achieve the "drained" condition for lateral earth pressure for low -permeability walls (concrete, masonry, etc.), a vertical drainage blanket or geocomposite drainage member must be installed adjacent to the wall on the backfill side. The drainage must be connected to an outlet drain Report No. 103-23-486 CMJ ENGINEERING, INC. 15 at the base of the wall, or to the sump/pump system. Drains should be properly filtered to minimize the potential for erosion through these drains, and/or the plugging of drain lines. Design or specific recommendations for drainage members is beyond the scope for this study. These services can be provided as an additional service upon request. 5.4 Buoyancy Effects Buoyant effects must be considered. Unless a permanent drainage system is provided, the below - grade structures should be designed to withstand full hydrostatic pressure below the groundwater table (undrained condition). We recommend a water table at the surface be assumed for these calculations. For buoyancy calculations, the unit weight of submerged soils can be assumed as 65 pcf. 6.0 UTILITY EXCAVATIONS 6.1 Expected Subsurface Conditions Conventional earth moving equipment is expected to be suitable for excavating the various clayey and sandy soils and possible fills encountered in the borings. Possible fills consisting of silty clay and limestone gravel are present at the surface in Borings B-1 and B-5 extending to depths of 3 to 10 feet below existing grades. Heavy-duty excavation equipment will be necessary within the sandy shale in Boring B-8 below a depth of 33 feet and tan and gray limestones in Borings B-11.1 through B-14 below depths of 1 to 13 feet and at the surface in Boring B-12. Select clay soil zones contain fractured limestone seams and extremely hard and abrasive sandstone layers were encountered in Borings B-6 and B-8 at a depth of 25 feet, which will likely require similar heavy-duty machines. Where more granular clayey sands, sands, cemented sands, gravels, and possible fills are present, caving may occur due to the low -plasticity nature of these materials and presence of groundwater encountered in select borings. Notably, bore -hole caving was observed during drilling in Boring B-5 at depths of 2 to 3 feet. The gray sandy shale is soft to moderately (rock basis), and the tan and gray limestones are hard to extremely hard (rock basis) and will present difficulty with rippability using normal excavation equipment. Special techniques for ripping/rock removal can be expected through the sandy shale and tan and gray limestones, in addition to zones of soils containing sandstone seams and layers as Report No. 103-23-486 CMJ ENGINEERING, INC. 16 previously discussed. In addition, overexcavation should be anticipated within the sandy shale and tan and gray limestones. Overexcavation may result from large blocks or chunks breaking along sand, clay, or weathered seams beyond the planned excavation. 6.2 Open Excavation Considerations The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through the various clayey soils, it is expected that near vertical excavation walls will be possible. However, in the case that excavations occur through soft clays, granular soils, non -compacted fill, submerged soils, or caving soils (as observed in Boring B-5), it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped or temporary bracing must be provided, regardless of the soil conditions encountered. The design of any trench or excavation safety plans required is the contractor's responsibility. If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls and thereby help reduce lateral ground movements near existing structures. A pre -construction condition survey should be performed prior to beginning excavation near any structure that could be affected by the trench excavation to verify existing conditions (existing distress) prior to construction. Construction monitoring should be performed to verify that existing structures are not impacted or damaged by construction operations. If sufficient clearance is not available, then a braced excavation will most likely be required. The appropriate bracing system or shield should be selected by the contractor and should be configured to withstand the expected lateral earth pressures, and hydrostatic pressures if groundwater is present. Trench shoring should be used for excavation to support open cuts located where existing utilities are within a zone extending from the base of the excavation upward at a 1 H:1 V slope. Surcharge loads, such as those resulting from excavation spoils and/or equipment, should be placed no closer than two feet from the crest of the slope, in accordance with OSHA regulations. All vehicle traffic should be prohibited from at least five feet of the crest of the excavation. Excavations should take into account any utilities to avoid undermining these features. Report No. 103-23-486 17 CMJ ENGINEERING, INC. The following guidelines are presented to aid in the development of the excavation plans: 1. Surface areas behind the crest of the excavations should be graded so that surface water does not pond within 15 feet of the crest, nor drain into the excavation. 2. Heavy material stockpiles should not be placed near the crest of slopes. Similarly, heavy construction equipment should not pass over or be parked within 10 feet of the crest. 3. The crest of slopes should be continually monitored for evidence of movement or potential problems. Freestanding slopes will become less stable than influenced by groundwater or saturation by rain. 6.3 Trench / Bore Pit Dewatering Groundwater seepage was encountered in Borings B-1 through B-1 0 at depths of 10 to 37 feet during drilling. As discussed in Section 3.3, Groundwater Observations, groundwater conditions can vary with seasonal fluctuations in rainfall. Controlling the groundwater is essential to construction of the wastewater line and lift station structure. Furthermore, the more granular, sandy soils can act like a "quick" condition, in which soil strength reduces to a very small magnitude when vibratory construction equipment traverses this soil, particularly if not properly dewatered. In additional to proper dewatering, care must be taken to cause as minimal disturbance as possible on sandy soils in the excavation. Failure to control any encountered groundwater could result in excavation collapse, excavation bottom heave, an unstable bottom and detrimental pipeline or structure settlement and deflections after backfilling. Groundwater levels should be maintained at two feet below the base of the excavation for the full term of construction. Protection of the open excavations should be provided during periods of moderate to heavy rainfall, as surface water will most likely channel and collect in the excavations. The water level should be lowered prior to excavating and should be maintained at this lowered level until the pipe trench/excavation is backfilled. In select areas, seepage may be controlled by means of collection ditches, sumps, and pumping. However, in the event that water infiltration rates are high, it may be necessary to install a more elaborate dewatering system. The design of any dewatering system required is the contractor's responsibility. 6.4 Soft/Loose Trench Bottom Conditions Soft or loose trench bottom conditions are unlikely where the trench bottom is situated in stiff to hard (soil basis) natural clay soils above the groundwater table, soft to moderately hard (rock basis) sandy shale, or hard to extremely hard (rock basis) tan and gray limestones; however, such conditions can exist in areas of possible fills or more granular materials as encountered in select borings. Control Report No. 103-23-486 CMJ ENGINEERING, INC. 18 of groundwater as discussed above is the key to avoiding an unstable trench bottom in more granular soils, as well as cohesive soils. Unstable trench bottoms are considered to be unsuitable for support of the proposed pipelines. Soft clays or loose sands and gravels could occur where groundwater is present. In any areas where unsuitable bearing materials are encountered at the planned invert elevation, the trench bottom can be prepared using the following method: • Under -cut to a suitable bearing subgrade and replace it with a structural compacted fill. The over -excavation should extend laterally a distance of at least 1 foot beyond the edges of the pipe, and then at least 1 foot laterally for every 1.5 feet of fill required beneath the pipe. The over -excavation backfill should be surrounded with a geotextile consisting of Mirafi 140N, Amoco ProPex 4545, or equivalent. The backfill should consist of a free -draining aggregate (i.e., sands, gravels, crushed limestone, or crushed concrete) approved by the geotechnical engineer. The backfill should be placed in maximum 9 -inch loose lifts and uniformly compacted to a minimum relative density of 65 percent as determined by test methods ASTM D4253 and D4254. 6.5 Pipe Installation Bedding To assure adequate base support for the pipe, it is recommended that bedding/embedment material be placed around the pipe, 6 inches below the pipe, and 12 inches above the pipe. If concern exists of native backfill above the embedment migrating into the more coarse embedment (and causing backfill settlement), a filter cloth is recommended at the embedment/native soil interface. The filter cloth should cover the entire interface and up through the sidewall a minimum of 1 foot. The filter cloth should be TenCate Geosynthetics Mirafi 140N or equivalent. Bedding material may consist of gravel/stone from 1" to No. 10 sieve size. Gravel should be consolidated upon placement by rodding or pneumatic vibration methods. Such methods should not cause harm or distress to the pipe. Controlled low -strength material (CLSM) may also be utilized as pipeline embedment as desired. The CLSM should meet the requirements of Item 401, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition, and consist of an "Excavatable" mix per Table 2 of the same specification, with a maximum 28 -day compressive strength ranging between 80 and 200 psi. 6.6 Trench Backfill Site excavated materials are generally considered suitable for use as backfill above the pipe bedding materials. All trench backfill should be free of deleterious materials. Use of rock fragments greater Report No. 103-23-486 CMJ ENGINEERING, INC. 19 than 4 inches in any dimension should be prohibited, since attaining a uniform moisture and density without voids would be difficult. Backfill should be compacted in maximum 9 -inch loose lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D698). The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self-propelled compactors. Care should be taken not to use loose granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material or backfill material is desired, a lean concrete or flowable (CLSM) concrete will limit water intrusion into the trench and will not require compaction after placement. Clay soils having a PI greater than 20 should be compacted at a moisture content ranging from 0 to +4 percentage points above the optimum moisture content. Granular soils having a PI less than 20 should be compacted at a moisture content ranging from -3 to +3 percentage points of the optimum moisture content. Jetting to compact the pipe backfill should not be allowed. In areas where settlement of the backfill must be closely controlled, the trench excavation should be backfilled with either cement stabilized sand or flowable concrete having a 28 -day compressive strength ranging between 80 and 200 psi. 6.7 Trench Backfill Settlement Settlement of the backfill soils should be anticipated. It is anticipated that properly compacted on - site clay fill soils will settle between about 1 and 2 percent of the fill thickness. For example, 10 feet of fill would be expected to settle on the order of 1.2 to 2.4 inches. The trench backfill could be over -built in order to reduce the potential for a surface depression along the trench centerline. We recommend the backfill be crowned. The centerline of the excavation should be over -built by one foot and sloped down to match grade at the edge of the excavation, as possible where site conditions allow. 6.8 Provisions to Reduce Backfill Settlement Field testing will be a critical element in controlling the compaction of the backfill to limit settlement. All trench backfilling in these critical areas shall include full-time observation of soil compaction by Report No. 103-23-486 CMJ ENGINEERING, INC. 20 an experienced geotechnician under the supervision of the geotechnical engineer. The contractor should provide protection for the testing/inspection personnel while working in the trenches, and shall move the protective shield/shoring such that areas to be tested are readily accessible. The compacted moisture/density of all backfill soils should be tested at a rate of one test per 100 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. In addition, to limit settlement potential where open graded crushed stone materials are used as pipe bedding materials, they should be topped with a suitable geotextile to limit the intrusion of fines into the crushed stone material, as previously discussed. 6.9 Bore/Tunnel Considerations The results of the exploration borings indicate the presence of possible fills, granular materials, zones of extremely hard sandstone seams and limestone strata, and groundwater seepage as discussed in Section 3.0. These conditions will complicate directional borings operations. The more granular strata can serve as conduits to direct water towards the bore excavation. Water seepage can decrease the stability of the bore/tunnel excavation and result in ground subsidence. Any zones of sands or gravel may experience cave-in due to the non -plastic nature of these materials (as observed in Boring B-5). Proper de -watering, as discussed above, is imperative for excavation stability. Otherwise, the stiff to hard clayey materials and underlying gray sandy shales are generally marginal to good materials for boring and tunneling. Boring with hardened rock teeth or coring equipment may be necessary in the very hard to extremely hard limestones and sandstones. Sandstone seams, layers, and boulders can occur at random in the Paluxy Formation. These sandstones tend to occur in more isolated zones but do pose a threat of difficulty in excavation and drilling. Pipe installment via jacking would be very difficult in the gray sandy shale, tan and gray limestones, or zones containing sandstone seams and layers. It is recommended that the bore/tunnel contractor be made aware of these conditions. A contractor experienced in tunneling in the DEW area should understand the ramifications of the above discussion. Report No. 103-23-486 21 CMJ ENGINEERING, INC. 7.0 ADDITIONAL DESIGN CONSIDERATIONS The following information has been assimilated after examination of numerous projects constructed in active soils throughout the area. It is presented here for your convenience. If these features are incorporated in the overall design of the project, the performance of the structures should be improved. • It is recommended that any step-down, below grade walls, etc. be provided with suitable dewatering devices to reduce accumulated water. • Special consideration should be given to completion items outside the building area, such as stairs, sidewalks, signs, etc. They should be adequately designed to sustain the potential vertical movements mentioned in the report. • Roof drainage should be collected by a system of gutters and downspouts and transmitted away from the structures where the water can drain away without entering the building subgrade. • Sidewalks should not be structurally connected to the building pad. They should be sloped away from the building so that water will drain away from the structures. • Every attempt should be made to limit the extreme wetting or drying of the subsurface soils since swelling and shrinkage will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from the foundation should be provided to carry off the run-off water both during and after construction. • Backfill for utility lines or along the perimeter beams should consist of on -site material so that they will be stable. If the backfill is too dense or too dry, swelling may form a mound along the ditch line. If the backfill is too loose or too wet, settlement may form a sink along the ditch line. Either case is undesirable since several inches of movement is possible and floor cracks are likely to result. The soils should be processed using the previously discussed compaction criteria. It is recommended that perimeter vegetation be placed 5+ feet away from the building. Any excavations for vegetation also should have their base sloped down and away from the building. • Irrigation systems should not be placed adjacent to the building or a perimeter sidewalk. Main piping should be outside these areas and should spray toward vegetation toward the building. • The floor slab placed at or below existing grades should be provided with a moisture barrier in order to prevent wet spots. Report No. 103-23-486 22 CMJ ENGINEERING, INC. 8.0 SEISMIC CONSIDERATIONS Based on the conditions encountered in the borings for the above referenced project the IBC -2021 site classification is TYPE C for seismic evaluation at the lift station site. 9.0 EARTHWORK 9.1 Site Preparation & Material Requirements The area should be stripped of vegetation, roots, old construction debris, and other organic material. It is estimated that the depth of stripping will be on the order of 6 to 8 inches. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. Fill materials should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on -site soils are suitable for use in site grading. Imported fill material should be clean soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. Excavated sandy shale or tan and gray limestones may be used for fill provided the material is crushed such that 50 percent passes the No. 4 sieve and no particles are larger than 4 inches in maximum Report No. 103-23-486 CMJ ENGINEERING, INC. 23 dimension. As the in -situ tan and gray limestones are hard to extremely hard, significant processing effort should be anticipated in order to utilize these materials as fill. All fill materials should be free of vegetation and debris. 9.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand - operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. General fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D698, Standard Proctor. Crushed stone should be compacted via three passes of a vibratory roller over a 6 -inch lift. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a narrower range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas, the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor Report No. 103-23-486 CMJ ENGINEERING, INC. 24 and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 9.3 General Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines, or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 9.4 Acceptance of Imported Fill Any soil imported from off -site sources should be tested for compliance with the recommendations for the application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off -site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. 9.5 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. Report No. 103-23-486 25 CMJ ENGINEERING, INC. 9.6 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 10.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 11.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on Report No. 103-23-486 CMJ ENGINEERING, INC. 26 samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to groundwater conditions, this report presents data on groundwater levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the groundwater table can occur with passage of time due to variations in rainfall, temperature, and other factors. Also, this report does not include quantitative information on rates of flow of groundwater into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Report No. 103-23-486 27 CMJ ENGINEERING, INC. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, groundwater or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Kimley-Horn and Associates, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 103-23-486 28 CMJ ENGINEERING, INC. PLAN OF BORINGS C Silver Creek Lift Station, Force Plate 11� Eil IY1'P111C- Main, and Gravity Main A I CMJ Project No. 103-23-486 Fort Worth, Texas Major Divisions Grp Typical Typical Names Laboratory Classification Criteria Well -graded gravels, gravel- O60 D 2 c w GW sand mixtures, little or no C = -- greater than 4: C�=------------between 1 and 3 010 D1° D6° T N O fines .(n x o U o U .N Poorly graded gravels, gravel .� E N - m U GP sand mixtures, little or no 71 U) U) (n Not meeting all gradation requirements for GW ITT) fines > o o o U o Z a o Silty gravels, gravel -sand -silt N �? : Liquid and Plastic limits "A" Liquid and plastic limits �, E GM mixtures > a) below line or P.I. plotting in hatched zone o z .N V) greater than 4 between 4 and 7 are m o N o .N borderline cases Liquid and Plastic limits 0 m > �' Clayey gravels, gravel -sand- N "A" requiring use of dual L Q, o Q C7 GC clay mixtures c ae @ Z c 'Z above line with P.I. symbols greater than 7 i °' .-. Well -graded sands, gravelly D60 -D30>Z o 0 _ : 4 sn @ E a) C : SW sands, little or no fines > > E Cl)D10 C"= ----- greater than 6: C�= ------------- between 1 and 3 D1° x D6° 0 U to (1)C o LO a) U m E c Poorly graded sands; o 0 U SP gravelly sands, little or no U Not meeting all gradation requirements for SW ` > o ai fines L a) coC- C T U _ O QN Liquid and Plastic limits o a, m c `a) o ° z °' 0SM Silty sands, sand -silt C °; cq below "A" line or P.I. less Liquid and plastic limits c E E mixtures 3 E a Q o o o than 4 plotting between 4 and 7 °' °' _ ° iE it are borderline cases Liquid and Plastic limits 000 S - requiring use of dual SC Clayey sands, sand -clay E' LD C ic above "A" line with P.I. symbols Q Q mixtures a> Q N m O greater than 7 0 U Inorganic silts and very fine sands, rock flour, silty or ML clayey fine sands, or clayey U C silts with slight plasticity > >.C ° Inorganic clays of low to 60 7 •N a CL medium plasticity, gravelly o u •E clays, sandy clays, silty 5 N " = clays, and lean clays O Z F0 L CH OL Organic silts and organic silty 4 x clays of low plasticity a w 30 :N o Inorganic silts, micaceous or `� LO MH diatomaceous fine sandy or OH a d MH dpi .E silty soils, elastic silts >, 2L-- O CL o a CH Inorganic clays of high 1 o @ 0' plasticity, fat clays E 'M/ o 7 MLaidOL Organic clays of medium to 0 o v , organicOH hi h lasticit silts g plasticity, 0 10 20 30 40 50 60 70 80 90 100 Liquid Limit .`� Pt Peat and other highly organic Plasticity Chart o<°n soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES ® m ® m o GRAVEL LEAN CLAY LIMESTONE • • • SAND • • • SANDY - SHALE •.S. • SILT SILTY SANDSTONE HIGHLY CLAYEY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf, Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained SOiIS (More than 50% Retained on No. 200 Sieve) Penetration ResistancE Descriptive Item Relative Density (blows/foot) 0to4 VeryLoose 0to20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. 103-23-486 Boring No. B-1 Project Silver Creek Lift Station, Force Main, and Gravity Main"� Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Seepage at 25' during drilling; water at 26' at completion Completion Depth 35.0' Completion Date 7-9-24 L -a E Surface Elevation 630.0 Type B-53, w/ CFA o w Q! o d Q' C mdH o CV O dU) JJ dJ 0--S :Nc 2 O J C LL Q.O 00E 0O Stratum Description 5 10 - - 15 20 -25 —30— 627.0 620.0 610.0 601.0 595.0 LIMESTONE GRAVEL, tan, w/ clay pockets, iron stains, and ironstone nodules (possible fill) 2 CLAY / SANDY SILTY CLAY, brown, w/ ironstone nodules, calcareous nodules, and calcareous deposits, hard - w/ gray below 7' 4.5+ 13 4.5+ 50 15 35 15 4.5+ 14 119 16810 4.5+ 14 SANDY SILTY CLAY, light brown and gray, w/ ironstone nodules, calcareous nodules, and calcareous deposits, hard 4.5+ 84 42 15 27 12 4.5+ 10 CLAY! SILTY CLAY, brown and gray, w/ ironstone nodules, calcareous nodules, and calcareous deposits, stiff 2.75 93 51 18 33 21 109 6170 SILTY SANDY CLAY, dark brown and gray, w/ iron seams and ironstone nodules, stiff - 2.5 22 1.75 21 LOG OF BORING NO. B-1 PLATE A.4 Project No. 103-23-486 Boring No. B-2 Project Silver Creek Lift Station, Force Main, and Gravity Main"� Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Seepage at 10' during drilling; water at 8' at completion Completion Depth 20.0' Completion Date 7-18-24 L -a E Surface Elevation 620.0 Type B-53, w/ CFA o C) w Q! o o d a' C mO-H o CV 0 O C/) JJ dJ 0--S :Nc 2 0 ZJ C LL Q.0 00E Ud Stratum Description 10 15 612.0 600.0 SANDY SILTY CLAY, light reddish brown, w/ iron seams, ironstone nodules, calcareous nodules, and gravel, hard grades light brown, w/ calcareous seams below 4' w/ limestone fragments below 6' 4.5+ 11 4.5+ 14 4.5+ 42 14 28 15 117 6990 4.5+ 10 :.....::. CEMENTED SAND, tan, light reddish brown, and gray, very dense 50/5" 50/3.75" 50/4" LOG OF BORING NO. B-2 PLATE A.5 Project No. 103-23-486 Boring No. B-3 Project Silver Creek Lift Station, Force Main, and Gravity Main"� .".. Nrrn v, rn.. Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Seepage at 17' during drilling; water at 12' at completion Completion Depth 25.0' Completion Date 7-18-24 r Surface Elevation 625.0 Type B-53, wl CFA o U Lu Of o Q C� af of N LL 3 c o a)cn mai- N .N N m> m.� acn o .5 '0 " O'E JJ o .(n m E a x CO 0 m -o a E c: O O 2U ui c� �J c LL N OO E c c o O 7)Ua Stratum Description 5 10 15 - - 20 25 617.0 610.0 604.0 600.0 SILTY CLAY, dark brown, w/ iron seams, ironstone nodules, and calcareous nodules, hard grades brown below 6' -27 4.5+ 11 4.5+ 14 4.5+ 48 17 31 15 4.5+ 16 116 13960 // SANDY SILTY CLAY, brown, w/ iron seams, ironstone nodules, and calcareous nodules, hard grades light brown, w/ calcareous seams below 13' 4.5+ 13 4.5+ 18 114 9320 SILTY SANDY CLAY, light brown, w/ calcareous seams, ironstone nodules, calcareous nodules, and gravel, stiff 2.0 63 36 13 23 16 :.. ..... SAND, tan and gray, w/ sandy clay seams and layers, medium dense ----------------------- LOG OF BORING NO. B-3 PLATE A.6 Project No. 103-23-486 Boring No. B-4 Project Silver Creek Lift Station, Force Main, and Gravity Main"� .".. Nrrn v� rn.. Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Seepage at 30' during drilling; water at 30' at completion Completion Depth 35.0' Completion Date 7-18-24 r o EE a Surface Elevation 635.0 Type B-53, wl CFA U w Of C� af of o 3 c o or/? mai- N N> m.j acn '0 " o -E JJ .N " m E �� in a� e -O a E .y c 00 2U y c� �J c LL oo.0 8 E c coo 7)Ua Stratum Description 5 10 15 20 25 30 634.0 600.0 CLAYEY SAND, light brown, w/ calcareous nodules and gravel 11 24 12 12 2 S .:. ....:.::...:..:. CEMENTED SAND, tan, very dense w/ gray layers below 27' 50/4.25" 50/4.5 " 50/4" 50/3.75" 50/4" 50/4.. LOG OF BORING NO. B-4 PLATE A.7 Project No. 103-23-486 Boring No. B-5 Project Silver Creek Lift Station, Force Main, and Gravity Main"� .".. Nrrn v, rn. Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Seepage at 37' with borehole cave-in at 2' and 3' during drilling; water at 27' at completion Completion Depth 45.0' Completion Date 7-18-24 r Surface Elevation 640.0 Type CME-55, wl CFA o U W Of o Q C� of N LL 3 c o a)cn mai- N .N N m> m.� acn o .5 '0 " O'E JJ o .(n m E a.. w 0 m -O a..E c: 2U ui 7_ c LL N 00 E c 7)Ua Stratum Description 5 10 15 20 25 30 35 4 0 45 639.0 630.0 595.0 SILTY CLAY, brown and gray, w/ limestone fragments, calcareous nodules, and calcareous deposits, hard (possible fill) -50/475 4.5+ 35 13 22 6 — . . .. LIMESTONE GRAVEL, brown, w/ clay seams (possible fill) -nave-in at 2' during drilling cave-in at 3' during drilling CEMENTED SAND, tan, very dense 50/4" 50/5.25" 50/4" 50/3.75" 0/4.125' 50/4.. LOG OF BORING NO. B-5 PLATE A.8 Project No. 103-23-486 Boring No. B-6 Project Silver Creek Lift Station, Force Main, and Gravity Main"� Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Seepage at 18' during drilling; water at 17' at completion Completion Depth 25.0' Completion Date 7-18-24 L� L 5 -a E ani Surface Elevation 620.0 Type CME-55, w/ CFA o U w o o d C 3 o O�? mO-H o CV 0 N> m.� O C/) �, �E JJ c H E dJ (n 0 m -O O S :N c 2U Z i C LL Q.O 00 E Ud Stratum Description 5 10 15 20 610.0 602.0 595.0 CLAY, dark brown and brown, w/ iron seams, ironstone nodules, and calcareous nodules, very stiff to hard w/ calcareous seams below 8' 4.5+ 9 4.5+ 61 16 45 15 4.0 15 117 9230 4.5+ 15 4.5+ 13 SILTY SANDY CLAY, brown and light brown, w/ calcareous seams, ironstone nodules, and calcareous nodules, hard w/ gray below 15' 4.5+ 61 38 13 25 12 122 9330 CEMENTED SAND, tan, very dense - extremely hard sandstone layer at 25' refusal at 25' due to extremely hard sandstone layer 50/5" 50/3.5" LOG OF BORING NO. B-6 PLATE A.9 Project No. 103-23-486 Boring No. B-7 Project Silver Creek Lift Station, Force Main, and Gravity Main"� Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Seepage at 16' during drilling; water at 14' at completion Completion Depth 25.0' Completion Date 7-9-24 L o -a EE Surface Elevation 605.0 Type CME-55, w/ CFA o w o d oC o 0�? mO-H o CV 0 m.� O C/) �E JJ c H E dJ w0 m-0 O S :Nc 2U Z i CL'- Q.0 00E Ud Stratum Description -5 -10 15 -20 592.0 580.0 CLAY, dark brown, w/ iron seams and ironstone nodules, hard - w/ calcareous nodules above 3' 4.5+ 13 4.5+ 16 4.5+ 16 4.5+ 17 4.5+ 70 16 54 18 4.5+ 18 4.5+ 18 109 9390 CLAY, brown, w/ iron seams and ironstone nodules, stiff to very stiff w/ calcareous nodules above 15' grades dark brown below 19' - 3.75 94 57 17 40 20 1.75 25 101 3200 2.75 21 LOG OF BORING NO. B-7 PLATE A.10 Project No. 103-23-486 Boring No. B-8 Project Silver Creek Lift Station, Force Main, and Gravity Main"� Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Seepage at 17' during drilling; water at 14' at completion Completion Depth 50.0' Completion Date 7-9-24 L -a E Surface Elevation 610.0 Type CME-55, w/ CFA o w o d C o O�? mO-H o CV 0 m.� O C/) �E JJ c H E dJ w0 m -O O S :Nc 2U ZJ C LL Q.O 00E DUO Stratum Description 10 15 20 25 30 35 40 45 50 602.0 577.0 560.0 CLAY / SILTY CLAY, dark brown, w/ iron seams, ironstone nodules, and calcareous nodules, hard grades reddish brown below 3' - grades light brown below 7' 4.5+ 11 4.5+ 11 4.5+ 13 4.5+ 17 111 10440 4.5+ 53 18 35 16 109 4.5+ 14 CEMENTED SAND, tan, very dense w/ gravel above 13' 6" thick extremely hard sandstone layer at 25' 50/5" 50/5" 50/4.5" 50/1.5" 50/4" __ - =-____ SANDY SHALE, gray, w/ sand seams and layers, soft to moderately hard - ----------------------- 100/7.5" 00/6.25' 100/4" -_____ 100/4" LOG OF BORING NO. B-8 PLATE A.11 Project No. 103-23-486 Boring No. B-9 Project Silver Creek Lift Station, Force Main, and Gravity Main"� .".. Nrrn v, rn.. Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Seepage at 17' during drilling; water at 18' at completion Completion Depth 25.0' Completion Date 7-9-24 r Surface Elevation 610.0 Type CME-55, w/ CFA o U W Of o Q C� o! of N LL 3 c o a)cn mai— N .N N m> m.� acn o .5 .. '0 " O'E JJ o = .(n m E a x CO 0 m -O a E c: 0 0 2U ui c� �J c LL N 00 E c c 0 0 7)Ua Stratum Description 5 10 15 20 -25- 608.0 592.0 585.0 SILTY CLAY, dark brown, w/ fractured limestone seams, iron seams, ironstone nodules, and calcareous nodules, hard 4.5+ 8 4.5+ 11 4.5+ 18 SILTY CLAY, dark brown, w/ iron seams, ironstone nodules, and calcareous nodules, very stiff to hard grades brown below 3' - grades light brown, w/ occasional calcareous seams below 7' 4.5+ 14 4.5+ 13 4.5+ 39 13 26 10 3.75 16 115 6490 3.75 17 114 6450 CLAYEY SAND, light reddish brown, w/ iron seams and ironstone nodules - 1.5 22 26 12 14 17 1.0 19 LOG OF BORING NO. B-9 PLATE A.12 Project No. 103-23-486 Boring No. B-10 Project Silver Creek Lift Station, Force Main, and Gravity Main"� Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Seepage at 16' during drilling; water at 13' at completion Completion Depth 25.0' Completion Date 7-10-24 L -a E Surface Elevation 655.0 Type CME-55, w/ CFA U w 0! o o d a' C L� mO-H o CV 0 dco o a_ JJ --.X dJ d E �oO :Nc 2U ZJ C LL Q.O QV 00E Ud Stratum Description 5 10 15 20 —25— 647.0 637.0 633.0 630.0 SILTY CLAY, dark brown, w/ iron seams, ironstone nodules, and occasional calcareous nodules, hard stiff to verystiff below 2' - brown, light reddish brown, and gray, w/ calcareous deposits below 7' 4.5+ 6 4.5+ 13 2.5 19 2.25 24 100 3300 3.5 21 2.75 38 13 25 17 SAND, tan and gray, lightly cemented, dense to very dense - w/ iron seams below 17' 49 50/5" CEMENTED SAND, tan, very dense 50/3.5" SAND, tan, dense - w/ sandy shale seams below 24 42 LOG OF BORING NO. B-10 PLATE A.13 Project No. 103-23-486 Boring No. B-1 1 Project Silver Creek Lift Station, Force Main, and Gravity Main"� Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 15.0' Completion Date 7-10-24 L o -a 1 Surface Elevation 690.0 Type CME-55, w/ CFA o U w o o d C 3 o O�? mO-H o C'4 0 N> co O C/) , O -E JJ �, m E dJ w 0 m -O O :N U ZJ C LL Q.O DUd Stratum Description 5 10 15 683.0 675.0 CLAY, dark brown, w/ iron seams, ironstone nodules, and calcareous nodules, hard -stiff below 4' 4.5+ 16 4.5+ 20 4.5+ 22 4.5+ 24 98 7660 2.5 74 21 53 29 SILTY CLAY, light brown, w/ iron seams, calcareous seams, ironstone nodules, and calcareous nodules, hard - grades light reddish brown below 9' w/ fractured limestone seams below 11 ----------------------- 4.5+ 19 113 7540 4.5+ 38 14 24 14 4.5+ 12 LOG OF BORING NO. B-11 PLATE A.14 Project No. 103-23-486 Boring No. B-11.1 Project Silver Creek Lift Station, Force Main, and Gravity Main 1v" .".. Nrrn v, rn.. Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 20.0' Completion Date 7-9-24 r o E Surface Elevation 695.0 Type B-53, wl CFA o U W af o Q C� of LL 3 c o a)cn mai— N .N m> m.� acn o '0 " O'E JJ o .(n m E a. x CO 0 m -O a E c: O O 2U ui c� 7J c LL N OO E c c o O 7)Ua Stratum Description 5 10 15 -20- 692.0 688.0 675.0 CLAY, dark brown, w/ iron seams and ironstone nodules, hard - w/ calcareous deposits and calcareous nodules below 2' 4.5+ 64 24 40 19 4.5+ 19 104 11490 4.5+ 18 LIMESTONE, tan, very hard 100/0.5" LIMESTONE, gray, very hard - ------------------------ 00/0.37" 100/0.5" 00/0.25' LOG OF BORING NO. B-11.1 PLATE A.15 Project No. 103-23-486 Boring No. B-12 Project Silver Creek Lift Station, Force Main, and Gravity Main"� .".. Nrrn v,.rn.. Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 7-10-24 r o EE a Surface Elevation 690.0 Type CME-55, wl CFA o U w Of o 0 (3 of of o �,�� 3 c o or/? mai- N N> m.j acn o '0 " o -E JJ o .N " m E o_� w a� e -O a..E .y c 00 2U y c� �J c LL N o.0 8E c coo 7)Ua Stratum Description 5 10 15 -20- -25- 689.0 679.0 665.0 LIMESTONE, tan, fractured, w/ clay seams 5 LIMESTONE, tan, w/ clay seams and layers, very hard to extremely hard w/ gray limestone seams and layers below 9' 00/0.25' 100/0" LIMESTONE, gray, very hard ----------------------- 100/0.5" 00/0.25' 00/0.62 " LOG OF BORING NO. B-12 PLATE A.16 Project No. 103-23-486 Boring No. B-12.1 Project Silver Creek Lift Station, Force Main, and Gravity Main 1v" .".. Nrrn v, rn.. Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 20.0' Completion Date 7-10-24 r o EE Surface Elevation 695.0 Type CME-55, wl CFA o U W Of o Q C� o! of o LL 3 c o a)cn mai— N .N N m> m.� acn o .5 .. '0 " O'E JJ o = .(n m E o_� x CO 0 m -O a E c: 0 0 2U ui c� �J c a N 00 E c c 0 0 7)Ua Stratum Description -5- - - 10 15 -20- 693.0 692.0 688.0 675.0 SILTY CLAY, dark brown, w/ iron seams, ironstone nodules, and calcareous nodules, hard 4.5+ 22 4.5+ 20 99 12890 SILTY CLAY, light brown, w/ fractured limestone seams, calcareous seams, and calcareous nodules, hard 4.5+ 10 00/1.75' LIMESTONE, tan, fractured, w/ clay seams and layers, hard LIMESTONE, gray, very hard 00/0.75' 00/0.75' 00/0.62 " LOG OF BORING NO. B-12.1 PLATE A.17 Project No. 103-23-486 Boring No. B-13 Project Silver Creek Lift Station, Force Main, and Gravity Main"� Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 15.0' Completion Date 7-9-24 L o -a E Surface Elevation 690.0 Type B-53, w/ CFA o U w 0! o o d Q' C mdH o CV 0 dU) a_ JJ --.X dJ d E �oO :Nc 2U J C LL Q.O N QV 00E Ud Stratum Description 5 10 15 689.0 683.0 675.0 CLAY, dark brown, w/ iron seams and ironstone nodules, hard 4.5+ 57 24 33 10 LIMESTONE, tan, very hard 00/0.l2" LIMESTONE, gray, very hard ----------------------- 00/0.25' 00/0.37 " LOG OFBORING NO. B-13 PLATE A.18 Project No. 103-23-486 Boring No. B-14 Project Silver Creek Lift Station, Force Main, and Gravity Main"� Silver Creek Road - Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 20.0' Completion Date 7-9-24 L -- E Surface Elevation 705.0 Type B-53, w/ CFA o U w o o d C �o��;a_ 3 o O�? mO-H o CV 0 N> m.� O C/) �E JJ •--.X cm E dJ w0 m -O O S :Nc 2 00 C LL Q.O QV 00E 0O Stratum Description 5 10 15 —20- 702.0 697.0 692.0 688.0 685.0 SILTY CLAY, dark brown, w/ iron seams, ironstone nodules, and calcareous nodules, hard 4.5+ 16 4.5+ 15 4.5+ 17 SILTY SANDY CLAY, light brown, w/ fractured limestone seams, calcareous deposits, ironstone nodules, and calcareous nodules, hard 4.5+ 14 112 4.5+ 47 42 14 28 11 120 4190 SHALY CLAY, light reddish brown and gray, w/ iron seams and ironstone nodules, blocky, stiff 2.5 83 22 61 27 99 3450 � ILI ___________ LIMESTONE, tan, very hard _ __ 00/0.37" LIMESTONE, gray, very hard - ----------------------- 100/0.5" LOG OFBORING NO. B-14 PLATE A.19 Partic'e Sizei ri i 00 G C C C .C C 0 N 0 y0 0 0 f 100 I IIIH 1 IT 1 I 1 1 1 1 1 I I i I II 90 1 1 1 1 1 I I t 1 1 1 1 I I 1 1 1 1 1 f 1 f 1 1 1 1 8C-- I I I' 1 1 II I II I I I I 1 1 1 1 1 I I I I I I 70 1 1 II II 1 II 1 I W 60 II II I I I III z I 1 1 1 1 1 I' I Iii I 1 1 1 1 1 1 I Z 50 I 1 1 1 1 I i I I 1 1 1 I I I II I I I III 0- a. 40 I I II II I I I' I I I I I II I II I I III ---- 30 II I II I 1 1 1 1 1 II II I II I I 20 I II II I I I I II II I I 1 I 10 I II I II I I 1 1 1 1 1 0 I I II I 11 I 1 1' 1 1 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. %o Gravel % Sand % Fines %+3" Coarse Fine oars Medium Fine Silt Clay O 0.0 0.0 0.0 0.1 0.5 6.9 48.5 44.0 LL PL 085 D60 D50 D30 D15 010 Cc Cu O 51 18 0.0564 0.0191 0.0083 MATERIAL DESCRIPTION TEST DATE USCS NM O CH Project No. 103-23-486 Client: Kimley-Horn & Associates Remarks: Project: Silver CreekLS, FM & GM - Silver Creels Rd. - FW, TX o Depth: 24-25 Sample Number: B-1 CMJ ENGINEERING, INC. . PLATE A20 Fort Worth Texas Particle ize Distributi G C C C C o O o O N M O CDO d" m c7 N 100 I I I I 11111111 I I I I I I I I11111111 1 1 1 1 90 I I II I 80 I I I I I f l I I I 1 1 1 I I I I I I I I II II 1 I I I 70 I III II I I l i I I 1 1 1 1 1 1 I f 1 I II W 60 Z L I 11111 I III L. 1 I III I i I I l i Z 50 I II II I I I U I f l l I II II I I 40 I 1 II I II 1 I I i l I II 1 II 1 1 I f 30' I I II II I I III I I I I I f I III 20 I II l Ii 1 1 1 1 I I II II I I# 1 1 I 10 I f I I 1 l I I I Ill 0 I L 1 1 1 1 I I I 1 1 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. Gravel % Sand % Fines +3" Coarse Fine oars Medium Fine Silt Clay O 0.0 0.0 3.3 4.0 12.3 17.4 36.6 26.4 LL PL D85 D60 050 D30 D15 D10 Cc Cu O 36 13 0.6771 0.0648 0.0439 0,0071 MATERIAL DESCRIPTION TEST DATE USCS NM o CL Project No. 103-23-486 Client: Kimley-Horn & Associates Remarks: Project: Silver Creek LS, FM & GM - Silver Creek Rd. - FW, TX o Depth: 18-20 Sample Number: B-3 CMJ ENGINEERING, INC. PLATE A.21 Fort Worth Texas ParticOe SizeDistribution o00 (o co N \ , n \ # 4t4t ' 100 I I I II I I I I I I II I I I l 90--- I III II I I I III I I 1 1 I II I I I I I 80 I 1 1 1 1 I I i I 70 I I II 1 II L II I II I II 1 W 60 z I I II f 1 I I II i I I I I I i-- 50-- W 1 I I I I I I I f l 1 W 40 I I I 1 1 1 1 I I I I 30 I I I I II I II II I I I I 20 I III II I I f 1 I I I I I 10 I L 1 1 1 1 1 I I III 0 I I 1 1 1 1 1 I I I d 100 10 1 0.1 0.01 0.001 GRAIN SIZE mm. % Gravel % Sand % Fines +3" Coarse Fine oars Medium Fine Silt Clay O 0.0 0.0 0.0 0.8 1.2 4.3 37.3 56.4 LL PL D85 D60 D50 O30 O15 010 Cc Cu O 57 17 0.0362 0.0059 0.0036 MATERIAL DESCRIPTION TEST DATE USCS NM O CH Project No. 103-23-486 Client: Kimley-Horn & Associates Remarks: Project: Silver Creek LS, FM & GM - Silver Creek Rd. - FW, TX o Depth: 14-15 Sample Number: B-7 CMJ ENGINEERING, INC. PLATE k22 Fort Worth, Texas Partice Size I ri tl C C 000 C C C �n C C C O Nt N 0 y0 0 0 t N [o M N r r \ # Xk ik xk ik 100 I I I I f I I I I I 1 1 1 1 1 I I I 90 I I I I I I II I 1 1 1 1 1 1 80 I 1 1 1 1 1 I I I I h 1 1 1 1 1 I 1 1 I I 70 I I I I I I I I 1 I I I I I I I I I I I 1 I ( 1 1 1 1 60-- z 1 I 11111 I I I' I I I '-i.- I I 1 1 1 1 1 I I I I 1 50 U 0 W I I I I 1 h 1 1 1 1 1 I 1 I I I III 40 I I I I I I I L 30 I I V I I I I I I I I I 1 1 1 1 1 1 I I 20 I 1 1 1 II I 1 I I I l 1 II 1 II 11 i l 1 t0 I I I I III I I II 1 II I III 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % Gravel % Sand % Fines +3" Coarse Fine oars Medium Fine Silt Clay O' 0.0 0.0 0.1 0,0 1.2 76.5 18.4 3,8 LL PL D85 D60 D50 D30 D15 D10 Cc Cu O 26 12 0.3268 0,2222 0.1891 0.1139 0.0563 0,0466 1.25 4.77 MATERIAL DESCRIPTION TEST DATE USCS NM O SC Project No. 103-23-486 Client: Kiraley-Horn & Associates Remarks: Project: Silver Creek LS, FM & GM - Silver Creek Rd. - FW, TX o Depth: 19-20 Sample Number: B-9 CMJ ENGINEERING, INC. PLATE A.23 Fort Worth, Texas FREE SWELL TEST RESULTS Project: Silver Creek Lift Station, Force Main, and Gravity Main Silver Creek Road — Fort Worth, Texas Project No.: 103-23-486 Depth Liquid Plastic Plasticity Moisture Percent Boring Interval Sample Limit Limit Index Content % Swell No. (ft) Description o (%) LL PL PI Initial Final B-8 4-5 Clay / Silty 53 18 35 16.0 20.6 2.8 Free swell tests performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.24 GC -6.06 D — Small Business Utilization Form THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 C, E EC 0 o o U! ~ •p O C) m � � C N U) C, 3 W A m 0 - E U W z_ N &2 corn J ❑ C) z O � A a O U a Q m L _ 7 (V Y J L (n C = U cc N CO 0 w >v z z 0 LU CLi C) G Q L :Q LL Z V a Z U V H iii A �m20 O� d X Ea a.m0a azm o.cam L Qu V � b �6J a) r L U u a) z z a a A A w �} i--1 ® ❑ U �l C cci fA p 0. v a U)) Z U c Z Qj a) '- 'kA a o •a ti U a N pU g 7 > M C1 a❑� s� v � u, 0 o��C oz a C F H c Z C C 0 lo 0 E U C4 J CC 0 Fl, U] '' ((� C E I aJ U o C) O U a C7 cfl p p C N '� z J C r - fII o =x 0) M 0 E o � a U Q ci �x ' F' (0 co x C U0 c!1 © N I, r G t!) 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Cl C C y — D O 0 U) Ca z C3� C 3 o E CY) Z Q N w O � tiN CL 0 © .� p 00 vo W 0 Ca d U1 n o ai I—_ CC C 0 0)U iC+ a 0) 0) toy U (n d U ca U O> N 4•, N > C co 0 o w a co r 4., yr •ili 0 0 Q o t- U LLO Q V U) C > Certification: View Certification List l Submit Change Request View Letters & Certificates [Add Date Alert Vendor Information BUSINESS NAME SYSTEM VENDOR NUMBER PRIMARY OWNER'S NAME ETHNIC GROUP GENDER Certification Information CERTIFYING AGENCY CERTIFICATION TYPE EFFECTIVE DATE RENEWAL DATE Contact Information MAIN COMPANY EMAIL MAIN PHONE MAIN COMPANY WEBSITE Addresses PHYSICAL ADDRESS MAILING ADDRESS Business Capabilities BCAC Underground LLC 20658500 Mr Benjamin Goodall Caucasian Male Texas Department of Transportation SBE - Small Business Enterprise 5/27/2025 5/31/2028 ben@bcacunderground.com 817-492-1504 http://www.bcacunderground.com 5000 airport freeway Haltom City, TX 76087 mapJ 7500 Rosewood St Fort Worth, TX 76116 map] BUSINESS CERTIFIED FOR FULL DESCRIPTION OF CAPABILITIES/PRODUCTS COMMODITY CODES Utility line (i.e., sewer, water), construction Utility line (i.e., communication, electric power), construction Utility line (i.e., sewer, water), construction Utility line (i.e., communication, electric power), construction NAICS 237110 Utility line (i.e., sewer, water), construction (More) NAICS 237130 Utility line (i.e., communication, electric power), construction More) TxDOT 15 Underground and Utility Work - includes PVC pipe, underground conduit, utility telephone lines, etc. Owner Ethnicity and Gender ETHNIC GROUP Caucasian GENDER Male STATE ETHNIC GROUP Location and Work Districts/Regions COUNTY Tarrant (TX) STATEWIDE WORK AREA No WORK DISTRICTS/REGIONS Dallas Fort Worth Additional Information Letters & Certificates View Letter Type Viewed In Format Date Sent System By Vendor View TxDOT SBE Certification - Application Approved Email 5/27/2025 ' FCertification List 1 This profile was generated on 12/11/2025 Customer Support Home I Print This Page I PrintTo PDF I Translate Copyright rJ 2025 B2Gnow. All rights reserved. v Powered by B2Gnow Small Business Enterprise (SBE) C. Green Scaping, LP C. Green Scaping, LP has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 236220: COMMERCIAL AND INSTITUTIONAL BUILDING CONSTRUCTION This Certification commences February 4, 2026 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: February 4, 2028 Issued Date: February 4, 2026 CERTIFICATION NO. HFSB07457N0228 Certification Administrator Small Business Enterprise -Plus (SBE-Plus) Nexas Supply LLC Nexas Supply LLC has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise -Plus (SBE-Plus) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 23731: HIGHWAY, STREET, AND BRIDGE CONSTRUCTION This Certification commences March 5, 2026 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: March 31, 2028 Issued Date: March 5, 2026 CERTIFICATION NO. WFSB49791Y0328 Certification Administrator NCT6CA Small Business Enterprise (SBE) Reliant Haulers LLC DBA Julian Gonzalez Reliant Haulers LLC DBA Julian Gonzalez has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 484220: GRAVEL HAULING, LOCAL NAICS 484220: TOP -SOIL HAULING, LOCAL This Certification commences March 9, 2026 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: March 31, 2028 Issued Date: March 9, 2026 CERTIFICATION NO. HMSB87728N0826 Certification Administrator GC -6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice (Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer (Miscellaneous) $ 13.00 Metal Installer Helper (Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC -6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 D225070037 04/22/2025 09:27 AM Page: 1 of 8 Fee: $48.00 Submitter: Oncor Transmission Engineering- ROW Electronically Recorded by Tarrant County Clerk in Official Public Records - MARY LOUISE NICHOLSON COUNTY CLERK Eagle Mountain - Calmont 138 KV line E-14464 2025-4376CW ENCROACHMENT ON EASEMENT WHEREAS, Oncor Electric Delivery Company LLC ("Oncor"), is the owner of an easement in Tarrant County, Texas, which is recorded under Volume 2205, Page 95 of the Deed Records of Tarrant County, Texas ("Easement"); and WHEREAS, The City of Fort Worth, ("User"), desires permission to construct, operate and maintain a thirty -inch (30") sanitary sewer line crossing ("Encroaching Facility") within the area or boundaries of the Easement ("Easement Area"). NOW, THEREFORE, in consideration of the mutual covenants contained herein and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Oncor and User do hereby agree as follows: 1. Location of Encroaching Facility. User may locate the Encroaching Facility in the Easement Area, but only as described and shown on the attached drawing marked Exhibit "A", incorporated herein. User may not relocate the Encroaching Facility within the Easement Area without the consent and approval of Oncor, which consent and approval shall be at Oncor's sole discretion. User acknowledges and agrees that Oncor holds easement rights on the Easement Area; therefore, User shall obtain whatever rights and permission, other than Oncor's, that are necessary. 2. Restrictions on Use of Easement Area. User shall use only so much of the Easement Area as may be necessary to construct, maintain, operate and repair the Encroaching Facility. User shall, at its own cost and expense, comply with all applicable laws, including but not limited to existing zoning ordinances, governmental rules and regulations enacted or promulgated by any governmental authority and shall promptly execute and fulfill all orders and requirements imposed by such governmental authorities for the correction, prevention and abatement of nuisances in or upon or connected with said Encroaching Facility. At the conclusion of any construction, User shall remove all debris and other materials from the Easement Area and restore the Easement Area to the same condition it was in prior to the commencement of User's construction thereon or in proximity thereto. User shall not place trash dumpsters, toxic substances or flammable material in the Easement Area. Further, if the Easement Area has transmission or distribution facilities located thereon, User shall not place upon the Easement Area any improvements, including but not limited to, buildings, light standards, fences (excluding barriers installed around transmission towers), shrubs, trees or signs unless approved in advance in writing by Oncor. Additional general construction limitations on encroachments are described and listed in Exhibit "B", attached hereto and by reference made a part hereof. 3. Maintenance of Encroaching Facility. User, at User's sole expense, shall maintain and operate the Encroaching Facility. Oncor will not be responsible for any costs of construction, reconstruction, operation, maintenance or removal of User's Encroaching Facility. User shall be liable for any and all taxes and fees assessed by cities or other taxing authorities related to User's Encroaching Facility or User's other allowed improvements being located on the Easement Area, Encroachment on Easement Page 1 of 8 D225070037 Page 2 of 8 including, but not limited to, the assessment of any storm water fees. 4. Risk and Liability. User assumes all risks and liability resulting or arising from or relating to User's use, the existing condition or location, or existing state of maintenance, repair or operation of the Easement Area. It is further agreed that Oncor shall not be liable for any damage to the Encroaching Facility as a result of Oncor's use or enjoyment of its Easement. Any Oncor property damaged or destroyed by User or its agents, employees, invitees, contractors or subcontractors shall be repaired or replaced by Oncor at User's expense and payment is due upon User's receipt of an invoice from Oncor. 5. Indemnification. User, to the extent allowable by Texas law, agrees to defend, indemnify and hold harmless Oncor, its officers, agents and employees, from and against any and all claims, demands, causes of action, loss, damage, liabilities, costs and expenses (including attorney's fees and court costs) of any and every kind or character, known or unknown, fixed or contingent, for personal injury (including death), property damage or other harm for which recovery of damages is sought or suffered by any person or persons that may arise out of, or be occasioned by, the negligence, misconduct or omission of User, its officers, agents, associates, employees, contractors, subcontractors, subconsultants, or any other person entering onto the Easement Area or may arise out of or be occasioned by the use of the Encroaching Facility, except that the indemnity provided for in this paragraph shall not apply to any liability resulting from the sole negligence of Oncor, its officers, agents, or employees or separate contractors, and in the event of joint and concurrent negligence of both Oncor and User, responsibility and indemnity, if any, shall be apportioned comparatively in accordance with the laws of the State of Texas. Nothing contained herein shall ever be construed so as to require User to assess, levy and collect any tax to fund its obligations under this paragraph. Article XI Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the interest on the debt and provides a sinking fund. User has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. 6. High Voltage Restrictions. Use of draglines or other boom -type equipment in connection with any work to be performed on the Easement Area by User, its employees, agents, invitees, contractors or subcontractors must comply with Chapter 752, Texas Health and Safety Code, the National Electric Safety Code and any other applicable safety or clearance requirements. Notwithstanding anything to the contrary herein, in no event shall any equipment be within fifteen (15) feet of the Oncor 138,000 volt or less power lines or within twenty (20) feet of the Oncor 345,000 volt power lines situated on the aforesaid property. User must obtain Oncor's approval and notify the Region Transmission Department at 817-496-2736, 48 hours prior to the use of any boom -type equipment on the Easement Area. 7. Relocation of Facilities. User shall not place its facility within 25 feet of any pole or tower leg. User agrees that in the event that Oncor determines that User's Facility interferes with Oncor's facilities, User will relocate User's Facility at User's expense. User will be entitled to relocate User's Facility on the encroachment area granted hereunder if reasonably possible without further interference with Oncor's facilities. If User's Facility cannot be relocated on the encroachment area, then, if reasonably possible, Oncor agrees to grant User an encroachment near the encroachment granted hereunder so that User's facility can continue to operate as originally intended. 8. Default and Termination. It is understood and agreed that, in case of default by User or its agents in any of the terms and conditions herein stated and such default continues for a period of thirty (30) days after Oncor notifies User of such default in writing, Oncor may at its election forthwith terminate this agreement and upon such termination all of User's rights hereunder shall Encroachment on Easement Page 2 of 8 D225070037 Page 3 of 8 cease and come to an end. This agreement shall also terminate upon the abandonment of the Encroaching Facility. This agreement shall extend to and be binding upon User and its successors and assigns, and is not to be interpreted as a waiver of any rights held by Oncor under its Easement. Executed this it day of i.% 2025. APPROVAL: Oncor Electric Delivery Company LLC Attorney -In -Fact STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared .TOf7 7 / iOW 'j'S , as Attorney -In -Fact of Oncor Electric Delivery Company LLC, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed, in the capacity therein stated and he is authorized to do so. GIVEN UNDER MY HAND AND SEAL OF OFFICE this/7day of A. D. 2025. Tracy Mitcholt My Co4/2712027 xplrss Notary ID 11882210 Notary Publ' n and for the State of Texas Encroachment on Easement Page 3 of 8 D225070037 Page 4 of 8 ACCEPTANCE: The City of Fort Worth By: ' / lu:..a � ";JL51. I j , Name: �I � cl4i,i �:� vU,i Approved as to Form and Legality By: Name: Matthew Murray Title: 1VO t �i �?I ie, i--1%c'c 4( Title: Assistant City Attorney STATE OF TEXAS § COUNTY OF TARRANT § IEFOI,ME, the undersigned authority, on this day personally . appeared 1,as the t)) t 1 I�1c ii(trrt,c 1'il' j>h r'c`fi of the City of Fort Worth, known to me to be the person whbse nthne is sutscnbed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, in the capacity therein stated and he/she is authorized to do so. GIVE UNDER MY HAND AND SEAL OF OFFICE this I I day of , A. D. 2025. ,*"" •�. ANDREA MdNT0SH Notary Public in and for the State of Texas :° Notary T State of Tq= of+P Notary ID #11862423 Commission Exp. 0CT.10, 2027 After Recording, Return To: Oncor Electric Delivery Company LLC Right of Way Services Attn: Laura DeLaPaz 777 Main St, Suite 707 Ft. Worth, Texas 76102 Encroachment on Easement Page 4 of 8 D225070037 Page 5 of 8 e bb g yV a bzge �1$dasys3 — q` geg �J p �a lie'5g 1�Q tt t Yt , E1 xA7t,.�37iR EgJe 3 X €h Gp 5e�n~SBSp� �jQIIa gJaJ DE §q KGs cc �� Jah JP 3J M [ag`�` gJ11b1a1YY'Qii�l J��h h4 p�js�r 6'a, �Cie'3 e�i4�6 $$ aj a. �+�aajddlye s e€ 2 ab a W■�a ' �y 3 3 .. iQ $ttghg $�jr 6 `€g.t 5Pa� lf�h age �@ �!llr ��` Qgk� 'p��5 ai3a 33 N N � ea rwr W Rl t1 E59 C -n iii x [!1I 5= �¢ fl e O z o W = r 0 0= E! ■■�gW■m■■11■1nWM■mgmq//M ■■ qn1■M1■■■■W1■■■■■■■■Mgnlnu■■M 1nq■■■■■■■■■/mn q■q■qqq■■■ uqM 1qn■■q■■■■f �7'=�t7E� ■qq W■■n■q qq■ qW ■M1n��,�rayl'/R-cl`�11:r1�+aO■■■gggq■qq■ ■■mgmgr■t nn uM■m88mnM1w�� n ■■/■■■m■q■nmq =nnnaMl■m■on :::n':■.::::emu■:: .CCn:::4:::iin is■ii■gtmt■i�iiiiitii�■i■n■■■nuigniu a ■Mqn■■/Mm■II■■M■■nq/■MgnW 0000■ •u.W■i.m■li ■■■n1■u■M■nmm■M •gOn01.11MO i1 ME ■•ID1n■■■■■■o n1M■EMOS ■■ i�fiuiii� ■■ u■u i■■U Nam SOMMI iva i■u1g811M1i ui niq�nmi8mm ■1iu ■nq■/■u i u■nq______ o••n=n u :off i u M■nm11 knxWMgg■qqq�■qq •u u ■M■#■I1q■■/ q rr�t■■■■MMMu ■Mm ■■■nn�N1�11�� Fff�q■■■q■■■q•U •1CM■■■Mn■nm■n 0000■q■nn■■11 ■■■■■■n■q■11 rNs-u■/u■■■■un■■■ I1id LUZZ/■■■■■■■■■■■■■■■■ 3:i.IM■■■■■■■■■■■■■■■■ •■■n■■n■ n■■0/11q 11M■/■gn■■■■■■■■M■■■1 •8/1■u■u■M■■11 - IIMm■■■■■n■■■■■■■■■■ u■■/■■■ •e■■■u■M■n■///■ ' If■■■1gq■■■ 0801■■■/Mn■■■■1 1■■■■M■■■m■■■■■■■■■■■■ ' 1■Wgnm■1g1m •■mgglqm■ ■■q u ui■In• J/■1/q■■mgm■■m ■■■■n■1111m■ qt1■■1Mq■■11■■■q1■na1 mom u 111/0 /! !� �. ui o.......q■■ ■r.1n■■■1lHacp�Cp�nv±rvwv�� q■ ■ FM u ■ II N1■■ ? 1 ■ ql t■ mq ■■m ■■q■ 1n ■ ■q■M■n r1■■■l umn■■■q■■n■■■■■ WOMEN m is■q■■m/■M■M1OMngY�MWV AWROM14Mg■M■Mgil■Mqq■■■■VOI.X �■nw �R'9Z�1 IN WuLfIHIt■■1WMI■■■gMM1■■i. y -i r'1^ ■q ng111m■iiii mmgnnM Wtilif' L. 1n■■q■i1■■■■n11■nlA■m®■q/■■■ u 1Mm■ ■ •nggq■■1t1■1n1■InMq ■mnn■m■■■munllm■ 111 /1 1Mq ng11 8=M 1 MMI MI mnmq■mM ■qm MOMngMqm■i i . uumn®mo■ g11�1R'!mq/■/mqq//■ •11M■ll■m■■ Mq•M/Mnuq■■■■MINI1 m m■■m■/■■M �■■■u■■nug■■■RI;C 111SESOMMM"M ■■1M■uN tilll■q■qumgE M ■■■■■E■IETt-13n■q■■■M■Mq■gMM 10q■u■a■q■■Mnl-rrf �ngmM■W ■■■/S ■11■111a1 M■■ne ■e mm/ •M■■MM■r,/■■■■■■In1 luim•uu umM■u■ ■1M1n11111■■■■M111111M■1■■q■■■■■m■■111 W■■ •■W■MiM/W■■■r111M■qqq■q■/W ■m grM■g■■■1 11 ■I �■�1■11M■nm■■u■m■1 •IMMMMAiiii■iiiiiiiuiii■u■••• •uiiiiiiii ■■■1114■000■■1/1 ■■■m■■■■M■■■■■■■■ E E:8:9:99EE:8::EEME Au1■m•1•t•uvuu•■•u� ■•vFt■ W••.■•i11.1 ■■q M■n■■■■■/■q■■ W■/qq■q■■■■■■■ qW n■/■■■mmq■W■gm■W■■q/� Exhibit "A" x� 8 z 11 8I z� Encroachment on Easement Page 5 of 8 D225070037 Page 6 of 8 LIMITATIONS ON Oncor ELECTRIC DELIVERY COMPANY RIGHT OF WAY EXHIBIT "B" 1. You are notified, and should advise your employees, representatives, agents, and contractors, who enter the property that they will be working in the vicinity of high voltage electrical facilities and should take proper precautions, included but not limited to the following stipulations and in compliance, at all times, with Chapter 752, V.T.C.A., Health & Safety Code. 2. Blasting is not to be permitted on Oncor right-of-way or under Oncor lines. 3. Construction on electric transmission line easements acquired by Oncor after January 1, 2003 shall comply with the requirements of Public Utility Commission Substantive Rules §25.101, as amended from time to time. 4. No crossing less than 45 degrees to the centerline of the right-of-way. 5. Grading will be done in order to leave the right-of-way as near as possible to present condition. Spoil dirt will be removed from the right-of-way and no trash is to be left on right-of-way. Slopes shall be graded so that trucks can go down the right-of-way when required and such that the slopes can be mechanically maintained. 6. Equipment and materials will not be stored on the right-of-way during construction without written approval of the Supervisor of Regional Transmission. 7. Street or road crossings are to be based on drawings submitted. Any change in alignment or elevation will be resubmitted for approval. 8. No signs, lights or guard lights will be permitted on the right-of-way. 9. Power line safety equipment operations: hazard assessment and precautions inside the work zone area must be performed and in compliance with OSHA Standard §1926.1408 at all times. Equipment shall not be placed within fifteen (15) feet of the Oncor 138,000 volt or less power lines or within twenty (20) feet of the Oncor 345,000 volt power lines. 10. Any pre -approved fencing will not exceed eight (8) feet in height, and if metal in nature, will be Encroachment on Easement Page 6 of 8 D225070037 Page 7 of 8 grounded, at ten (10) feet intervals, with an appropriate driven ground. Gates should be at least sixteen (16) feet in width to allow Oncor access to the right-of-way. 11. No dumpsters will be allowed on Oncor right-of-way or fee owned property. 12. Draglines will not be used under the line or on Oncor right-of-way. 13. The existing grade shall not be disturbed, excavated or filled within 25 feet of the nearest edge of any Oncor transmission structure (tower, pole, guy wire, etc...). 14. Right-of-way will be protected from washing and erosion by Oncor approved method before any permits are granted. No discharging of water will be allowed within any portion of the right of way. Drainage facilitation will not be allowed to discharge into/onto Oncor right-of-way. 15. No obstruction shall be installed on the right-of-way that would interfere with access to Oncor structures or prevent mechanical maintenance. 16. Before any work is done under Oncor lines or by Oncor structures notify the Region Transmission Department, 817-496-2736. 17. No hazardous materials will be stored on the right of way. 18. For purposes of this document, "Hazardous Materials" means and includes those substances, including, without limitation, asbestos -containing material containing more than one percent (1%) asbestos by weight, or the group of organic compounds known as polychlorinated biphenyls, flammable explosives, radioactive materials, chemicals known to cause cancer or reproductive toxicity and includes any items included in the definition of hazardous or toxic waste, materials or substances under any Hazardous Material Law. "Hazardous Material Laws" collectively means and includes any present and future local, state and federal law relating to the environment and environmental conditions including, without limitation, the Resource Conservation and Recovery Act of 1976 ("RCRA"), 42 U.S.C. §6901 et sec ., the Comprehensive Environmental Response, Compensation and Liability Act of 1980, ("CERCLA"), 42 U.S.C. §§9601-9657, as amended by the Superfund Amendments and Reauthorization Act of 1986 ("SARA"), the Hazardous Material Transportation Act, 49 U.S.C. §6901 et sec ., the Federal Water Pollution Control Act, 33 U.S.C. §1251, et sec ., the Clean Air Encroachment on Easement Page 7 of 8 D225070037 Page 8 of 8 Act, 42 U.S.C. §741 et sec ., the Clean Water Act, 33 U.S.C. §7401 et sec ., the Toxic Substances Control Act, 15 U.S.C. §§2601-2629, the Safe Drinking Water Act, 42 U.S.C. §§300f -330j, and all the regulations, orders, and decrees now or hereafter promulgated thereunder. 19. Brush and cut timber is not to be piled or stacked on Oncor right-of-way nor is it allowed to be burned upon or in close proximity to the conductors or towers. 20. No structures or obstructions, such as buildings, garages, barns, sheds, swimming pools, playground equipment, guard houses, etc., will be permitted on the right-of-way. 21. Landscaping on Oncor right-of-way is permitted when Oncor approves landscaping plans in writing. No lighting or sprinkler systems are allowed on the right-of-way. 22. No park or park designation will be permitted on the right-of-way. 23. Gas Pipeline Protective Barrier; Grantee, at Grantee's sole expense, shall provide one of the following protective barriers; 1) a concrete protective barrier between the surface and the pipe that is a minimum of one (1) foot thick by one (1) foot wide, if pipe is wider than one (1) foot, then width of pipe, with the top of the concrete barrier to be at least one (1) foot below the surface or final grade, 2) construct the gas pipeline inside of a proper protective steel casing, 3) where electric facilities are located above ground, install the pipeline a minimum of ten (10) feet below the ground surface, or 4) where electric facilities are located below ground, install the pipeline at a depth that provides for a minimum of a ten (10) foot clearance between the pipeline and the underground electric facilities. 24. No fire hydrants or manholes will be permitted within the right-of-way. 25. Any drainage feature that allows water to pond, causes erosion, directs stormwater toward the right-of-way or limits access to or around Oncor's facilities is prohibited. Drainage facilitation will not be allowed to discharge into/onto Oncor right-of-way. 26. No boring pits or other type of pits will be permitted within the right-of-way. Encroachment on Easement Page 8 of 8 D225050022 03/25/2025 10:38 AM Page: 1 of 13 Fee: $68.00 Submitter: Oncor Transmission Engineering- ROW Electronically Recorded by Tarrant County Clerk in Official Public Records - MARY LOUISE NICHOLSON COUNTY CLERK Eagle Mountain — Calmont 138 KV Line D-1073 2024-6060CW EASEMENT AND RIGHT OF WAY 3°t 3Sf STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § That ONCOR ELECTRIC DELIVERY COMPANY LLC, a Delaware limited liability company, hereinafter referred to as Grantor, for and in consideration of TEN AND NO/1 00 DOLLARS ($10.00), and other good and valuable consideration to it in hand paid by the City of Fort Worth, a Texas Municipal Corporation, hereinafter referred to as Grantee, has granted, sold and conveyed and by these presents does hereby grant, sell and convey unto said Grantee two (2) nonexclusive easement and right of ways for the purpose of constructing, reconstructing, replacing, maintaining and operating one sixteen inch (16") waterline and one twenty-four inch (24") sanitary sewer force main crossing hereinafter referred to as Grantee's Facility, in, over, under, across and along the property described and shown on the attached Exhibit "A", and Exhibit "B" SEE ATTACHED EXHIBITS There is also granted to Grantee, its successors or assigns, a nonexclusive easement to use only so muqh of Grantor's adjoining land during temporary periods, as may be necessary for the construction, maintenance, and repair of said Grantee's Facility as shown on Exhibit "C". Such use shall not interfere with Grantor's use of such property in the operation of its business and Grantee shall properly maintain such property during construction and at the conclusion of such construction remove all construction debris and other materials from such property and restore such property to the same condition it was in prior to the commencement of Grantee's construction thereon or in proximity thereto. Additional general construction limitations on easement are described and listed, but not limited to, in Exhibit "D", attached hereto and by reference made a part hereof. Use of draglines or other boom -type equipment in connection with any work to be performed on Grantor's property by the Grantee, its employees, agents, representatives or contractors must comply with Chapter 752, Texas Health and Safety Code, the National Electrical Safety Code and any other clearance requirements. Notwithstanding anything to the contrary herein, in no event shall any equipment be within fifteen (15) feet of the Oncor 138,000 volt or less power lines or within twenty (20) feet of the Oncor 345,000 volt power lines situated on the aforesaid property. Grantee must notify Fort Worth Transmission, (817-496-2736) at least 48 hours prior to the use of any boom -type equipment on Grantor's property except in an emergency. Grantor reserves the right to refuse Grantee permission to use boom -type equipment. Easement and Right of Way Page 1 of 13 D225050022 Page 2 of 13 Grantee shall locate its Facility within the easement so as not to interfere with any of Grantor's facilities. Grantee shall not place its facility within 25 feet of any pole or tower leg. In the event that Grantor, in its sole discretion, determines that Grantee's Facility interferes with Grantor's facilities located on or near the easement or such Grantor's facilities as may be relocated by Grantor in the future, Grantee shall, at its own cost and expense, relocate said Grantee's Facility to a location that does not interfere with Grantor's current or future facilities, provided that, if necessary, Grantor provides Grantee with an easement sufficient to allow for such relocation. This easement is granted upon the conditions that Grantee's Facility to be constructed shall be maintained and operated by Grantee at no expense to Grantor and Grantor shall not be responsible for any costs of construction, reconstruction, operation, maintenance or removal of Grantee's Facility. Grantee, to the extent allowable by Texas law, agrees to defend, indemnify and hold harmless Grantor, its officers, agents and employees, from and against any and all claims, demands, causes of action, loss, damage, liabilities, costs and expenses (including attorney's fees and court costs) of any and every kind or character, known or unknown, fixed or contingent, for personal injury (including death), property damage or other harm for which recovery of damages is sought or suffered by any person or persons that may arise out of, or be occasioned by, the negligence, misconduct or omission of Grantee, its officers, agents, associates, employees, contractors, subcontractors, subconsultants, or any other person entering onto the easement or may arise out of or be occasioned by Grantee's use of the easement, except that the indemnity provided for in this paragraph shall not apply to any liability resulting from the sole negligence of Grantor, its officers, agents, or employees or separate contractors, and in the event of joint and concurrent negligence of both Grantor and Grantee, responsibility and indemnity, if any, shall be apportioned comparatively in accordance with the laws of the State of Texas. Nothing contained herein shall ever be construed so as to require Grantee to assess, levy and collect any tax to fund its obligations under this paragraph. Article XI Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the interest on the debt and provides a sinking fund. Grantee has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. Grantee shall, at its own cost and expense comply with all applicable laws, including but not limited to existing zoning ordinances, governmental rules and regulations enacted or promulgated by any governmental authority and shall promptly execute and fulfill all orders and requirements imposed by such governmental authorities for the correction, prevention and abatement of nuisances in or upon or connected with said premises because of Grantee's use thereof. This easement, subject to all liens of record, shall continue only so long as Grantee shall use this right of way for the purpose herein described and the same shall immediately lapse and terminate upon cessation of such use. TO HAVE AND TO HOLD the above described easement and rights unto the Grantee, its successors and assigns, for the purposes aforesaid and upon the conditions herein stated until the same shall be abandoned for use by the Grantee for the purpose Easement and Right of Way Page 2 of 13 D225050022 Page 3 of 13 herein stated, then and thereupon this conveyance shall be null and void and the use of said land and premises shall absolutely revert to Grantor herein, its successors and assigns, and no act or omission on the part of them shall be construed as a waiver of the enforcement of such condition. AND Grantor does hereby bind itself, its successors and assigns, to WARRANT AND FOREVER DEFEND all and singular the above described easement and rights unto the Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof, by, through or under Grantor but not otherwise. EXECUTED as of this day of , 2025. C :_► 87;;1 ONCOR ELECTRIC DELIVERY COMPANY LLC By: Attorney -in -Fact STATE OF TEXAS § COUNTY OF TARRANT § BEFQBE ME, the undersigned authority, on this day personally appeared p n ar U , as the Attorney -In -Fact of Oncor Electric Delivery Company LLC, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed, in the capacity therein stated and he is authorized to do so. GIVEN UNDER MY HAND AND SEAL OF OFFICE this o2 day of March , A. D. 2025. Tracy Mitchell Mr Co7EExpires No%•ry l0 11862210 Notary Public i nd for the State of Texas Easement and Right of Way Page 3 of 13 D225050022 Page 4 of 13 Grantee: The City of Fort Worth Title Approved as to Form and Legality By: Name: Matthew Murray �.f /l.(QVactAe Title: Assistant City Attorney STATE OF TEXAS § COUNTY OF TARRANT § BEFOREIME, the undersigned au orit , th da onally appeared as the — c of City of F rt Worth, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, in the capacity therein stated and he/she is authorized to do so. GIfNDER MY HAND AND SEAL OF OFFICE this +J , A. D. 2025. - ^NICE L. HOLMES 'aClsl sdTezr t-9 ftlANICIE L. HOLMES .8t OTexasCounty 0 0134207414 FEB. 17.2027 After Recording, Return To: Oncor Electric Delivery Company LLC Right of Way Services Attn: Laura DeLaPaz 777 Main St, Suite 707 Ft. Worth, Texas 76102 i1'it 7 day of Easement and Right of Way Page 4 of 13 D225050022 Page 5 of 13 Exhibit "A" LEGAL DESCRIPTION SANITARY SEWER EASEMENT BEING a 0.0437 acre (1,904 square foot) tract of land situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" (Northing: 6970354.94, Easting: 2280093.36) in the southwest line of said Tract No. 2 and the northeast line of a tract of land described as Tract 2 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.) THENCE North 39°09'06" West, along the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 25.39 feet to a point for comer; THENCE North 40°50'54" East, departing the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 76.16 feet to a point for comer in the northeast line of said Tract No. 2 and the southwest line of a tract of land described as Tract 1 in said Special Warranty Deed to FW 820, LLC; from which a 5/8" iron rod set with a cap stamped "KHA" in the said northeast line of Tract No. 2 bears North 39°09'06" East, a distance of 20.31 feet; THENCE South 39°09'06" East, along the said northeast line of Tract No. 2 and the said southwest line of Tract 1, a distance of 25.39 feet to a point for corner; THENCE South 40°50'54" West, departing the said northeast line of Tract No. 2 and the said Southwest line of Tract 1, a distance of 76.16 feet to the POINT OF BEGINNING and containing 1,904 square feet or 0.0437 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-hom.com SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, \SO e ABSTRACT No. 1540 �P-cE CITY OF FORT WORTH ------------------------ TARRANT COUNTY, TEXAS MICHAEL CLEO BILLINGSLEY 5\Q�PO�o KiMlgy>>> Horn0FFS Cherry T 4 X11 Worth, Texas801 76102 RM a 10194040 — o=ff — N/A MKK SCR 01/13/2025 I 061018452 I 1 Of 2 Easement and Right of Way Page 5 of 13 D225050022 Page 6 of 13 Exhibit "A" LEGEND P.O.B. = POINT OF BEGINNING IRSC = 518IRON ROD W/'KHA' CAP SET N39 NOTES SANITARY SEWER EASEMENT 0.0437 ACRES 1,904 SQ. FT. 25.39' TRACT 2 FW 820, LLC. (INST. NO. D222026020) P.O.B. IRSC N:6970354.94 E:2280093.36 \\ IRSC \ N39`09'06W 20.31' S39°09'06"E 25.39' NORTH 0 10 20 GRAPHIC SCALE IN FEET TRACT 1 FW 820, LLC. (INST. NO. D222026020) Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. �P�p13TfR MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL •••••--»�»•••- LAND SURVEYOR NO. 6558 MICHAEL CLEO BILL 801 CHERRY STREET, UNIT 11 SUITE 1300 ,< '9�OFSs 1v. FORT WORTH, TEXAS 76102 s PH. 817-335-6511 michael.billingsley@kimley-hom.com SANITARY SEWER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimle >>> Horn 601 Cherry sheet. Un,111. a 1300 T. No. (817) 335.6511 Fort Worth. Texas 76102 FIRM a 10194040 * J-4eyhom.com 20' MKK SCR 01/13/2025 061018452 2 OF 2 -NT. MASON 1/14/2025 10:50 AAA K:1FTW SURVEY\061018452-SILVER CREEK LS-FMGM OWG1061018452SILVER CREEK LS-FMGM_SE TESCO SSEDWG Easement and Right of Way Page 6 of 13 D225050022 Page 7 of 13 Exhibit "B" LEGAL DESCRIPTION WATER EASEMENT BEING a 0.0350 acre (1,523 square foot) tract of land situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the northeast line of said Tract No. 2 and the southwest line of a tract of land described as Tract 1 in Special Warranty Deed to FW 820, LLC, recorded in Instrument Number D222026020 of the Official Public Records, Tan -ant County, Texas (O.P.T.C.T.); THENCE South 39°09'06" East, along the said northeast line of Tract No. 2 and the said southwest line of Tract 1, a distance of 20.31 feet to a point for comer; THENCE South 40°50'54" West, departing the said northeast line of Tract No. 2 and the said southwest line of Tract 1, a distance of 76.16 feet to a point for comer (Northing: 6970374.63, Easting 2280077.34) in the southwest line of said Tract No. 2 and the northeast line of a tract of land described as Tract 2 recorded in said Special Warranty Deed to FW 820, LLC; from which a 5/8" iron rod set with a cap stamped "KHA" in the said southwest line of Tract No. 2 bears South 39°09'06" West, a distance of 25.39 feet; THENCE North 39°09'06" West, along the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 20.31 feet to a point for comer; THENCE North 40°50'54" East, departing the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 76.16 feet to the POINT OF BEGINNING and containing 1,523 square feet or 0.0350 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. OF - MICHAEL CLEO BILLINGSLEY r7 REGISTERED PROFESSIONAL ••••»�»--»-»»»- LAND SURVEYOR NO. 6558 MICHAEL CLE0 BILL 801 CHERRY STREET, 4 6558 UNIT11 SUITE1300 9�QFSU42V FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-hom.com NT. MASON 1/142025 10:52 AM K1FTW SURVEYt061018452SILVER CREEK LS -FM - Easement and Right of Way WATER EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimmle y *> Horn 601 Chevy Street. unit 11. • 1300 Ter. No. (817) 3356.511 Fo1 W,, Tern 76102 FIRM 8 10194040 w✓+.larNey-h°m.c°m Il0raDv Checked by Q Praect No. ShsiNQ. N/A MKK SCR 01113!2025 061018452 1 OF 2 ILVER CREEK LS-FM-GM_SE TESCO WE.DWG Page 7 of 13 D225050022 Page 8 of 13 Exhibit "B" LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8* IRON ROD W/ "KHACAP SET \ \ WATER EASEMENT F 0.0350 ACRES 1,523 SQ. FT. l PiO \\\\ I N39°09'06"W 20.31' N:6970374.63 E:2280077.34 TRACT 2 FW 820, LLC. (INST. NO. D222026020 NOTES S39°0906E 25.39' IRSC P.O.B. IRSC 20.31' NORTH 0 10 20 GRAPHIC SCALE IN FEET TRACT 1 FW 820, LLC. (INST. NO. D222026020) Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL I LAND SURVEYOR NO. 6558 O 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-hom.com : NT. MASON 1/14/2025 10:52 AM K-.1FTW SURVEV10610181 ight of WATER EASEMENT ROBERT W. TANNAHILL SURVEY, RF ABSTRACT No. 1540 + * C CITY OF FORT WORTH TARRANT COUNTY, TEXAS AEL CLE0 BILLINGSLEY ��.•�• 4 6558 �- 'IO V Kimle >>> Horn 801 C7rorty SU*el. UN1 11, f 1300 T.I. No. (817) 335-6511 S 1 4pv V Jums Fat Worth. Tex" 76102 FIRM 8 10194040 u�.+wriey-ho.cm° d InI I $leNo. 1' • 20 MKK SCR 011132025 061018452 2 OF 2 ER CREEK LS-FMGM6DWG1061018452SILVER CREEK LS-FM-GM_SE TESCO WE. DWG Page 8 of 13 D225050022 Page 9 of 13 Exhibit "C" LEGAL DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT BEING a 0.0175 acre (762 square foot) tract of land situated in the Robert W. Tannahill Survey, Abstract No. 1540, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract No. 2 in Warranty Deed to Texas Electric Service Company recorded in Volume 2166, Page 282 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.); said tract being more particularly described as follows: BEGINNING at a 5/8" iron rod set with a cap stamped "KHA" in the northeast line of said Tract No. 2 and the southwest line of a tract of land described as Tract 1 in Special Warrant Deed to FW 820, LLC recorded in Instrument Number D222026020 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); THENCE South 40°50'54" West, departing the said northeast line of Tract No. 2 and the said southwest line of Tract 1, a distance of 76.16 feet to a point for comer (Northing: 6970390.38, Easting: 2280064.51) in the southwest line of said Tract No. 2 and the northeast line of a tract of land described as Tract 2 in said Special Warranty Deed to FW 820, LLC; from which a 5/8" iron rod set with a cap stamped "KHA" in the said southwest line of Tract No. 2 bears South 39°09'06" east, a distance of 22.29 feet; THENCE North 39°09'06" West, along the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 10.15 feet to a point for comer; THENCE North 40°50'54" East, departing the said southwest line of Tract No. 2 and the said northeast line of Tract 2, a distance of 76.16 feet to a point for comer in the said northeast line of Tract No. 2 and the said southwest line of Tract 1; THENCE South 39°09'06" East, along the said northeast line of Tract No. 2 and the said southwest line of Tract 1, a distance of 10.15 feet to the POINT OF BEGINNING and containing 762 square feet or 0.0175 acres of land, more or less. NOTES Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets ni 1t the maters and hni inns of thin PasPmAnt trarts MICHAEL CLEO BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 C 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 P H . 817-335-6511 michael.billingsley@kimley-hom.com MICHAEL CLEO BILLINGSLEY .0 6558 ( 'Fgn%O TEMPORARY CONSTRUCTION EASEMENT ROBERT W. TANNAHILL SURVEY, ABSTRACT No. 1540 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimigy*Horn 801 Ctwry Street. UM 11.Tet. N. (817) 3358511 Fort Worth, Tens 76102 FIRM i 10194040 www.kWNey-lwm.can nawflb sanx P N°. Shes1 No. WA MKK SCR I 01/13/2025 I o61o16is I 1 OF 2 Easement and Right Page 9 of 13 D225050022 Page 10 of 13 Exhibit "C" LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET TEMPORARY CONSTRUCTION EASEMENT 0.0175 ACRES 762 SQ. FT. N39°09'06'W 10.15' N:6970390.38 E:2280064.51 TRACT 2 FW 820, LLC. (INST. NO. D222026020) NOTES S39.09'06"E 22.29' IRSC NORTH 0 10 20 GRAPHIC SCALE IN FEET S 39°09'06"E 10.15' P.O.B. IRSC TRACT 1 FW 820, LLC. (INST. NO. D222026020) \\\ sr, Bearing system and coordinates based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202) with an applied combined scale factor of 1.00012. A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tracts. TEMPORARY CONSTRUCTION EASEMENT ROBERT W. TANNAHILL SURVEY, �0FER ABSTRACT No. 1540 PEE MICHAEL CLEO BILLINGSLEY y �� F0 N CITY OF FORT WORTH REGISTERED PROFESSIONAL ••-•-•- •---•••• TARRANT COUNTY, TEXAS t\ LAND SURVEYOR NO. 6558 MICHAEL CLE0 BILLINGSLEY •• 801 CHERRY STREET, 558�•�f Kim1gy*Horn 11 SUITE 1300 �-PoF6o`'P�FORT WORTH, TEXAS 76102 /{/e s s 1801 a+UNIT •i,y sa.«. Una 11, T.I. No. (817) 335.6511 PH. 817-335-6511 S URv Fo wort. Tws 761O2 FIRM x 101940440 Wwv.Iame1«twm.wm michael.billingsley@kimley-hom.com 1' = 20' "�` MKK SCR 01/13/2025 061019452 2 OF 2 Easement and Right of Way Page 10 of 13 D225050022 Page 11 of 13 LIMITATIONS ON Oncor ELECTRIC DELIVERY COMPANY RIGHT OF WAY 1. You are notified, and should advise your employees, representatives, agents, and contractors, who enter the property that they will be working in the vicinity of high voltage electrical facilities and should take proper precautions, included but not limited to the following stipulations and in compliance, at all times, with Chapter 752, V.T.C.A., Health & Safety Code. 2. Blasting is not to be permitted on Oncor right-of-way or under Oncor lines. 3. Construction on electric transmission line easements acquired by Oncor after January 1, 2003 shall comply with the requirements of Public Utility Commission Substantive Rules §25.101, as amended from time to time. 4. No crossing less than 45 degrees to the centerline of the right-of-way. 5. Grading will be done in order to leave the right-of-way as near as possible to present condition. Spoil dirt will be removed from the right-of-way and no trash is to be left on right-of-way. Slopes shall be graded so that trucks can go down the right-of-way when required and such that the slopes can be mechanically maintained. 6. Equipment and materials will not be stored on the right-of-way during construction without written approval of the Supervisor of Regional Transmission. 7. Street or road crossings are to be based on drawings submitted. Any change in alignment or elevation will be resubmitted for approval. 8. No signs, lights or guard lights will be permitted on the right-of-way. 9. Power line safety equipment operations: hazard assessment and precautions inside the work zone area must be performed and in compliance with OSHA Standard §1926.1408 at all times. Equipment shall not be placed within fifteen (15) feet of the Oncor 138,000 volt or less power lines or within twenty (20) feet of the Oncor 345,000 volt power lines. Easement and Right of Way Page 11 of 13 D225050022 Page 12 of 13 10. Any pre -approved fencing will not exceed eight (8) feet in height, and if metal in nature, will be grounded, at ten (10) feet intervals, with an appropriate driven ground. Gates should be at least sixteen (16) feet in width to allow Oncor access to the right-of-way. 11. No dumpsters will be allowed on Oncor right-of-way or fee owned property. 12. Draglines will not be used under the line or on Oncor right-of-way. 13. The existing grade shall not be disturbed, excavated or filled within 25 feet of the nearest edge of any Oncor transmission structure (tower, pole, guy wire, etc...). 14. Right-of-way will be protected from washing and erosion by Oncor approved method before any permits are granted. No discharging of water will be allowed within any portion of the right of way. Drainage facilitation will not be allowed to discharge into/onto Oncor right-of-way. 15. No obstruction shall be installed on the right-of-way that would interfere with access to Oncor structures or prevent mechanical maintenance. 16. Before any work is done under Oncor lines or by Oncor structures notify the Region Transmission Department, 817-496-2736. 17. No hazardous materials will be stored on the right of way. 18. For purposes of this document, "Hazardous Materials" means and includes those substances, including, without limitation, asbestos -containing material containing more than one percent (1%) asbestos by weight, or the group of organic compounds known as polychlorinated biphenyls, flammable explosives, radioactive materials, chemicals known to cause cancer or reproductive toxicity and includes any items included in the definition of hazardous or toxic waste, materials or substances under any Hazardous Material Law. "Hazardous Material Laws" collectively means and includes any present and future local, state and federal law relating to the environment and environmental conditions including, without limitation, the Resource Conservation and Recovery Act of 1976 ("RCRA"), 42 U.S.C. §6901 et sec ., the Comprehensive Environmental Response, Compensation and Liability Act of 1980, ("CERCLA"), 42 U.S.C. §§9601-9657, as amended by the Superfund Amendments and Reauthorization Act of 1986 ("SARA"), the Hazardous Material Transportation Act, 49 U.S.C. Easement and Right of Way Page 12 of 13 D225050022 Page 13 of 13 §6901 et sec ., the Federal Water Pollution Control Act, 33 U.S.C. §1251, et sec ., the Clean Air Act, 42 U.S.C. §741 et sec ., the Clean Water Act, 33 U.S.C. §7401 et seg., the Toxic Substances Control Act, 15 U.S.C. §§2601-2629, the Safe Drinking Water Act, 42 U.S.C. §§300f -330j, and all the regulations, orders, and decrees now or hereafter promulgated thereunder. 19. Brush and cut timber is not to be piled or stacked on Oncor right-of-way nor is it allowed to be burned upon or in close proximity to the conductors or towers. 20. No structures or obstructions, such as buildings, garages, barns, sheds, swimming pools, playground equipment, guard houses, etc., will be permitted on the right-of-way. 21. Landscaping on Oncor right-of-way is permitted when Oncor approves landscaping plans in writing. No lighting or sprinkler systems are allowed on the right-of-way. 22. No park or park designation will be permitted on the right-of-way. 23. Gas Pipeline Protective Barrier; Grantee, at Grantee's sole expense, shall provide one of the following protective barriers; 1) a concrete protective barrier between the surface and the pipe that is a minimum of one (1) foot thick by one (1) foot wide, if pipe is wider than one (1) foot, then width of pipe, with the top of the concrete barrier to be at least one (1) foot below the surface or final grade, 2) construct the gas pipeline inside of a proper protective steel casing, 3) where electric facilities are located above ground, install the pipeline a minimum of ten (10) feet below the ground surface, or 4) where electric facilities are located below ground, install the pipeline at a depth that provides for a minimum of a ten (10) foot clearance between the pipeline and the underground electric facilities. 24. No fire hydrants or manholes will be permitted within the right-of-way. 25. Any drainage feature that allows water to pond, causes erosion, directs stormwater toward the right-of-way or limits access to or around Oncor's facilities is prohibited. Drainage facilitation will not be allowed to discharge into/onto Oncor right-of-way. 26. No boring pits or other type of pits will be permitted within the right-of-way. Easement and Right of Way Page 13 of 13 4= ONEOK November 20, 2025 City of Fort Worth Attn: Jesica McEachern 100 Fort Worth Trail Forth Worth, TX 76102 Re: Letter of No Objection City of Fort Worth requests for proposed Gravity Sewer, Sewer Force Main, and Water line crossing over EnLink's Hyde Hickman Bin. pipeline (GF-911-03) and Hyde Hickman C 1H 6in. pipeline (GF-911-03-01), for a total of 5 crossings all in Tarrant County, Texas. To whom it may concern: EnLink North Texas Gathering, LP ("EnLink") is in receipt of City of Forth Worth's ("City") request to construct, maintain, operate, inspect, repair, replace and/or remove one (1) gravity sewer line, two (2) sewer force main and two (2) water line crossings as more particularly shown, described and detailed on the drawing(s) attached as Attachment 1 hereto and made a part hereof (referred to herein as the ("City Facilities") over and/or within close proximity to a portion of certain pipeline and pipeline -related facilities operated by EnLink (referred to herein as the "EnLink Facilities"). EnLink desires to work with City to ensure the continued safe operation of EnLink Facilities. This letter serves as confirmation that EnLink has no objection to the proposed construction, maintenance, operation, inspection, repair, replacement, and/or removal of the City Facilities, subject to the following qualifications and requirements: 1. Any plan changes, requiring excavation or other modifications to the City Facilities, in areas near the EnLink Facilities, must be preapproved, in writing, by EnLink, prior to construction. 2. Review and/or approval of any plans or drawings by EnLink shall not constitute an assumption of any responsibility by EnLink for their accuracy or sufficiency or conformity with applicable laws, and City shall be solely responsible therefor. 3. City agrees to provide advance notice to the EnLink representative designated below at least seventy-two (72) hours prior to the commencement of any construction, maintenance, operation, inspection, repair, and removal of the City Facilities or any equipment or machinery being located within twenty-five feet (25') of the EnLink Facilities. Colin Brammell, Senior Landman Colin.brammell@oneok.com Emergency ---1-866-394-9839 100 West 5L" Street ) Tulsa, OK 74103 Office: 918-588-7000 oneok.com City of Fort Worth November 20, 2025 Page 2 EnLink shall have the right to have an EnLink representative on site to oversee any work or activity taking place within twenty-five feet (25') of the EnLink Facilities. Such representative may immediately suspend or terminate any work if, in such representative's reasonable judgment, such work presents a threat to the safety or integrity of the EnLink Facilities, and EnLink will not be liable to City, its contractors, consultants or any other associated party for any costs or expenses associated with such suspension or termination. 4. All EnLink pipeline locations and elevations must be field -verified. An EnLink representative shall do all line locating. 5. No excavation is permitted within fifteen feet (15') of any EnLink pipeline, without an EnLink Representative onsite. 6. A minimum vertical clearance of twenty-four inches (24") be maintained between any EnLink pipeline and any City Facilities. 7. No heavy equipment, such as backhoes, bulldozers and excavators, shall cross EnLink's right- of-way without dragline mats installed over EnLink's underground facilities. Dragline mat bridges shall be used to eliminate excessive loads from being imposed on EnLink's underground facilities. In addition, the maximum wheel load should be no greater than 25,000 lbs. for any equipment crossing EnLink's underground facilities. 8. City agrees to provide as -built drawings of the City Facilities within thirty (30) days of EnLink's request therefor. 9. Without limiting any of the foregoing, City shall at all times conduct its work safely, expediently, and in such a manner so as not to unreasonably interfere with or impede the operation of the EnLink Facilities. 10. City agrees to maintain and repair the City Facilities and keep same in good condition at City's sole expense. In no event shall City remove any cover and/or decrease the grade from EnLink's right- of-way. 11. City will provide and maintain proper and effective protection to the EnLink's Facilities so as to prevent any damage resulting from City's use of EnLink's right-of-way. 12. City will pay all damages caused to EnLink's Facilities that results from the project described herein or the construction and maintenance of the City Facilities. City of Fort Worth November 20, 2025 Page 3 13. To the extent allowed by law, City agrees to indemnify, defend and hold EnLink, its parent, affiliates, subsidiaries, and their directors, officers, employees, representatives and agents ("Indemnitees") harmless from and against any and all actions or causes of action, claims, demands, liabilities, loss, damage, injury, suit, proceeding, judgment or cost (including, without limitation, court costs and reasonable attorneys' fees) for personal injury to or death of any person, or damages to any property, caused by or arising out of the construction, maintenance, operation, inspection, repair, replacement or removal of the City Facilities, but not to the extent caused by the negligence, gross negligence or willful misconduct of EnLink. Nothing contained herein shall ever be construed so as to require the City to assess, levy and/or collect any tax to fund its obligations under this paragraph. Article XI, Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the interest on the debt and provides a sinking fund. The City of Fort Worth has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. 14. This letter shall not be construed as a grant to City of a right of way, easement, or any other interest, but only grants a permit for the limited encroachment across EnLink's existing right-of-way as herein provided. City will be responsible for securing any rights to the property from the owner of the property on which the City Facilities will be installed. EnLink makes no warranty, express or implied, as to title to the property on which the City Facilities will be installed, and the consent herein given is subject to all prior grants, reservations, encumbrances, occupancy and crossing agreements, if any, whether made by EnLink or others and whether or not of record. EnLink consents to any encroachment by the City Facilities only to the extent that EnLink has the right to grant such consent. 15. It is agreed that EnLink will maintain its prior rights and privileges. This letter neither supersedes nor negates any rights granted to EnLink under the EnLink's agreement(s) and/or documents creating the EnLink's rights to the property. 16. The requirements set forth herein shall be binding on the parties hereto, their heirs, successors and assigns. [signatures on following page] City of Fort Worth November 20, 2025 Page 4 Please indicate your acceptance of the foregoing by executing in the space provided below and returning a copy to Addie Landry at addie.landrvaa oneok.com Sincerely, EnLink North Texas Gathering, LP By: EnLink Energy GP, LLC its general partner Signed by: C,�r,.�i�tspine.� JJtiereauw By: Name: Christopher J. Greneaux Title: Senior Manager — Real Estate Services ACCEPTED AND AGREED TO this 25th day of November , 2025. City of Fort Worth By: Name: Jesica McEachern Title: Assistant City Manager 11/22/2025 Date: PIPELINE LICENSE AGREEMENT PROJECT NAME: SILVER CREEK FORCE MAIN, GRAVITY MAIN, AND WATER LINE CPN: 104489-2 ADDITIONAL ROUTING SIGNATURES CITY OF FORT WORTH 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. By: File t petl BijayUcrc i @:0.21, 20251420:25 CS Bijay Upreti, P.E. Sr. Project Manager APPROVAL RECOMMENDED: Cku^Us�trrtier Ha,dr By: Gins upye 'I Ner u.av 7:,222514:33 5CSl Christopher Harder, P.E., Director, Water Department CONTRACT AUTHORIZATION M&C: N/A Date Approved: N/A APPROV FORM AND LEGALITY: By: Douglas Black (Nov 21, 2025 16:56:34 CST) Douglas W. Black Senior Assistant City Attorney FORM 1295: N/A ATTEST AS TO CITY MANAGER SIGNATURE: By: Jannette Goodall City Secretary ; RJD!40 OK YN1 3Nf1 S31YM cNV 'NAV I AdNYt4 'NR'i1 3'Ja'J!. X -UM EM'S cJ A r r < t �o c r J = a j < W aw < ac Sx a= W`n C S. p W L N 0 LL Z z z C� z _ W o a' Wig'' L6 W -' §n Y ;I WCl) 3 y V aL oc =o �o OCa`► 0. 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W91L 00+9S V.S 3NI H01VIN g h EnLink Midstream GENERAL REQUIREMENTS FOR CROSSING ENLINK PIPELINES WITH PIPELINES/ROADS/UTILITY LINES, ETC. We appreciate the opportunity to work with you and your company in the early planning stages of your development activity. Working together and following our pipeline safety requirements will help: • Protect the safety of your employees, the environment, and the surrounding community. • Reduce the risk of damage to our pipeline and related facilities. • Ensure an adequate work area for future pipeline maintenance and/or repair work. • Minimize any conflicts that may arise. As used herein, "EnLink" means EnLink Midstream Operating, LP, together with its operating subsidiaries and affiliates, and "EnLink pipeline" or "pipeline" means any pipeline that is owned or operated by EnLink. To assist in this effort, project scope along with construction drawings should be submitted to EnLink for our comment/approval before any construction over or around our pipeline commences. This includes the design and construction of temporary roads or work pads where equipment is to operate or cross over the pipeline. Plans should include the phone numbers listed in item #12 below and have a printed reminder to notify EnLink at least 48 -hours prior to commencement of work near the pipeline. ALL ENLINK PIPELINE LOCATIONS AND ELEVATIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED. AT NO COST TO THE CONTRACTOR, AN ENLINK REPRESENTATIVE WILL ERECT TEMPORARY FLAGS MARKING THE PIPELINE LOCTION AND SHALL BE PRESENT DURING ALL ACTIVE WORK PERIODS AS DEFINED IN ITEM #12 BELOW TO OBSERVE EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES NEAR THE PIPELINE. ANY WORK PERFORMED NEAR THE PIPELINE WITHOUT THE PRESENCE OF AN ENLINK REPRESENTATIVE WILL NECESSITATE THAT THE PIPELINE BE EXPOSED FOR INSPECTION AND NEEDED REPAIRS PERFORMED AT THE CONTRACTOR'S OR RESPONSIBLE PARTY'S COST. DESIGN AND CONSTRUCTION 1) ALL PIPELINES, UTILITY LINES, STORM DRAINS and other underground facilities constructed across an EnLink pipeline must be installed with a minimum vertical separation of 24 inches between structures and said vertical separation shall be consistent for a minimum distance of twenty (20) feet on both sides of the pipeline. All facilities crossing an EnLink pipeline shall be made of, or encased in, steel pipe with threaded or welded joints the entire width of EnLink's right of way. Horizontal separations will be determined on a case -by -case basis. Electrical conduit and cables are excluded (please refer to paragraph 2). All work and cleanup will be conducted in a manner acceptable to EnLink's on -site representative. Figure 1 - 1 2) ALL UNDERGROUND ELECTRICAL CABLES shall be installed with a minimum vertical separation of 24 inches between structures with all plans, work and cleanup conducted in a manner acceptable to EnLink's on -site representative. The electrical cable must be enclosed in conduit (steel or Schedule 80 PVC). It should be covered with red reinforced concrete with a minimum width of 6 inches on each side and above the conduit, for the entire width of EnLink's right of way. 3) ALL UNDERGROUND FIBER OPTIC CABLES shall be installed with a minimum vertical separation of 24 inches between structures with all plans, work and cleanup conducted in a manner acceptable to EnLink's on -site representative. Horizontal separations will be determined on a case -by -case basis. In addition, the fiber optic cable must be enclosed in conduit (steel or Schedule 80 PVC). 4) ALL PROPOSED ROADS, STREETS, PARKING LOTS, OR DRIVEWAYS shall be constructed with a minimum cover of 48 inches, including the sub -grade, as measured from the top of the EnLink pipeline to the bottom of the pavement (road, street, or driveway). If an EnLink pipeline will require adjustment to accommodate a roadway, street or driveway crossing, the cost of any such lowering or relocation shall be borne by the party or parties requesting the adjustment. With each request involving roads, streets or driveways, EnLink will reserve the right to excavate to expose and inspect its pipeline(s) to determine the need for pipe replacement, full encasement, or heavy wall pipe. The cost of this activity will be at the expense of the requesting party. PIPELINE MINIMUM COVER REQUIREMENTS: 1) 48 inches from bottom of concrete under a road, street, parking lot, or driveway within the right of way. Curbs 48 -inch Separation Pipeline Figure4- - 1 2) 36 inches under all other surfaces within the right of way: sidewalks, picnic pavilions, concrete retaining wall, etc... 5) ALL ROAD DITCH AND DRAINAGE CANAL/DITCH crossings shall be constructed with a minimum cover, and measured from the lowest point in road bar ditch, to the top of pipe, as follows: 1) 12 inches from bottom of concrete when concrete lined to the top of pipeline Ditch Figure 5 - 1 Legend: QConcrete ■ Sub-Grade/Gravel/Dirt Figure 5 - 2 2) 36 inches from lowest point of unlined ditch to the top of pipeline Legend: Grass ■ Sub-Grade/Gravel/Dirt 3) 60 inches from the bottom of drainage canal to the top of pipeline Drainage Canal Figure 5-3 Legend: Water ■ Sub-Grade/Gravel/Dirt 4) Any drainage ditch or canal that will experience continuous flow of water (that is not concrete lined) will need to be individually review and approved by both operations and engineering 6) ALL PAVING (other than for road, driveway or street crossings e.g., parking lot, picnic pavilion) to be constructed over an EnLink pipeline shall (a) be reinforced, (b) not exceed 4 inches in thickness, (c) be sectioned in 10 foot by 15 foot panels (15' dimension shall be perpendicular to the pipeline) with appropriate expansion joints, (d) contain lifting rings, and (e) conform to the minimum cover requirements stipulated above. 7) TEMPORARY (HAUL) ROAD crossings shall be constructed with a minimum ground cover (as measured from the surface of the road to the top of the pipeline) of five (5) feet. A temporary earthen berm may be constructed to meet this requirement. Where it is necessary for heavy equipment to cross the pipeline, additional measures may be needed to effectively distribute the weight of such equipment, for example, installing additional cover, timber matting and/or a temporary bridge for passage over the pipeline. 8) LAKES OR OTHER BODIES OF WATER shall not be constructed over the pipeline or within the boundaries of the pipeline easement. Additionally, the surface cannot be developed or changed in a way that would cause rainwater or runoff to collect on the pipeline right-of-way. 9) DIRECTIONAL DRILLING OR BORING shall require additional damage prevention measures, whether installing a crossing or otherwise conducting such operations within twenty (20) feet of the pipeline. It is EnLink's option whether peepholes or sheet piling be installed to an elevation lower than the pipeline before drilling/boring to help ensure its protection. EnLink requires continuous tracking of the drilling head as well as using a physical technique (such as probing) to ascertain the exact location of the head before it crosses the EnLink pipeline. EnLink may also require that the pipeline be exposed when near drill/bore entry or exit points. 10) PERMANENT FENCE POSTS shall be installed with a minimum of 10 -foot separation on either side of the pipeline. All fencing design plans will be required to allow EnLink to access pipeline easily and always with any necessary equipment. Additionally, no T -post shall be placed directly above any EnLink pipeline. No fence shall be placed across an EnLink right of way without written permission from EnLink. If fences are permitted, 14 -foot gates must be installed on the right of way. 11) If EnLink determines it is necessary to relocate, lower, encase or otherwise adjust an EnLink facility because of the landowner's/developer's construction activity, the landowner/developer shall proceed to negotiate a Facility Relocation Agreement with EnLink in which the cost of the facility adjustment will be the sole responsibility of the landowner/developer. 12) Please notify at of EnLink's Operations Department in , at least 48 hours prior to commencing any excavating or construction activity in the vicinity of any EnLink pipeline. Excavators are required by law to contact the appropriate One -Call Center for their state prior to commencing excavation or other such construction activity, which may impact an underground utility. 13) No excavating or other construction activity that could impact the pipeline (e.g., directional drilling, boring, sheet piling, setting trench boxes, etc.) shall be conducted within five (5) feet of any EnLink pipeline in the absence of an EnLink representative. Notice shall be given to EnLink at least forty-eight (48) hours prior to commencing each occurrence of construction activity within five (5) feet of any EnLink pipeline. 14) Any contractor, developer, etc., planning blasting operations within 500 feet of any EnLink Pipeline shall submit a blasting plan to EnLink for approval. This plan will include hole depth, diameter, spacing, burden, delay times, maximum charge weight per delay, sequence, explosive type, and blast zone location relative to the EnLink pipeline. Under NO circumstances will blasting or seismic shot holes be allowed within one hundred (100) feet of any EnLink pipeline. 15) No signs, monuments, building, structures, manholes, shrubbery, septic tanks, or trees shall be located within an EnLink right of way and easement area so that the pipeline can be maintained without damaging these structures or being impeded by them. 16) No excavations shall be made on land adjacent to any EnLink pipeline which will in any way impair, withdraw lateral support, cause subsidence, create the accumulation of water, or cause damage to the EnLink pipeline or right of way. 17) No permanent above ground structures may be placed within the right of way. 19) Side cutters shall be removed from the bucket of excavation equipment, and a bar shall be installed across the teeth during excavation in the vicinity of any EnLink Pipeline. 19) No paving is to be placed over any EnLink right of way without written permission from EnLink. 20) Any damage to existing EnLink pipeline, pipeline markers and/or signs, test leads, vent pipes, fences, gates and/or any other associated pipeline apparatus resulting from any construction operations shall be repaired to EnLink's satisfaction or replaced at the sole cost and expense by the damaging party with 15 days after the damage has occurred. 21) All written requests should be supported with plans and forwarded to: EnLink Midstream ATTN: Land Department 1722 Routh Street, Ste 1300 Dallas, TX 75201 FORT WORTH. May 7, 2025 Mr Chris Harder City of Fort Worth - Water Dept 200 Texas St Fort Worth, TX 76102 Sent via email: christopher.harder@fortworthtexas.gov Dear Mr Harder, This letter permits you and/or your representative to remove all of the trees indicated for removal on the attached plans that are on City property, including Freemans Park, easements on City property and the Silver Creek Rd right-of-way, for the construction of CPN 104889-2 & 3 - Silver Creek Force Main, Gravity Main, Water Line and Lift Station. The $4,200 mitigation requirement for the pecan removal in Freemans Park has been paid. You are also permitted to plant 10 trees at the Silver Creek Lift Station site, consisting of a mix of cedar elm, Texas red oak, lacebark elm and magnolia, per the attached plans and in accordance with the attached Guidelines for Landscaping in Parkways. The following conditions apply: 1. You are responsible for making sure your removal and/or planting does not violate any private deed restrictions for your neighborhood, and for procuring any additional approval needed from any PID, TIF or Design Review Board that may govern in your area. You are also responsible for procuring any adoption or maintenance agreements the City deems necessary for this planting. 2. All trees must be spaced a minimum 10' distance from water meter boxes and light poles. Prior to planting, you are responsible for locating utilities and adjusting tree locations accordingly, while still meeting the minimum spacing requirements. 3. You are responsible for scheduling an onsite inspection of trees to be planted with the Park & Recreation's City Forester's office prior to installation. Provide 72 hours minimum notice to 817-392-5729 or 817-392-5739 and/or citytreepermits(fortworthtexas. ogv. Trees that have not been inspected prior to planting are subject to rejection. 4. You are responsible for irrigation, installation, and maintenance until the trees are established or for a period of not less than two years, whichever comes last. Additionally, all non -biodegradable staking materials are to be removed within one year of installation. The City reserves the right to remove any and all vegetation and/or hardscape in City Rights of Way. If I can be of any further assistance, please contact me at 817-392-5739. Sincerely, 1'1�.Qo�'n4�t�2a Melanie Migura, Park Planner Forestry, for Craig Fox, City Forester Park & Recreation Department c: file PARK & RECREATION DEPARTMENT City of Fort Worth, 100 Fort Worth Trail, Fort Worth Texas, 76102 (817)-392-5700(PARK) Fax (8 1 7)-392-5724 Guidelines for Landscaping in Parkways Public Open Space Easement (P.O.S.E.) O 0 CD CD A 40 -foot by 40 -foot triangular public open space easement is required on corner lots at the intersection of two streets. A 15 -foot by 15 -foot triangular public open space of easement is required on corner lots at the intersection of an alley and a street. In addition, at the intersection of a driveway or turnout section and a dedicated alley, a 10 - foot by 10 -foot triangular open space easement is to be provided on each side at the driveway or turnout at the time the driveway and/or alley is constructed. Measurements are made from the face of curb or equivalent area. No structure, object, or plant of any type may obstruct vision from a height of 24 -inches to a 40 feet Elm St height of 11 feet above the top of the curb, including, but not limited to buildings, fences, walks, signs, trees, shrubs, cars, trucks, etc., in the public open space easement as shown on the illustration. • A medium or large tree shall be planted a minimum of 2 feet from the face of the curb, sidewalk, or other structure. • A small tree or shrub shall be planted a minimum of 1.5 feet from the face of the curb, sidewalk, or other structure. • A minimum planting area of 3 feet must be available between back of curb and sidewalk to plant any small tree or large shrub and a minimum of 4 feet to plant large trees. • Trees must be placed a minimum of 10' from street lights and storm drains. • Small trees must be planted a minimum of 5' from underground utility boxes. • Large trees must be planted a minimum of 10' from underground utility boxes. • Projects involving 21 or more trees proposed in the parkway must have no more than 30% of the trees from the same subgenus (e.g., red oaks or white oaks). • Projects involving between 5 and 21 proposed trees in the parkway must have no more than 50% of the trees in the same subgenus (e.g., red oaks or white oaks). • In residential areas a minimum spacing of twenty-five feet is recommended between shade trees planted on parkways and is required in commercial districts or major arterial streets. • All landscaping shall be located so that pedestrians can walk parallel to the street within the parkway whether a paved sidewalk is or is not provided. • No tree or shrub shall obstruct the view of any traffic signal, sign, or other public sign. • Trees planted under power lines shall be a species that reaches a height of 25' or less upon maturity. • Any tree or shrub planted in the parkway is the property of the City and the City reserves the right to prune or remove such tree or shrub if it becomes a traffic hazard or poses risk. • Planting trees or shrubs on any public property requires a permit from the Park & Recreation Department can be obtained by calling the City Forester at 817-392-5738 or visiting fortworthtexas.gov/forestry. • The following trees are prohibited on City parkways: ash (Fraxinus sp.), callery pear (Pyrus calleryana), cottonwood (Populus deltoides), hackberry (Celtis sp.), mulberry (Morus sp.), Siberian elm (Ulmus pumila), silver maple (Acer saccharinum), sycamore (Platanus sp.), willow (Salix sp.), or any species of tree, shrub, vine or grass listed in the Nonnative Invasive Plants of Southern Forests published by the United States Department of Agriculture Forest Service. Revised August 2020 Application for Tree Removal Permit on City of Fort Worth property including parkways and medians Submit to: City Forester 2525 Joe B Rushing Rd Fort Worth, TX 76119 Cit TreePermits fortworthtexas. g ov Section 1 — Applicant Information _ Applicant/contractor City of Fort Worth Water Department Contact Name Chris Harder Title Water Director Street Address 200 Texas Street City Fort Worth State TX Zip Code 76102 Phone 817-392-8240 Email address Christopher.Harder@FortWorthTexas.gov List Applicable Permit Numbers (UFC, IPRC, CG, MFD): UFC25-0040 Section 2 — Location Location address 2498 Silver Creek Road Business/Residence Business Name of Business Fort Worth Water Department Lift Station Section 3 — Reason for Removal These trees are slated to be removed in order to construct a lift station and force main. The trees are located within City of Fort Worth ROW and utility easements associated with the lift station and force main improvements. Attach site plan drawn to scale showing location of all trees by size (DBH) and species, identify those to be removed, and any existing man made features. Site plan should include layer demonstrating why trees must be removed, such as proposed turn lane, drive approach or grade change. Plan must also include north arrow, scale bar, City trees to remain on site, any proposed planting on city property and planting details along with method of watering. Section 4 — Mitigation Prohibited trees may be permitted for removal from parkway and/or median without mitigation. Trees in alley may be permitted for removal, usually without mitigation. Trees or shrubs listed in the Nonnative Invasive Plants of Southern Forests published by USDA may be removed without mitigation regardless of location. All other trees less than 30" in DBH permitted for removal must be mitigated on an inch per inch basis. Trees 30" DBH or greater are mitigated on a 2 inch per inch basis. Mitigation trees must be planted on City ROW, median or other public land. They must be watered and maintained for a period of 2 years, or until established, whichever is greater. If mitigation on site is not possible or desirable, mitigation into the tree fund can be made in the amount of $200 per inch not planted. Mitigation trees must be planted before final inspection of the site. Mitigation to the tree fund must be made at time of permit. A tree planting permit will be issued for trees to be planted on City property at the same time as the tree removal permit. You must submit a tree planting plan and follow guidelines for planting in the ROW (see attached). Trees prohibited on the parkways and medians. Does not pertain to other City owned property. Ash (Fraxinus sp.) Siberian Elm (Ulmuspumila) Callery Pear (Pyrus calleryana) Silver Maple Acer saccharinum) Cottonwood (Populus deltoides) Sycamore (Plantanus occidentalis) Hackberry (Celtis sp.) Willow (Salix sp.) Mulberry (Morus sp.) *Any tree listed in the Nonnative Invasive Plants of Southern Forests published by the USDA Forest Service Revised August 2020 Application for Tree Planting Permit on City of Fort Worth property including parkways and medians Submit to: City Forester 2525 Joe B Rushing Rd Fort Worth, TX 76119 CityTreePermits@fortworthtexas.gov Section 1 Applicant Information Applicant/contractor City of Fort Worth — Water Department Contact Name Chris Harder Title Water Director Street Address 200 Texas Street City Fort Worth State TX Zip Code 76102 Phone 817-392-8240 Email address Christopher.Harder@FortWorthTexas.gov List Applicable Permit Numbers (UFC, IPRC, CG, MFD): UFC25-0040 Section 2 — Location Location address 2498 Silver Creek Road Business/Residence Business Name of Business Fort Worth Water Department — Lift Station Section 3 — Reason for Planting These trees are being planted in order to meet the City of Fort Worth Urban Forestry requirements as well as City of Fort Worth landscape bufferyard requirements for the subject project. The trees will be located within the limits of the lift station improvements. Attach site plan drawn to scale showing location of all existing trees by size (caliper) and species, locations of proposed trees noted with species and caliper size, and any existing man made features such as curbs, sidewalks, drive approaches and meter boxes etc. Plan must also include north arrow, scale bar, and any existing trees within 50' of proposed planting. Applications will be evaluated according to species, location and quantity in regards to a diverse, balanced, and sustainable urban forest. Also, provide planting details along with method of watering. You must agree to water and maintain the trees for a period of 2 years, or until established, whichever is greater. Your plans must meet the attached "Guidelines for Landscaping in Parkways". Trees prohibited on the parkways and medians. Does not pertain to other City owned property. Ash (Fraxinus sp.) Siberian Elm (Ulmus pumila) Callery Pear (Pyrus calleryana) Silver Maple (Acer saccharinum) Cottonwood (Populus deltoides) Sycamore (Platanus occidentalis) Hackberry (Celtis sp.) Willow (Salix sp.) Mulberry (Morus sp.) *Any tree listed in the Nonnative Invasive Plants of Southern Forests published by the USDA Forest Service Revised October 2020 Trees recommended for street tree planting: Small Tress (less than 25 feet tall or 10 inches in diameter when mature) American smoketree Cotinus obovatus Cherry -laurel Prunus caroliniana Crapemyrtle Lagerstroemia indica Desert willow Chilopsis linearis Eve's necklace Styphnolobium affine Indian cherry Frangula caroliniana Japanese maple Acer palmatum Mexican buckeye Ungnadia speciosa Mexican plum Prunus mexicana Possumhaw holly hex decidua Rusty blackhaw Viburnum rufidulum Texas persimmon Diospyros texana Texas redbud Cercis canadensis var. texensis Waxmyrtle Myrica cerifera Yaupon holly hex vomitoria Medium Trees (25 to 50 feet tall, Afghan pine Arizona cypress Bigtooth maple `Caddo' maple Chinese pistache Eastern redcedar Ginkgo Golden raintree Japanese Black Pine Lacey oak Monterrey oak Texas red oak Trident maple Western soapberry 10 to 20 inches in diameter when mature) Pinus elderica Hesperocyparis arizonica Acer grandidentatum Acer saccharum `Caddo' Pistache chinensis Juniperus virginiana Ginkgo biloba Koelreuteria paniculata Pinus thunbergiana Quercus laceyi Quercus polymorpha Quercus buckleyi Acer buergerianum Sapindus saponaria Large Trees (over 40 feet tall and 20 inches or more in diameter when mature) Baldcypress Taxodium distichum Black walnut Juglans nigra Bur oak Quercus macrocarpa Cedar elm Ulmus crassifolia Chinquapin oak Quercus muhlenbergii Lacebark elm Ulmus parvifolia Live oak Quercus virginiana Pecan Carya illinoinensis Pond cypress Taxodium ascendens Red oak Quercus shumardii The followina species are arohibited for street tree olantin Ash Fraxinus sp. Cottonwood Populus deltoides Hackberry Celtis laevigata Mimosa Albizia julibrissin Mulberry Morus alba Pear Pyrus sp. Siberian elm Ulmus pumila Silver maple Acer saccharinum Sycamore Platanus occidentalis Willow Salix sp. *Any species of tree, shrub, vine or grass listed in the Nonnative Invasive Plants of Southern Forests, published by the United States Department of Agriculture Forest Service. Revised October 2020 FORTWORTH. ASSESSMENT OF DAMAGES TO CITY -OWNED TREES 1.1. The Contractor will check trees in the contract area before contract work begins, any damage will be noted and reported to the Contract Administrator. 1.2. The Contract Administrator will conduct random checks of the trees during the contract period. 1.3. A check of all trees may be made at the end of the contract period. City Forester, Contract Administrator, and Contractor will attend the inspection. 1.4. Damages shall be documented by memo to the City Forester with copy to contract file and the Contractor. 1.5. Contractor may have the option of replacement or payment for severely damaged trees at a location to be designated by PARD. Replacement shall be made on caliper inch per caliper inch basis with a minimum size of replacement tree of 2" in caliper for trees damaged or removed less than 30" dbh and 2" per inch on trees 30" DBH or greater. The contractor shall be responsible for the planting watering, mulching and maintenance of replacement trees for a period of not less than 2 years. Any tree that does not survive the 2 year establishment period shall be compensated for by the contractor to PARD tree fund at a rate of $200 per caliper inch. 1.6. Slight Damage shall be defined as damage, in the opinion of the City Forester that may heal. Examples include but are not limited to; scaring of the trunk into the cambial layer 1/2 to 2" in width but less than 1/3 trunk circumference or breaking of limbs less than 2" in diameter or limbs less than 1/3 trunk caliper, whichever is less. Slight damage shall also include removal or lying down of protective tree fencing prior to end of construction, storing equipment or supplies within the critical root zone (CRZ), or disposing of paint or concrete within the CRZ but not closer to the trunk than 50% radius of the CRZ. Slight damage to trees shall be assessed at a rate of $100.00 for each instance. Each day tree fencing is not properly placed, equipment or supplies are stored within CRZ or fill is stored within the CRZ shall be considered one instance. 1.7. Moderate damage shall be defined as damage, in the opinion of the City Forester, that contributes to the poor health and reduced longevity of the tree, examples include but are not limited to scaring of the trunk into the cambial layer greater than 2" but less than 1/3 the trunk circumference or breaking of limbs more than 2" in diameter but less than 1/3 trunk caliper. Moderate damage shall also include compaction of soil, grading or filling in 20% of the CRZ on one of four sides but outside the 50% radius of the CRZ, disposing of paint or concrete within 50% radius of the CRZ. Moderate damages shall be calculated at a rate of /2 the assessed value of the tree per each instance of damage. 1.8. Severe damage or removal of trees is subject to penalty of $200 per diameter inch of trees removed or damaged for trees less than 30" DBH, $400 per diameter inch of trees 30" DBH or greater. Severe damage or removal shall include but is not limited to scaring of the trunk to the cambial layer greater than 1/3 the trunk circumference, uprooting or causing a tree to lean, damage to a scaffolding branch or branch greater than 1/3 of trunk caliper. Severe damage shall also include compaction of soil, grading or filling more than 20% of the CRZ, or within 50% radius of the CRZ or on more than one of 4 sides. Cutting 1/3 of the buttress roots within 3 times the distance of the DBH of the trunk, or cutting 4 roots 4" or greater in diameter within 4' of the trunk shall also be considered severe damage. 1.9. Branches shall be measured at the point of attachment or at the lateral to which the branch would be pruned back to according to ANSI standards. Tree caliper shall be measured according to accepted industry standards. Trees greater than 6" in caliper shall be measured using diameter at breast height (DBH). Trees that must be removed due to damage caused by the contractor shall be removed by the Forestry Section Tree Removal Contractor at the Contractor's expense. 1.10. All damages shall be paid to the City Tree Fund. Failure to replace or pay for damaged trees shall result in a breach of contract and the Contractor will be automatically assessed damages. Damages as described herein shall be deducted from payments otherwise due to the Contractor. 1.11. Informational item and contact: Chapter 33 of the City code gives the City Forester, who is based out of the Park & Recreation Department, jurisdiction over all city -owned trees, which includes the street ROW and City parkland. Our planting, pruning and removal permit process is handled separately from that of Urban Forestry and is in addition to any urban design district requirements/processes, which are part of the zoning ordinance and are reviewed by plans examiners in the Development Services Department for compliance with the zoning requirements. Contact: citvtreepermits(a�fortworthtexas.gov or 817-392-5729 or 817-392-5739. PARK & RECREATION DEPARTMENT City of Fort Worth, 100 Fort Worth Trail, Fort Worth Texas, 76102 (817)-392-5700(PARK) Fax (817)-392-5724 w m 3 m O OOv rm/i Dm Km y .i.>.2 �m ommmD A 3" pm0 inm OZx AApv p m a. 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City of Fort Worth, Park & Recreation Department GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 CITY OF FORT WORTH SILVER CREEK FM, GM, AND WL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 104489-2 Revised September 1, 2025 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Nate, All water or sewer nine lamer than 10 inch diameter shall he annroved for use by the Water Denertment nn a nrn ert snerifir basis. Sneriel heddino may he reooired for some nines 1 1i rriit i u.1 Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) i 07,23 97 33 05 13 Urethane II drn hilic Wateratot Asahi Kogvo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412D79^_ ((4/2600 33 05 13 OlTscl Joint for 4' Diam. MII Manson Concrete Products Drawin No. 35-0048-00] (14,26 00 33 05 13 Prolile Gasket for 4' Diem. MII. Press -Seal Gasket Corp. 250-40 Gasket ASTM C -443/C-361 SS MI I t 26 99 33 05 13 IIDPE Manhole Adlustmenl Rings Ladlcch, Inc IIDPE Adluslmenl Ring Traffic and Non -Erotic area 5 13 (15 33 05 13 Manhole Exlcmal Wrap Canusa - CPS W'ra idSeal Manhole Encapsulation Ss/em Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1,2699 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowlilc ASTM 3753 Non-1ra0ic area (18,30 06 33 39 13 Fiberglass Manhole L.F. Menafaclerin Non-1ra171c anon Water & Sewer - Manholes & Bases/Frames & Corers/Rectangular 33-05-13 (Rev 2/3/16) 33 05 13 AIanhalc Fmmes and Covers I \e✓ca/orn Imo Works, Bass & I lays Foandrt I 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 13 05 13 Manhole Frances and Covers Western Iron W' or/as, BassO- I 10 (5 Foundr 30024 24" Dia. 33 115 13 Manhole Framed and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. (18/24 18 33 05 13 Manhole Framer and Covers Neenah Foundr, - R- 1272 ASTM A48 & AASIITO M306 24" Dia. 08,2410 33 05 13 Manhole Frames and Covers Neenah Foundry R. 165 -LM (Hinged) ASTM 948 & AASH1-0 M306 24" Dia. 08,24 18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM 948 & AASH 10 M306 30" Oia. 118,2418 33 05 13 Manhole Framesand Covers Neenah Foundr R -1743 -LM (Ilin ed) ,\STM A48 & AASI ITO M306 30" dia. 33 05 13 Manhole Frames and Covers Sigma Corporation Mll-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MII-(43N 33 05 13. Manhole Frames and Covers Pont-A-Mousson (ITS -STD 24" dia. 33 05 13 Manhole Framer and Covers Neenah Casten 24" did. 10 31 06 33 05 13 Manhole Frames and Covers ((Tinged) Powcrscal (Tinged Ductile Iron Manhole ASTM A536 24" Dia. 725 03 33 05 13 Manhole Frames and Covens Saint-Gobain Pi clines (Parnrew xus) RE-12-RSFS 311" Dia. 01,31,06 33 05 13 30" Din. MHRing and Cover East Jordan Iron Works \1432-2 and V1483 Designs AASIITO M306-04 30" Dia. 11/0210 33 05 13 30" Dia. M11MllRirrg and Cover SigeneCerporalior MI11651 FWN & MI116502 30' Dia 07/19,11 33 05 13 30" Dia. MIT Ring and Cover Star Pic Products M1132FTWSS-DC 30" Dia 08,10,11 33 05 13 30" Dia. MH Ring and Coder Aceacast 220700 Heevy Daly with Gaskcl Ring 30" Dia 10,14,13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gaskcl ASSHTO M10) & ASTM A536 30" Dia (16,(11,17 3405 I3 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 132"> ASTM A 48 30" Din. 09,16 19 33 05 13 30" Dia. MH Ringand Cover Crsn osite Access Products, L.P. CAI'-ONh: 30-FI'W, Composite, w Lock w/o Hin g 301)/n. 10,0721 340513 30"Dia. MH (Ring and Cover Rumbull Manufoeturi,rg 32"(30") Frame and Cover 30" 1)/a. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) ' 33 05 13 Manhole F''ames dad Covers Pont-A-Mousson Pamtigght 24" Dia, 33 05 13 Manhole Frames and Covers Neenah Coating 24" Dia. 33 05 13 Manhole Frames and Covers Western Iran Works,Baas & Hays Fnundi 300-241) 24" Dia, 330513 Manhole Frames and Covers McKinley Iron Works Inc WPA24AM 24" 1)/a. 03,08 00 33 05 13 Manhole Frames and Covers Accecast RC -21 00 ASTM A 48 24" Dia. 042001 3307 (3 Manhole Frames and Covers (SIP)Secam ore Industries Private 1.6k 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) 33 39 10 Manhole, ('recast Concrete Hydro Conduit Corp SPI. Item 449 ASTM C 478 48" 3339 10 Manhole, Precast Concrete 9,11 Concerts Pie Co. Inc. ASTM C-443 48" 09,2396 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08,18 33 39 10 Manhole, Precast Concrete (Ira 'turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" (0,2706 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring 06,09 10 3339 10 Manhole, Precast (Reinforced Pol yrner Concrete US Composite Pie Reinforced Pole nor Concrete ASTM C-76 48" to 72" 09,06 19 33 39 20 Manitole, Precast Concroto Forterra Pie need Precast 60" & 72" I.D, Manhole w/32" Cone ASTM C-76 60" & 72" (0,0721 32 39 20 Manhole, Precast Concrete Forterra Pi sand Precast 481.1). Manhole w,32" Cone ASTM C-77 48" (0,0721 33 39 20 Manhole, Precast (Reinforced Pol Hier Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 19.9721 333929 Manhole, Precast (Hybrid) Polymer & PVC PredI S. stems 48" & 60" I.D. Manhole w/32" Cmm 48" & 60" Nan Traffic Areas Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious '- F1-14 Manhole Rehab Systems a/adex ((4._2301 h1-14 Manhole Rehab Systems St—ta'd Cement Materials, Inc, Reliner MSP h:1-14 Manhole Rehab S 'tems AP/M 1'ennaform 4 20 01 h'.1-14 Manhole Rehab System Strong CompanyCnmpany Strong Seal MS2A Rehab System 5 12 03 h:1-14 Manhole Rehab S tom Liner Poly -triplex 1 rehnolog/es MH repair roduct to top infiltration ASTM 05813 083006 General Concrete Repair FlesKrete Technologies Vinyl Pol rater Repair Product Misc. Use Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious _ 05,2096 F1-14 Manhole Rehabs stems S ra ro , Spray Stall 1'ol rethane Coating ASTM 0639/0790 h 1-14 Manhole Rehab Systems' Sun Coast 121401 Ceasing for Corrosion rotectien(Exlcrior) ERTECH Sc' c 2023(1 and 2100 (As hatic Emulsion) For Exterior Coating of Concrese Str,clure5 Only ((1,31 06 Coatings for Corrosion Protection Chesterton Are 791, S1IB, SI, S2 Acid Resistance Test Server Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-3(11 Server A lications 118/3906 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications 03,19 18 33 05 16,33 39 10, 33 39 201 Coating Inn Corrosion rotection(Exlerior Sherwin Williams RR&C DempproofingNon-Fibercd Spray Grade (As hatic Emulsion For Exterior Coating of Concrete Structures Only From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Nate, All water or sewer nine lamer than 10 inch diameter shall he annrnved for use by the Water Denartment nn a non ert snerifir h. is. Snerial heddina may he reooired for some nines 1 1 1 Water & Sewer - Manhole Inserts - Field Operations Use Oulo (Rev 2/3/16) 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole [nserl South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" did 33 05 13 Manhole [snarl Nollow-Inflow Mad, to Order - Plastic ASTM D 1248 For 24" dia. 09/23 96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" did. 119,2'3 96 33 05 13 Manhole Insert Snuthweslem Packing & Seals, Inc. TclhcrLok - Stainless Stec) For 24" din Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11,11402_ S/eeeI Band Iasing Spoxre 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 SS[ (14/22 87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14 10 Stainless Sled l Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up 10 48" (19,14,10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casio Spacers Up /a48" (15,10 11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Upto48" 03,19 18 Casing Spacers BWM SS -12 Casing Spacer(Slainless Stool) 03,19 16 Casing Spacers BWM h'8.12 Casing Spacer (Coated Carbon Steel) f r Nonyressure Pipe and Grouted Casing 03,2922 3305 13 Casing Spacers CCI Pipeline Systems CSCI 2. CSS12 Water & Sewer - Pipes/Ductile iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell -file Ductile Iron Pressure Pipe, AWWA C150, 0151 3" thou 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. Asnorican Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thou 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. Arerican Flex Ring (Restrained Joint) AWWA C150, 0.151 4" thou 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, Cl51 * 331110. Ductile Iran Pipe MoWano Cast I run Pipe Co. AWWA C150, Cl51 NN ater & Sewer -Utility Line Marker (08/24/2018) Sewer - Coatings/Eposv 33-39-60 (01/08/13) 02, 25 0' Eroxr Lining Srstcm Sauveisen, Inc SewerG¢rd 210RS LA County t210-1.33 1214 01 Epana Lining S stern Eaech Technical Coatings Enoch 203(1 and 2100 Series (14,14 05 Interior Ductile Iron Pipe Coaling Induron Protecto 401 ASTM B -I17 Ductile Iron Pipe Onl. 01131 06 Coatings far Corrosion Protection Chesterton Arc 791, SlIIB, SI, S2 Acid Resistance Test Sewor Ar lications 8128/211116 Coatings for Corrosion Protection Warren En,ironmenlal S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Va1 es 05.251x 33 -31 -?fl ,\ir R:L.ue C al'. e A.R.I. USA, Inc. D025LTP02(Cnlnrositc Bad 2" Sewer - Pipes/Concrete E 1-04 cone. Pie, Reinforced Wall Concrete Pipa Co. Inc. ASTM C 76 E1-04 Cone. Pipe. Reinforced I I ern Conduit Corporation Class III T&G, SPL [tern #77 ASTM C 76 E1-04 rare Pipe, Reinforced Manson Concrete Products ASTM C 76 EI-04 Cone. Pie, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM S stern PIM Corporation Pal eth Icnc PIM Corp., Piscale War, N.J. Appraced Presiacaly McConnell S stoma McLat Construction Poi nth lone [less/an, Texas Apprased Precias,aiy "'[Os Bra/nn: Trerehless Replacement S stem Polyethylene Calgary, Canada Appraced Previous) Sewer - Pipe/Fiherglass Reinforced Pipe 33-31-13(1/8/13) 721 97 33 31 I3 Ccut. Cast Fiberglass (FRP) I lobas Pipe USA, Inc. Ilohas Pipe (Non -Pressure] ASTM D3262/D3754 03 22 10 3331 13 Fiber lass Pipe lFRPl Ameren Bond ]rand RPMP Pic ASTM D32621D3754 1140921 Glass -Fiber Reinforced Pol.. mer Pipe (FRP) Thompson Pic (mac Thompson Pipe lFlaa'cial ASTM D3262/D3754 4 14 (15 Polymer Modified Concrete Pipe Amitceh USA Meyer Pol Crete. Pipe ASTM C33. A276, F477 8" to 102", Class V 116119 10 E 1-9 Reinforced Pal rncr Concrete Pipe US Composite Pipe Reinforced Pal rncr Concrete Pipe ASTM C-76 Sewer - Pipes/HOPE 33-31-23(1/8/13) I]ngle-density rot e/lrylene s/Ire Phillips Drisco i e, Inc. Orticorc Ductile Polyethylene Pie ASTM D 1248 8" I liglc-dencicy rot nth Icnc ri e Plexco Inc. ASTM D 1248 8" ligh-dcnri/n paioeihyiera pipe Polls Pipe, Inc. ASTM D 1248 8" lIi h-densit rot nth lone pie CSR l[ dro C nduitPi reline S sterns McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/1(2/11 33-I 1-12 DR -14 PVC Pressure Pipe Pipelilo Jelslream PVC Pressure Pipe AWWA C9110 4" [hru 12" 10,22/14 33-11-12 DR -14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" Ihru 12" * From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 1N PLC: Htt Wales 1 __________soars Ue appt ovel our use o y Lila vvaeer Ue ar Lntent atl a rU eels ecule Dads. J octal oeuuistg 1 1 tidyUe I e wren IIII sll IIC pipes. 1 1 33-31-20 PVC Sewer Pipe J -M Manufacturing Co., Inc. (JM Eagle) SDR 26 AS I M 1) 3034 4"- IS" 12,23 97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SD2-26 ASTM 1) 3034 4" thru 15" 33-31-20 PVC Sewer Pipe Lamson \'ion Pipe ASTM P 789 4" thru L5" 01 18 18 33-31-20 PVC Sewer Pipe \'in itech PVC Pipe Gravit y Sewer ASTM 03034 4" thru 15" 11,11/98 33-31-20 PVC Sewer Pipe Diamond Plastils Corporation "5" Gravity Sewer Pie AS I M F 679 18" to 27" 33-31-20 1'VC Sewer Pipe J -M Manufacturing Co, Inc. (JM Eagle! SDR 26,35 I'S 115/46 ASTM F 679 18" -28" 091112 33-31-20 PVC Sewer Pipe Pi elite Jet Stream SDR-26 andSDR-35 ASTM F-679 18" 05 06 05 33-31-20 !'VC Solid Wall Pipe Diamond Plastics Corporation SDR 2635 I'S 115/46 ASTM P-679 18" to 48" 04,27 06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDK -35 Gasket Fittings ASTM D-3034, D-1784, etc 4"- 15" 33-31-20 PVC Sewer Fittings PlasticI rends, Inc(W'estlake) Gasketed PVC Sewer Main Fittings ASTM 1) 3034 3/19/2018 33 31 20 PVC Sewer Pie Pi elite Jet Stream SDR 35 ASTM F679 18"- 24" 3/192018 333120 PVC Sewer Pie Pi elife Jet Stream SOS 26 ASTM 03034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings !!'VC) GPK Products, Inc. SDR 26 ASTM 1)3034/F-679 4"- 15" 1021C00 33 31 20 PVC Sewer Pipe NAPCO(Westlakel SOS 26 ASTM 03034 4"- 15" 10/2220'_0 333! 20 PVC Sewer Pie Sanderson Pipe Corp. SDR 26 ASTM 03034 4"- 15" 10/21/2020 333! 20 PVC Sewer l'i e NAI'CO(Westlake) SDR 26,35 1'S 115/46 ASTM F-679 18"- 36" Sewer - Pines/Rehab/CTPP 33-31-12 101/18/13) Cured 'in Place I'i n Insitufonn Texark, Inc ASTM F 1216 05/03 99 Cared in Place I'/,e National hry rotech Group National Liner, (SP!.) Reif, #27 AS! M P-1216, U-5813 05 2995 Cured in Place Pipe Re holds Ina/Inliner Technol (Inliner USA) Inliner Fechnolo ASTM F 1216 Sewer - Pipes/Rehab/Fold & Form . Fuld and Fur", Pipe Cullum pipe Systems, Inc 11,03 98 Fold and Form Pipe lrvituf nn Technologies, Inc. Ins'ituf rm "Nul'I e" :ASTM F-1504 Fold and Form Pie American Pie & Plastics, Inc. Demo. Purpose0rrly 20400 Fold and Form Pie Ultraliner Ultralinet !'VC All 1'i goings ASTM F-1504, 1871, 1867 060903 Foldand Form Pie Miller 1'i elir.Cor . BX Method ASTM F-1504, F-1.947 U to 18" diameter Sewer - Pipes/Open Profile Large Diameter 1 09,2691 F:1D0-2 I'VC Sewer Pie, Ribbed I amson \'Ion Pipe Carlon V ylon H.C. Closed Profile Pipe, ASTM 0679 18" to 48" 09269! F:1 DO -2 PVC Sewer I'i e, Ribbed Extrusion Iechnol es, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM 0579 18" to 48" -.100-2 PVC Sewer Pipe, Ribbed U onor F: I'I Com an 11 10 10 IF! 00-2) Polypropylene PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS sanil'ite HI' Double Wall (Corrugated) ASTM F2736 24"-30" 1110 10 (F.100-2 Polypropylene (PP) Sewer Pipe, Tri le Wall Advanced Oraira a Systems (ADS) Sari l'ite HP Tri le Wall Pie .ASTM F 2764 30" to 60" 05 16 11 Steel Rainforced Polyethylene 1'i e Con Tech Construction Products Du'maxx ASTM F 2562 24" to 72" Water - Appurtenances 33-12-10 (07/01/13) 01,1818 73 -I^ -l0 Double Strop Saddle Romac 2021vs Nylon coated AWE' A C805 1"-2" SVC, up to 24"Pi e 08,28 0' Double Strap Saddle Saito, Blair #317 Nylon Coated Double Strap Saddle 07231_ 33-12-10 Double Strap Service Saddle Mueller Cam arry DR2S Double (SS) Strap DI Saddle AWWA 0800 I"-2" SVC, uto24"Pipe 10,27 87 Curb Stops -Hall Meter Valves McDonald 6100M,61 OOM F & 61 OM 1' 3,4" and 1" 102787 Curb Stops -Hall Meter Valves McDonald 4603B, 4504S, 61D0M, 61001'M and 6101 M I',' and 2" 5/25/2(118 33-12-10 Curb Slaps -Ball Meter Valves Ford Motor Bur, Co.. Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA 0800 5/25/21118 33-12-10 Curb Slaps -Bolt Meter Valycs Ford Meter Box Co., Inc. FB600-6-NL, FB1600.6-NL, F\'23 -666-W-- NL, L22-66NL AWWA C800 I -I: t' 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-4-N I„ FBI6D0-4-N E, B! 1-444-9, 8- NI, 822444-\VR-NI, I28-44NI. A\VWA C80D I" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Ca., ltd. I3 -270000,I3-247770-3, B -20200N-3, H- 15000N, , H -1552N, 81422760 AWWA 0800, ANSF 61, ANSI NSF 372 5/25/2018 33-12-10 Curb Stops -Ho!! Motor Valves Mueller Co„ Ltd. B-250DON, B -20200N-3, B -24277N-3,14 15000N, II -14276N, II -15525N AWWA C800, ANSF 61, ANSUNSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., I.td. B -25000N, 8-20200N-3,H-15DOON, H- 15530N AWWA C800, ANS' 61, ANSI/NSF 372 1" 01 2600 Coated I upping Saddle with Double SS Straps JCM Industries, Inc. 4406 Double Band SS Saddle 1 "-2"'laps air up to 12" 052! 12 33-12-25 'appiirg Sleeve (Coated Stroll JC'M Industries, Inc. 412 lapping Sleeve F.SS A W\VA C-223 Up 10 30" w/12" Out 032922 33-12-25 I appi,rg Sleeve (coated or Stainless Steel) JCM Industries, Inc. 415 lapping Sleeve AWWA (1-223 Concrete Pipe Orly 05 10 11 ' appi,rg Sleeve (Stainless Steel) Powerseal 3490A5 (Flan gel & 3490MI 4"-8" and 16" 02 29 12 33-12-25 I appir5 Sleeve (Coated Steel) Romac F!S420 AWWA (1-223 Up to 42" w24" Out 02 29 12 33-12-25 1'a it g Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA (1-223 Up to 24" w,12" Out 02291'_ 33-12-25 I'appirgSloese (Stain less Steel) Romac SS! III Stainless Steel AWWA C-223 Up to 30" w,!2" Out 051011 Joint Se air CIa rrp Powerseal 3232 Bell. Joint Re air Clam. 4" to 30" Plastic Meter Rox w/Com osite Lid DF\V I'Iastics Inc, UFW37C-12-1 FI'AF FI'W' Plastic Meter Box w/Cam osite Lid DF'SV Plastics. Inc. OF W39C-12-1 F FAF F-IS's 08 3006 Ples'tic Meter Box w/Com osite Lid DFW Plastics Inc. DFW65C-14-1 F:PAF FT W' Class "A" Concrete Meter Box Bass & Has CMB37-B12 1118 LID -9 Concrete Motor Box Hass & Says CMB-1B-Dual 14161-1 D-9 Concrete Meter Box Bass & Has CMB65-B65 1527 1"ID-9 Rater - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) * From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Notes All water nr sewer nine laroer than 1 cinch diameter shall he annrnved for use by the Water Denartment nn a nrn ert snerifir basis Snerial heddinse may he renoired for some nines 1 1n 1 1 1 1 on Air Release 33-31-70 01/08/13 I * hi -II Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 AS FM A 120 Class B, ASTM A I"& 2" 240 - float, ASTM A 307- Cover Halts -.1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", I"&2" FI-11 Combination Air Release Valve Valve and Primer Corp. APCO#143C, #142C end #147C I",2"&3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14) 1001 87 F -I - I I l)sy Ban e1 Fire Hydrant American -Darling Valve Drawing Nov. 90-18608, 94-18560 AW'\VA C-502 03131 88 F.-1-12 I)ry Barrel Fire Hydrant American Darling Valve SheDrawing No. 94-18791 AW'\VA C-502 09,3087 F:-1-12 Dry Barrel tire Hydrant Clow Coronation Shop Drawing Na. D-19895 AWWA C-502 01/1293 1-1-12 Dry Barrel Fire Hydrant American AVK Conr an y Model 2700 AWWA C-502 08,24 88 F-1-12 Dry Harrel tire Hydrant ClowCorporatiors Drawings 020435, D20436, 620506 AWWA C -a02 F-1-12 Dry Barrel Fire Hydrant III Kennedy Valve Shop Drawing No. f)-80783FW ASS\VA C-502 092487 F:-1-12 Dry Barrel Fine Hydrant M&H Valve Company Shop Drawin' No. 13476 AWWA C-502 10/14 87 R-1-12 Dry Barrel Fire Hydrant Mueller Corn an Shop Drawings No. 6461 A-423 Centurion AWWA C-502 (]1/15 88 E1-12 Dry Barrel Fire I] dranl Mueller Company Shop Drawing FII-12 A-423 Su cr Centurion 200 AWWA C-502 11109 87 E-1-12 Dry Barrel Fire I I dram U.S. Pie & Foundry Shop Drawin Nn. 96(]250 AWWA C-502 (]9,16 87 E-1-12 Drt Barrel Fire Ildrant Watcrous Compact Shop Drawing Na. SK7411103 AWIVA C-502 (18 12 16 33-12-40 Dry Barrel Fire I I dram EJ (East Jordan Iron Works) \VatcrMastcr 5CD250 Water - Meters ■ 112,115 93 EII) I-- Detector Check Meter Ames Company Model 100(1 Detector Check Valve AWWA C550 4"- t0" (]8/05 04 Magnetic Drive Vertical Turbine llcraey Magnolia Drive Vertical AWWA C701, Class 1 3,4" - 6" 'A ater - Pines/PVC (Pressure Water) 33-31-70 (01/08/133 (11,18 IS 33-11-12 PVC Pressure Pic Vin ttech PVC Pipe DR14 A\VW'A C900, A\VW'A 0605, ASTM D1784 4"-12" 3/19/2018 331112 PVC Pressure Pie Pirclife Jet Stream DR14 AWWA C900 4"-12" 3/19/2(118 331112 PVC Pressure Pie Pirclife Jet Stream DR] 8 AWWA O900 16-24" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C9110 4"-12" 5/25/2(1)8 33 11 12 PVC Pressure Pie Diamond Plastics Corporal/an DR 18 AWWA O900 16-24" 12,6/2(118 33 1112 PVC Pressure Pip. J -M Manufacturing Co., Inc d/b a JM Eagle DR 14 AWWA C900-16 UL 1285 ANSI,NSF 61 I'M 1612 4-28" 126/2018 33 11 12. PVC Pressure Pipe J -M Manufacturing Co., Inc d/b a JM Bogle DR 18 AWWA 0900-16 UL 1285 ANSENSF 61 FM 1612 i6'24" 9/62019 331112. PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4"-8" 9/60019 331112 PVC Pressure Pipe NAPCO(Westleke) DR18 AWWA C900 16" -24" 9/6 2019 33 11 12 PVC Pressure Pipe NAPCA(Wustlakc) DR14 A\VWA C900 4"- 12" 9/62019 331112 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 117/'3/42 E1-(17 Ducti lc lion Fittings Star Pip, Pmducls, In,. Mechanical .Joint Finings AWWA CI53 & CI I(1 El -07 Ductile Iron Fittings (rrifl n Pic Products, Co. Mechanical Joint Fittings AWWA C 110 * E1-07 Ductile Iron Fittings McWanc/7 lcr Pipe/ Union Utilities Division Mechanical Joint Fillings, SSB Class 350 W A A\VC 153. C 110, C 1 I 1 118 11 98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fillings, SSB Class 351 AWWA C 153, C 110, C 112 1122614 El -07 MJ Fittings Accucast Class 350 C-15) MJ Fittings AWWA C153 4"-12" 05 14 98 El -07 Ductile Iran Joint Restraints Ford Mcler Box Co. Uni-Flan e Uni-Flange Series 1400 AWWA 6)11 C153 4" to 36" 051498 E1-24 PVC Joinl.Restraints Ford Meter Box Co. Lni-Flan e Uni-Flange Series 1500 C.irclo-Lack AWWA C1Il/C153 4" to 24" I1 0904 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting A\V'\VA CI I I/C116,CI53 4" to 12" 11229 12 33-11-1l Ductile Iron Pipe Mechanical Joint Restraint EB.M Iron, Inc. Mcgalug Series 1100 (for DI Pipe) AW\VA Cl II/Cl 16,Cl 53 4" to 42" 02 29 12 33-11-1 I PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Mcgalug Series 20(10 (for PVC Pipe) AWWACI I I/C116,C153 4" to 24" 1180504 E1-07 Mechanical Joint Retainer Glands(PVC') Sigma, Co. Sigma One -Lek SLC4 - SLCI(1 AWWA Cl I1"C153 4" to 10" 03 06 19 33-11-11 Mechanical Joint Rclainer (ilands(PVC') Sigma, Co. Sigma One -Lot, SLCS4 - SLCS12 A\VWA CI I LC153 4" to 12" 08 (15 04 E1117 Mechanical Joint Retainer (Glands(PVC'.) Sigma, Co. Sigma One-Lnk SLCE AWWA CIII1C153 12" to 24" 08 199% El -07 M.I Fiuin s(DIP) Sigma, Co. Sigma One -Lot, SLDE A\VWA C153 4" - 24" 10 12 111 E1-24 Interior Restrained Joint S stun S & B Techocial Products Bulldog System( Diamond Lnk 21 & JM ASTM F-1624 4" to 12" 08 1606 E1-07 Mechanical Joint Fi)tin s SIP Industries(Scram nro) Mechanical Joint Fittings AW WA C153 4" to 24" I1 0716 33-11-11 Mechanical Joint Retainer (Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A5)6 AWWA Cl I I I1 07 16 33-11-1l Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3110(1 ASTM A536 AWWA 0.111 03 19 18 33-11-11 Mechanical Joint Retainer Glands SIP mdustries(Seram orel EZ (Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA 0111 3"-48" 031918 33-11-1I Mechanical Joint Retainer Glands SIP Industrieslseraiii pore) EZ Grip Joint Restraint (EZD) Red for C90(] DR14 PVC Pipc ASTM A536 AWWA C-111 4"-12" 031918 3)-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint(EZD) Red tar 0900 DI PVC Pipc AS IM A536 AWWA CIII 16-24" From Original Standard Products list FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Nate, All water or sewer nine lamer than 19 inch diameter shall he annrnved for use by the Water Denartment nn a nrn ert snerifir h. is. Snerial heddino may he reooired for some nines III.I?k5!I • 1fl1TIrTuu.isl Water - Pines/Valves & Fittin s/Resilient Seated Gate Valve* 33-12-20 05/13/15 1F.II.1 1' Resilient Wedged Gate Valvew no Gears American Flow Control Series 2500 Drawing 494-20247 16" 121302 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 A\VW'A 0515 30" and 36" 083199 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 2516 (SI) 94-20247) A\VW'A 0515 16" 102400 h:1-26 Resilient WedgeGate Valve American Flow Control Series 2500 (Dtle Iron) A\Vµ'A 0515 4" to 12" 080504 Resilient Wedge Gate Valve American Flow Control 42"and48" AFC 2500 AWWA 05L5 42"and48" 052391 P1-26 Resilient Wedge Gate Valve American AS'K Conran American ASK Resilient Seeded GV AWWA C509 4" to 12" 012402 h:1-26 Resilient Wedge Gate Salve American A\'K. Conran 20"ant{ smeller El -26 Resilient Seated Gate Valve Kennedy 4"- 12" FI-26 Resilient Seated Gate Valve M&H 4"- 12" o P1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 1108/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 ISO 6647) A\VW'A 0515 16" 01'23/03 Resilient Wedge Gate Valve Mueller Co. Series 62360 for 18-24" (SI) 67091 AWWA C515 24" and smaller 051305 Resilient Wedge Gate Valve Mueller Ce, Mueller 3M&36",C-5G AWWA C5L5 30" and 36" 013106 Resilient WedgeGute Valve Mueller Co. Mueller 42"&48",C-515 AS/WA C515 42"and48" 012888 h1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4"- 12" 100494 Resilient Wed Gate Valve Clow Valve Co. 16" RS GV (SI) D-20995 AWWA C515 16" 110899 P.1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow SW Valve (SO D-216521 A\VW'A C5L5 24"and smaller 112904 Resilient Wedge Gate Valve Clow Valve Co. CIow30"&36"C-515 AWWA C515 30" and 36" (Note 3 113012 Resilient Wedge Gate Salve Clow Valve Cu. Clow Valve Model 2638 A\VW'A C515 24" to 48"(Note 3) 05/08/91 h:1-26 Resilient Seated Gate Valve Stockham Felons &Fittings AWWA C 509, ANSI 420 -stem, AS'1"M A 276 type 304 - Bolts & 4"- 12" E1-26 Resilicnt Seated Gate Valve U.S. Pic and Foundry Co. Monaural 250, re uirements SPL 474 3" to 16" 11126 16 33-12-20 Resilient See/ad Gate Vulva EJ (East .lordan Iran Works) El FlewMaster Gate Valve & Boxes 08/24/18 Mateo Gate Valve Mateo -Norco 225 MR A\VW'A,A NSI CI15/An21.15 4" to 16" Water-Pipes/Valves & Fittines/Rubber Seated Butterfl' Valve 33-12-21 (07/10/14) F1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24" F1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1 11 99 h.1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 561203 E.1-30 Valmatic American Butterfl Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly \'aloe. AWWA C-504 Up to 84" diameter 04 06 07 h:1-30 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 Audersonl AWWA C504 Butterfly Valve AS/IRA C-504 30"-54" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05, 1'_ 05 F 1-13 1'01 yetlricne Fncasment Flexsol Packaging Fulton vrterprieee Altos A 0105 8 mil ILD 05,1_2 05 F1-13 Polyethylene Fncasment Mountain States Plastics (MSI' and Al/I' Ind. Standard Hardware AWWA Cl 01 8 mil LL[] 05,12 05 h:1-13 Polyethylene h:ncasment Ah:P Industries Sulley'oeg b'Cowtuwn Salt & Gasket AWµ'A C105 8 mil 1.1.1) 09,06 19 33-11-1 I Polyethylene Fncasment Nortlrtowe Products Inc. Ph. Encasement for DII' A\VWA C105 8 mil LLD Water - Sampling Station 3,1'_96 Water Sam ling Station Water Plus 1320 Water Sane lingStation Water - Automatic Flusher 10,21 20 Automated Fluahino S stein Mueller ll drnused I I(16-A-IN-2-BRN-L PRR(Pnrtablc) IIG2-A-IN--2-PVC-(ll S-LPL(i(Pcrmancnt 04/0921 Automated Flushing Sysu;m Kupf le Foundry Company Eclipse 49800wc 64/0921 Automated Flushing System Kupferle Foundry Company h:clipse #9700 (Portable) * From Original Standard Products List CCCCCC DC•\ 0CC 0CC •\0 ACC CCCCCCCCCCCCC'OC\0CCCCCCCC'0CCCCCCC\DCCC N 0000000000000000 N N N N N O N N N N Ij C C NJIJNJNJNJNJNJNJFJNJNJNJ N N N N O O N N N IJ 0 0 N N N N 0 0 N N N N 0 0 N N N IV 0 0 N N N O NJ N IJ N 000000000000000000000000000000000000000000 N N IJ IJ N N N N N N N N N N N N N N IJ N N N N N N N t.Y N N N IJ N N IJ 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 w w O w 0 0 0 0 0 0 0 0 0 0 0 0 O O O W O W O W O w 0 0 0 0 0 0 0 C O 0 0 0 0 0 0 0 w O w O w 0 C O w 0 `^. 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N ti N N N Nbb bNbb b bt7°�bbb - N �� N z zzrra"rr V1 C J O V N o E o � B w E 5 G E " B0o W E s 'gym w 'y B B g o G a w O. o r% E ° 0 g 0 .n R ti o a ° oho o � BB- w r W � 7) a w H 0000000 yHy 0 H H 0 H H 0 0OO (ID NJWNJNJNJWNJWNJNJNJ )0 ( K:EE[EE:EEF[ ( ((}}{\C C }${$}\ 222222 j\jj4~\ \/�/\+{522 { \©\\ aa'C a flPH QQQ\j/ HHHHH&f a f( 2@/2§)2k\22 FORT WORTH® City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Mountain Cascade of Texas, LLC Subject of the Agreement: Silver Creek Force Main, Gravity Main and Water Main, Part 2 M&C Approved by the Council? * Yes 9 No ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 8 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 9 No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 8 If only specific information is Confidential, please list what information is Confidential and the page it is located. Pages 255 Effective Date: 08/11/2026 If different from the approval date. Expiration Date: N/A If applicable. Is a 1295 Form required? * Yes ❑ No 0 *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 104489 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 8 No 0 Contracts need to be routed for CSO processing in the following order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.