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066065-V1 - Construction-Related - Contract - Webber Waterworks LLC
FORT WORTH® City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Webber Waterworks LLC Subject of the Agreement Mary's Creek Water Reclamation Facility Agreement signed on Page 114 of Volume 4 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 0 No UI If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 0 No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 0 If only specific information is Confidential, please list what information is Confidential and the page it is located. Page 124-155 Effective Date: 8/25/2026 Expiration Date: If different from the approval date. If applicable. Is a 1295 Form required? * Yes ® No ❑ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. C01239 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes ❑ No UI 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. ORT WORTH® CSC No. 66065 CONTRACT FOR THE CONSTRUCTION OF Mary's Creek Water Reclamation Facility City Project No. C01239 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Chris Harder Director, Water Department Prepared for The City of Fort Worth Water Department VOLUME 1 OF 12 APRIL 2026 EXECUTED PLUMMER OFFICIAL RECORD Plummer Associates, Inc CITY SECRETARY 1320 S University Drive, Suite 300 Fort Worth, Texas 76107 FT. WORTH, TX TBPE Firm No. F-13 In Association with ......................... JOSHUA P. FRISINGER '4, p.. 97545 .• ' .t4 E8,8T£A.���� 6/10/2026 GAI Gupta & Associates, Inc CONSULTING ENGINEERING Automation A company of tructure v% McIQM�CREED LANDSCAPE Jacobs ARCHITECTS PAGE INTENTIONALLY LEFT BLANK MARYS CREEK WRF SECTION 00 01 07 ENGINEER'S SEALS PAGE SPECIFICATION PREPARED BY PLUMMER ASSOCIATES, INC. TBPE FIRM NO. F-13 Joshua P. Frisinger, P.E. #97545 Section Number and Title Division 00 Procurement And Contracting Division 01 General Requirements (Except 01 45 33 Special Inspection Observation and Testing and 01 88 15 Anchorage and Bracing) Division 02 Demolition 06 70 00 Fiberglass Reinforced Plastic Products & Fabrications 06 74 13 Fiberglass Weirs and Baffles 13 34 23.33 Precast Concrete Buildings 22 1429 Submersible Sump Pump 32 31 00 Fences and Gates 33 0110.58 Disinfection Potable Water Piping and Tanks 33 05 13 Manholes 33 05 39.41 Reinforced Concrete Pipe 33 32 26 Ejector Pumps 35 20 16.25 Fabricated Slide Gates and Stop Logs 40 01 05 Field Testing of Piping Systems 40 05 05 Piping System, Basic Materials and Methods 40 05 15 Piping Support Systems 40 05 19 Ductile Iron Pipe 40 05 23 Stainless Steel Process Pipe and Tubing 40 05 24 Steel Pipe 40 05 31.13 PVC and CPVC Process Pipe 40 05 33 High Density Polyethylene (HDPE) Process Pipe 40 05 36 Piping System, Fiberglass Pressure Pipe 41 22 13.13 Overhead Cranes 41 22 23.16 Portable Davit Crane and Winch 4122 23.19 Monorail Hoists 43 22 10 Common Requirements for Pumps 43 4001 Polyethylene Storage Tank 43 23 69 44 42 56.16 Chemical Feed Systems Peristaltic Hose Pump ....................... / JOSHUA P. FRISINGER ............................1 ll ll1�s�ONAI �NC`� \\ Joshua P. Frisinger, P.E. Nom` 3/30/2026 #97545 � j4 . MARCH 23, 2026 ENGINEER'S SEALS PAGE ©COPYRIGHT 2025 PLUM ER 0001 07- 1 MARYS CREEK WRF SPECIFICATION PREPARED BY PLUMMER ASSOCIATES, INC. TBPE FIRM NO. F-13 Paula A. Monaco, PhD, P.E. #132844 Section Number and Title 40 75 00.01 Bioreactor Instrumentation System 40 05 74.13 Diaphragm Valves for Aeration Control 43 1112 Blower High Speed Turbo 43 21 39 Pumps, Dry -Pit Submersible Centrifugal 43 22 56.01 Submersible Mixers 4442 25.02 Aluminum Flat Panel Cover System 4442 56.04 Submersible Pumps 44 45 16.02 Fine Bubble Air Diffuser System 46 25 34 FOG and Scum Mixing Equipment PAULA MONACO ._./ o132844t. \\�" �' x/30/2026 Paula A. Monaco, PhD, P.E. #132844 ENGINEER'S SEALS PAGE MARCH 23, 2026 0001 07-2 ©COPYRIGHT 2025 PLUMMER MARYS CREEK WRF SPECIFICATION PREPARED BY PLUMMER ASSOCIATES, INC. TBPE FIRM NO. F-13 Jenny Beth Murray, P.E. #142379 Section Number and Title 44 42 19.04 Rotary Positive Displacement Blower 44 42 56.13 Progressing Cavity Pumps 46 51 21 Aeration System, Coarse Bubble Membrane Diffusers _ SCE OF TF�\%1 .................. JENNY BETH MURRAY ................................../ �. 142379 &.'i 3/30/2026 Jenny Beth Murray, P.E. #142379 MARCH 23, 2026 ©COPYRIGHT 2025 PLUMMER ENGINEER'S SEALS PAGE 000107-3 MARYS CREEK WRF SPECIFICATION PREPARED BY PLUMMER ASSOCIATES, INC. TBPE FIRM NO. F-13 Bradley Deaton, P.E. #133296 Section Number and Title 4442 56.03 4442 56.04 *1 .*i .............................. BRADLEY T. DEATON II .............................. 133296 r ENS Vertical Turbine Pumps Submersible Pumps Bradley Deaton, P.E. #133296 ENGINEER'S SEALS PAGE MARCH 23, 2026 0001 07-4 (DCOPYRIGHT 2025 PLUMMER MARYS CREEK WRF SPECIFICATION PREPARED BY PLUMMER ASSOCIATES, INC. TBPE FIRM NO. F-13 Hannah Salinas Frels, P.E. #130165 Section Number and Title 13 34 23 Prefabricated Fiberglass Shelters 33 21 00 Non -Chlorinated, Non -Potable Plant Water System 40 05 36.13 Foul Air Fiberglass Ductwork 40 05 64.43 Fiberglass Dampers 43 1119 Foul Air Fans 44 3111 Biological Tower Type Odor Control System 44 3116 Carbon Adsorber Odor Control System 44 31 83 Foul Air Collection System Testing, Adjusting, and Balancing .......................: *. HANNAH E. SALINAS FRELS 130165•.• L ENv`� 03/31/2026 Hannah Salinas Frels, P.E. #130165 MARCH 23, 2026 ENGINEER'S SEALS PAGE ©COPYRIGHT 2025 PLUMMER 0001 07-5 MARYS CREEK WRF SPECIFICATION PREPARED BY PLUMMER ASSOCIATES, INC. TBPE FIRM NO. F-13 Raviola Wenno, P.E. #142677 Section Number and Title 46 46 23 Tank Washdown and Booster Pump System 'PP3/3o/2o26 Raviola Wenno, P.E. #142677 ENGINEER'S SEALS PAGE MARCH 23, 2026 0001 07-6 (DCOPYRIGHT 2025 PLUMMER MARYS CREEK WRF SPECIFICATION PREPARED BY GUPTA AND ASSOCIATES, INC. TBPE FIRM NO. F-2593 Andrew Reed, P.E. #123384 Section Number and Title Division 26 Electrical 40 41 00 Electrical Heat Tracing �P�E OF r ANDREW A. REEDS 123384 0 vW `SSONALEN� �•� 03/30/2026 Andrew Reed, P.E. #123384 MARCH 23, 2026 ©C0PYRIGHT 2025 PLUMMER ENGINEER'S SEALS PAGE 000107-7 MARYS CREEK WRF SPECIFICATION PREPARED BY SIGNATURE AUTOMATION TBPE FIRM NO. F-4711 Anthony V. Scudieri, P.E. #89088 Section Number and Title 28 00 05 Electronic Security System 40 61 00 Process Control Systems General Provisions 40 61 21 Process Control System — Testing 40 61 21A Instrument Calibration Certificate 40 61 21B Unwitnessed Factory Test Forms 40 61 21C Witnessed Factory Test Forms 40 61 21D Operational Readiness Test Forms 40 61 21E Functional Demonstration Test Forms 40 61 21F Site Acceptance Test Forms 40 61 26 Process Control Systems — Training 40 61 93 Process Control Systems Input Output List 40 61 96 Control Descriptions 40 62 00 Computer Hardware and Software 40 63 00 PLC Hardware and Software 40 66 00 Network Equipment 40 66 33 Fiber -Optic Communication Cabling and Connectors 40 66 43 Radio Equipment and Systems 40 66 66 Communication Towers 40 67 00 Control Panels and Components 40 67 63 Uninterruptible Power Supplies 40 68 00 Applications Engineering Services 40 71 00 Flow Instruments 40 72 00 Level Instruments 40 73 00 Pressure Instruments 4074 00 Temperature Instruments 40 75 00 Liquid Analytical Instruments 40 76 00 Gas Analytical Instruments Anthony V. Scudieri, P.E. #89088 t ' O ANTHONY V.•SCUDIERI•P •/ -o •. 89088 .• � � Se��,i ro �htit�����'p\` �2 ENGINEER'S SEALS PAGE MARCH 23, 2026 0001 07-8 ©COPYRIGHT 2025 PLUMMER MARYS CREEK WRF SPECIFICATION PREPARED BY JQ-IMEG LLC TBPE FIRM NO. F-26651 Ovidiu M. Sipos, P.E. #111707 Section Number and Title 31 10 00 Site Clearing 31 23 23.1 Borrow 31 25 00 Erosion and Sediment Control 31 3700 Riprap 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways, and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 17 23 Pavement Markings 33 4110 Reinforced Concrete Storm Drain Pipe Culverts 33 49 10 Storm Drain Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets OVIDIU M. SIPOS 7 &w - �'•• 11170:�� Ovidiu M. Sipos, P.E. #111707 MARCH 23, 2026 ENGINEER'S SEALS PAGE ©COPYRIGHT 2025 PLUMMER 0001 07-9 MARYS CREEK WRF SPECIFICATION PREPARED BY CCA LANDSCAPE ARCHITECTS, INC. TBAE# 3027 Jaclyn Clark Szafranic, Registered Landscape Architect #3165 Section Number and Title 01 56 39 Tree Protection, Removal, and Pruning 32 84 00 Landscape Irrigation System 32 92 00 Turf and Grasses 32 93 00 Landscaping GppAK SZ �(P 3165 �Pyh 03/30/2026 Jaclyn Clark Szafranic, Registered Landscape Architect #3165 ENGINEER'S SEALS PAGE MARCH 23, 2026 0001 07- 10 ©COPYRIGHT 2025 PLUMMER MARYS CREEK WRF SPECIFICATION PREPARED BY JACOBS ENGINEERING GROUP TBPE FIRM NO. F-2966 Lei Wei, PE No. 99776 Section Number and Title 31 1000 31 23 13 31 23 16 31 23 19.01 31 23 23 31 23 23.15 31 41 00 •• ��" TFff1 .................. *.i i ......... LEI WEI ......... P°•. 99776 : �.' fh; �ONAL �'••• 03-30-2026 Site Clearing Subgrade Preparation Excavation Dewatering Fill and Backfill Trench Backfill Shoring MARCH 31, 2026 ENGINEER'S SEALS PAGE ©COPYRIGHT 2025 PLUMMER 0001 07- 11 MARYS CREEK WRF SPECIFICATION PREPARED BY JACOBS ENGINEERING GROUP TBPE FIRM NO. F-2966 Alex Shefferman, P.E. Section Number and Title 2113 13 283100 Ti"S���) j ALEX E RMAN j 10ENS.• � .ff 3/30/26 Alex Shefferman, P.E. Wet -Pipe Sprinkler Systems Fire Detection and Alarm MARCH 31, 2026 ©COPYRIGHT 2025 PLUMMER ENGINEER'S SEALS PAGE 00 01 07 - 12 MARYS CREEK WRF SPECIFICATION PREPARED BY JACOBS ENGINEERING GROUP TBPE FIRM NO. F-2966 Brian Lee Hendon, Registered Architect No. 25284 Section Number and Title 04 21 13.13 Masonry Veneer 05 50 00 Metal Fabrications 06 10 00 Rough Carpentry 06 16 00 Sheathing 06 41 00 Architectural Wood Casework 06 82 00 Glass Fiber Reinforced Plastic 07 13 53 Elastomeric Sheet Waterproofing 07 21 01 Therman Insulation 07 26 16 Below Grade Vapor Retarders 07 2726 Fluid -Applied Membrane Air Barriers 07 40 00 Roofmg and Siding Panels 07 42 13.23 Metal Composite Material Wall Panels 07 62 00 Sheet Metal Flashing and Trim 07 70 00 Roof Specialties and Accessories 07 84 00 Firestopping 07 92 00 Joint Sealants 07 95 13 Expansion Joint Cover Assemblies 08 11 16 Aluminum Flush Doors 08 12 16 Interior Aluminum Frames and Doors 08 16 13 Fiberglass Doors 0831 23 Floor Doors 08 33 23 Overhead Coiling Doors 08 41 13 Aluminum -Framed Entrances and Storefronts 08 44 13 Glazed Aluminum Curtain Walls 08 71 00 Door Hardware 08 80 00 Glazing 08 90 00 Louvers and Vents 09 22 16 Nonstructural Metal Framing 09 29 00 Gypsum Board 09 30 00 Tiling 09 5113 Acoustical Panel Ceilings 09 65 00 Resilient Flooring 09 67 00 Fluid -Applied Flooring 09 77 01 Fiberglass -Reinforced Plastic (FPR) Panel Walls 09 80 00 Acoustical Wall Panel System 09 90 00 Painting and Coating 10 14 00 Signage 10 21 00 Toilet Compartments 10 28 00 Toilet and Bath Accessories 10 44 00 Fire Protection and Safety Equipment 10 51 00 Lockers 10 73 00 Metal Awnings and Canopies ENGINEER'S SEALS PAGE MARCH 23, 2026 0001 07- 10 ©COPYRIGHT 2025 PLUMMER MARYS CREEK WRF 10 8113 Architectural Bird Control 11 31 00 Appliances 12 35 53.13 Metal Laboratory Casework 12 48 16 Entrance Floor Grilles FOFI March 30. Brian Lee Hendon, Registered Architect No. 25284. MARCH 23, 2026 ENGINEER'S SEALS PAGE ©COPYRIGHT 2025 PLUMMER 0001 07 - 11 MARYS CREEK WRF SPECIFICATION PREPARED BY JACOBS ENGINEERING GROUP TBPE FIRM NO. F-2966 Phillip K. Dewolfe, P.E. Section Number and Title 23 05 14B HVAC Adjustable Frequency Drives 23 05 48B Vibration Isolation and Seismic Controls for HVAC Piping and Equipment 23 05 93B Testing, Adjusting, and Balancing for HVAC 23 07 00B HVAC Insulation 23 09 00B Instrumentation and Control Devices for HVAC 23 09 13 HVAC Controls — Field Components and Instruments 23 09 23B Direct Digital Control System for HVAC 23 23 00B Refrigerant Piping 23 31 13B Metal Ducts and Accessories 23 31 16.16B Thermoset Fiberglass -Reinforced Plastic Ducts and Accessories 23 34 00B HVAC Fans 23 36 00B Air Terminal Units 23 37 00B Air Outlets and Inlets 23 77 00 Air Handling Units 23 81 00 Unitary Air -Conditioning Equipment 23 82 00 Terminal Heating and Cooling Units Phillip K. DeWolfe, P.E. No. 102003 MARCH 31, 2026 ENGINEER'S SEALS PAGE ©COPYRIGHT 2025 PLUMMER 0001 07- 15 MARYS CREEK WRF Section Number and Title 22 07 00 Plumbing Piping Insulation 22 10 01 Plumbing Piping and Accessories 22 10 01.02 Polyvinyl Chloride Drain Waste and Vent Pipe and Fittings 22 10 01.03 Cast Iron Soil Pipe and Fittings 22 10 01.04 Acid -Resistant Cast Iron Pipe and Fittings 22 10 01.06 Acid -Resistant Polypropylene Waste and Vent Pipe and Fittings 22 10 01.08 High -Density Polyethylene Pipe and Fittings — Water and Sewer Service 22 10 01.12 Polyethylene Pipe and Fittings — Natural Gas Service 22 30 00 Plumbing Equipment 22 4000 Plumbing Fixtures 3r30'26 Phillip K. DeWolfe, P.E. No. 102003 ENGINEER'S SEALS PAGE MARCH 31, 2026 0001 07- 16 ©COPYRIGHT 2025 PLUMMER MARYS CREEK WRF SPECIFICATION PREPARED BY JACOBS ENGINEERING GROUP TBPE FIRM NO. F-2966 Alex Bannerot, P.E. No. 91686 Section Number and Title 01 45 33 Special Inspection, Observation, and Testing 01 88 15 Anchorage and Bracing 03 01 32 Repair of Vertical and Overhead Concrete Surfaces 03 01 33 Repair of Horizontal Concrete Surfaces 03 10 00 Concrete Forming and Accessories 03 15 00 Concrete Joints and Accessories 03 21 00 Steel Reinforcing 03 30 00 Cast -In -Place Concrete 03 35 00 Concrete Finishing 03 39 00 Concrete Curing 03 40 00 Precast Concrete 03 62 00 Grouting 03 63 00 Concrete Doweling 03 64 23 Epoxy Injection Grouting Injection Grouting 03 64 24 Polyurethane Injection Grouting 04 22 00 Concrete Unit Masonry 05 05 19 Post -Installed Anchors 05 05 23 Welding 05 12 00 Structural Steel Framing 05 21 19 Open Web Steel Joist Framing 05 31 00 Steel Decking 05 41 00 Structural Metal Stud Framing 05 50 00 Metal Fabrications 05 51 19 Aluminum Stairs and Platforms 05 52 16 Aluminum Guardrails (Railings) 05 53 00 Metal Gratings 06 82 00 Glass -Fiber -Reinforced Plastic 13 34 19 Metal Building Systems 33 16 13.15 Prestressed Concrete Tank with Steel Diaphragm ..ALEX PANNEROT'+ ►.. 91686 IJ'l Mar 2026 Jacobs Engineering Group Inc. Alex Bannerot, P.E. No. 91686 Texas Registration #296€ APRIL 6, 2026 ©COPYRIGHT 2025 PLUMMER ENGINEER'S SEALS PAGE 00 01 07 - 17 MARYS CREEK WRF SPECIFICATION PREPARED BY JACOBS ENGINEERING GROUP TBPE FIRM NO. F-2966 Arifur Rahman, PE No. 133452 Section Number and Title 4442 56.13 Progressing Cavity Pumps 4444 63.01 Polymer Feed System, Liquid 44 46 13.02 Screw Conveyor System 4446 26.03 Rotary Drum Thickeners •. cP • ;.* d ........... ............l.. ARIFUR RAHMAN of .. �.....................;..- I� 13345 p2 . • r . lid N� ' r1 Ate.••... 3D Match March 2026 Arifur Rahman, PE No. 133452. MARCH 31, 2026 ©C0PYRIGHT 2025 PLUMMER ENGINEER'S SEALS PAGE 00 01 07- 18 TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY Volume 1 Section Number and Title DIVISION 00 - CONTINUED 00 00 00 Cover 00 01 07 Engineer's Seals Pages 00 0110 Table of Contents 00 05 10 Mayor and Council Communications (M&C) 00 05 15 Addendum 1, 2 and 3 Volume 2 DIVISION 00 - CONTINUED 0005 15 Addendum 4 Volume 3 DIVISION 00 - CONTINUED 00 05 15 Addendum 5, 6, 7, and 8 Volume 4 DIVISION 00 - CONTINUED 00 1113 Invitation to Offerors 00 2113 Instructions to Offerors 00 35 13 Conflict of Interest Statement 0041 00 Proposal Form 00 42 43 Offeror's Proposal Form 0043 13 Proposal Security 00 43 37 Vendor Compliance to State Law Non Resident Proposer 00 45 12 Subcontractor and Major Equipment Supplier List 00 45 26 Contractor Compliance with Workers Compensation Law 00 52 43 Agreement 00 6113 Performance Bond 0061 14 Payment Bond 00 6119 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions July 30, 2026 TABLE OF CONTENTS © COPYRIGHT 2025 PLUMMER 00 01 10 - 1 TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY DIVISION 00 - CONTINUED 00 80 00 TWDB Required Documents 00 80 01 TWDB Forms and Templates DIVISION 01 01 11 00 Summary of Work 01 11 17 Installation of Pre -Selected Equipment 01 12 16 Sequence of Construction 01 2110 Unit Bid Items 01 25 00 Substitution Procedures 01 26 00 Contract Modification Procedures 01 26 13 Requests for Information 012900 Payment Procedures 01 31 13 Project Coordination 01 3119 Preconstruction Meetings 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 32 35 Aerial Photographic Documentation 01 33 00 Submittal Procedures 01 35 13 Special Project Procedures 01 40 00 Quality Requirements 01 42 13 Abbreviations and Acronyms 01 43 33 Manufacturer's Field Services 01 45 16.13 Contractor Quality Control 01 45 23 Testing and Inspection Services 01 45 33 Special Inspection Observation and Testing 01 50 00 Temporary Facilities and Controls 01 56 39 Tree Protection, Removal, and Pruning 01 57 13 Storm Water Pollution Prevention 01 58 13 Temporary Project Signage 01 61 00 Common Product Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 73 00 Execution Requirements 01 74 23 Cleaning 01 75 01 Equipment Factory Acceptance Testing 01 76 00 Asset Management List 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 36 Warranties 01 78 39 Project Record Documents TABLE OF CONTENTS July 30, 2026 000110-2 © COPYRIGHT 2025 PLUMMER TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY DIVISION 01 - CONTINUED 01 78 43 Spare Parts and Maintenance Materials 01 88 15 Anchorage and Bracing 01 9114 Equipment Testing and Facility Startup DIVISION 02 02 41 00 Demolition DIVISION 03 03 01 32 Repair of Vertical and Overhead Concrete Surfaces 03 01 33 Repair of Horizontal Concrete Surfaces 03 10 00 Concrete Forming and Accessories 03 15 00 Concrete Joints and Accessories 03 21 00 Steel Reinforcing 03 30 00 Cast -In -Place Concrete 03 35 00 Concrete Finishing 03 39 00 Concrete Curing 03 40 00 Precast Concrete 03 62 00 Grouting 03 63 00 Concrete Doweling 03 64 23 Epoxy Resin Injection Grouting 03 64 24 Polyurethane Injection Grouting Volume 5 DIVISION 04 0421 13.13 Masonry Veneer 04 22 00 Concrete Unit Masonry DIVISION 05 05 05 19 Post -Installed Anchors 05 05 23 Welding 05 12 00 Structural Steel Framing 05 2119 Open Web Steel Joist Framing 05 31 00 Steel Decking 05 41 00 Structural Metal Stud Framing 05 50 00 Metal Fabrications 05 5119 Aluminum Stairs and Platforms July 30, 2026 TABLE OF CONTENTS © COPYRIGHT 2025 PLUMMER 000110-3 TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY DIVISION 05 - CONTINUED 05 52 16 Aluminum Guardrails Railings 05 53 00 Metal Gratings DIVISION 06 06 10 00 Rough Carpentry 06 16 00 Sheathing 06 41 00 Architectural Wood Casework 06 70 00 Fiberglass Reinforced Plastic Products & Fabrications 06 74 13 Fiberglass Weirs and Baffles 06 82 00 Glass -Fiber -Reinforced Plastic DIVISION 07 07 13 53 Elastomeric Sheet Waterproofing 07 21 01 Thermal Insulation 07 26 16 Belowgrade Vapor Retarders 07 27 26 Fluid Applied Membrane Air Barriers 0740 00 Roofing and Siding Panels 07 42 13.23 Metal Composite Material Wall Panels 07 62 00 Sheet Metal Flashing and Trim 07 70 01 Roof Specialties and Accessories 07 84 00 Firestopping 07 92 00 Joint Sealants 07 95 13 Expansion Joint Cover Assemblies DIVISION 08 08 1116 Aluminum Flush Doors 08 12 16 Interior Aluminum Frames and Doors 08 16 13 Fiberglass Doors 08 31 23 Floor Doors 08 33 23 Overhead Coiling Doors 08 41 13 Aluminum -Framed Entrances and Storefronts 0844 13 Glazed Aluminum Curtain Walls 08 71 00 Door Hardware 08 80 00 Glazing 08 90 00 Louvers and Vents TABLE OF CONTENTS July 30, 2026 000110-4 © COPYRIGHT 2025 PLUMMER TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY DIVISION 09 09 22 16 Nonstructural Metal Framing 09 29 00 Gypsum Board 09 30 00 Tiling 09 5113 Acoustical Panel Ceilings 09 65 00 Resilient Flooring 09 67 00 Fluid -Applied Flooring 09 77 01 Fiberglas Reinforced Plastic Panel Walls 09 80 00 Acoustic Wall Panel System 09 90 00 Painting and Coating 09 90 01 Paint System Data Sheet (PSDS) 09 90 02 Paint Product Data Sheet (PDS) 09 96 35 Chemical -Resistant Coatings DIVISION 10 10 14 00 Signage 10 21 00 Toilet Compartments 10 28 00 Toilet and Bath Accessories 10 44 00 Fire Projection and Safety Equipment 105100 Lockers 10 73 00 Metal Awnings and Canopies 10 8113 Architectural Bird Control 10 90 00 Identification, Stenciling, and Tagging DIVISION 11 11 31 00 zi i 53 13 Appliances Term Hoods and Related Products DIVISION 12 12 35 53.13 Metal Laboratory Casework 12 48 16 Entrance Floor Grilles DIVISION 13 13 21 50 Laboratory Environmental Controlled Chambers and Rooms 13 34 19 Metal Building Systems 13 34 23 Prefabricated Fiberglass Shelters 13 34 23.33 Precast Concrete Buildings July 30, 2026 TABLE OF CONTENTS © COPYRIGHT 2025 PLUMMER 000110-5 TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY DIVISION 21 2113 13 Wet -Pipe Sprinkler Systems DIVISION 22 22 07 00 Plumbing Piping Insulation 22 10 01 Plumbing Piping and Accessories 22 10 01.02 Polyvinyl Chloride Drain Waste and Vent Pipe and Fittings 22 10 01.03 Cast Iron Soil Pipe and Fittings 22 10 01.04 Acid -Resistant Cast Iron Pipe and Fittings 22 10 01.06 Acid -Resistant Polypropylene Waste and Vent Pipe Fittings 22 10 01.08 High -Density Polyethylene Pipe and Fittings 22 10 01.12 Polyethylene Pipe and Fittings for Gas 22 14 29 Submersible Sump Pump 22 30 00 Plumbing Equipment 2240 00 Plumbing Fixtures Volume 6 DIVISION 23 23 05 14 HVAC Adjustable Frequency Drives 23 05 48 Vibration Isolation and Seismic Control For HVAC Piping And Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 00 HVAC Insulation 23 09 00 Instrumentation and Control Devices for HVAC 23 09 13 HVAC Controls, Field Components, and Instruments 23 09 23 Direct -Digital Control System for HVAC 23 23 00 Refrigerant Piping 23 3113 Metal Ducts and Accessories 23 3116.16 Thermoset Fiberglass -Reinforced Plastic Ducts and Accessories 23 34 00 HVAC Fans 23 36 00 Air Terminal Units 23 37 00 Air Outlets and Inlets 23 77 00 Air Handling Units 23 81 00 Unitary Air -Conditioning Equipment 23 82 00 Terminal Heating and Cooling Units DIVISION 26 26 00 00 Electrical General Provisions 26 05 00 Common Work Results for Electrical 26 05 13 MV Cables 26 05 19 LV Wires and Cables TABLE OF CONTENTS July 30, 2026 000110-6 © COPYRIGHT 2025 PLUMMER TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY DIVISION 26 - CONTINUED 26 05 26 Grounding and Bonding System 26 05 29 Electrical Support Hardware 26 05 33 Raceways, Boxes, Enclosures, and Fittings 26 05 36 Cable Trays 26 05 43 Underground System 26 05 73 Power System Study 26 12 19 Pad Mounted Transformers 26 13 13 Medium Voltage Metal Clad Switchgear 26 20 00 Low -Voltage AC Induction Motors 26 22 13 Distribution Dry -Type Transformers 26 24 13 LV Distribution Switchboards 26 24 16 Panelboards 26 24 19 LV Motor Control Centers 26 25 02 MV Metal -Enclosed Bus Duct 26 27 13 Power Metering and Protective Relays 26 27 26 Light Switches and Receptacles 26 28 16 LV Enclosed Circuit Breakers and Safety Switches Volume 7 DIVISION 26 - CONTINUED 26 29 23 Low Voltage Variable Frequency Drives 26 29 86 Mechanical Equipment Control Panels 26 29 87 Electrical Control Panels 26 32 13 Engine Generator Set 26 33 00 Station Battery System 26 33 54 3 -Phase Uninterruptible Power Supply 26 36 23 LV Enclosed Automatic Transfer Switches 26 41 00 Lightning Protection System 26 43 13 LV AC Surge Protective Devices 26 50 00 Lighting System DIVISION 28 28 00 05 Electronic Security System 28 31 00 Fire Detection and Alarm July 30, 2026 TABLE OF CONTENTS © COPYRIGHT 2025 PLUMMER 000110-7 TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY DIVISION 31 31 10 00 Site Clearing 31 23 13 Subgrade Preparation 31 23 16 Excavation 312319.01 Dewatering 31 23 23 Fill and Backfill 31 23 23.1 Borrow 31 23 23.15 Trench Backfill 31 25 00 Erosion and Sediment Control 313700 Riprap 31 41 00 Shoring DIVISION 32 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways, and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 17 23 Pavement markings 32 31 00 Fences and Gates 32 84 00 Landscape Irrigation System 32 92 00 Turf and Grasses 32 93 00 Landscaping DIVISION 33 33 0110.58 Disinfection Potable Water Piping and Tanks 33 05 13 Manholes 33 05 39.41 Reinforced Concrete Pipe 33 16 13.15 Prestressed Concrete Tank with Steel Diaphragm 33 21 00 Non -Chlorinated, Non -Potable Water System 33 32 26 Ejector Pumps 33 4110 Reinforced Concrete Storm Drain Pipe Culverts 33 49 10 Storm Drain Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets DIVISION 35 35 20 16.25 Fabricated Slide Gates and Stop Logs TABLE OF CONTENTS July 30, 2026 00 01 10 - 8 © COPYRIGHT 2025 PLUMMER TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY Volume 8 DIVISION 40 40 01 05 Field Testing of Piping Systems 40 05 05 Piping System, Basic Materials and Methods 40 05 15 Piping Support Systems 40 05 19 Ductile Iron Pipe 40 05 23 Stainless Steel Process Pipe and Tubing 05 24 Steel Pipe /\40 40 05 31.11 Piping System, Chemical Feed 40 05 31.13 Polyvinyl Chloride and Chlorinated Polyvinyl Chloride Process Pipe 40 05 33 High Density Polyethylene (HDPE) Process Pipe 40 05 36 Piping System, Fiberglass Pressure Pipe 40 05 36.13 Foul Air Fiberglass Ductwork 40 05 64.43 Fiberglass Dampers 40 05 74.13 Diaphragm Valves for Aeration Control 40 27 02 Process Valves and Operators 40 41 00 Electrical Heat Tracing 40 42 13 Process Piping Insulation 40 46 16 Protective Liquid Linings and Coatings for Substrates Exposed to Corrosive Wastewater Environment 4047 00 Dumpster Conveyor System 40 61 00 Process Control Systems General Provisions 40 61 21 Process Control System — Testing 40 61 21A Instrument Calibration Certificate 40 61 21B Unwitnessed Factory Test Forms 40 61 21 C Witnessed Factory Test Forms 40 61 21D Operational Readiness Test Forms 40 61 21E Functional Demonstration Test Forms 40 61 21F Site Acceptance Test Forms 40 61 26 Process Control Systems — Training 40 61 93 Process Control Systems Input Output List 40 61 96 Control Descriptions 40 62 00 Computer Hardware and Software 40 63 00 PLC Hardware and Software July 30, 2026 TABLE OF CONTENTS © COPYRIGHT 2025 PLUMMER 000110-9 TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY Volume 9 DIVISION 40 - CONTINUED 40 66 00 Network Equipment 40 66 33 Fiber -Optic Communication Cabling and Connectors 40 66 43 Radio Equipment and Systems 40 66 66 Communication Towers 40 67 00 Control Panels and Components 40 67 63 Uninterruptible Power Supplies 40 68 00 Applications Engineering Services 40 71 00 Flow Instruments 40 72 00 Level Instruments 40 73 00 Pressure Instruments 40 74 00 Temperature Instruments 40 75 00 Liquid Analytical Instruments 40 75 00.01 Bioreactor Instrumentation System 40 76 00 Gas Analytical Instruments Volume 10 DIVISION 41 41 22 13.13 Overhead Cranes 41 22 23.16 Portable Davit Crane and Winch 41 2223.19 Monorail Hoists DIVISION 43 43 11 12 Blower High -Speed Turbo 43 11 19 Foul Air Fans 43 21 39 Pumps, Dry -Pit Submersible Centrifugal 43 22 10 Common Requirements for Pumps 43 22 56.01 Submersible Mixers 43 32 69 Chemical Feed Systems 43 40 01 Polyethylene Storage Tank DIVISION 44 44 3111 Biological Tower Type Odor Control System 44 3116 Carbon Adsorber Odor Control System 44 31 83 Foul Air Collection System Testing, Adjusting, and Balancing 44 42 19.04 Rotary Positive Displacement Blower 4442 25.02 Aluminum Flat Panel Cover System 4442 56.03 Vertical Turbine Pumps TABLE OF CONTENTS July 30, 2026 00 01 10 - 10 © COPYRIGHT 2025 PLUMMER TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY DIVISION 44 - CONTINUED 4442 56.04 Submersible Pumps 4442 56.13 Progressing Cavity Pumps 4442 56.16 Peristaltic Hose Pump 4444 63.01 Polymer Feed System, Liquid 44 45 16.02 Fine Bubble Air Diffuser System 44 46 13.02 Screw Conveyor System 4446 26.03 Rotary Drum Thickeners DIVISION 46 46 25 34 FOG and Scum Mixing Equipment 46 46 23 Tank Washdown and Booster Pump System 46 51 21 Aeration Systems, Coarse -Bubble Membrane Diffusers July 30, 2026 TABLE OF CONTENTS © COPYRIGHT 2025 PLUMMER 00 01 10 - 11 TABLE OF CONTENTS REQUEST FOR PROPOSALS CITY OF FORT WORTH MARY'S CREEK WATER RECLAMATION FACILITY The following documents are for information: Volume 11 6 APPENDIX I — Selection of Membrane Equipment System Supplier for the Mary's Creek Water Reclamation Facility Appendix 1.1 Preselection Package 1 Proposal Documents Appendix L2 Approved Veolia Submittal APPENDIX!! — Selection of Preselection Package 2 for the Mary's Creek Water Reclamation Facility Appendix 11.1 Preselection Package 2 Proposal Documents Appendix 11.2 Vulcan — Coarse Screens Appendix 11.3 Old Castle— Grit Removal Appendix 11.4 Saveco — Fine Screens Volume 12 APPENDIX II— Continued Appendix 11.5 Trojan — UV System Appendix 11.6 Vaughan — Submersible Chopper Pump Appendix 11.7 Vaughan — Submersible Chopper Pump Appendix II.8 GEA — Dewatering System APPENDIX III — Funding Requirements 00 75 43 Employment Requirements and Wage Rates DB-0 154 Davis Bacon Wage Rate Monthly Compliance — Owner DB-0155 Davis Bacon Wage Rate Monthly Compliance TWDB-0 100 Clean Water State Revolving Fund Loan Program TWDB-0551 Supplemental Construction Contract Conditions for Non -Equivalency Projects under the Clean Water State Revolving Fund Programs TWDB-1106A AIS Monthly Certificate of Compliance — Owner TWDB-1 106B AIS De Minimis Log TWDB-1 106C AIS Final Certificate D TWDB-1109A Project Signage WIFIA Funding Requirements APPENDIX IV — Geotechnical Report APPENDIX V — City Obtained Permits TABLE OF CONTENTS July 30, 2026 00 01 10 - 12 © COPYRIGHT 2025 PLUMMER 000510-1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 oft SECTION 00 0510 MAYOR AND COUNCIL COMMUNICATION (M&C) END OF SECTION CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C01239 Revised July 1, 2011 000510-2 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 2 oft PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C01239 Revised July 1, 2011 FORT WORTH,: MAYOR AND COUNCIL COMMUNICATION 7.1.8 WEBBER WATERWORKS, LLC CONSTRUCTION CONTRACT FOR MARY'S CREEK WATER RECLAMATION FACILITY DATE: 08/25/26 M&C FILE NUMBER: M&C 26-0822 10]42_1:41 VA 14.1�4�/_�14*i SUBJECT (CD 3 and ETJ) Authorize Execution of a Contract with Webber Waterworks, LLC in the Amount of $537,982,128.13 for the Mary's Creek Water Reclamation Facility Project, Adopt Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt, and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to the Fiscal Years 2026- 2030 Capital Improvement Program RECOMMENDATION It is recommended that the City Council: 1. Authorize execution of a contract with Webber Waterworks, LLC in the amount of $537,982,128.13 for the Mary's Creek Water Reclamation Facility project; 2. Adopt the attached resolution expressing official intent to reimburse expenditures with proceeds from future debt for the Mary's Creek Water Reclamation Facility Project; and 3. Adopt the attached appropriation ordinance adjusting appropriations in the Water and Sewer Commercial Paper Fund by increasing appropriations in the Mary's Creek Water Reclamation Facility project (City Project No. C01239) in the amount of $194,971,358.00 and decreasing appropriations in the Water & Sewer Commercial Paper project (City Project No. UCMLPR) by the same amount, to effect a portion of Water's contribution to the Fiscal Years 2026-2030 Capital Improvement Program. DISCUSSION The purpose of this Mayor and Council Communication (M&C) is to authorize execution of a contract with Webber Waterworks, LLC in the amount of $537,982,128.13 for the construction of the Mary's Creek Water Reclamation Facility (MCWRF). MCWRF is a 10 million gallon per day (MGD) membrane bioreactor plant that will treat wastewater generated in the fast-growing west Fort Worth area to an extremely high level prior to discharge into Mary's Creek. Additionally, the new plant will provide reclaimed water to customers in west Fort Worth and supplement the water supply through a collaborative project with the Tarrant Regional Water District (TRWD) that will allow discharged MCWRF water to be conveyed to Eagle Mountain Lake. 1 of 17 FORT WORTH, Construction of the project was advertised for bid on April 29 and May 6, 2026 in the Fort Worth Star -Telegram. On July 9, 2026 the following proposals were received. The proposals were evaluated based on pre -established criteria specified in the solicitation. Project Experience Approach Cost with Similar and Evaluation Projects Schedule Bidder Bid Amount (70 points) (10 points) (20 points) Total Webber $ 537,982,128.13 70.0 8.2 18.5 96.7 Waterworks, LLC Thalle $576,527,017.43 65.3 6.5 16.3 88.1 Construction Co, Inc Walsh Group $607,890,518.00 61.9 8.7 17.4 88.0 Webber Waterworks, LLC, submitted the highest-ranking proposal based upon the identified pre -established criteria. In addition to the contract cost, $2,013,995.00 is required for project management and inspection and $1,613,946.00 is provided for project contingency. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached Reimbursement Resolution. Under federal law, debt must be issued within approximately three years in order for these expenses to be reimbursable. Adoption of the attached resolution does not obligate the City to sell bonds but preserves the ability of the City to reimburse itself from tax-exempt bond proceeds. It is the practice of the Water Department to appropriate its Capital Improvement Program (CIP) plan throughout the Fiscal Year (FY), instead of within the annual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. 2 of 17 FORT WORTH,: Funding is budgeted in the Commercial Paper Project within the W&S Commercial Paper Fund and in the Mary's Creek Reclamation Facility project within the W&S WIFIA Revenue Bond Fund for the purpose of funding the Mary's Creek Water Reclamation Facility. Funding for the Mary's Creek Water Reclamation Facility project is depicted below: Existing Additional Fund Appropriations Appropriations Project Total* Sewer Capital $6,691,576.09 $0.00 $6,691,576.09 Legacy - Fund 59607 Water & Sewer Bond $857,415.00 $0.00 $857,415.00 2017A - Fund 56011 W&S Rev Bonds $2,143,498.00 $0.00 $2,143,498.00 Series 2023 - Fund 56021 W&S Rev Bonds $20,473,700.00 $0.00 $20,473,700.00 Series 2024 - Fund 56022 W&S WIFIA Revenue $346,638,712.57 $0.00 $346,638,712.57 Bond - Fund 56027 W&S Rev Bond 2026B $1,870,060.00 $0.00 $1,870,060.00 - Fund 56026 W&S Commercial $0.00 $194,971,358.00 $194,971,358.00 Paper - Fund 56032 Project Total $378,674,961.66 $194,971,358.00 $573,646,319.66 Small Business Enterprise: A Small Business goal is not assigned to this contract because a waiver has been approved by the department's Assistant City Manager in accordance with the City's Small Business Ordinance. The project is located in COUNCIL DISTRICT 3 and Extraterritorial Jurisdiction (ETJ). This contract requires a Form 1295. FISCAL INFORMATION/CERTIFICATION The Director of Finance certifies that funds are currently available in the Commercial Paper project within the W&S Commercial Paper Fund and in the W&S WIFIA Revenue Bond Fund, as previously appropriated, and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Commercial Paper Fund and the W&S WIFIA Revenue Bond Fund for the Mary's Creek Water Reclamation Facility 3 of 17 FORT WORTH, project to support the execution of the contract. Prior to any expense being incurred, the Water Department has the responsibility to validate the availability of funds. SUBMITTED FOR CITY MANAGER'S OFFICE BY: Jesica L. McEachern, # 5804 ORIGINATING BUSINESS UNIT HEAD: Chris Harder, #5026 ADDITIONAL INFORMATION CONTACT: Suzy Abbe, #8209 ATTACHMENTS 1. Map - Mary's Creek Water Reclamation Facility [7.1.8.1 - 1 page] 2. Resolution (R2) - Mary s Creek Water Reclamation Facility [7.1.8.2 - 1 page] 3. Ordinance Appropriation (R3) - Mary's Creek Water Reclamation Facility [7.1.8.4 - 2 pages] 4. CONFIDENTIAL - SBE Waiver Approval - Mary's Creek Water Reclamation Facility [7.1.8.6 - 1 page] 5. CONFIDENTIAL - Form 1295 Certificate - Webber Waterworks, LLC [7.1.8.7 - 1 page] 6. CONFIDENTIAL - Sam.gov - Webber Waterworks, LLC [7.1.8.8 - 2 pages] 7. CONFIDENTIAL - FID Table - Mary's Creek Water Reclamation Facility [7.1.8.9 - 1 page] 8. CONFIDENTIAL - Funds Availability - Mary's Creek Water Reclamation Facility [7.1.8.10 - 1 page] 9. CONFIDENTIAL - Project Budget Summary - Mary's Creek Water Reclamation Facility [7.1.8.11 - 3 pages] 4 of 17 0 3 !2a%;mel,■ . • - }/ a {Sn f 1 \) Ii d))))§(d 1 1 ))k 88ol88 000510-2 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 2 oft PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C01239 Revised July 1, 2011 FORT WORTH® ADDENDUM TO REQUEST FOR PROPOSALS. 26-0195 MARY'S CREEK WATER RECLAMATION FACILITY WATER DEPARTMENT ADDENDUM NO. I REQUEST FOR PROPOSALS (RFP): 26-0195 RFP OPENING DATE: June 25, 2026 DATE ISSUED: May 15, 2026 ITP No. 26-0195, issued April 29, 2026, is hereby amended as follows: 1. Responses to questions received are attached to this addendum as Attachment A. 2. Summary of changes are provided as supplement to this addendum as Attachment B. All other terms d conditions remain unchanged. Fn S L1J � TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT By the signature affixed below, Addendum No. 1 is hereby incorporated into and made part of the above referenced Request for Proposals. COMPANY NAME: Webber Waterwo SIGNATURE: NOTE: Company name and signature musl5e He same as on the original bid documents. Failure to return this form with your sealed bid may consti ((gate grounds for rejection of your offer. ITB 26-0195 Mary's Creek Water Reclamation Facility Request for Proposals Addendum No. 1, Page 1 of 1 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT A This document is provided as a supplement to the Mary's Creek Water Reclamation Facility Request for Proposals. Below are responses to questions for clarifications that may require additional information and/or are not addressed directly within the Request for Proposals: Q-1. Can you please provide the two forms not located in the specifications: TWDB WRD-255 & TWDB Contractor Acknowledgement of AIS Form? R-1. WRD-255 is provided in Section 00 80 01. AIS acknowledgement form is provided in Appendix III, Section 111.9. Contractor may sign and date page 15 of 61 of TWDB-0551. Q-2. Will you accept an electronically signed Bid Bond? R-2. An electronically signed Bid Bond is acceptable. Q-3. Could you please confirm whether this project will be bid as a single package or divided into multiple packages? Additionally, can you provide the Engineer's Estimate (EE) for this project? R-3. Project is defined in the contract documents, and the Engineer's Estimate is approximately $464M. Q-4. Section 00 41 00 — Proposal Form, Article 4 identifies the Time of Completion for Final Acceptance as 1,290 calendar days from the commencement of Contract Time. However, Section 00 52 43 — Agreement, Article 4 identifies the Time of Completion for Final Acceptance as 1,350 calendar days from the commencement of Contract Time. Please confirm which option governs. R-4. The Time of Completion for Final Acceptance is 1,350 calendar days. Refer to Addendum 1, Item 1-2. Q-5. Missing specs 11 53 13, Appendix 1, and Appendix 11. R-5. Refer to Addendum 1, Item 1-1. Section 11 53 13 is removed from the table of contents. Refer to 12 35 53.13 Metal Laboratory Casework. Appendix I and Appendix II will be provided in a forthcoming Addendum. Q-6. Section 44 42 56.03 Vertical Turbine Pumps appears to be 2 small and 2 large pumps. Please confirm what size the discharge head connection size should be for each pump size. Based on flow rates, drawings show fairly large pump discharge connections to the piping system. R-6. Refer to drawing M-850. All four vertical turbine pump discharge connections are 8 - inch. Q-7. Please approve Trillium -Flow, Fresno, CA as a named supplier to achieve the specified pump efficiencies, meeting all plans and specifications. R-7. Substitution Procedures are defined in Section 01 25 00. A-1 1 of 4 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT A Q-8. The chain link fence detail calls for hazard signs. Please provide the spacing of the signs or a quantity required. R-8. Signs shall be placed every 150 feet. Refer to Addendum 1, Item 1-31. Q-9. The proposal form lists the final completion at 1,290 days but the agreement states 1,350. Which is correct? R-9. The Time of Completion for Final Acceptance is 1,350 calendar days. Refer to Addendum 1, Item 1-2. Q-10. In the installation section of the plug valve specification, it calls for the Plug and stem to be horizontal with the plug opening into the upper half of the body. That's the preferred way to install a plug valve. However, in numerous places on the plans they are showing the valve to have the stem mounted in a vertical position. And in some cases that position is shown where the valve is buried and has a EMO installed at grade. That will require a torque tube/extended bonnet and the gear be up above grade. Please provide clarification on how the plug valves are to be installed, specifically the buried valves w/ EMO 's. R-10. Plug valves shall be installed in accordance with Section 40 27 02, part 3.01.D.3. Valves shown on drawings are representative in nature and do not dictate installation orientation. Q-11. What is the total project value? R-11. The Engineer's Estimate is approximately $464M. Q-12. Sheet G-049 lists Landscape Edging to be installed in certain areas. It appears the only condition that would apply on this project is between "planting and turf. " Please confirm whether or not edging is actually needed. If so, please confirm that it will only be needed around the proposed tree clusters. If more edging is needed, a plan showing the location would be helpful. R-12. Landscape Edging will not be used for this project. Trees will be planted in turf as detailed. Q-13. Please provide detail 3305-954 for the permanent guard posts, per notes on the yard piping plans. R-13. Refer to M-1921, Mechanical Standard Details XXI. Q-14. Section 11 53 13 Laboratory Fume Hoods and Related Products is missing from the Specifications. Please provide. Thank you! R-14. Refer to Addendum 1, Item 1-1. Section 11 53 13 is removed from the table of contents. Refer to 12 35 53.13 Metal Laboratory Casework. A-1 2 of 4 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT A Q-15. On Sheet C-071 on the 42" Influent line between the Wye and EQ Tanks and between the Tee and PFS Tank there is an "FWC" on the pipe. We cannot find in the Plan or Specifications what an FWC is. Can you please advise. R-15. FWC stands for filament wound coupling, refer to Addendum 1 Item 1-16. Refer to Section 40 05 36, "Piping System, Fiberglass Pressure Pipe." Q-16. Sheet C054 has two valve vaults on the 42" INF line to the PTU. Can you please provide a detail for these vaults. Structural Sheet S-208 may be the same vaults; however, it is not clear. R-1 6. Yes, refer to S-208. Q-17. On profile Sheets C-070, 071 and 073, we have a note indicating "Install Waterstop Collar" at random locations on the yard pipe. This requirement is on Hobas pipe, Ductile Iron and PVC. Can you please provide a detail for what is required. Also, if it is different for each type of pipe, please provide three details. R-17. Refer to Addendum 1, Item 1-30. Q-18. Exposed SWS, WS, SLG, AND TWS lines that are labelled DIP on the plans are not defined in the pipe schedule. Advise type or if acceptable to match the spec for exposed DIP RS line (epoxy lined). R-18. Refer to Addendum 1, Item 1-17 and 1-18. Q-19. Dwgs for the Solids Building and Sludge Holding Tanks reference to see the yard piping plan for continuation of the ALP piping, however, no ALP lines are shown on Dwg C-053 between the sludge holding tanks and the Solids Bldg. R-19. Refer to Sheet C-060, Inset 1, for above ground piping. Q-20. Spec. Volume 05, section 40 05 32 — 3 — 7 calls for HDPE pipe to be SDR-11, but the pipe schedule calls for SDR-26 and SDR-11. Do we use SDR-11 per the HDPE spec. section or go by the pipe schedule on Drwg. G-015. R-20. HDPE shall be per 40 05 32. Refer to Addendum 1, Item 1-17 and 1-18 for updated G- 015. Q-21. The block and bleed Detail 3000-125 referenced on Drawing M-1113 is missing. Please provide. R-21. Refer to Addendum 1, Item 1-30. Q-22. On Sheet M-507, the 48" & 54" RS, one note indicates the 48" is STL pipe and the 54" note indicates DIP. Sheets M-514, 516, 517, 518, 519, 523 all seem to be different. Sheet C-059 indicates STL along with C-055. Based off notes from G-015, STL pipe can be ductile iron or Hobas pipe. Can you please advise what the discharge header pipe from the RS pump station is intended to be and also provide where it should transition from ductile iron to steel pipe. R-22. Per Note 34 on Sheet G-015, DIP and FRP-SS pipe are acceptable alternatives for pipes labeled as buried STL pipe. A-1 3 of 4 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT A Q-23. Sheet M-570 is the SWS Pump Station. The pipe schedule does not have SWS piping included. Can you please provide the requirements for this piping exposed and buried. R-23. Refer to Addendum 1, Item 1-17 and 1-18. Q-24. Sheet C-059 indicates the SWS line from SWS PS to Bio Dist Box to be 8". However, Sheet M-570 indicates this line is 6". Can you confirm if 6" is the correct size for this line. R-24. Refer to Addendum 1, Item 1-17 and 1-18. Refer to Addendum 1, Item 1-22 for updated C-059. Q-25. According to the pipe schedule, we have several exposed systems that require HDPE piping. We just want to confirm this is correct. R-25. Pipe materials are as shown on Contract Drawings. Q-26. I'd like to request a copy of the planholders list for this project. Thank you. R-26. List of planholders has been posted as a Public Notice. Q-27. I would like to request Environmental Aeration Industries (EDI) to be named in the following specifications: Spec Section 44 45 16.02 Fine Bubble Diffuser System Spec Section 46 51 21 Aeration Systems, Coarse -Bubble Membrane Diffusers We have several installations within Fort Worth and we meet the specifications as written. Please let me know if you need any additional information to accommodate EDI via addendum. R-27. Substitution Procedures are defined in Section 01 25 00. Q-28. Please provide a detail for the sliding entrance gates. R-28. Refer to Sheet 1-1950 and Specification Section 32 31 00 Fences and Gates. Q-29. Sheet C-056 Inset I indicates the 42" FE from the operations building is PVC, however, when it arrives at the Backpulse Tank, it appears to be stainless steel. Can you please advise which is correct. The 42" FE inside the operations building is stainless steel. If it does change to PVC, can you please advise where the transition is to occur. If the buried portion to the Backpulse Tank is stainless steel, please advise what the bypass line around the Backpulse Tank should be as well. Currently it is shown as PVC. Please advise of any transition locations as well if needed. R-29. Refer to Addendum 1, Item 1-22. Q-30. Sheet M-656 has some 42" FE ductile iron pipe, however, the pipe schedule does not list include ductile iron pipe for FE. If ductile iron is correct, we need to know what lining is required for the ductile iron. If this should not be ductile iron pipe, we will still need to know for the lining for the ductile iron fittings on the PVC C900 portion of the line. R-30. Refer to Addendum 1, Item 1-17 and 1-18. A-1 4 of 4 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 1 ATTACHMENT B This document is provided as a supplement to the Mary's Creek Water Reclamation Facility Request for Proposals. Summary of changes to the specification sections and drawings: Item 1-1: Specification Section 00 10 00 Table of Contents Remove "11 53 13 Laboratory Fume Hoods and Related Products." Item 1-2: Specification Section 00 41 00 Proposal Form Remove this Section in its entirety and replace with ATTACHMENT 1-1. Item 1-3: Specification Section 00 80 00 TWDB Required Documents Refer to B. Add the following to the end of the list. "7. ED -101 Site Certificate" Item 1-4: Specification Section 00 80 01 TWDB Forms and Template Add ATTACHMENT 1-2 in its entirety to the end of the specification. Item 1-5: Specification Section 40 05 36.13 Foul Air Fiberglass Ductwork Refer to paragraph 1.04.A.3, Delete the following: "Refer to Section 33 05 01.10B "High Density Polyethylene Pipe and Fittings pipe" And replace with: "Refer to Section 40 05 33 "High Density Polyethylene (HDPE) Process Pipe"." Item 1-6: Specification Section 40 66 00 Network Equipment Refer to paragraph 2.06.B. Add the following: "10. Moxa NPort IA5000 Series." Item 1-7: Specification Section 40 66 43 Radio Equipment and Systems Refer to paragraph 1.02.B.3.a.2. Change "Eagle Mountain Water Treatment Plant" to "Tarrant Regional Water District." Refer to table in paragraph 1.05.A. Replace the 2 row with the following: 0020 Tarrant Regional Water 700 Basset Locke Drive, 32°45'18.4N 97°31'12.6W District Fort Worth, Texas Refer to 2.05.A.2.a. Change "Commscope, Model LDF4-50A" to "LMR, Model-500FR." A-1 1 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 1-8: Specification Section 40 67 00 Control and Components Refer to Attachment at the end. Refer to the first row of Bioreactor PLC -500 Enclosure. Change the dimensions to "(90"x120"x36")". Change the Note from "Free Standing" to "Floor Standing." Refer to the second row of Bioreactor PLC -500 Enclosure. Delete this row in its entirety. Refer to Bioreactor Security Enclosure Row. Change "Bioreactor Security Enclosure" to "Chemical Building Outdoor." Change Notes from "Wall Mounted" to "Floor Mounted (NEMA 4X)." Item 1-9: Specification Section 40 72 00 Level Instruments Refer to Section 2.05.E. Add the following and renumber the subsequent items: "1. Endress+Hauser, Waterpilot FMX 21, RIA15." Item 1-10: Specification Section 43 40 01 Polyethylene Storage Tank Refer to table in Section 2.07.A.: Change vent diameter from "3" to "2". ADDENDUM NO. 1 ATTACHMENT B Change overflow diameter from "2" to "4". Item 1-11: Specification Section 44 31 11 Biological Tower -Type Odor Control System Refer to paragraph 2.03.E.2.a.1. Add the following to the end of the sentence. "Nutrient Tank shall be HDPE, Open -Top with removable gasketed lid and lever -lock closure ring." Item 1-12: Plans, Sheet G-003, INDEX TO DRAWINGS VOLUME I (Seq. 3 of 1525) Add the following sheet names and numbers: "15A. PIPING MATERIAL AND PIPING NOTES 182A. C-1907 CIVIL STANDARD DETAILS VII" Item 1-13: Plans, Sheet G-009, INDEX TO DRAWINGS VOLUME VII (Seq. 9 of 1525) Revise the following sheet names: "1378. E-1252 SOLIDS ELECTRICAL DETAILS — I" shall be replaced with "1378. E-1252 PLC INTERFACE DIAGRAM — I" "1385. E-1259 ELECTRICAL SCHEMATIC — III" shall be replaced with "1385. E-1259 ELECTRICAL SCHEMATIC — III AND FIRE ALARM PANEL RISER DIAGRAM" A-1 2 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT B Item 1-14: Plans, Sheet G-011, SITE PLAN (Seq. 11 of 1525) Add the following to the end of the 30' Radio Tower callout: "N = 6950934.34 E = 2266914.81" Item 1-15: Plans, Sheet G-013, GENERAL CONSTRUCTION NOTES (Seq. 13 of 1525) Add the following note to the Traffic Handling Notes: "11. CONTRACTOR TO NOTIFY SHANE RHODES (682-249-8322) WITH TARRANT COUNTY PRIOR TO PERFORMING PAVEMENT REPAIRS. SHANE SHALL BE PRESENT DURING REPAIR AND PROVIDE COUNTY SIGN OFF." Add the following note to the General Construction Notes: "23. ANY CONTRACT(S) AWARDED UNDER THIS INVITATION TO OFFERORS IS/ARE SUBJECT TO THE AMERICAN IRON AND STEEL (AIS) REQUIREMENTS OF 33 U.S.C §1388 FOR CLEAN WATER STATE REVOLVING FUND PROJECTS OR PUBLIC LAW 114-113, CONSOLIDATED APPROPRIATIONS ACT, 2016." Item 1-16: Plans, Sheet G-014, ABBREVIATIONS (Seq. 14 of 1525) Refer to Piping Connection Index. Add the following abbreviation: "FWC — Filament Wound Coupling." Item 1-17: Plans, Sheet G-015, PIPING MATERIAL AND PIPING NOTES (Seq. 15 of 1525) Removed this sheet in its entirety and replace with ATTACHMENT 1-3. Item 1-18: Plans, Sheet G -015A, PIPING MATERIAL (Seq. 15A of 1525) Sheet G -015A is issued in its entirety as ATTACHMENT 1-4. Item 1-19: Plans, Sheet G-021, DRAIN SCHEMATIC (Seq. 21 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-5. Item 1-20: Plans, Sheet C-055, YARD PIPING PLAN E (Seq. 69 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-6. Item 1-21: Plans, Sheet C-056, YARD PIPING PLAN F (Seq. 70 of 1525) Remove point 881. Change point "883" to "881". Change point "913" to "882". Change point "909" to "883". Change point "914" to "884". A-1 3 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 1-21 Continued: Change point "884" to "909". Change "CBN" to "CAR" Remove 1/MS/HDPE from North side of Membrane Tanks. Refer to "42/FE/PVC WITH CAP" northeast of Operations Building. Change "42/FE/PVC WITH CAP" to "42/FE/SS" Refer to Inset 1. Change "42/FE/PVC WITH CAP" to "42/FE/SS" Item 1-22: Plans, Sheet C-059, YARD PIPING PLAN I (Seq. 73 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-7. ADDENDUM NO. 1 ATTACHMENT B Item 1-23: Plans, Sheet C-076, 42" EFF BETWEEN UV AND POST -AERATION 36" TO 54" RS BETWEEN POST AERATION AND OUTFALL 42" EFF BETWEEN UV AND REUSE PS (Seq. 82 of 1525) Refer to Profile 361N TO 54 IN EFF BETWEEN POST -AERATION AND OUTFALL STA 1+15.99: Change "INSTALL 7' DIA MH" to "INSTALL 7' DIA DROP MH" Change "RIM:758.34" to "RIM: 754.50" Refer to Profile 36 IN TO 54 IN EFF BETWEEN POST -AERATION AND OUTFALL STA 1+00.00 to 1+15.99: Change "54/EFF/RCP" to "36/EFF/PVC" Item 1-24: Plans, Sheet C-077, 36" D PFS, 36" D PTU, AND 12" TO 20" DRAIN TO MAIN DRAIN HEADER (Seq. 83 of 1525) Refer to Profile 36 IN D PFS TO MAIN DRAIN HEADER: At STA 1+38.51 change "INSTALL 5' DIA DROP MH" to "INSTALL 5' DIA MH" At STA 1+52.84 change "INSTALL 5' DIA DROP MH" to "INSTALL 5' DIA MH" At STA 1+87.51 Change "FL 6" IN: 775.93" to "FL 8" IN: 775.93 (EXTERNAL DROP CONNECTION)" Item 1-25: Plans, Sheet C-078, 36" D HEADER TO RETURN FLOW PS (Seq. 84 of 1525): Refer to Profile 36 IN D HEADER TO RETURN FLOW PS STA 2+43.50: Change "INSTALL 5' DIA MH" to "INSTALL 5' DIA DROP MH" Change "FL 36" IN: 765.49" To "FL 36" IN: 765.49 (EXTERNAL DROP CONNECTION)" A-1 4 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT B Item 1-26: Plans, Sheet C-079, 36" D HEADER TO RETURN FLOW PS (Seq. 85 of 1525): Refer to Profile 36" D HEADER TO RETURN FLOW PS — CONTINUED STA 8+07.67: Change "INSTALL 5' DIA MH DROP MANHOLE" to "INSTALL 5' DIA MH" Change "FL 36" OUT: 753.04" to "FL 36" OUT: 751.54" Refer to Profile 36" D HEADER TO RETURN FLOW PS — CONTINUED STA 8+07.67 to STA 8+56.08: Change "36/D/PVC @ -0.045%" to "36/D/PVC @ -0.536%" Refer to Profile 36" D HEADER TO RETURN FLOW PS — CONTINUED STA 8+56.08: Change "FL 36" IN: 753.02" to "FL 36 IN: 751.28" Refer to Profile 36" D HEADER TO RETURN FLOW PS — CONTINUED STA 12+04.73: Change "INSTALL 5' DIA DROP MH" to "INSTALL 5' DIA MH" Item 1-27: Plans, Sheet C-080, 12" BETWEEN PFS EFFLUENT VALVE VAULT AND DRAIN MH 12" BETWEEN EQ EFFLUENT VALVE VAULT AND DRAIN MH 16" FROM SOLIDS BLDG TO MAIN DRAIN HEADER (Seq. 86 of 1525): Refer to 16 IN FROM SOLIDS BLDG TO MAIN DRAIN HEADER - (CONTINUED) STA 3+46.92: Change "INSTALL 5' DIA MH" to "INSTALL 5' DIA DROP MH" Change "FL 12" IN: 760.95" to "FL 12" IN: 760.95 (EXTERNAL DROP CONNECTION)" Refer to 16 IN FROM SOLIDS BLDG TO MAIN DRAIN HEADER - (CONTINUED) STA 4+35.90: Change "FL 8" IN: 765.85" to "FL 8" IN: 765.85 (EXTERNAL DROP CONNECTION)" Refer to 16 IN FROM SOLIDS BLDG TO MAIN DRAIN HEADER - (CONTINUED) STA 5+47.37: Change "INSTALL 5' DIA DROP MH" to "INSTALL 5' DIA MH" Refer to 16 IN FROM SOLIDS BLDG TO MAIN DRAIN HEADER - (CONTINUED) STA 5+47.37 to 8.07.67: Change "16/D/PVC @-0.11%" to "16/D/PVC @-0.86%" Refer to 16 IN FROM SOLIDS BLDG TO MAIN DRAIN HEADER - (CONTINUED) STA 8.07.67: Change "FL 16" IN: 756.55" to "FL 16" IN: 754.54" Item 1-28: Plans, Sheet C-112, PAVING PLAN — AREA B (Seq. 110 of 1525) Refer to concrete area west of EQ/PF Pump Vault 1. Provide sidewalk concrete in the area from the drainage channel to the tank in between the two southern concrete pipe supports. Refer to concrete area east of EQ/PF Pump Vault 2. A-1 5 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT B Item 1-28 Continued: Provide sidewalk concrete in the area from the drainage channel to the tank in between the two southern concrete pipe supports. Item 1-29: Plans, Sheet C-120, FIRE PROTECTION PLAN (Seq. 118 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-8. Item 1-30: Plans, Sheet C-1901, CIVIL STANDARD DETAILS I (Seq. 195 of 1525) Add detail 3000-125 in its entirety. Refer to ATTACHMENT 1-9. Add detail 3000-127 in its entirety. Refer to ATTACHMENT 1-10. Item 1-31: Plans, Sheet C-1903, CIVIL STANDARD DETAILS III (Seq. 179 of 1525) Add the following to the end of note 2: "PROIVDE HAZARD SIGNS EVERY 150 FEET." Item 1-32: Plans, Sheet C-1907, CIVIL STANDARD DETAILS VII (Seq. 182A of 1525) Add detail 3000-162 in its entirety. Refer to ATTACHMENT 1-11. Item 1-33: Plans, Sheet M-1909, MECHANICAL STANDARD DETAILS IX (Seq. 195 of 1525) Add detail 4000-603 in its entirety. Refer to ATTACHMENT 1-12. Item 1-34: Plans, Sheet M-1910, MECHANICAL STANDARD DETAILS X (Seq. 196 of 1525) Add detail 4000-610 in its entirety. Refer to ATTACHMENT 1-13. Item 1-35: Plans, Sheet S -D024, STRUCTURAL STANDARD DETAILS XXIV (Seq. 234 of 1525) Add detail 0330-160 in its entirety. Refer to ATTACHMENT 1-14. Item 1-36: Plans, Sheet S -D039, STRUCTURAL STANDARD DETAILS XXXIX (Seq. 249 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-15. Item 1-37: Plans, Sheet 3D-200, EQ & PFS — 3D AREA VIEW (Seq. 254 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-16. Item 1-38: Plans, Sheet A-208, EQ & PFS — PUMP VAULT - SCHEDULES (Seq. 264 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-17. Item 1-39: Plans, Sheet A-215, EQ & PFS — ELECTRICAL BUILDING — SCHEDULES (Seq. 271 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-18. A-1 6 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT B Item 1-40: Plans, Sheet M-200, EQ & PFS — OVERALL UPPER PLAN (Seq. 285 of 1525) Add the following notes: "13. CONTRACTOR TO REFER TO C-112 FOR 4 FT PAVING STRIP BETWEEN THE EQ/PFS TANKS AND THE EQ/PFS PUMP VAULTS. 14. CONTRACTOR TO PROVIDE CONCRETE MOWSTRIP AROUND THE TWO 42/INF/DIP LINES PER DETAIL 3000-232. 15. REFER TO KEYNOTE 021 ON SHEET S-200 FOR PIPE SUPPORT SLAB AND LOCATION DETAILS." Item 1-41: Plans, Sheet S-200, EQ & PFS — OVERALL PLAN (Seq. 314 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-19. Item 1-42: Plans, Sheet S-201, EQ & PFS — ENLARGED FOUNDATION PLAN (Seq. 315 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-20. Item 1-43: Plans, Sheet S-204, EQ & PFS — SECTION (Seq. 318 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-21. Item 1-44: Plans, Sheet S-205, EQ & PFS — ELEVATION (Seq. 319 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-22. Item 1-45: Plans, Sheet A-304, OVERALL FLOOR PLAN — GROUND LEVEL (Seq. 333 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-23. Item 1-46: Plans, Sheet A-313, WALL SECTIONS (Seq. 342 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-24. Item 1-47: Plans, Sheet A-319, DOOR TYPES AND SCHEDULES (Seq. 348 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-25. Item 1-48: Plans, Sheet A-347, WINDOWS AND LOUVERS DETAILS (Seq. 356 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-26. Item 1-49: Plans, Sheet A-348, EXTERIOR DOOR DETAILS (Seq. 357 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-27. Item 1-50: Plans, Sheet A-349, EXTERIOR DOOR DETAILS (Seq. 358 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-28. Item 1-51: Plans, Sheet A-350, INTERIOR — DOOR DETAILS (Seq. 359 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-29. A-1 7 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 1 ATTACHMENT B Item 1-52: Plans, Sheet A-351, DOOR AND THRESHOLD DETAILS (Seq. 360 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-30. Item 1-53: Plans, Sheet A-353, ROOF ACCESS HATCH (Seq. 362 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-31. Item 1-54: Plans, Sheet H-301, LOWER LEVEL HVAC PLAN (Seq. 375 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-32. Item 1-55: Plans, Sheet H-303, MEZZANINE LEVEL HVAC PLAN (Seq. 303 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-33. Item 1-56: Plans, Sheet H-332, SECTIONS (Seq. 380 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-34. Item 1-57: Plans, Sheet H-351, DETAILS (Seq. 382 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-35. Item 1-58: Plans, Sheet H-361, SCHEDULES (Seq. 383 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-36. Item 1-59: Plans, Sheet H-381, DIAGRAMS (Seq. 388 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-37. Item 1-60: Plans, Sheet P-301, OVERALL FLOOR PLAN UNDERGROUND PLUMBING PLAN (Seq. 403 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-38. Item 1-61: Plans, Sheet P-302, GROUND LEVEL PLUMBING PLAN (Seq. 404 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-39. Item 1-62: Plans, Sheet A-513, BIOREACTOR - SCHEDULES (Seq. 460 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-40. Item 1-63: Plans, Sheet M-504, BIOREACTOR CONSTRUCTION NOTES (Seq. 485 of 1525) Refer to Note 45. Change "HPA" to "AHP." Item 1-64: Plans, Sheet M-508, BIOREACTOR — DRAINAGE PLAN (Seq. 489 of 1525) Update all instances of "HPA" to "AHP." Item 1-65: Plans, Sheet M-523, BIOREACTOR - SECTION VII (Seq. 504 of 1525) Update all instances of "HPA" to "AHP." A-1 8 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT B Item 1-66: Plans, Sheet M-572, SWS PUMP STATION — SECTION II (Seq. 507 of 1525) Update all instances of "HPA" to "AHP." Item 1-67: Plans, Sheet A-589, DOOR SCHEDULES DETAIL AND MATERIAL FINISH INDEX (Seq. 563 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-41. Item 1-68: Plans, Sheet H-581, OVERALL LEVEL 1 HVAC PLAN (Seq. 572 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-42. Item 1-69: Plans, Sheet H-584, DETAILS (Seq. 575 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-43. Item 1-70: Plans, Sheet H-588, DIAGRAMS (Seq. 578 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-44. Item 1-71: Plans, Sheet M-580, SUPPLEMENTAL CARBON PUMP SKIDS — SECTION I (Seq. 580 of 1525) Add the following callout to the drain line at the bottom of the page: "3/D/PVC" Item 1-72: Plans, Sheet M-590, METAL SALT CROSS -LINKED HDPE TANK PLAN (Seq. 583 of 1525) Change the callout "2/OF/HDPE" to "4/OF/HDPE" in two places. Item 1-73: Plans, Sheet M-591, METAL SALT CROSS -LINKED HDPE TANK SECTION (Seq. 584 of 1525) Change the callout "2/OF/HDPE" to "4/OF/HDPE" in two places. Item 1-74: Plans, Sheet M-595, SUPPLEMENTAL CARBON CROSS -LINKED HDPE TANK PLAN (Seq. 586 of 1525) Change the callout "2/OF/HDPE" to "4/OF/HDPE" in two places. Item 1-75: Plans, Sheet M-596, SUPPLEMENTAL CARBON CROSS -LINKED HDPE TANK SECTION (Seq. 587 of 1525) Change the callout "2/OF/HDPE" to "4/OF/HDPE" in two places. Item 1-76: Plans, Sheet P-583, PLUMBING SCHEDULES (Seq. 592 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-45. A-1 9 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT B Item 1-77: Plans, Sheet M-603, MEMBRANE TANKS — SECTIONS I (Seq. 623 of 1525) Refer to Deflector Plate. Add "2'-11/16" dimension between inside face of wall and deflector plate. Add "1'-7" dimension between right edge of plate and the first membrane cassette. Item 1-78: Plans, Sheet M-607, MEMBRANE DETAILS (Seq. 627 of 1525) Refer to plan view. Change "2'-8"" dimension to "2'-11/16" Change "8'-0" dimension to "6'-6" Refer to section view. Change "8'-0" dimension to "6'-6" Remove "12'-10" dimension. Add note 3: "3. REFER TO MEMBRANE EQUIPMENT SYSTEM (SPECIFICATION SECTION 46 53 49-PS1) SHOP DRAWING FOR DEFLECTOR PLATE DETAILS." Item 1-79: Plans, Sheet M-653, RS AND WS PUMP STATION — SECTION I & II (Seq. 632 of 1525) Add the following note: "5. WS SUCTION BELL SHALL BE COORDINATED WITH GROUTING." Item 1-80: Plans, Sheet M-656, BACKPULSE TANK SECTION (Seq. 634 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-46. Item 1-81: Plans, Sheet S-654, RAS & WAS PUMP STATION — BACKPULSE TANK — ENLARGED PLANS AND SECTIONS (Seq. 649 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-47. Item 1-82: Plans, Sheet A-712, PARTIAL FLOOR PLAN — GROUND LEVEL AREA Al (Seq. 678 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-48. Item 1-83: Plans, Sheet A-713, PARTIAL FLOOR PLAN — GROUND LEVEL AREA A2 (Seq. 679 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-49. Item 1-84: Plans, Sheet A-740, WALL SECTIONS (Seq. 704 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-50. A-1 10 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT B Item 1-85: Plans, Sheet A-743, ENLARGED FLOOR PLANS - RESTROOMS (Seq. 707 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-51. Item 1-86: Plans, Sheet A-746, INTERIOR ELEVATIONS (Seq. 710 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-52. Item 1-87: Plans, Sheet A-754, SECTION DETAILS (Seq. 717 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-53. Item 1-88: Plans, Sheet A-755, SECTION DETAILS (Seq. 718 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-54. Item 1-89: Plans, Sheet A-760, DOOR TYPES AND SCHEDULE (Seq. 723 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-55. Item 1-90: Plans, Sheet A-766, PARTITION TYPES (Seq. 726 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-56. Item 1-91: Plans, Sheet A-772, ENTRY MONUMENT (Seq. 729 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-57. Item 1-92: Plans, Sheet A-773, ENTRY MONUMENT (Seq. 730 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-58. Item 1-93: Plans, Sheet H-701, OVERALL HVAC PLAN — LOWER LEVEL (Seq. 743 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-59. Item 1-94: Plans, Sheet H-702, PARTIAL LOWER LEVEL AREA B HVAC PLAN (Seq. 744 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-60. Item 1-95: Plans, Sheet H-703, OVERALL GROUND AND UPPER LEVEL HVAC PLAN (Seq. 745 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-61. Item 1-96: Plans, Sheet H-704, PARTIAL GROUND LEVEL AREA A HVAC PLAN (Seq. 746 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-62. Item 1-97: Plans, Sheet H-732, SECTIONS (Seq. 749 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-63. Item 1-98: Plans, Sheet H-752, DETAILS (Seq. 752 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-64. A-1 11 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT B Item 1-99: Plans, Sheet H-761, SCHEDULES (Seq. 753 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-65. Item 1-100: Plans, Sheet H-762, SCHEDULES (Seq. 754 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-66. Item 1-101: Plans, Sheet H-773, PACKAGED AHU CONTROL DIAGRAM & SEQUENCE (Seq. 757 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-67. Item 1-102: Plans, Sheet H-775, PROCESS LAB CONTROL DIAGRAMS & SEQUENCE (Seq. 759 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-68. Item 1-103: Plans, Sheet H-777, VAV SPLIT DX CONTROL DIAGRAM & SEQUENCE (Seq. 761 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-69. Item 1-104: Plans, Sheet H-782, AIRFLOW DIAGRAMS (Seq. 766 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-70. Item 1-105: Plans, Sheet H-783, AIRFLOW DIAGRAMS (Seq. 767 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-71. Item 1-106: Plans, Sheet H-784, AIRFLOW DIAGRAMS (Seq. 768 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-72. Item 1-107: Plans, Sheet P-705, PLUMBING PARTIAL FLOOR PLAN — LOWER LEVEL AREA B (Seq. 786 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-73. Item 1-108: Plans, Sheet P-707, PLUMBING PARTIAL FLOOR PLAN — GROUND LEVEL AREA A (Seq. 788 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-74. Item 1-109: Plans, Sheet P-713, PLUMBING SCHEDULES (Seq. 794 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-75. Item 1-110: Plans, Sheet P-715, PLUMBING ISOMETRICS (Seq. 796 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-76. Item 1-111: Plans, Sheet S-724, PARTIAL PLANS (Seq. 820 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-77. A-1 12 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 1 ATTACHMENT B Item 1-112: Plans, Sheet S-752, OPERATIONS BUILDING DETAILS (Seq. 841 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-78. Item 1-113: Plans, Sheet A-808, UV ELECTRICAL/NAOCL FEED BLDG - SCHEDULES (Seq. 857 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-79. Item 1-114: Plans, Sheet H-811, UV ELECTRICAL BLDG — OVERALL GROUND LEVEL HVAC PLAN (Seq. 866 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-80. Item 1-115: Plans, Sheet M-820, CASCADE POST AERATION PLAN (Seq. 877 of 1525) Refer to 36/EFF/RCP callout. Change "RCP" to "PVC" Item 1-116: Plans, Sheet M-821, CASCADE AERATION SECTION A (Seq. 878 of 1525) Refer to 36/EFF/RCP callout. Change "RCP" to "PVC" Refer to 36" RCP Wall Fitting, detail 0330-024 callout. Change "RCP" to "PVC" Change "0330-024" to "4000-320" Item 1-117: Plans, Sheet P-801, FLOOR PLAN - UNDERGROUND (Seq. 880 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-81. Item 1-118: Plans, Sheet P-802, FLOOR PLAN — LEVEL ONE (Seq. 881 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-82. Item 1-119: Plans, Sheet P-803, FLOOR PLAN - ROOF (Seq. 882 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-83. Item 1-120: Plans, Sheet P-806, ISOMETRICS (Seq. 885 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-84. Item 1-121: Plans, Sheet A-1154, OVERALL FLOOR PLAN — GROUND & UPPER LEVELS (Seq. 939 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-85. Item 1-122: Plans, Sheet A-1155, PARTIAL FLOOR PLAN — GROUND LEVEL AREA A (Seq. 940 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-86. A-1 13 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT B Item 1-123: Plans, Sheet A-1157, PARTIAL FLOOR PLAN — GROUND LEVEL AREA B (Seq. 942 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-87. Item 1-124: Plans, Sheet A-1164, EXTERIOR ELEVATIONS (Seq. 946 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-88. Item 1-125: Plans, Sheet A-1166, WALL SECTIONS (Seq. 948 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-89. Item 1-126: Plans, Sheet A-1178, DOOR TYPES SCHEDULES (Seq. 953 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-90. Item 1-127: Plans, Sheet H-1202, PARTIAL GROUND LEVEL HVAC — AREA A (Seq. 966 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-91. Item 1-128: Plans, Sheet H-1203, PARTIAL GROUND LEVEL HVAC — AREA B (Seq. 967 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-92. Item 1-129: Plans, Sheet H-1205, PARTIAL UPPER LEVEL HVAC — AREA A (Seq. 969 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-93. Item 1-130: Plans, Sheet H-1206, PARTIAL UPPER LEVEL HVAC — AREA B (Seq. 970 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-94. Item 1-131: Plans, Sheet H-1251, DETAILS (Seq. 974 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-95. Item 1-132: Plans, Sheet H-1261, SCHEDULES (Seq. 975 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-96. Item 1-133: Plans, Sheet H-1262, SCHEDULES (Seq. 976 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-97. Item 1-134: Plans, Sheet H-1281, DIAGRAMS (Seq. 983 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-98. Item 1-135: Plans, Sheet M-1222, SOLIDS BUILDING — CENTRIFUGE AREA SECTIONS I (Seq. 996 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-99. A-1 14 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 1 Request for Proposals ATTACHMENT B Item 1-136: Plans, Sheet M-1223, SOLIDS BUILDING — CENTRIFUGE AREA SECTIONS II (Seq. 997 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-100. Item 1-137: Plans, Sheet P-1201, OVERALL PLUMBING FLOOR PLAN — LEVEL 1 UNDERGROUND (Seq. 1007 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-101. Item 1-138: Plans, Sheet P-1202, PARTIAL PLUMBING FLOOR PLAN — LEVEL 1 UNDERGROUND AREA A (Seq. 1008 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-102. Item 1-139: Plans, Sheet P-1203, PARTIAL PLUMBING FLOOR PLAN — LEVEL 1 UNDERGROUND AREA B (Seq. 1009 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-103. Item 1-140: Plans, Sheet P-1204, OVERALL PLUMBING FLOOR PLAN — LEVEL 1 & 2 (Seq. 1010 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-104. Item 1-141: Plans, Sheet P-1205, PARTIAL PLUMBING FLOOR PLAN — LEVEL 1 AREA A (Seq. 1011 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-105. Item 1-142: Plans, Sheet P-1206, PARTIAL PLUMBING FLOOR PLAN — LEVEL 1 AREA B (Seq. 1012 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-106. Item 1-143: Plans, Sheet P-1210, PLUMBING SCHEDULES (Seq. 1016 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-107. Item 1-144: Plans, Sheet P-1211, PLUMBING ISOMETRICS (Seq. 1017 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-108. Item 1-145: Plans, Sheet P-1212, PLUMBING ISOMETRICS (Seq. 1018 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-109. Item 1-146: Plans, Sheet S-1202, SOLIDS BUILDING — GROUND FLOOR PLAN — AREA B (Seq. 1021 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-110. A-1 15 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 1 ATTACHMENT B Item 1-147: Plans, Sheet E-1201, SWBD-1200-1A AND SWBD-1200-1BA ONE -LINE DIAGRAM — I (Seq. 1327 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-111. Item 1-148: Plans, Sheet E-1202, SWBD-1200-1A AND SWBD-1200-1B ONE -LINE DIAGRAM — II (Seq. 1328 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-112. Item 1-149: Plans, Sheet E-1204, MCC -1200-1A AND MCC -1200-1B ONE -LINE DIAGRAM (Seq. 1330 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-113. Item 1-150: Plans, Sheet E-1205, MCC -1200-1A ONE -LINE DIAGRAM (Seq. 1331 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-114. Item 1-151: Plans, Sheet E-1206, MCC -1200-1B ONE -LINE DIAGRAM (Seq. 1332 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-115. Item 1-152: Plans, Sheet E-1207, SOLIDS MCC -12001A AND MCC -1200-1B ELEVATION (Seq. 1333 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-116. Item 1-153: Plans, Sheet E-1208, SOLIDS POWER PANEL PP -1201 ONE -LINE DIAGRAM (Seq. 1334 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-117. Item 1-154: Plans, Sheet E-1209, SOLIDS PANELBOARD SCHEDULES — I (Seq. 1335 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-118. Item 1-155: Plans, Sheet E-1210, SOLIDS PANELBOARD SCHEDULES — II (Seq. 1336 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-119. Item 1-156: Plans, Sheet E-1211, SOLIDS AREA SITE PLAN (Seq. 1337 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-120. Item 1-157: Plans, Sheet E-1212, SOLIDS AREA GROUNDING PLAN (Seq. 1338 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-121. Item 1-158: Plans, Sheet E-1213, SOLIDS DUCTBANK SECTIONS — I (Seq. 1339 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-122. Item 1-159: Plans, Sheet E-1214, SOLIDS BUILDING OVERALL PLAN (Seq. 1340 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-123. A-1 16 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 1 ATTACHMENT B Item 1-160: Plans, Sheet E-1233, SOLIDS BUILDING LIGHTING PLAN — I (Seq. 1360 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-124. Item 1-161: Plans, Sheet E-1234, SOLIDS BUILDING LIGHTING PLAN — II (Seq. 1361 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-125. Item 1-162: Plans, Sheet E-1235, SOLIDS BUILDING LIGHTING PLAN — III (Seq. 1362 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-126. Item 1-163: Plans, Sheet E-1236, SOLIDS BUILDING LIGHTING PLAN — IV (Seq. 1363 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-127. Item 1-164: Plans, Sheet E-1237, SOLIDS BUILDING LIGHTING PLAN — V (Seq. 1364 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-128. Item 1-165: Plans, Sheet E-1238, SOLIDS HANDLING BUILDING ROOF PLAN (Seq. 1365 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-129. Item 1-166: Plans, Sheet E-1239, SOLIDS GROUND LEVEL HVAC POWER AND CONTROL PLAN (Seq. 1366 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-130. Item 1-167: Plans, Sheet E-1250, SOLIDS DUMPSTER SYSTEM RISER DIAGRAM (Seq. 1376 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-131. Item 1-168: Plans, Sheet E-1251, SOLIDS ELECTRICAL DETAILS — I (Seq. 1377 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-132. Item 1-169: Plans, Sheet E-1252, ELECTRICAL DETAILS - II (Seq. 1378 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-133, E-1252, PLC INTERFACE DIAGRAM - I. Item 1-170: Plans, Sheet E-1253, SOLIDS INTERFACE DIAGRAM — I (Seq. 1379 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-134. Item 1-171: Plans, Sheet E-1254, SOLIDS INTERFACE DIAGRAM — II (Seq. 1380 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-135. Item 1-172: Plans, Sheet E-1257 ELECTRICAL SCHEMATIC — I (Seq. 1383 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-136. Item 1-173: Plans, Sheet E-1258, ELECTRICAL SCHEMATIC — II (Seq. 1384 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-137. A-1 17 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 1 ATTACHMENT B Item 1-174: Plans, Sheet E-1259, ELECTRICAL SCHEMATIC — III (Seq. 1385 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-138, Sheet E-1259, ELECTRICAL SCHEMATIC - III AND FIRE ALARM PANEL RISER DIAGRAM. Item 1-175: Plans, Sheet E-1260, ELECTRICAL SCHEMATIC — IV (Seq. 1386 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-139. Item 1-176: Plans, Sheet E-1261, TRUCK BAY ELECTRICAL SCHEMATIC — V (Seq. 1387 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-140. Item 1-177: Plans, Sheet E-1262, SOLIDS AREA ELECTRICAL SCHEMATIC — VI (Seq. 1388 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-141. Item 1-178: Plans, Sheet 1-010, PCS NETWORK ARCHITECTURE (Seq. 1436 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-142. Item 1-179: Plans, Sheet 1-020, PCS FIBER OPTIC ROUTING PLAN (Seq. 1437 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-143. Item 1-180: Plans, Sheet 1-040, PERIMETER FENCE FIBER INTRUSION LAYOUT (Seq. 1438 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-144. Item 1-181: Plans, Sheet 1-050, SECURITY NETWORK ARCHITECTURE DIAGRAM (Seq. 1439 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-145. Item 1-182: Plans, Sheet 1-051, SECURITY FIBER OPTIC ROUTING PLAN (Seq. 1440 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-146. Item 1-183: Plans, Sheet 1-057, CHEMICAL FEED ROOM SECURITY PLAN (Seq. 1444 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-147. Item 1-184: Plans, Sheet 1-650, RS AND WS PUMP STATION P&ID (Seq. 1483 of 1525) Refer to 2 -WS callouts. Update all instances of "2 -WS" to "2 -SW." Item 1-185: Plans, Sheet 1-800, UV SYSTEM AND POST AERATION (Seq. 1491 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-148. A-1 18 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 1 ATTACHMENT B Item 1-186: Plans, Sheet 1-1100, SLUDGE HOLDING TANK P&ID (Seq. 1493 of 1525) Refer to SHT-1. Refer to TWS pipe from RDT. Add the following callout: "8-TWS„ Refer to SWS pipe from SWS Pump Station. Add the following callout: "6-SWS" Refer to WS pipe from RS and WS Pump Station. Add the following callout: Item 1-187: Plans, Sheet 1-1904, INSTALLATION DETAILS 5 (Seq. 1516 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-149. Item 1-188: Plans, Sheet 1-1953, SECURITY DETAILS 4 (Seq. 1523 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-150. THIS ADDENDUM IS MADE PART OF THE SPECIFICATIONS AND CONTRACT DOCUMENTS AND SHALL BE ACKNOWLEDGED ON THE PROPOSAL AND THE BID ENVELOPE. ALAN PLUMMER ASSOCIATES, INC. TBPE Firm No. 13 _ tE OF JOSHUA P. FRISINGER 97545 D�^ �� �+ � • REO ! e S q Josh P. Frisinger, P.E. May 15, 2026 A-1 19 of 19 ATTACHMENT 1-1 00 41 00 PROPOSAL FORM Page 1 of4 SECTION 00 4100 PROPOSAL FORM To: The Purchasing Manager c/o: The Purchasing Division 100 Fort Worth Trail City of Fort Worth, Texas 76102 For: Mary's Creek Water Reclamation Facility City Project No: 01239 Units/Sections: N/A 1. Enter Into Agreement The undersigned Offeror proposes and agrees, if this Proposal is accepted, to enter into an Agreement with City in the form included in the Proposal documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Proposal Price and within the Contract Time indicated in this Proposal and in accordance with the other terms and conditions of the Contract Documents. 2. Offeror Acknowledgements and Certification 2-1. In submitting this Proposal, Offeror accepts all of the terms and conditions of the INVITATION TO OFFERORS and INSTRUCTIONS TO OFFERORS, including without limitation those dealing with the disposition of the Bid Bond. 2-2. Offeror is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2-3. Offeror certifies that this Proposal is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2-4. Offeror has not directly or indirectly induced or solicited any other Offeror to submit a false or sham Proposal. 2-5. Offeror has not solicited or induced any individual or entity to refrain from proposing. 2-6. Offeror has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENT C01239 Revised 9/19/2025 ATTACHMENT 1-1 00 41 00 PROPOSAL FORM Page 2 of4 a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the Proposal process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the proposal process to the detriment of City (b) to establish Proposal prices at artificial non-competitive levels, or (c) to deprive City of benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Offerors, with or without the knowledge of City, a purpose of which is to establish Proposal prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the proposal process or affect the execution of the Contract. 3. Qualification The Offeror acknowledges that the following work types must be performed only by qualified contractors and subcontractors: a. Water/Wastewater Treatment Facilities 4. Time of Completion 4-1. The work for Milestone 1 (Equalization and Peak Flow Storage Basins and Drain Piping) shall be complete within 730 calendar days after the date when the Contract Time commences to run as provided in Paragraph 2.02 of the General Conditions. 4-2. The work will be Substantially complete within 1,200 calendar days after the date when the Contract Time commences to run as provided in Paragraph 2.02 of the General Conditions. 4-3. The work will be complete for Final Acceptance within '� 1,350 calendar days after the date when the Contract Time commences to run as provided in Paragraph 2.02 of the General Conditions. 4-4. Proposer accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work {and/or achievement of Milestones} within the times specified in the Agreement. 4-5. The milestone dates will be modified in the Agreement to reflect those presented in the Proposal if they are less than specified above. Liquidated damages will apply to the modified number of days. 5. Attached to this Proposal The following documents are attached to and made part of this Proposal: CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENT C01239 Revised 9/19/2025 ATTACHMENT 1-1 00 41 00 PROPOSAL FORM Page 3 of4 a. This Proposal Form, Section 00 41 00, accompanied by the Statement of Qualifications outlined in Part 17 of Section 00 21 13. b. Required Proposal Security, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions c. Offeror's Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Subcontractor and Major Equipment Supplier List, Section 00 45 12 f. Conflict of Interest Affidavit, Section 00 35 13 g. Proposal Describing Contractor Experience, Schedule and Approach h. ED -103 Contractor's Act of Assurance i. ED -104 Contractor's Act of Assurance Resolution j. WRD-255 Bidder's Certification k. SRF-404 Disbarment/Suspension Certification 1. TWDB-0459 Vendor Compliance with Reciprocity on Non -Resident Bidders m. Contractor Acknowledgement (Sign and date) of AIS Requirements (TWDB-0551, Appendix III, Section III.9 [page 15 of 611) n. Signed addenda 6. Total Proposal Amount 6-1. Offeror will complete the Work in accordance with the Contract Documents for the following proposal amount. In the space provided below, please enter the total proposal amount for this project. Only this figure will be read publicly by the City at the proposal Opening. 6-2. It is understood and agreed by the Offeror in signing this proposal that the total proposal amount entered below is subject to verification and/or modification by multiplying the unit proposal prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Proposal (Signature Page to Follow) CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENT C01239 Revised 9/19/2025 ATTACHMENT 1-1 00 41 00 PROPOSAL FORM Page 4 0f4 7. Proposal Submittal This proposal is submitted on Respectfully submitted, I� Title: Company: Address: State of Incorporation: Email: Phone: (Date) (Signature) (Printed Name) by the entity named below. END OF SECTION Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Addendum No. 5: Addendum No. 6: Addendum No. 7: Addendum No. 8: Addendum No. 9 Corporate Seal: CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENT C01239 Revised 9/19/2025 ATTACHMENT 1-2 STATE OF TEXAS COUNTY OF Tarrant SITE CERTIFICATE Before me, the undersigned notary, on this day personally appeared , a person whose identity is known to me or who has presented to me a satisfactory proof of identity. After I administered an oath, this person swore to the following: (1) My name is Jesica McEachern . I am over 18 years of age and I am of sound mind, and capable of swearing to the facts contained in this Site Certificate. The facts stated in this certificate are within my personal knowledge and are true and correct. (2) I am an authorized representative of city of Fort Worth an entity that has filed an application for financial assistance with the Texas Water Development Board for a (water) wastewater project. Please complete only those sections that apply to your project: LEGAL CERTIFICATION - LEASE/CONTRACT I certify that: NA (Legal Name of Applicant, i.e., City, District, etc.) has executed a written lease or other contractual agreement to use the property needed for this (water)(wastewater) project that extends through NA (date), the life of the Texas Water Development Board loan or grant that will be used to finance this project, either in whole or in part. A copy of this lease or agreement is attached hereto. LEGAL CERTIFICATION - PROPERTY EASEMENT I certify that: NA (Legal Name of Applicant, i.e., City, District, etc.) has executed an express easement to use the property needed for this (water) (wastewater) project that extends through the life of the Texas Water Development Board loan or grant that will be used to finance this project, either in whole or in part. The express easement to use the property needed for this (water) (wastewater) project extends through NA (date). A copy of the express easement agreement is attached hereto. ED -101 Rev 2/26 ATTACHMENT 1-2 LEGAL CERTIFICATION - OWNERSHIP INTEREST I certify that City of Fort Worth (Legal Name of Applicant, e.g. City, District, etc.) 9 Option A: has acquired the necessary real property interest, as evidenced by fee simple purchase, deed, fully executed earnest money contracts, or completion of eminent domain proceedings; that such acquisition will guarantee access and egress; and such interest will contain the necessary easements, rights of way, or unrestricted use as is required for the project being financed by the Texas Water Development Board. The legal description is referenced below. The property has been acquired with the use of eminent domain: ❑ True •False OR ❑ Option B: is in the process of acquiring the necessary real property interest, as evidenced by earnest money contracts, contracts for sale, firm option agreements to purchase the subject property, or the initiation of eminent domain procedures; that such acquisition will guarantee access and egress; and such interest will contain the necessary easements, rights of way, or unrestricted use as is required for the project being financed by the Texas Water Development Board. The legal description is referenced below. The anticipated date of acquisition is: The property will be acquired with the use of eminent domain: El True ❑False If True, then reasonable considerations should be investigated with relevant stakeholders to reduce the necessity of exercising the power of eminent domain to obtain interests in real property by identifying opportunities to utilize existing transportation and utility easements. Location and Description of Property Interests acquired for Project: The property is the site of the Mary's Creek Water Reclamation Facility located at 11091 Chapin Road. The 100.167 acre site is located on the westside of the City of Fort Worth. Any deeds or other instruments required to be recorded to protect the title(s) held by City of Fort Worth (Legal Name of Applicant) have been recorded or filed for the record in the County deed records or other required location. The following documents are attached hereto: Special warranty deed, instrument number D211267292. Description of documents that were used or will be used to acquire the property: The Grantor of the fee simple acquisition was 820 Management Trust. The Grantee was the City of Fort Worth. The site was acquired in 2011. ED -101 Rev 2/26 ATTACHMENT 1-2 EXECUTED this day of 20, ( Signature) Jesica McEachern Assistant City Manager Sworn to and subscribed before me by Jesica McEachern of April , 2O26 KATHLEEN BRADFORD Note Public STATE I?F TEXAS J'J tty 1.0.12197197 Conn. Aar. 12.2021' [SEAL] ED -101 Rev 2/26 (Print Name) Title) on this 28th day (Notary Public in and for the State of Texas) TEXAS WATER DEVELOPMENT BDARD ATTACHMENT 1-2 Z!✓ 4 Ftattikl� NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. SPECIAL WARRANTY DEED -. W -c THE STATE OF TEXAS § Io § KNOW ALL PERSONS BY T COUNTY OF TARRANT § THAT, 820 MANAGEMENT TRUST (hereinafter referred to as "Gran r'r['` in consideration of the sum of TEN AND NO/100 ($10.00) DOLLARS and other a ua o eratn in hand paid by the CITY OF FORT WORTH, TEXAS, a home rule Munici al o ora o o Stete of Texas (hereinafter referred to as "Grantee"), whose address for Ice . Ms. Lear D. + Guzman, City Attorney's Office, 1000 Throckmorton Street, Fo ort 02, the receipt of which is hereby acknowledged, has GRANTED, SOLD and CO V YED, n by these presents does GRANT, SELL and CONVEY unto GRANTEE all of that cc in al r erty located in Tarrant County, Texas, consisting of approximately 100.167 of lan particularly described on EXHIBIT "A" attached hereto ("Land"), and including a o Grantor's rights, privileges, easements, rights -of -way, licenses, interests, and rights appurtenant h L d. The Land and all rights, property and interests above described being hereinafter referrep'tp i t e as the "Property." Notwithstanding anything to the conveyance (and the Property does not in interest in (i) all surface and subsurf ce w held by Grantor in connection wit 4J� under the Land; provided, how e surface of the Land except as e set forth herein, such surface s e c its lessees, successors and as s, o c the Land with one or n e location on other lands. am , aMdT1ereby retains and reserves from this i , nd its successors and assigns, any and all terests in, on, or under the Land or otherwise and ( any and all oil, gas and other minerals in, on, or J1er waives and relinquishes access to any use of the h hereinbelow. Notwithstanding anything to the contrary h above shall not prohibit Grantor, on behalf of itself and ucting well completion and/or development activities under zontal and/or directional wellbores drilled from a surface This Sp al eed is executed by Grantor and accepted by Grantee subject to those encumbr es gh o hird parties shown of record in the Real Property Records of Tarrant County, Texas, aft cc ' on HIBIT "B" attached hereto (the "Permitted Encumbrances"). TO A'N D TO HOLD the above described Property, together with all and singular the right n a nances thereto in anywise belonging, unto GRANTEE and GRANTEE'S successors and assi s, a GRANTOR does hereby bind GRANTOR, and GRANTOR'S successors and assigns to WARRANT AND FOREVER DEFEND all and singular the said Property, subject to the Permitted Encumbrances, unto GRANTEE, and GRANTEE'S 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. 1274868_1 1 ATTACHMENT 1-2 EXECUTED this the 12 day of ! , 2011. 820 MANAGEMENT TRUST By: NarffrArdon E. Moore Title: Attorney -in -Fact for Lee M. Bass, Truste STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on the, ay of X4, 2011, by Ardon E. Moore, Attorney -in -Fact for Lee M. Bass, Trustee, on behalf of 0 . ana fl nt Trust. EMILY MARSHA OWEN NOTARY PUBUC STATE OF TEXAS My Comm. E. 0&15.2016 After Recording, Please Return Ms. Leann D. Guzman City Attorney's Office 1000 Throckmorton Street Fort Worth, Texas 76102. mission expires: 1274868_1 2 ATTACHMENT 1-2 EXHIBIT "A" Being a tract of land situated in the I. Johnson Survey, Abstract Number 871 and the C. K. Gleason Survey, Abstract Number 559, Tarrant County, Texas, being all of that certain 88.383 sac tract of land conveyers by deed to Lee M. Bass, Trustee for the 820 Management Truss, in Volume 13824, Page 336, Deed Records, Tarrant County, Texas (D.R.T.C_T.) and a portion of that certain 284.53 acre trap of land conveyed by deed to Lee M. Ban, Trustee for The 820 Management Trust, in Volume 13824. Page 337, D.R.T.C.T. and being I'nrther described by metes and bound as follows: BEGINNING at a V2 capped inch iron rod stamped "Area Surveying" found at the northwest corner of said 88.383 acre Lee M. sass tract and most northerly northeast corner of that certain tact of land conveyed by deed to West Side Sanitary Land Fill, Inc.. in Volume 6477. Page 335. D.R.T.C.T. and being in the south line of that certain tract of land conveyed by deed to Waste Management of Texan, Inc., in Volume 12208, Pege 2261, D.RT.C.T., hum which an axle found for tax northwest corner of said West Side Sanitary Land FIB tract bean N89° 24' 40" 661.37 feet; Thence S 89° 24' 40" E, along the common north line afraid 88.383 acre tract and the sou lit of said Waste Management of Texas tract, 168.55 feet to a railroad spike southernmost southwest corner of said 284.53 acre tract and the noutheest arm 0 Management of Texas tract; Thence N 46° 41' 26" W, along the common wen tine of said 28 53 et the ear inc of said Waste Management ofTex s tract, 257.95 fed to a rails kc act; 7beoce S 89.24' 40" E, crossing said 284.53 acre tract, 3,055.5 f o a PK ail in asphalt, being in the east line of said 264.53 acre tract and the centerline Co o Namur 1029 (Chapin Road); Thence S 0" 02' 57" W, along the common east linen id 4.53 acre tract and said ceulorline, 175,01 feet to a PK Nail ad in asphalt, being the rotithtn ofsaid 284.53 acre tract on thenorth line of said 88.383 acre tract, from which /inc ' o d bears N 89' 24' 40" W, 21.00 feet; Thence S 89° 24' 40" E, along the con of said County Road Number 1029 (C nurtlteast comer of said 88.383 ac tract conveyed by foal to LcejM 13 13824, Page 339, D. Thence S 08' 35' 4" 1 t c of said 1453L) a i c a di • a lolal dials 224 I us Thcuce S 1 4 57 4" in with cap a RA 't' 'EMS 88.38,c4lset rid c emit Irat<t;,f f 88.383 acre tract and the centerline I set to a PK Nail set in asphalt for the west. coma of that certain 145.309 acre the 820 Management Trust, in Volume Orrin east line of said 88383 acct tract and the west line 15.08 feat passing a found 1 inch iron rod found, is all inch iron rod found; along said common line, 859.04 feet to a 5/8 inch iron rod CORPORATION' set, being the southeast corner of said oat northeasterly corner of said West Side Sanitary Land Fill the cc 56° 4 21'. W, along the common southwwct line of said 88.383 arse tract and the it -s a ofsaid West Side Sanitary Land Fi11 tract, 714.58 foot to r 5/8 inch iron rod wit tarry 'TR ANSYSTEMS CORPORATION' cci; The e 78° 10' 39° W, continuing along said common line, 408.70 feet to a 5/8 inch iron rod sth stamped'TRANSYSTEMS CORPORATION' sot; nee N 80° 13' 21" W, continuing along said common line, 300.70 feet to a 518 inch iron rod with cap stamped 'TRANSYSTI3MS CORPORATION' set; Ttmcuce N t9° 18' 21" W, continuing along said cornnx7n line, 671.20 feet to a 5/8 inch iron rod with cap stamped 'TR.ANSYSTljv1S CORPORATION' rat; Thence N 60` 38' 21" W, continuing along said common line, 811.25 feet 10a5/8 518 inch iron rod with cap stamped 'TRANSYSTEMS CORPORATION' set; Thence N 30° 44' 21" W, continuing along said common line, 779.65 feel 10 the POINT OF BEGINNING and containing 100.167 acres (4,363,279 squire feet) of land, more or leas. 1274868_1 ATTACHMENT 1-2 EXHIBIT "B" Permitted Encumbrances 1. Standby fees, taxes and assessments by any taxing authority for the year 2011, and subsequent years. 2. Easement for right-of-way recorded in Volume 1768, Page 40, Deed Records of Tarrant County, Texas, as affected by instrument(s) recorded in Volume 8704, Page 2317, Deed Re s of Tarrant County, Texas, as noted on survey dated November 16, 2010, last revised Se to e 26, 2011, prepared by Kenneth D. Erwin, Registered Professional Land Surveyor No. 55 4. 3. Easement for right-of-way granted to TEXAS ELECTRIC SERVICE COMP i trur5i re t recorded in Volume 1827, Page 241, Deed Records of Tarrant County, Texas, ote o su`1'r/e�y dated November 16, 2010, last revised September 26, 2011, prepare et . Erwin, Registered Professional Land Surveyor No. 5554. 4. Interest in all oil, gas, and other minerals as reserved in dee or ed } e 4451, Page 675, Deed Records of Tarrant County, Texas. 1 Easement for right-of-way granted to TEXAS ELQR1C S VIZ` OMPANY by instrument recorded in Volume 4820, Page 141, Deed Recor o "Tarrant County, Texas, and as shown on survey dated November 16, 2010, last revised Pbb 26, 2011, prepared by Kenneth D. Erwin, Registered Professional Land Surveyor]. 6. Terms, conditions, and stipulations of IN at &.fl ea Of Solid Waste Disposal executed by WASTE MANAGEMENT OF TE rded in Volume 12363, Page 1278, Deed Records of Tarrant County, Texa rvey dated November 16, 2010, last revised September 26, 2011, prepare a eth Erwin, Registered Professional Land Surveyor No. 5554. _ Terms, conditions, d at s'ertificate Of Area Of Solid Waste Disposal executed by WASTE MANAGE XAS, INC., recorded in Volume 12648, Page 10, Deed Records of Tarra u , exas, as shown survey dated November 16, 2010, last revised September 26, ] , e r y Kenneth D. Erwin, Registered Professional Land Surveyor No. 5554. 1� ) T s i n sipulations of, and easements granted by Sewer Lines and Water Reclamation as t ed ecord under Clerk's File No. D205197616, Deed Records of Tarrant County, Te s, n a shown on survey dated November 16, 2010, last revised September 26, 2011, prep d y enneth D. Erwin, Registered Professional Land Surveyor No. 5554. 9. erms onditions, and stipulations of Oil, Gas and Mineral lease, a Memorandum of which is date effective December 6, 2005, filed for record under Clerk's File No. D206030633, Deed Records of Tarrant County, Texas, as affected by instrument(s) filed for record under Clerk's File No(s). D207451478, D207451479, D207451480, D207451481, 207451483, and 124,72 9 , Deed Records of Tarrant County, Texas. 10. Easement for pipeline filed for record under Clerk's File No. D208013158, Deed Records of Tarrant County, Texas, as affected by instrument(s) filed for record under Clerk's File No(s). D211160081, Deed Records of Tarrant County, Texas, and as shown on survey dated 12748681 4 . -,,I- - 1 ATTACHMENT 1-2 November 16, 2010, last revised September 26, 2011, prepared by Kenneth D. Erwin, Registered Professional Land Surveyor No. 5554. 11. Easement for sanitary sewer filed for record under Clerk's File No. D210126719, Deed Records of Tarrant County, Texas, and as shown on survey dated November 16, 2010, last revised September 26, 2011 prepared by Kenneth D. Erwin, Registered Professional Land Surveyor No. 5554. 12. The rights of the public and others in any portion of the property lying within the boun ^es of County Road 1029 (Chapin Road) and the regulation of the use thereof by the State t§3er governmental entity, and as shown on survey dated November 16, 2010, last rev is n er 26, 2011, prepared by Kenneth D. Erwin, Registered Professional Land Surveyor Th 13. Terms, conditions and stipulations of agreement to use water well by n1w en ..0 Management Trust and Chesapeake. 14. Terms, conditions and stipulations of Purchase Rights as evi ce n 4 e i urn f Purchase Rights by and between 820 Management Trust and City of o ord . ° ated t 2011 and filed for record under Clerk's File No. D211 ! eed Records of Tarrant County, Texas. �4::} 1274868! ATTACHMENT 1-2 MARY LOUISE GARCIA COUNTY CLERK 100 West Weatherford Fort Worth, TX 76196-0401 •+`'�•`•-•''� PHONE (817) 884-1195 By MS LEANN D GUZMAN CITY ATTORNEYS OFFICE 1000 THROCKMORTON STREET FT WORTH, TX 76102 Submitter: RATTIKIN TITLE (OPR) Filed For Registration: Instrument #: �xi 11/2J201144 P D211267 6 PGS $32.00 O2aAO ANY P VIH RESTRICTS THE SALE, RENTAL OR USE OF THE DESCRIBED REAL PROPERTY B OLOR OR RACEIS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW. Prepared by: CAMADDOCK ATTACHMENT 1-2 9 a _ m' 9 m m a m a ^� y J J l7 W n a v a y l7 LL J W v w a aL W a W a W w N a W a c m w N a v � 3 v v 3 - v m m v 3 n o xm a a m a v v a m a a a m a m s a m a 00 0 a o a o a O o o. 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O W Q HO1DV3a019 IE : N N O � co — o aMDV3a019 a ml+ O m m \ o m o Om N O p N Q DN , OI I I ❑ x \ I o o\ u o v � o � 0o I HOiDV3a019 a m o I ❑ o (V 310N 33s) DAd/0/9 I c N� D JAd/SMS/9 1 ' 9 JAd/MS/9 m .yd0HiSW/S o \ m m o � w d a ❑ ❑ x Q x 3 IL Ot �/1 tp V1 � ❑ W IA N Obi Obi N ; ≥ v\i wQz vii X U Q 3 — 11s sa vz z � v 0m in] O � p .z O �\ W W ❑ � U ~ k❑ 4 � ❑ ❑ x D V a x - a 141 S vE—m vQ ILL vli O= m U Z N K Q O Z = 0 E I W I U 0 Z U' O ' W z ' O W w O Z ESRC) III J U ii � Q I C II Q � I I U aT+ I T1 H � I I g Z 0� ---�, OH- -_ .... .'.'...'.. . � X N I 13 VW� 'I'W d wry/ R - � � • IT-rmrn-rrrr x� a+3N+n 3a1� III v . / —Y. u _ jrrTh I� N II o LL 0 \ \ ATTACHMENT 1-9 PLUMMER PLUG VALVE WITH 2 -INCH NUT, FOR PIPES 4 -INCH AND LARGER, AND PVC BALL VALVE FOR 3 -INCH AND c SMALLER SIZE TO MATCH PIPE BRANCH HOPE VALVE BOX AND COVER SIZED TO FIT ASSEMBLY 3 vi -oitijiii TO DISCHARGE CI O X v X 1" PVC BALL VALVE O N E E - U 2'x2'x2' GRAVEL LL POCKET. TOP OF POCKET LOWER v U THAN PIPE I[ 0I O W O s BLOCK AND BLEED ASSEMBLY 3000-izs SCALE: NTS 0 v E E 0 U U Or 9 2 9 2 U Q S H z w I H H .a §$ .2T OO kLU \� - yS §»2 . - ) §/( § E ) } / ! $ § / k § � ,o- . 0 § / )) ( ( 0\ § § \ \ § \( \ ) m M :° = — CL» —J H / S. ; M ( w w , e0 U /[ 2 w H ) _J LU a O z U O § a- I � � (kE a- �z\ 7 IHI ____ jk\ 2 I !! e \ /[ 2 $ �L\ QNON ])/ 4�cNmm% \ ) j\\§\§ = z _ \ ( §LU �� ) ONL0 01 LUL CL � � k \ \ #§[$ •e•q Mps11a1sa _amp+2mUM _wnaoaD3v\Ja\+vu—rLUqq\sJasn2Aid ±l9mi mu ml mm, u1 mD3I s a Z W I U H H z Z 0 3 w n O O F O a 0 ❑ ¢�, ug �¢ ❑ a 0 0 Fw zm 0 z d a_ ❑ Z w u w Q ¢ z a0 z m 0> w w z > x W F ❑ w u w J a wQw 00 w Ovi 0 [jI wF w u Z z2 m Z~wO¢ 2ZO Y wQ z u OF0 J w z O F U u w Z zWO ? z ¢ w l7 w m i.w❑U W a i z K Z w 0 a 0 w 0 xaw z • W �Qz 0 .11 O Z Z O Z = U 2 Z w w Z 0 F+ z 3 0 w U ❑ 3IOHNVW ©10 m3O u w 0 a 5 w 0 O Z "' t vs o I0UIZ x z z g Q ¢❑❑ uu/ LL / J a o O a ____ U ❑ w ≥ ~ Z z ZT F a 0 0 O p a z a z w w z w a D- m 0 �� ri ww.n U j 07" xaZ �w i' ¢x w ❑w m O O~Ow0 U Zb LL z02 U u H in OO= l7 w z o z F O U J w z Ow wm d O O Z F- LL p w< z O S Z 2 w x H �I z O z v~i m F? Fa a w LLO O Z❑¢ N C¢7m F Y F 0�u OLL a Q ,O xZ ZOv~iw wbNw z❑ w z O Q X w 2¢ = w 7 w v m w Z w w m ❑ O U z .-1 N M u 0 w ¢ u Z ❑ ¢ z O < F,w O� 5W 5L �ll f�Y�l 0 lU! DDDD [ad\3bM laaJJ s/iew 10-V8o-8I£O\saleloossyI dbSV9ZOZ/L/S £I-3 W NI3 9NIN33NIDN3 03N31S103N SVX31 ATTACHMENT 1-12 PLUMMER 4'-0" MANUFACTURER PROVIDED MJ COUPLING 9 a MIFAB F1460 FLOOR DRAIN WITH 15 %" SQUARE ADJUSTABLE TRACTOR GRATE AND DEEP SUMP WITH 6" STANDARD OUTLET WITH FOLLOWING VARIATIONS: - STAINLESS STEEL BODY - STAINLESS STEEL STRAINER - SEDIMENT BUCKET NOTES: 1. MANUFACTURER MAY PROVIDE APPROVED EQUAL GROUND DRAIN. 2. FILL STATION CENTERED IN MIDDLE OF PAD. 3. SEE DETAIL 4000-610 FOR SIGNAGE AND LEVEL SENSOR REQUIREMENTS. 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DRIVE SIZED FOR 1.5R ROVIDE XT ENDED UE LINES TOEXTERIOR OFHOUSING. NEMA-4XDSCONNECTSWITCHT �ER OF THE ROOF PITCH. ONACTOR TOFIELD VERIFY ACTUAL ROOF PITCH TOENSURE FANISD MPER WI H NEMA 7/ FAIL -OPEN ACTUATORPF RO QUAL). INCLUDE FACTORY HINGE KITFOR MAINTENANCE ACCESSTO AC ATOR IN ALLED WITHIN THE CURB/SLEEVE ASSEMBLY. VERIFY INTERNAL CLEARANCE 1.5 1725 460/60/3 3 3.75 15 GREENHECK CUBE -300 315 1,2,3,4 5 1725 460/60/3 7.6 9.5 20 GREENHECK CUBE -300 266 1,2,3,5 1.5 1725 460/60/3 3 3.75 15 GREENHECK CUBE -300 203 1,2,3,4 1 1725 460/60/3 2.1 2.63 15 GREENHECK CUBE -160 145 1,2,3,4 2 1725 460/60/3 3.4 4.25 15 GREENHECK CUBE -220 251 1,2,3,4 2 1725 460/60/3 3.4 4.25 15 GREENHECK CUBE -220 251 1,2,3,4 1/6 1725 115/60/1 22 4.25 15 GREENHECK CUE -090 -VG 37 2,5 1/3 1725 460/60/3 1.1 1.38 15 GREENHECK CUE -090 -VG 91 1,2,3,4 1.5 1725 460/60/3 3 3.75 15 GREENHECK CUBE -300 228 1,2,3,4 1.5 1725 460/60/3 3 3.75 15 GREENHECK CUBE -300 228 1,2,3,4 SUPPLY AIR DEVICE SCHEDULE ,TTERN OBD MATERIAL FINISH DESCRIPTION MANUFACTURER MODEL NOTES NO ALUMINUM #26 WHITE LONG THROW, HIGH CAPACITY SUPPLY GRILLE WITH ROTATING DRUM TITUS DL _ NO ALUMINUM #26 WHITE ALLUMINUM AREOBLADE SINGLE DEFLECTION SUPPLY GRILLE TITUS 271FL LECTION YES ALUMINUM #01 ALUMINUM SIDEWALL SUPPLY AIR GRILLE, 3/4" BLADE SPACING, FRONT BLADES PARALLEL TO THE SHORT DIMENSION TITUS 272FS EXHAUST AND RETURN AIR DEVICE SCHEDULE TI -ROW PATTERN (MATERIAL FINISH DESCRIPTION MANUFACTURER MODEL NOTES N/A , ALUIy}J ( \ #26 WHITE SIDEWALL EXHAUSTAIR GRILLE, 1/2" BLADE SPACING WITH 45' DEFLECTION, FRONT BLADES PARALLEL TO THE FLOOR. TITUS 4F N/A CCCI ALL((riIMJPI 1 #26 WHITE CEILING EXHAUST AIR GRILLE; 1/2"X7/2" EGGCRATE. 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Responses to questions received are attached to this addendum as Attachment A. 2. Summary of changes are provided as supplement to this addendum as Attachment B. All other terms an conditions remain unchanged. TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT By the signature affixed below, Addendum No. 2 is hereby incorporated into and made part of the above referenced Request for Proposals. COMPANY NAME: Webber Waterworks SIGNATURE: NOTE: Company name and signature must -1e f same as on the original bid documents. Failure to return this form with your sealed bid may constitue grounds for rejection of your offer. ITB 26-0195 Mary's Creek Water Reclamation Facility Request for Proposals Addendum No. 2, Page 1 of 1 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT A This document is provided as a supplement to the Mary's Creek Water Reclamation Facility Request for Proposals. Below are responses to questions for clarifications that may require additional information and/or are not addressed directly within the Request for Proposals: Q-1. We would like to request modifications to certain clauses in the General Conditions. The following are our specific requests: • General Conditions — Article 10.01 Contractor requests that language be added to clarify that if Contractor is instructed to proceed with Extra Work without a Change Order, then the Extra Work shall be ordered by written Change Directive. • General Conditions — Article 15.01 Contractor requests a time limit on suspensions (ex: no more than 60 aggregate days or 30 consecutive days). Contractor also requests language entitling Contractor to time and price adjustments in the event of a no-fault suspension. • General Conditions — Article 15.02(A) (3) Contractor requests that this provision be deleted. "Repeated disregard of the authority of the City" is not a breach of any contractual obligations owed by Contractor. It is also an extremely vague standard given that Contractor has contractual authority over supervision and performance of all Work and has sole control over means and methods. • General Conditions — Article 15.02(A) (8) Contractor requests that this provision be deleted. Litigation is a contractually permitted step of the dispute resolution process. Contractor following the dispute resolution process should not be grounds for termination. During the Eagle Mountain WWTP Phase IV Bid period, we submitted an RFI with identical change requests. City of Fort Worth responded via addendum (addendum #1), issuing updated Supplementary Conditions to address these clauses. The specific language in the revised supplementary conditions for these clauses was: • SC -10.01A, "Authorized Changes in the Work" On the third sentence of the paragraph, add the following after the words "which may or may not precede an order of Extra Work';- "by written Change Directive" • SC -15.01.A, "City May Suspend Work" Modify the paragraph as follows: At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City may make extra payment for stand-by time of construction equipment and/or construction crews in accordance with 11.01. Suspension of work shall be no more than 60 aggregate days or 30 consecutive days. • SC -15.02.A.3, "City May Terminate for Cause" Remove the following sentence, "Contractor's repeated disregard of the authority of City; or". A-2 1 of 4 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT A • SC -15.02.A.8, "City May Terminate for Cause" Modify the sentence as follows: If procedures outlined in 16.01 are not followed and Contractor commences legal action in a court of competent jurisdiction against the City. We respectfully request that these same changes be implemented for this project so supplementary conditions are revised with the same wording. R-1. Refer to Addendum 2, Item 2-4. Q-2. Can a more detailed, "zoomed in" plan like the landscaping sheets be provided for all the tree removal/protection plans? Sheet G-028 is very convoluted and it's hard to tell what is to be removed and what is to be protected. Note 3 on that sheet only shows four trees are to be protected, but the tree table on the subsequent sheets show at least 15 trees are to be protected. Can large clusters of trees that are to remain be protected by a large fenced off area, or does each individual tree need 4' chain link fence around it? R-2. Large clusters of trees that are to remain may be protected by a large fenced off area. Refer to sheets G-029 and G-030 for trees which are to remain. Q-3. Sheet C-073 for the 48 IN BETWEEN PTU AND DIST BOX, this pipe is 48" C900 DR25 PVC at 50 PSI WP and 75 PSI test pressure. Are the pipe joints for this line required to be restrained. If so, please advise how you want to restrain the pipe joints. The specifications indicate an integral joint restraint system; however, it appears that 48" is not an option for this type of restraint. Please advise how to proceed. MJ fitting connections will be restrained with megalug as indicated by the specifications. R-3. Refer to Addendum 2, Item 2-7. Q-4. Specification Section 40 05 19- 2.01 A 2 indicates exposed flange hardware as A307 Grade A, however, Specification Section 40 05 05 - 2.02 B indicates A307 Grade B. Can you please confirm if A307 Grade A is acceptable for ductile iron pipe. R-4. Refer to Addendum 2, Item 2-6. Q-5. Please confirm the pipe supports shown on Sheet C-061 have the correct detail callouts, per note 3. Detail 4 005-508 is for a wall mounted support. The supports shown on this page do not look like they attach to a wall anywhere. Should all the supports on this page be labeled as "A" to indicate the support be per detail 0559-093? Please advise. R-5. Refer to Addendum 2, Item 2-23 and 2-24. Q-6. Please clarify if restrained FCAs are acceptable in lieu of the unrestrained type listed in Spec 40 05 05 2.05 E. R-6. Restrained FCAs are acceptable. Q-7. Plan Sheet M-305, 30" Influent from EQ Basins shows Valve Tags CSCO1_C00 PV01 thru CSCO1_C00 PV06. Plan Sheet 1-301 P&ID shows Valve Tags CSC01_C00 PV01 Thru CSC01_C00 PV04 with CSC01_C00 PVN01 & 02. The Valve Schedule on Plan Sheet G-031 matches the Tag Numbers on the P& ID. Please confirm that P& ID and Valve Schedule are correct & Tag Numbers shown on Plan Sheet M-305 are incorrect. R-7. Refer to Addendum 2, Item 2-30, 2-31, 2-32, and 2-33. A-2 2 of 4 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT A Q-8. Please confirm that the EQ & PFS Vaults do not require any subgrade modifications. Those structures are not listed under the table shown on sheet S -G103. R-8. Refer to Sheet S -G103. Q-9. Please confirm the EQ/PFS Valve Vaults 1, 2, 3, and the EQ/PFS Electrical Building require no subgrade modifications. They are not listed on the Modifications chart on sheet S -G103. R-9. Refer to Addendum 2, Item 2-25. Q-10. Drawing C-110 references Detail 05/C-171 for concrete pavement; however, the detail does not clearly identify the applicable concrete mix design specified in Section 03 30 00. Detail 05/C-171 appears to indicate a 4,000 PSI concrete mix, while Section 03 30 00 specifies a minimum 4,500 PSI @ 28 days compressive strength for applicable concrete mixes under CMD-1 and CMD-2. Please confirm the required concrete design strength for the work shown on Drawing C-1 10 / Detail 05/C-171. Specifically, is a 4,000 PSI @ 28 -day concrete mix acceptable, or is the 4,500 PSI @ 28 -day concrete mix required? R-10. Refer to Table 2 in Section 32 13 13. Q-11. Plan Sheets M-305, M-307, M-308 callout the 36" OF to be Ductile Iron, however the Piping Schedule on Plan Sheet Calls for 316 SS for Overflow Service to Return Pump Station Buried/Exposed Service. Should the Overflow Service at the Preliminary Treatment Unit be Stainless Steel or Ductile Iron. R-11. Refer to Addendum 1, Item 1-16 and 1-17. Q-12. The exposed POUPOS lines are defined as PVC in the pipe schedule (Dwg G-015) but called out as HDPE on some of the plans (for example, Dwg M-1211). Please advise if PVC is acceptable for all POL/POS lines. R-12. Refer to Addendum 1, Item 1-16 and 1-17. Q-13. Please confirm the anticipated installation date for the Oncor electrical equipment and when permanent power is expected to be available on site. R-13. An estimated power ready date of June 2028 has been communicated to Oncor for testing and commissioning. Q-14. Specification section 46 25 53, paragraph 2.02.A. I references the 'Influent Lift Station' as the possible location for this system. Is this the same equipment, numbered SWS02-B01-PMP3 and shown on 1-570, contained in the SWS Pump Station Wetwell? Confirm the total number of required units are per 2.02.A.4. R-14. Refer to Addendum 2, Item 2-18. This specification governs the FOG and Scum mixing equipment tagged SWS01_B01_PMP03, SWS01_B01_MX01, and SWS01_B01_MX02, and associated components. Q-15. Please confirm that the Odor Control System I for the EQ and PFS Basins is not required for Milestone 1. R-15. Odor Control System 1 is not required for Milestone 1. Q-16. Specification Section 35 20 16.25, please consider adding Golden Harvest as an accepted manufacturer for slide gates and stop logs. R-16. Substitution Procedures are defined in Section 01 25 00. A-2 3 of 4 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT A Q-17. Regarding Section 33 32 26 Ejector Pumps, please confirm how these pumps will be mounted in the basins. R-17. Pumps are mounted on a guiderail. Refer to Addendum 2, Item 2-5 and standard detail 4000-458. Q-18. Please clarify how solids handling and dewatering will be managed during commissioning, startup, performance testing, and any transition period before the permanent Solids Building equipment is fully operational and accepted. Will any temporary or supplemental dewatering needed during those phases be considered the contractor's means and methods, or will the City provide specific requirements for interim solids handling in the project documents? R-18. A fully tested and operational solids handling system is required prior to seeding. No temporary dewatering is anticipated. Q-19. In specification 5, all furniture, including the control rooms, will be supplied by the owner. Can you advise if you are in fact looking for a console vendor? I believe the operations building and the solids building have control rooms. R-19. The City will provide the console. Q-20. Sheet S-511, Keynotes 103 and 104 reference you to detail 0552-022. I'm having trouble locating this detail. Please advise where it can be found or provide it. R-20. Refer to Addendum 2, Items 2-41, 2-42, and 2-43. A-2 4 of 4 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 2 ATTACHMENT B This document is provided as a supplement to the Mary's Creek Water Reclamation Facility Request for Proposals. Summary of changes to the specification sections and drawings: Item 2-1: Addendum No. 1, Cover Page Remove sheet in entirety and replace with ATTACHMENT 2-1. Note only change is the sheet includes Tony Sholola's signature. This page must be signed by Offerors as indicated in Section 00 4100. Item 2-2: Addendum No. 1, Attachment B Remove sheet 19 of 19 in its entirety and replace with ATTACHMENT 2-2. Note only change to the sheet is adding the seal and signature of Josh Frisinger. Item 2-3: Addendum No. 1, Item 1-185: Plans, Sheet 1-800, UV SYSTEM AND POST AERATION (Seq. 1491 of 1525) Refer to ATTACHMENT 1-148. Refer to UVR01_C01_BFV01 on 42-EFF line. Change "BFV01" to "GV03" Item 2-4: Specification Section 00 73 00 Supplementary Conditions Refer to article SC -1.01. Add the following definition: "E. Change Directive — An instructed directive of Extra Work memorialized by written notice by the City's Project Manager." Add article SC -10.01A in its entirety as follows: "SC -10.01A, "Authorized Changes in the Work" On the third sentence of the paragraph, add the following after the words "which may or may not precede an order of "Extra Work"; "by written Change Directive." Add article 15.01.A in its entirety as follows: "SC -15.01.A, "City May Suspend Work" Modify the paragraph as follows: At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City may make extra payment for stand-by time of construction eauioment and/or construction crews in accordance with 11.01. Suspension of work shall be no more than 60 aggregate days or 30 consecutive days." A-2 1 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-4 Continued: Add article 15.02.A.3 in its entirety as follows: "SC -15.02.A.3, "City May Terminate for Cause" Remove the following sentence, Contractor's repeated disregard of the authority of City; or" Add article 15.02.A.8 in its entirety as follows: "SC -15.02.A.8, "City May Terminate for Cause" Modify the sentence as follows: If procedures outlined in 16.01 are not followed and Contractor commences legal action in a court of competent jurisdiction against the City." Item 2-5: Specification Section 33 32 26 Ejector Pumps Add Part 2.03 in its entirety as follows: "2.03 Guide Rail System A. A guide rail system shall be used to support each pump during operation and to guide the unit during installation and lubrication/preventative maintenance inspection. The system shall consist of a stop console, guide pipe, fixing brackets, and guide holder assembly. All components shall be fabricated of 316 stainless steel (mast bearings may be constructed of Hostaform (POM)). They shall be used in connection with a minimum 2.5 -inch square (80 x 80 mm) guide pipe. Power/control cable holders shall be provided every 5 feet. B. The guiderail system shall be supplied with factory welded mounting brackets at the top, bottom, and intermediate levels as needed to provide support at a maximum of 10 foot intervals. C. The guide pipe shall be designed to absorb the pump thrust. D. A pump mounting tube shall be provided by the MANUFACTURER. The tube shall be a minimum 12 -inch in length with one end designed to support the pump and the other end terminating in a standard ANSI flange. E. A fabricated support frame shall support the entire weight of the pump at its horizontal center of gravity. F. The pump shall be furnished with a suspension bracket suitable for fixed or removable lifting wire installation. G. Provide Type 316 stainless steel cable grips for supporting cable at the top brackets without damage to the cable insulation or lowering the cables electrical resistance. A-2 2 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-5 Continued: H. The upper fixing bracket shall secure the system to the basin wall. The system shall provide lateral support for the guide pipe. The upper guide holder assembly shall be fabricated of 316 stainless steel. The upper guide holder shall surround the guide pipe to effectively support the guide pipe in all directions in the horizontal plane. Support brackets that are only attached to the guide pipe on one side of the pipe shall not be accepted. The guide rail assembly shall contain a 316 stainless steel hook for the cable mesh and a self -tightening polypropylene cable mesh to secure the pump lower cable." Item 2-6: Specification Section 40 05 19 Ductile Iron Pipe Refer to paragraph 2.01.A.2.a: Change "Exposed: ASTM A307, carbon steel, Grade A hex head bolts" to "Exposed: ASTM A307, carbon steel, Grade B hex head bolts" Item 2-7: Specification Section 40 05 31.13 Polyvinyl Chloride and Chlorinated Polyvinyl Chloride Process Pipe Refer to paragraph 2.01.A. Add the following: "7. PVC Bell Restraint System: a. For pipes where integral joint restraints are not possible, utilize a bell restraint harness system. 1) PVC Pipe to Pipe for Bell and Spigot System: 2) Restraint for PVC pipe at the bell shall consist of the following: The restraint shall be manufactured of ductile iron conforming to ASTM A536. A backup ring shall be used behind the PVC bell. A restraint ring, incorporating actuating gripping surfaces, shall be used to grip the pipe, bolts shall be used to connect the bell ring and the gripping ring. The restraint devices shall be coated according to the manufacturer's recommendation. 3) Available Manufacturer: EBAA Series 2800 Bell Restraint Harness." Item 2-8: Specification Section 40 27 02 Process Valves and Operators Refer to paragraph 2.04.A.19. Type V135 Resilient Seated Ductile Iron Gate Valve 3 Inches to 36 Inches. Revise "36 Inches" to "42 Inches." Item 2-9: Specification Section 40 6193 Process Control System Input/Output List Refer to Attachment A located after end of Section. Remove Attachment A in its entirety and replace with ATTACHMENT 2-3. Item 2-10: Specification Section 40 73 00 Pressure Instruments Refer to Attachment A located after end of Section. Remove Attachment A in its entirety and replace with ATTACHMENT 2-4 A-2 3 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 2-11: Specification Section 40 74 00 Temperature Instruments Refer to Attachment A located after end of Section. Remove Attachment A in its entirety and replace with ATTACHMENT 2-5 Item 2-12: Specification Section 40 75 00 Liquid Analytical Instruments Refer to Attachment A located after end of Section. Remove Attachment A in its entirety and replace with ATTACHMENT 2-6. Item 2-13: Specification Section 40 76 00 Gas Analytical Instruments Refer to Attachment A located after end of Section. Remove Attachment A in its entirety and replace with ATTACHMENT 2-7. ADDENDUM NO. 2 ATTACHMENT B Item 2-14: Specification Section 40 46 16 Protective Liquid Linings and Coatings for Substrates Exposed to a Corrosive Wastewater Environment Refer to paragraph 2.03.B.1. Add c as follows: "c. Warren Environmental 1. Primer (As Needed): Warren 301 -SC at 6 mils 2. Top Coat: Warren Environmental 301-14 (See Table 1 for thickness)" Item 2-15: Specification Section 41 22 13.13B Overhead Cranes Refer to CRANE DIMENSION SHEET: PTU: Change dimension E to 2'-10" Refer to CRANE DIMENSION SHEET: MBR/RAS: Change Dimension F to 2'-11" Refer to CRANE DIMENSION SHEET: UV: Change dimension E to 2'-10" Change dimension F to 2'-S" Refer to CRANE DIMENSION SHEET: BNR: Change dimension E to 1'-5" A-2 4 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-16: Specification Section 43 22 56.01 Submersible Mixers and Internal Recycle Pumps Add Part 2.05 in its entirety as follows: "2.05 Guide Rail System A. A guide rail system shall be used to support each pump or mixer during operation and to guide the unit during installation and lubrication/preventative maintenance inspection. The system shall consist of a stop console, guide pipe, fixing brackets, and guide holder assembly. All components shall be fabricated of 316 stainless steel (mast bearings may be constructed of Hostaform (POM)). They shall be used in connection with a minimum 2.5 -inch square (80 x 80 mm) guide pipe. Power/control cable holders shall be provided every 5 feet. B. The guiderail system shall be supplied with factory welded mounting brackets at the top, bottom, and intermediate levels as needed to provide support at a maximum of 10 foot intervals. C. The guide pipe shall be designed to absorb the pump or mixer thrust. D. A pump or mixer mounting tube shall be provided by the MANUFACTURER. The tube shall be a minimum 12 -inch in length with one end designed to support the pump and the other end terminating in a standard ANSI flange. E. A fabricated support frame shall support the entire weight of the pump or mixer at its horizontal center of gravity. F. The pump or mixer shall be furnished with a suspension bracket suitable for fixed or removable lifting wire installation. G. Provide Type 316 stainless steel cable grips for supporting cable at the top brackets without damage to the cable insulation or lowering the cables electrical resistance. H. The upper fixing bracket shall secure the system to the basin wall. The system shall provide lateral support for the guide pipe. The upper guide holder assembly shall be fabricated of 316 stainless steel. The upper guide holder shall surround the guide pipe to effectively support the guide pipe in all directions in the horizontal plane. Support brackets that are only attached to the guide pipe on one side of the pipe shall not be accepted. The guide rail assembly shall contain a 316 stainless steel hook for the cable mesh and a self -tightening polypropylene cable mesh to secure the pump lower cable." Item 2-17: Specification Section 44 42 56.04 Submersible Pumps Add Part 2.07 in its entirety as follows: "2.07 Guide Rail System A. A guide rail system shall be used to support each pump during operation and to guide the unit during installation and lubrication/preventative maintenance inspection. The system shall consist of a stop console, guide pipe, fixing brackets, and guide holder assembly. All components shall be fabricated of 316 stainless steel (mast bearings may be constructed of Hostaform (POM)). They shall be used in connection with a minimum 2.5 -inch square (80 x 80 mm) guide pipe. Power/control cable holders shall be provided every 5 feet. A-2 5 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-17 Continued: B. The guiderail system shall be supplied with factory welded mounting brackets at the top, bottom, and intermediate levels as needed to provide support at a maximum of 10 foot intervals. C. The guide pipe shall be designed to absorb the pump thrust. D. A pump mounting tube shall be provided by the MANUFACTURER. The tube shall be a minimum 12 -inch in length with one end designed to support the pump and the other end terminating in a standard ANSI flange. E. A fabricated support frame shall support the entire weight of the pump at its horizontal center of gravity. F. The pump shall be furnished with a suspension bracket suitable for fixed or removable lifting wire installation. G. Provide Type 316 stainless steel cable grips for supporting cable at the top brackets without damage to the cable insulation or lowering the cables electrical resistance. H. The upper fixing bracket shall secure the system to the basin wall. The system shall provide lateral support for the guide pipe. The upper guide holder assembly shall be fabricated of 316 stainless steel. The upper guide holder shall surround the guide pipe to effectively support the guide pipe in all directions in the horizontal plane. Support brackets that are only attached to the guide pipe on one side of the pipe shall not be accepted. The guide rail assembly shall contain a 316 stainless steel hook for the cable mesh and a self -tightening polypropylene cable mesh to secure the pump lower cable." Item 2-18: Specification Section 46 25 34 FOG and Scum Mixing Equipment Refer to Section Title. Change "46 25 53" to "46 25 34." Refer to paragraph 2.02.A.1. Remove the first sentence in its entirety and replace with "The SWS pump station is a 13.5 ft by 8.0 ft by 17.25 ft wet well containing scum and waste sludge." Refer to Paragraph 2.02.A.2. Change "Surface" to "Side." Refer to paragraph 2.02.A.4.a. Add the following: "2) Tag Nos.: SWS01_B01_MX01 and SWS01_B01_MX02" Refer to paragraph 2.04.A.4.b. Add the following: "3) Tag Nos.: SWS01_B01_PMP03" A-2 6 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-19: Plans, Sheet G-014, ABBREVIATIONS (Seq. 14 of 1525) Refer to General Abbreviation Index. Change abbreviation "PVN - Pinch Valve" to "PVN - Flow Control Plug Valve." Item 2-20: Plans, Sheet G-017, SOLIDS SYSTEM PROCESS FLOW DIAGRAM (Seq. 17 of 1525) Refer to Rotary Drum Thickener 2. Add Drain line connection from RDT 2 to drain header to return flow pump station. Item 2-21: Plans, Sheet G-028, TREE REMOVAL PLAN (Seq. 28 of 1525) Refer to note 2, second sentence. Revise "CONTRACTOR CAN REMOVE TREES SMALLER THAN 6 INCHES DBH" To "CONTRACTOR SHALL REMOVE TREES SMALLER THAN 6 INCHES DBH." Replace note 3 in its entirety with the following: "3. REFER TO G-029 AND G-030 FOR A LIST OF TREES TO BE PROTECTED." Item 2-22: Plans, Sheet G-036, VALVE INDEX VI (Seq. 36 of 1525) Refer to 42" Butterfly Valve UVR01_C01_BFV01. Change tag to "UVR01_C01_GV03" Change valve type from "Butterfly Valve" to "Gate Valve" Change valve type number from "V504" to "V135" Item 2-23: Plans, Sheet C-060, ABOVE GROUND PIPING OVERALL PLAN (Seq. 74 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-8. Highlights of the changes include: 1. Rerouting of air piping from blower 3 to sludge tank. 2. Elevations and coordinates added for air piping fittings from Solids Building to Sludge Holding Tanks. 3. Elevated pipe supports added for air piping from Solids Building to Sludge Holding Tanks. Item 2-24: Plans, Sheet C-061, ABOVE GROUND PIPING - BIOREACTOR, MEMBRANE TANKS, AND OPERATIONS BUILDING (Seq. 75 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-9. Highlights of the changes include: 1. Revised standard detail notes. 2. Adjusted bollard locations. 3. Adjusted air pipe support footer locations. A-2 7 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 2 ATTACHMENT B Item 2-25: Plans, Sheet S -G103 STRUCTURAL GENERAL NOTES III (Seq. 57 of 1525) Refer to Table under Foundations, Item 7. Add the following row: PF & EQ ELECTRICAL BUILDING 2 FEET Item 2-26: Plans, Sheets A-340, PTU BUILDING — EXTERIOR ENVELOPE TYPES (Seq. 340 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-10. Highlights of the changes include: 1. Revisions to notes on ST -01 and WT -09. Item 2-27: Plans, Sheet A-347, PTU BUILDING — WINDOW AND LOUVER DETAILS (Seq. 356 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-11. Highlights of the changes include: 1. Addition of curtain wall infill panel closure detail 6. Item 2-28: Plans, F-001, PTU BUILDING — GENERAL NOTES AND SYMBOLS (Seq. 363 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-12. Highlights of the changes include: 1. Revisions to the fire alarm system general notes Item 2-29: Plans, Sheet FA -500, PTU BUILDING — FIRE ALARM DETAIL (Seq. 367 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-13. Highlights of the changes include: 1. Revisions to the wiring in fire alarm detail 1 and 2. Wiring ran in rigid conduit. Item 2-30: Plans, Sheet FA -501, PTU BUILDING - FIRE ALARM DETAILS II/DIAGRAM AND SEQUENCE OF OPEATIONS (Seq. 368 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-14. Highlights of the changes include: 1. Revised note 11 to refer to 1-050. A-2 8 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 2-31: Plans, Sheet M-305, PTU - BASEMENT PLAN (Seq. 394 of 1525) Refer to the 30" Flow Control Valve callout. Add "CSC01_C00_PVN01" to the end of the callout. Refer to the CSC01_C00_PV04 callout. Change "PV04" to "PV03." Refer to the CSC01_C00 _PV05 callout. Change "PV05" to "PVN02." Refer to the CSC01_C00_PV06 callout. Change "PV06" to "PV04." Item 2-32: Plans, Sheet M-308, PTU — SECTION VIEW — II (Seq. 397 of 1525) Refer to the CSC01_C00_PV04 callout on Section B. Change "PV04" to "PV03." Refer to the CSC01_C00_PV06 callout on Section B. Change "PV06" to "PVN02." Refer to the CSC01_C00_PV05 callout on Section B. Change "PV05" to "PV04." Item 2-33: Plans, Sheet M-311, PTU — SECTION VIEW — V (Seq. 400 of 1525) Refer to the coarse screen channel elevation callout. Change "791.97" to "792.00." Item 2-34: Plans, Sheet M-312, PTU — SECTION VIEW — VI (Seq. 401 of 1525) Refer to the CSC01_C00_PV023 callout on Section J. Change "PV023" to "PV03." Refer to the CSC01_C00_FIT01 callout on Section J. Change "FIT01" to "FIT02." ADDENDUM NO. 2 ATTACHMENT B Item 2-35: Plans, Sheet F-001, BIOREACTOR BUILDING — GENERAL NOTES AND SYMBOLS (Seq. 462 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-15. Highlights of the changes include: 1. Revisions to the fire alarm system general notes. A-2 9 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-36: Plans, Sheet FA -500, BIOREACTOR BUILDING — FIRE ALARM DETAILS (Seq. 465 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-16. Highlights of the changes include: 1. Revisions to the wiring in fire alarm detail 1 and 2. Wiring ran in rigid conduit. Item 2-37: Plans, Sheet FA -501, BIOREACTOR BUILDING — FIRE ALARM DETAILS (Seq. 466 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-17. Highlights of the changes include: 1. Revised note 10 to refer to 1-050. Item 2-38: Plans, Sheet M-510, BIOREACTOR TRAIN NO 1 & 2 AEROBIC, POST ANOXIC ZONES, MIXED LIQUOR CHANNEL— UPPER PLAN (Seq. 491 of 1525) Add the following note: "3. THE 2" TAP FOR COARSE BUBBLE MIXING SYSTEM IS ONLY PROVIDED ON THE 16/ALP/SS TO BIOREACTOR 1 METAL SALT MIXING IN MIXED LIQUOR CHANNEL. NO 2" ALP PIPING ROUTED FROM BIOREACTORS 2, 3, AND 4." Item 2-39: Plans, Sheet M-519, BIOREACTOR — SECTION III (Seq. 500 of 1525) Add the following note: "3. Provide the solenoid valves to the fermenter and anaerobic zones per P&IDs." Item 2-40: Plans, Sheet M-523, BIOREACTOR - SECTION VII (Seq. 504 of 1525) Refer to Section J. Add 1 -inch ball valve on compressor drain piping before the solenoid valve. Item 2-41: Plans, Sheet S-511, BIOREACTOR ROOF PLAN — AREA A (Seq. 523 of 1525) Refer to Keynotes. Change Keynote 103 from "103 BEAM TO COLUMN, RE: DETAIL 0552-022, TYP" to "103 BEAM TO COLUMN, RE: DETAIL 0512-022, TYP" Change Keynote 104 from "104 BEAM TO BEAM, RE: DETAIL 0522-022, TYP" to "104 BEAM TO BEAM, RE: DETAIL 0512-022, TYP" A-2 10 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-42: Plans, Sheet S-512, BIOREACTOR ROOF PLAN — AREA B (Seq. 524 of 1525) Refer to Keynotes. Change Keynote 103 from "103 BEAM TO COLUMN, RE: DETAIL 0552-022, TYP" to "103 BEAM TO COLUMN, RE: DETAIL 0512-022, TYP" Change Keynote 104 from "104 BEAM TO BEAM, RE: DETAIL 0522-022, TYP" to "104 BEAM TO BEAM, RE: DETAIL 0512-022, TYP" Item 2-43: Plans, Sheet S-514, BIOREACTOR ROOF PLAN — AREA D (Seq. 526 of 1525) Refer to Keynotes. Change Keynote 103 from "103 BEAM TO COLUMN, RE: DETAIL 0552-022, TYP" to "103 BEAM TO COLUMN, RE: DETAIL 0512-022, TYP" Change Keynote 104 from "104 BEAM TO BEAM, RE: DETAIL 0522-022, TYP" to "104 BEAM TO BEAM, RE: DETAIL 0512-022, TYP" Item 2-44: Plans, Sheet F-001, CHEMICAL BUILDING — GENERAL NOTES AND SYMBOLS (Seq. 564 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-18. Highlights of the changes include: 1. Revisions to the fire alarm system general notes. Item 2-45: Plans, Sheet FA -500, CHEMICAL BUILDING — FIRE ALARM DETAILS (Seq. 566 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-19. Highlights of the changes include: 1. Revisions to the wiring in fire alarm detail 1. Wiring ran in rigid conduit. Item 2-46: Plans, Sheet FA -501, CHEMICAL BUILDING — FIRE ALARM DETAILS (Seq. 567 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-20. Highlights of the changes include: 1. Revised note 11 to refer to 1-050. Item 2-47: Plans, Sheet FX-101, CHEMICAL BUILDING — FIRE SUPPRESSION PLAN (Seq. 568 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-21. Highlights of the changes include: 1. Fire suppression system FDC relocated to avoid mechanical equipment. A-2 11 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 2 ATTACHMENT B Item 2-48: Plans, FX- 501, CHEMICAL BUILDING — FIRE SUPPRESSION SECTION & 3D VIEWS (Seq. 570 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-22. Highlights of the changes include: 1. Section views for fire suppression system FDC relocated to avoid mechanical equipment. Item 2-49: Plans, Sheet A-744, OPERATIONS BUILDING — INTERIOR ELEVATIONS (Seq. 708 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-23. Highlights of the changes include: 1. Revision to interior window — closure panel elevation. Detail locations adjusted. Item 2-50: Plans, Sheet A-746, OPERATIONS BUILDING — INTERIOR ELEVATIONS (Seq. 710 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-24. Highlights of the changes include: 1. Revision to interior window — closure panel elevation. Detail locations adjusted. Item 2-51: Plans, Sheet A-766, OPERATIONS BUILDING — PARTITION TYPES (Seq. 726 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-25. Highlights of the changes include: 1. Revision to type Si. Item 2-52: Plans, F-001, OPERATIONS BUILDING — GENERAL NOTES AND SYMBOLS (Seq. 731 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-26. Highlights of the changes include: 1. Revisions to the fire alarm system general notes. Item 2-53: Plans, Sheet FA -500, OPERATIONS BUILDING — FIRE ALARM DETAIL (Seq. 734 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-27. Highlights of the changes include: 1. Revisions to the wiring in fire alarm detail 1 and 4. Wiring ran in rigid conduit. A-2 12 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-54: Plans, Sheet FA -501, OPERATIONS BUILDING — FIRE ALARM DETAILS II (Seq. 735 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-28. Highlights of the changes include: 1. Revised note 11 to refer to 1-050. Item 2-55: Plans, FX-201, OPERATIONS BUILDING — OVERALL FIRE SUPPRESSION PLAN — LEVEL ONE (Seq. 736 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-29. Highlights of the changes include: 1. Fire suppression system FDC relocated from riser room exterior wall to northwest corner of building. Item 2-56: Plans, FX-202, OPERATIONS BUILDING — OVERALL FIRE SUPPRESSION PLAN LEVEL TWO (Seq. 737 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-30. Highlights of the changes include: 1. Fire suppression system FDC relocated from riser room exterior wall to northwest corner of building. FDC now ties into wet -system main. Item 2-57: Plans, FX-511, OPERATIONS BUILDING — FIRE SUPPRESSION SECTION VIEWS I (Seq. 739 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-31. Highlights of the changes include: 1. Section views for fire suppression system FDC relocated from riser room exterior wall to northwest corner of building. Item 2-58: Plans, FX-512, OPERATIONS BUILDING — FIRE SUPPRESSION SECTION VIEWS II (Seq. 740 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-32. Highlights of the changes include: 1. Section views for fire suppression system FDC relocated from riser room exterior wall to northwest corner of building. A-2 13 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 2 ATTACHMENT B Item 2-59: Plans, FX-513, OPERATIONS BUILDING — FIRE SUPPRESSION 3D VIEWS (Seq. 741 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-33. Highlights of the changes include: 1. Section views for fire suppression system FDC relocated from riser room exterior wall to northwest corner of building. Item 2-60: Plans, H-703, OPERATIONS BUILDING — OVERALL GROUND AND UPPER LEVEL HVAC PLAN (Seq. 745 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-34. Highlights of the changes include: 1. Addition of Louvers 700-L-7 and 700-L-8. Item 2-61: Plans, Sheet H-705, OPERATIONS BUILDING — PARTIAL UPPER LEVEL AREA B HVAC PLAN (Seq. 747 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-35. Highlights of the changes include: 1. Addition of Louvers 700-L-7 and 700-L-8. Item 2-62: Plans, Sheet H-732, OPERATIONS BUILDING — SECTIONS (Seq. 749 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-36. Highlights of the changes include: 1. Addition of Louvers 700-L-7 and 700-L-8. Item 2-63: Plans, Sheet H-762, OPERATIONS BUILDING — SCHEDULES (Seq. 754 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-37. Highlights of the changes include: 1. Addition of Louvers 700-L-7 and 700-L-8. Item 2-64: Plans, Sheet F-001, UV BUILDING — GENERAL NOTES AND SYMBOLS (Seq. 858 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-38. Highlights of the changes include: 1. Revisions to the fire alarm system general notes. A-2 14 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 2 ATTACHMENT B Item 2-65: Plans, Sheet FA -500, UV BUILDING — FIRE ALARM DETAIL (Seq. 860 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-39. Highlights of the changes include: 1. Revisions to the wiring in fire alarm detail 2. Wiring ran in rigid conduit. Item 2-66: Plans, Sheet FA -501, UV BUILDING — FIRE ALARM DETAILS (Seq. 861 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-40. Highlights of the changes include: 1. Revised note 11 to refer to 1-050. Item 2-67: Plans, Sheet M-800, UV TROJAN SIGNA UPPER PLAN VIEW (Seq. 874 of 1525) Refer to 42" BFV Callout on 42/EFF/PVC. Change "BFV" to "GV" Item 2-68: Plans, Sheet F-001, SOLIDS BUILDING — GENERAL NOTES (Seq. 954 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-41. Highlights of the changes include: 1. Revisions to the fire alarm system general notes. Item 2-69: Plans, Sheet FA -500, SOLIDS BUILDING — FIRE ALARM DETAIL (Seq. 957 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-42. Highlights of the changes include: 1. Revisions to the wiring in fire alarm detail 1 and 2. Wiring ran in rigid conduit. Item 2-70: Plans, Sheet FA -501, SOLIDS BUILDING — FIRE ALARM DIAGRAM AND SEQUENCE OF OPERATIONS (Seq. 958 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-43. Highlights of the changes include: 1. Revised note 11 to refer to 1-050. Item 2-71: Plans, Sheet M-1200, SOLIDS BUILDING — OVERALL PLAN ALL ELEVATIONS (Seq. 984 of 1525) REPLACE LINE "RDT FILTRATE TO PLANT DRAIN SYSTEM (SEE SHT C-055 FOR CONTINUATION)" WITH "RDT FILTRATE TO RETURN FLOW PUMP STATION (SEE SHT C-055 FOR CONTINUATION)" A-2 15 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-72: Plans, Sheet M-1210, SOLIDS BUILDING - RDT AREA ENLARGED PLAN AT ELEVATION 789.00 (Seq. 990 of 1525) REPLACE LINE "RDT FILTRATE TO PLANT DRAIN SYSTEM (SEE SHT C-055 FOR CONTINUATION)" WITH "RDT FILTRATE TO RETURN FLOW PUMP STATION (SEE SHT C-055 FOR CONTINUATION)" Item 2-73: Plans, Sheet M-1211, SOLIDS BUILDING — RDT AREA LOWER PLAN TWAS PUMP AND RDT FEED PUMP AT FLOOR AND BELOW IN TRENCH AT ELEVATION 781.00 789.00 (Seq. 991 of 1525) REPLACE LINE "RDT FILTRATE TO PLANT DRAIN SYSTEM (SEE SHT C-055 FOR CONTINUATION)" WITH "RDT FILTRATE TO RETURN FLOW PUMP STATION (SEE SHT C-055 FOR CONTINUATION)" Item 2-74: Plans, Sheet M-1213, SOLIDS BUILDING — RDT AREA SECTIONS II (Seq. 993 of 1525) REPLACE LINE "FILTRATE TO PLANT DRAIN SYSTEM" WITH "FILTRATE TO RETURN FLOW PUMP STATION" Item 2-75: Plans, Sheet M-1222, SOLIDS BUILDING — CENTRIFUGE AREA SECTIONS I (Seq. 996 of 1525) REPLACE LINE "16/CENT/DIP TO PLANT DRAIN SYSTEM (SEE SHT C-053 FOR CONTINUATION)" WITH "16/CENT/DIP TO RETURN FLOW PUMP STATION (SEE SHT C-053 FOR CONTINUATION)" Item 2-76: Plans, Sheet M-1229, SOLIDS BUILDING — CAKE SOLIDS HAULING TRUCK BAY AREA LOWER PLAN AT ELEVATION 789.50 (Seq. 1003 of 1525) REPLACE LINE "8/CENT/PVC TO PLANT DRAIN SYSTEM" WITH "8/CENT/PVC TO RETURN FLOW PUMP STATION" Item 2-77: Plans, Sheet 1-002, IDENTIFICATIONS, ABBREVIATIONS, AND AREA DESIGNATIONS (Seq. 1435 of 1525) Refer to equipment abbreviations. Change abbreviation "PVN - Pinch Valve" to "PVN - Flow Control Plug Valve." Item 2-78: Plans, Sheet 1-509, BIOREACTORS AIR BLAST SYSTEM (Seq. 1474 of 1525) Add 1 -inch ball valve (normally open) between receiving tank and solenoid valve BRB02_HPA01_SV05. Item 2-79: Plans, Sheet 1-590, FERRIC SULFATE CHEMICAL STORAGE P&ID (Seq. 1477 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-44. Highlights of the changes include: 1. Added 4 -OF line to each bulk storage tank. 2. Added flushing connection on 1 -MS downstream of each pump. 3. Added reducer labels. A-2 16 of 19 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 2 ATTACHMENT B Item 2-80: Plans, Sheet 1-595, SUPPLEMENTAL CARBON CHEMICAL STORAGE AND FEED P&ID (Seq. 1478 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-45. Highlights of the changes include: 1. Added 4 -OF line to each bulk storage tank. 2. Added reducer and pipe labels. Item 2-81: Plans, Sheet 1-1210, SLUDGE STORAGE TANK BLOWERS P&ID (Seq. 1494 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-46. Highlights of the changes include: 1. Added controls in top left. 2. Added reducer labels. Item 2-82: Plans, Sheet 1-1220, RDT FEED PUMP P&ID (Seq. 1495 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-47. Highlights of the changes include: 1. Updates to the seal water system for each pump including a seal water panel. 2. Flushing connection added to each pump discharge line. 3. Added reducer labels. 4. Revised pipe labels. Item 2-83: Plans, Sheet 1-1230, ROTARY DRUM THICKENERS (RDT) DETAIL P&ID (Seq. 1496 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-48. Highlights of the changes include: 1. Updates to the seal water system for each RDT including a seal water panel. 2. Updates to tagging on instruments. 3. Added pipe labels. 4. Revised RDT drain to return flow PS. Item 2-84: Plans, Sheet 1-1250, DEWATERING CENTRIFUGE FEED PUMPS P&ID (Seq. 1497 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-49. Highlights of the changes include: 1. Updates to the seal water system for each pump including a seal water panel. 2. Revised pipe labels. 3. Added keynote 2. A-2 17 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-85: Plans, Sheet 1-1260, DEWATERING CENTRIFUGE DETAIL P&ID (Seq. 1498 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-50. Highlights of the changes include: 1. Added TS probe on inlet. 2. Added pipe labels. 3. Revised polymer connection. Item 2-86: Plans, Sheet 1-1270, NEAT POLYMER STORAGE AND TRANSFER P&ID (Seq. 1499 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-51. Highlights of the changes include: 1. Revised booster pumps and controls. 2. Added pipe labels. 3. Removed polymer drain to truck bay. Item 2-87: Plans, Sheet 1-1271, POLYMER BLENDING UNITS FOR CENTRIFUGE P&ID (Seq. 1500 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-52. Highlights of the changes include: 1. Revised controls of motorized ball valve on service water line. 2. Revised pipe labels on potable line. 3. Revised pipe labels. Item 2-88: Plans, Sheet 1-1272, POLYMER BLENDING UNITS FOR RDT P&ID (Seq. 1501 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-53. Highlights of the changes include: 1. Revised booster pumps and controls. 2. Revised controls of motorized ball valve on service water line. 3. Revised pipe labels on potable line. 4. Revised pipe labels. A-2 18 of 19 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 2 Request for Proposals ATTACHMENT B Item 2-89: Plans, Sheet 1-1280, DEWATERED CAKE CONVEYOR SYSTEM P&ID (Seq. 1502 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 2-54. Highlights of the changes include: 1. Added container move and full sensor. 2. Revised knife gate 2 on each conveyor and controls to screw conveyor control panel. 3. Added CO monitoring. 4. Revised dumpster veyor control panel. 5. Revised pipe labels. THIS ADDENDUM IS MADE PART OF THE SPECIFICATIONS AND CONTRACT DOCUMENTS AND SHALL BE ACKNOWLEDGED ON THE PROPOSAL AND THE BID ENVELOPE. ALAN PLUMMER ASSOCIATES, INC. TPBE Firm No. 13 Josh P. Frisinger, P.E. May 22, 2026 OFTEq *......................:* JOSHUA P. FRISINGER .........................:.. 97545 A-2 19 of 19 ATTACHMENT 2-1 FORT WORTH® ADDENDUM TO REQUEST FOR PROPOSALS. 26-0195 MARY'S CREEK WATER RECLAMATION FACILITY WATER DEPARTMENT ADDENDUM NO. I REQUEST FOR PROPOSALS (RFP): 26-0195 RFP OPENING DATE: June 25, 2026 DATE ISSUED: May 15, 2026 ITP No. 26-0195, issued April 29, 2026, is hereby amended as follows: 1. Responses to questions received are attached to this addendum as Attachment A. 2. Summary of changes are provided as supplement to this addendum as Attachment B. All other terms d conditions remain unchanged. Fn S L1J � TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT By the signature affixed below, Addendum No. 1 is hereby incorporated into and made part of the above referenced Request for Proposals. COMPANY NAME: SIGNATURE: NOTE: Company name and signature must be the same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. ITB 26-0195 Mary's Creek Water Reclamation Facility Request for Proposals Addendum No. 1, Page 1 of 1 ATTACHMENT 2-2 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 1 ATTACHMENT B Item 1-186: Plans, Sheet 1-1100, SLUDGE HOLDING TANK P&ID (Seq. 1493 of 1525) Refer to SHT-1. Refer to TWS pipe from RDT. Add the following callout: "8-TWS„ Refer to SWS pipe from SWS Pump Station. Add the following callout: "6-SWS" Refer to WS pipe from RS and WS Pump Station. Add the following callout: Item 1-187: Plans, Sheet 1-1904, INSTALLATION DETAILS 5 (Seq. 1516 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-149. Item 1-188: Plans, Sheet 1-1953, SECURITY DETAILS 4 (Seq. 1523 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 1-150. THIS ADDENDUM IS MADE PART OF THE SPECIFICATIONS AND CONTRACT DOCUMENTS AND SHALL BE ACKNOWLEDGED ON THE PROPOSAL AND THE BID ENVELOPE. ALAN PLUMMER ASSOCIATES, INC. TBPE Firm No. 13 _ tE OF JOSHUA P. FRISINGER 97545 D�^ �� �+ � • REO ! e S q Josh P. Frisinger, P.E. 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U 0 U W0 J Co W OJ O2 any^ /\/p LU \¢ toi.' `¢ lw' `¢ 0 TO TO 1010 z I I FORT WORTH® - _J?II ADDENDUM TO REQUEST FOR PROPOSALS. 26-0195 MARY'S CREEK WATER RECLAMATION FACILITY WATER DEPARTMENT ADDENDUM NO. 3 REQUEST FOR PROPOSALS (RFP): 26-0195 RFP OPENING DATE: June 25, 2026 DATE ISSUED: May 29, 2026 ITP No. 26-0195, issued April 29, 2026, is hereby amended as follows: 1. Responses to questions received are attached to this addendum as Attachment A. 2. Summary of changes are provided as supplement to this addendum as Attachment B. All other terms and [orditions remain unchanged. % TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ............................................... ■ ............................. ■ 1 By the signature affixed below, Addendum No. 3 is hereby incorporated into and made part of the above referenced Request for Proposals. 1 COMPANY NAME: SIGNATURE: NOTE: Company name and signature must be thlame as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. ITB 26-0195 Mary's Creek Water Reclamation Facility Request for Proposals Addendum No. 3, Page 1 of 1 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 3 Request for Proposals ATTACHMENT A This document is provided as a supplement to the Mary's Creek Water Reclamation Facility Request for Proposals. Below are responses to questions for clarifications that may require additional information and/or are not addressed directly within the Request for Proposals: Q-1. The landscape plans show seeding over the Eastern and Northern Earthen Channels, but sheets C-163 through C-167 call for sod at these channels. Which is correct? R-1. Refer to Addendum 3, Item 3-28, 3-29, 3-30, and 3-31. Q-2. Are the aluminum checkered plate covers at the PTU to be Type A, B, C per Detail 0554-001 ? R-2. Refer to Addendum 3, Item 3-61, 3-62, and 3-63. Q-3. MH-14 indicated as location 128 on Sheet C-091, but also indicated as location 563 on Sheet C- 093. Which is correct? R-3. Refer to Addendum 1, Item 1-19 for the revised manhole numbering. Q-4. MH-31 indicated as location 528 on Sheet C-093, but also indicated as location 834 on Sheet C- 095. Which is correct? R-4. Refer to Addendum 1, Item 1-19 for the revised manhole numbering. Q-5. MH-34 indicated as location 814 on Sheet C-095, but also indicated as location 864 on Sheet C- 095. Which is correct? R-5. Refer to Addendum 1, Item 1-19 for the revised manhole numbering. Q-6. Please point out where detail 0682-041 can be found or provide if not currently in the documents. R-6. Refer to Addendum 3, Items 3-64 and 3-65. Q-7. Would Liberty Pumps be allowed as an approved equal manufacturer for the sump pumps? R-7. Substitution Procedures are defined in Section 01 25 00. Q-8. Would Liberty Pumps be allowed as an approved equal manufacturer for the ejector pumps? R-8. Substitution Procedures are defined in Section 01 25 00. Q-9. Would Tsurumi Pumps be allowed as an approved equal manufacturer for the submersible pumps (Section 44 42 56.04)? R-9. Substitution Procedures are defined in Section 01 25 00. Q-10. Dwg. M-711 shows 12" expansion joints at the suction and discharge of the filtrate pumps. Whereas, dwg 1-710 shows the pipe reduction to 16" and no expansion joints. Which is correct? R-10. Refer to Addendum 3, Item 3-158. Q-1 1. We find no "TUR" on the pipe schedule. What type of pipe should the turbidity lines between the "FE" lines and turbidity panel be? M-711 and 1-710. R-1 1. Refer to Addendum 3, Item 3-1. Q-12. Dwg M-703 shows ARV's on every FE pump discharge. Dwg M-711 shows ARV's on both the suction and discharge lines. Dwg 1-710 only shows 1 -ea on the 42" FE line which is not shown on the plans. Which is correct? R-12. Refer to Addendum 3, Item 3-74. A-3 1 of 3 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 3 Request for Proposals ATTACHMENT A Q-13. Dwg's M-703 & 711 show 1 -ea ARV on the BP discharge header, none are shown on dwg 1-715 and it is not listed on the valve schedule. R-13. Refer to Addendum 3, Item 3-74. Q-14. M-590 calls for containment coatings per spec 09 93 368. That is not a specification that was provided. Are these coatings per spec 09 96 35? R-14. Refer to Addendum 3, Item 3-68. Q-15. Will any of the concrete structures require Warren Environmental Epoxy coating or any other protective coatings? R-15. Refer to Section 40 46 16 Protective Liquid Linings and Coatings for Substrates Exposed to a Corrosive Wastewater Environment. Q-16. Do the Ferric Sulfate/Metal Salt and Carbon Storage structures also require the 4 ft thick of subgrade modifications like the Chemical Feed Building does, per the table on S -G103? R-16. Refer to Addendum 3, Item 3-32. Q-17. Pipe sch. Drwg. G-037, valve no. RSW01 - T00 - GV01 show a 42" Flg Butterfly Valve. This valve is not shown on Drwg. M-850, Reuse Pump Station. Is this valve required? R-17. Refer to Addendum 3, Item 3-26. Q-18. Drwg. M-850, 6" FIg Check Valves RSW01-T01-CV04 and RSW01-T01-CV03 are shown as 6"but the valve schedule shows the check valves as 8". What size is required? R-18. Refer to Addendum 3, Item 3-78. Q-19. Drwg. M-850, 8/SW/DI Pressure Valve pipe. Can we get a section view? R-19. Section A is representative of the pipe routing and valve location. Q-20. Drwg. M-850 - FIg Check Valves RSW01-T01-CV01, RSW01-T01-CV02, RSW01-T01-CV03 and RSW01-T01-CV04. Are the check valves to be oil cushioned check valve as noted on the plan view or outside lever and weight as noted in spec. section 40 27 02 - 20, valve type V608? R-20. Refer to Addendum 3, Item 3-78. Valves shall be per specification. Q-21. Drwg. M-850 The Butterfly Valves RSW-01-T01-BFV01, RSW-01-T01-BFV02, RSW-01-TO 1- BFV03 and RSW-01-T01-BFV04 sizes do not match the valve schedule sizes. R-21. Refer to Addendum 3, Item 3-78. Q-22. Would the city consider a Welded Steel tank in lieu of the prestressed concrete tank? R-22. Steel tanks are not considered at this time. Q-23. As there is no DIP shown in the pipe schedule for "D", should these DIP drains be P-401 coated? R-23. Refer to Addendum 1, Item 1-17 and 1-18. Q-24. The concrete specs reference several potential admixtures for the concrete but does not reference which admixture needs to be in what design. Please advise. R-24. Refer to Section 03 30 00 Cast in Place Concrete, including the concrete mix designs (CMD's) located at the end of the section, 03 30 00 Supplement CMD-1 through CMD- 6. A-3 2 of 3 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 3 Request for Proposals ATTACHMENT A Q-25. Do any of the overhead doors on the project require embedded sill angles? For example, the overhead doors at the Operations building call out Sill Detail 1/A-754, but shows no sill angle which is usually typical at all overhead doors. Please advise. R-25. Embedded sill angles vary per structure. Reference sill detail column in Door Schedule for each building in the Architectural series. Q-26. Section 00 21 13 directs Offerors to plan their CPM schedule around 'milestone 1, milestone 2, and substantial and final completion milestones presented in the documents,' but Section 01 12 16 (Sequence of Construction) defines only Milestone 1. Please define Milestone 2 (and any other intermediate milestones) before bid opening. Specific items requiring resolution: Will milestones be added for PTU operational, Bioreactor Train I operational, Membrane Train I online, UV online, full bioreactor trains online, and Solids Building online? What liquidated damages amount will apply at each milestone? How do the milestones coordinate with Section 01 9114 (Startup) and with pre -purchased equipment delivery dates? Will substantial completion and final completion durations be confirmed or adjusted? R-26. Refer to Addendum 3, Item 3-17. Refer to Section 00 52 43, Article 4.4 for liquidated damages terms and Section 00 52 43 for durations of substantial and final completion. A-3 3 of 3 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B This document is provided as a supplement to the Mary's Creek Water Reclamation Facility Request for Proposals. Summary of changes to the specification sections and drawings: Item 3-1: Addendum No. 1, Item 1-18: Plans, Sheet G -015A, PIPING MATERIAL AND PIPING NOTES (Seq. 15A of 1525) Refer to Attachment 1-4 Add the following row: 107 TUR Turbidity Process Turbidimeter 0.25 to 1 HDPE Exposed - SDR11 - - - Butt Sample Line Fused Item 3-2: Addendum No. 1, Item 1-148: Plans, Sheet E-1202, SWBD-1200-1A AND SWBD-1200- 1B ONE -LINE DIAGRAM — II (Seq. 1328 of 1525) Refer to ATTACHMENT 1-112. Remove this sheet in its entirety and replace with ATTACHMENT 3-1. Item 3-3: Addendum No. 1, Item 1-149: Plans, Sheet E-1204, MCC -1200-1A AND MCC -1200-1B ONE -LINE DIAGRAM (Seq. 1330 of 1525) Refer to ATTACHMENT 1-113. Remove this sheet in its entirety and replace with ATTACHMENT 3-2. Item 3-4: Addendum No. 1, Item 1-150: Plans, Sheet E-1205, MCC -1200-1A ONE -LINE DIAGRAM (Seq. 1331 of 1525) Refer to ATTACHMENT 1-114. Remove this sheet in its entirety and replace with ATTACHMENT 3-3. Item 3-5: Addendum No. 1, Item 1-151: Plans, Sheet E-1206, MCC -1200-1B ONE -LINE DIAGRAM (Seq. 1332 of 1525) Refer to ATTACHMENT 1-115. Remove this sheet in its entirety and replace with ATTACHMENT 3-4. Item 3-6: Addendum No. 1, Item 1-153: Plans, Sheet E-1208, SOLIDS POWER PANEL PP -1201 ONE -LINE DIAGRAM (Seq. 1334 of 1525) Refer to ATTACHMENT 1-117. Remove this sheet in its entirety and replace with ATTACHMENT 3-5. Item 3-7: Addendum No. 1, Item 1-156: Plans, Sheet E-1211, SOLIDS AREA SITE PLAN (Seq. 1337 of 1525) Refer to ATTACHMENT 1-120: Remove this sheet in its entirety and replace with ATTACHMENT 3-6. A-3 1 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B Item 3-8: Addendum No. 1, Item 1-158: Plans, Sheet E-1213, SOLIDS DUCTBANI< SECTIONS — I (Seq. 1339 of 1525) Refer to ATTACHMENT 1-122. Remove this sheet in its entirety and replace with ATTACHMENT 3-7. Item 3-9: Addendum No. 1, Item 1-166: Plans, Sheet E-1239, SOLIDS GROUND LEVEL HVAC POWER AND CONTROL PLAN (Seq. 1365 of 1525) Refer to ATTACHMENT 1-130. Remove this sheet in its entirety and replace with ATTACHMENT 3-8. Item 3-10: Addendum No. 1, Item 1-167: Plans, Sheet E-1250, SOLIDS DUMPSTER SYSTEM RISER DIAGRAM (Seq. 1376 of 1525) Refer to ATTACHMENT 1-131. Remove this sheet in its entirety and replace with ATTACHMENT 3-9 Item 3-11: Addendum No. 1, Item 1-168: Plans, Sheet E-1251, SOLIDS ELECTRICAL DETAILS - (Seq. 1377 of 1525) Refer to ATTACHMENT 1-132. Remove this sheet in its entirety and replace with ATTACHMENT 3-10. Item 3-12: Addendum No. 1, Item 1-170: Plans, Sheet E-1253, SOLIDS INTERFACE DIAGRAM - (Seq. 1379 of 1525) Refer to ATTACHMENT 1-134. Remove this sheet in its entirety and replace with ATTACHMENT 3-11. Item 3-13: Addendum No. 1, Item 1-171: Plans, Sheet E-1254, SOLIDS INTERFACE DIAGRAM - II (Seq. 1380 of 1525) Refer to ATTACHMENT 1-135. Remove this sheet in its entirety and replace with ATTACHMENT 3-12. Item 3-14: Addendum No. 1, Item 1-172: Plans, Sheet E-1257, ELECTRICAL SCHEMATIC - I (Seq. 1383 of 1525) Refer to ATTACHMENT 1-136. Remove this sheet in its entirety and replace with ATTACHMENT 3-13. A-3 2 of 21 m O Z z W +.. U Lo W 0 Lo E U 0) L 0) LI) U LT m N ci O U Z a U I - z W 2 U fo 0 0 0 a L 0 N 7 cr tll ui ri m E U c Lv E U U to a 0 0) C 0) C 0 Lv cij a) 0 E a) d ci O o2S a 0 L]) to Q) 0 a) a-+ 0 4- 0) 0 00 c 0 O 4- N t a w O w O J H I- J H H 0< zU W LJJ �' U W w w 0 a a U a w a U U U U U a a a a a J J J 00 00 00 O N L.ri r -I In 0 c -I O O 0 d2 d2 d2 > > O O N N cI 1 W In Ow w Ln H W Ln p 2 = p Ln a O Lr) a 2 w Q U= H O H o Q J U U= H u= H D W Ln n O H O U (D E ON D= O H= H p H H Ln w' -'Z w W o Q O0 o z = O Z w N z° a a o G= a z Ln Q D Z z+ + Q> W Ln z j N w Q< U Lu Lni c p j< c a 0 EN N Q O w m w} j co a H C7 J m U�uJ m Z> H Z J Q o U N Q w < 0< QJ co Ln O z to J W d Z Qc J W d H Jo Q Ln J W d z O Ln J W d z O p J Q N cc G A C W p> Z LL Ln W N c Ol Ln W N c Ol a Ln U Ln - V) O Ln H Z a LL 0 Q H V) O Ln H LLn O Ln H Ln Ln Ln Ln In a° -I a°� o°� < 1 o° -I 00 00 0 0 0 In In N In In NN n o' or' o0 or' o0 w w w w w Q Z N m V) N m N m N m >1 >0 >1O >0 >0 D z D a D z a D z D z _ In I I p 1w I 1w W Z o W W o W W W W o In J = J H J Q J Q Q H W Q z Q Q Z a In a <0< <U <Z Q I W I W i I W I 0O QI 0O QI 0O QI 0O QI QI > O rr) > O N > O N >O > O m Duo D U O D U O Duo Duo O O 0 O O O O O O O ' 00 ' 00 - 00 ' 00 - 00 '-I N Q 0 m CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 3 Request for Proposals ATTACHMENT B Item 3-16: Specification Section 00 11 13 Invitation to Offerors Refer to Preproposal Conference section on page 3. Revise the last sentence under the section from "The presentation and any questions and answers provided at the conference will be issued as an Addendum to the call for Competitive Sealed Proposals" to "The presentation and any questions and answers provided at the conference will be posted as a Public Notice to the Bonfire bidding website." Item 3-17: Specification Section 00 21 13 Instructions to Offerors Refer to paragraph 17.1.5.1. Remove "milestone 2" from the first sentence. Item 3-18: Specification Section 00 42 43 Offeror's Proposal Form Remove this section in its entirety and replace with ATTACHMENT 3-14. Item 3-19: Specification Section 00 73 00 Supplementary Conditions Refer to article SC -6.09A. Refer to item 2: Delete "if required" from the end of the sentence. Refer to article SC -6.09C. Refer Groundwater Dewatering Permit in table: Delete "if required" from the end of the description. Item 3-20: Specification Section 01 21 10 Unit Bid Items After Paragraph 3.04 L. add the following: "M. Bid Item No. 18 (Unit Bid Item) — Cold Mix Asphalt Road Patching Repair: This is a unit price bid item and includes all work associated with providing patch repairs to existing asphalt roads as directed by the Owner. Contractor shall provide temporary asphalt repair at locations directed by the Owner on Chapin Road, Old Weatherford Road, and Old Weatherford Chapin Road. A temporary repair would consist of: 1. Excavating the damaged area 2. Saw cutting the edges of excavation to square them off 3. Cleaning out the excavated area 4. Spraying the excavated area with tack. Tack shall be bituminous liquid asphalt or emulsion. 5. Packing in cold mix asphalt. Cold mix patching product must meet TXDOT DMS 9202. For areas of damage larger than 3'x3', excavate down to a minimum of 4" before continuing repair. Contractor shall be responsible for traffic management during road repairs. Contractor to notify Shane Rhodes (682-249-8322) with Tarrant County prior to performing pavement repairs. Shane Rhodes shall be present during repair and provide county sign off. A-3 4of21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B Item 3-21: Specification Section 40 61 00 Process Control and Instrumentation Systems — General Provisions Refer to paragraph 1.06.8. Add 3 below: "3. Red Group Contact: Haven Alford 9500 Ray White Road Suite 200 Fort Worth, TX 76244 Phone: (225) 347-9032" Item 3-22: Plans, Sheet G-003, INDEX TO DRAWINGS VOLUME I (Seq. 3 of 1525) Add the following sheet names and numbers: "210A. M-1925 MECHANICAL STANDARD DETAILS XXV" Strikethrough the following sheet: "155. C-157 STORM LINE B-1 — PLAN & PROFILE" Item 3-23: Plans, Sheet G-008, INDEX TO DRAWINGS VOLUME VI (Seq. 8 of 1525) Add the following sheet names and numbers: "1230A. E-542 DISTRIBUTION BOX INTERFACE DIAGRAM AND RISER 1230B. E-543 BIOREACTOR HVAC SCHEMATIC AND RISER DIAGRAM 1231A. E-571 SWS PUMP STATION RISER DIAGRAM 1231B. E-572 SWS PUMP STATION INTERFACE DIAGRAM" Item 3-24: Plans, Sheet G-033, VALVE INDEX III (Seq. 33 of 1525) Refer to valve BRB02_HPA01_SV06. Modify process from "HPA" to "D". Refer to valve BRB02_HPA01_SV05 associated with "D" process. Remove this valve and row in its entirety. Item 3-25: Plans, Sheet G-036, VALVE INDEX VI (Seq. 36 of 1525) Refer to valve MFP01_T01_ARV02. Update tag to be "MFP01_T02_ARV01". Refer to valve MFP01_T01_ARV03. Update tag to be "MFP01_T03_ARV01". Refer to valve MFP01_T01_ARV04. Modify tag to be "MFP01_T04_ARV01". A-3 5 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 3-25 Continued: Refer to valve MFP01_T01_ARV05. Remove this valve and row in its entirety and replace with the following: ADDENDUM NO. 3 ATTACHMENT B Air Releases trapped air MFP01_T Backpulse 2 Release V756 BP 1-715 Open Manual from backpulse 00 ARV01 — Valve Pumps discharge for pump 1 Item 3-26: Plans, Sheet G-037, VALVE INDEX VII (Seq. 37 of 1525) Refer to valve RSW01_T00_GV01. Remove this valve and row in its entirety. Item 3-27: Plans, Sheet G-039, VALVE INDEX IX (Seq. 39 of 1525) Add valve MFP01_T00_ARV02 in its entirety. Air Releases trapped air MFP01_T Backpulse 2 Release V756 BP 1-715 Open Manual from backpulse 00 ARV02 — Valve Pumps discharge for pump 2 Item 3-28: Plans, Sheet G-050, LANDSCAPE PLANTING PLAN — 1 OF 4 (Seq. 44 of 1525) Add the following note: "1. PROVIDE SOD OVER EARTHEN CHANNELS SHOWN ON SHEETS C-163 THROUGH C-167." Item 3-29: Plans, Sheet G-051, LANDSCAPE PLANTING PLAN — 2 OF 4 (Seq. 45 of 1525) Add the following note: "1. PROVIDE SOD OVER EARTHEN CHANNELS SHOWN ON SHEETS C-163 THROUGH C-167." Item 3-30: Plans, Sheet G-052, LANDSCAPE PLANTING PLAN — 3 OF 4 (Seq. 46 of 1525) Add the following note: "1. PROVIDE SOD OVER EARTHEN CHANNELS SHOWN ON SHEETS C-163 THROUGH C-167." Item 3-31: Plans, Sheet G-053, LANDSCAPE PLANTING PLAN —4 OF 4 (Seq. 47 of 1525) Add the following note: "1. PROVIDE SOD OVER EARTHEN CHANNELS SHOWN ON SHEETS C-163 THROUGH C-167." A-3 6 of 21 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 3 Request for Proposals ATTACHMENT B Item 3-32: Plans, Sheet S -G103, STRUCTURAL GENERAL NOTES III (Seq. 57 of 1525) Refer to Table under Foundations, Item 7. Refer to "Chemical Feed Building" row: Add "AND FERRIC SULFATE/METAL SALT AND CARBON STORAGE STRUCTURES" to the end of the structure name. Item 3-33: Plans, Sheet C-052, YARD PIPING PLAN B (Seq. 66 of 1525) Change "3/G/MDPE" to "4/G/MDPE" Item 3-34: Plans, Sheet C-053, YARD PIPING PLAN C (Seq. 67 of 1525) Refer to pipe segment between Point No. 338, No. 339, No. 340, No. 341, and No. 342 Change "2/G/MDPE" to "2.5/G/MDPE" Refer to pipe segment between Point No. 245 and No. 322 Change "2.5/G/MDPE" to "3/G/MDPE" Item 3-35: Plans, Sheet C-054, YARD PIPING PLAN D (Seq. 68 of 1525) Refer to pipe segment between Point No. 576, No. 452, No. 577, No. 578, No. 579, No. 580, and No. 581 Change "2.5/G/MDPE" to "3/G/MDPE" Refer to pipe segment between Point No. 577 and No. 582 Change "2/G/MDPE" to "2.5/G/MDPE" Refer to pipe segment between Point No. 485, No. 575 and No. 576 Change "2.5/G/MDPE" to "4/G/MDPE" Refer to Point No. 310 and Point No. 312 callouts. Add multileader callout "REFER TO NOTE 7" Add note 7 as follows: "7. 10'-0" Lx 6'-0" W x 15'-0" H PRE -CAST CONCRETE VALVE VAULT (RE: SECTION 03 40 00) WITH INTERNAL SUMP PUMP (RE: 4000-371). CONTRACTOR SHALL VERIFY TOP OF CONCRETE FOR VALVE VAULTS TO BE 6" ABOVE FINISHED GRADE PRIOR TO ORDERING THE VAULTS." Item 3-36: Plans, Sheet C-055, YARD PIPING PLAN E (Seq. 69 of 1525) Refer to pipe segment between Point No. 600 and No. 601 Change "2/G/MDPE" to "0.75/G/MDPE" A-3 7 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 3-37: Plans, Sheet C-110, Overall Paving Plan (Seq. 108 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-15. Highlights of the changes include: 1. Updated Oncor Easement 2. Updated Storm Line A&B Item 3-38: Plans, Sheet C-115, Paving Plan — Area E (Seq. 113 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-16. Highlights of the changes include: 1. Updated Storm Line A&B Item 3-39: Plans, Sheet C-116, Paving Plan — Area F (Seq. 114 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-17. Highlights of the changes include: 1. Updated Oncor Easement 2. Updated Storm Line A&B Item 3-40: Plans, Sheet C-118, Paving Plan — Area H (Seq. 116 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-18. Highlights of the changes include: 1. Updated Oncor Easement Item 3-41: Plans, Sheet C-122, Plan & Profile — Road B (Seq. 120 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-19. Highlights of the changes include: 1. Updated Yard Piping Crossing Labels 2. Updated Storm Line A&B Item 3-42: Plans, Sheet C-127, Plan & Profile — Road F (Seq. 125 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-20. Highlights of the changes include: 1. Updated Oncor Easement 2. Updated Storm Line A&B 3. Updated Yard Piping Crossing labels A-3 8 of 21 ADDENDUM NO. 3 ATTACHMENT B CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 3-43: Plans, Sheet C-136, Grading Plan — Area E (Seq. 134 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-21. Highlights of the changes include: 1. Updated Grading around pond for storm line A new alignment 2. Updated Storm Line A&B Item 3-44: Plans, Sheet C-137, Grading Plan — Area F (Seq. 135 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-22. Highlights of the changes include: 1. Updated Oncor Easement 2. Updated Storm Line A Item 3-45: Plans, Sheet C-138, Grading Plan — Area H (Seq. 136 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-23. Highlights of the changes include: 1. Updated Oncor Easement Item 3-46: Plans, Sheet C-153, Pond Plan — Detention Pond B (Seq. 151 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-24. Highlights of the changes include: 1. Updated Storm Line A Item 3-47: Plans, Sheet C-155, Storm Line A — Plan & Profile (Seq. 153 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-25. Highlights of the changes include: ADDENDUM NO. 3 ATTACHMENT B 1. Updated Oncor Easement 2. Updated alignment of storm line A to absorb storm line b-1. 3. Downstream section of pipe has been increased to 42" and 36" after storm line B connects to updated storm drain. 4. Grading around pond has been updated to tie into existing and provide more cover over new alignment 5. Electrical crossing have been updated for new design A-3 9 of 21 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 3 Request for Proposals ATTACHMENT B Item 3-48: Plans, Sheet C-156, Storm Line B — Plan & Profile (Seq. 154 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-26. Highlights of the changes include: 1. Updated connection to storm line A 2. Updated Yard Piping Crossings Item 3-49: Plans, Sheet C-157, Storm Line B-1 — Plan & Profile (Seq. 155 of 1525) Remove this sheet in its entirety. Item 3-50: Plans, Sheet C-162, Storm Line G — Plan & Profile (Seq. 160 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-27. Highlights of the changes include: 1. Added storm drain manhole at midway point of driveway culvert Item 3-51: Plans, Sheet C-163, Eastern Channel Plan & Profile (1 of 2) (Seq. 161 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-28. Highlights of the changes include: 1. Updated Oncor Easement 2. Added electrical crossing to profile to show available vertical separation. Item 3-52: Plans, Sheet C-164, Eastern Channel Plan & Profile (2 of 2) (Seq. 162 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-29. Highlights of the changes include: 1. Updated yard piping crossing Item 3-53: Plans, Sheet C-165, Eastern Channel Calculations & Details (Seq. 163 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-30. Highlights of the changes include: 1. Updated Oncor Easement Item 3-54: Plans, Sheet C-168, Erosion Control Plan (Seq. 166 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-31. Highlights of the changes include: 1. Updated Proposed Surface contours 2. Updated inlet protection for proposed inlets 3. Updated Storm Line A&B A-3 10 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B Item 3-55: Plans, Sheet C-1907, CIVIL STANDARD DETAILS VII (Seq. 182A of 1525) Add detail 3000-195 in its entirety. Refer to ATTACHMENT 3-32. Item 3-56: Plans, Sheet M-1925, MECHANICAL STANDARD DETAILS XXV (Seq. 210A of 1525) Add detail 4000-348A in its entirety. Refer to ATTACHMENT 3-33. Item 3-57: Plans, Sheet M-306, PTU — DUMPSTER ROOM PLAN (Seq. 395 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-34. Highlights of the changes include: 1. Modified drain piping from washer/compactors. Item 3-58: Plans, Sheet M-307, PTU - SECTION VIEW - I (Seq. 396 of 1525) Refer to the FRP Grit Basin Cover callout: Revise "FRP" to "ALUMINUM" Item 3-59: Plans, Sheet M-309, PTU SECTION VIEW - III (Seq. 398 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-35. Highlights of the changes include: 1. Modified drain piping from washer/compactors. Item 3-60: Plans, Sheet M-312, PTU SECTION VIEW VI (Seq. 401 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-36. Highlights of the changes include: 1. Modified drain piping from washer/compactors. Item 3-61: Plans, Sheet S-305, PTU —AREA A GROUND LEVEL PLAN (Seq. 412 of 1525) Refer to keynote 008. Add the following to the end of the note: "TYPE C" Item 3-62: Plans, Sheet S-308, PTU —AREA B COARSE SCREEN PLAN (Seq. 415 of 1525) Refer to keynote 008. Add the following to the end of the note: "TYPE C" Item 3-63: Plans, Sheet S-309, PTU — MEZZANINE FRAMING PLAN (Seq. 416 of 1525) Refer to keynote 008. Add the following to the end of the note: "TYPE C" A-3 11 of 21 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 3 Request for Proposals ATTACHMENT B Item 3-64: Plans, Sheet M-502, DISTRIBUTION BOX SECTION I (Seq. 483 of 1525) Refer to 6'-0" adjustable rectangular weir (TYP 4) callout. Replace the detail reference "0682-041" with "4000-582" Item 3-65: Plans, Sheet M-503, DISTRIBUTION BOX SECTION II (Seq. 484 of 1525) Refer to 6'-0" adjustable rectangular weir (TYP 4) callout. Replace the detail reference "0682-041" with "4000-582" Item 3-66: Plans, Sheet M-514, BIOREACTOR TRAIN 1 & 2 AEROBIC, POST ANOXIC ZONES, MIXED LIQUOR CHANNEL — LOWER PLAN (Seq. 495 of 1525) Refer to Note 2. Add the following to the end: "THE STATIC MIXER PLATE AND RINGS BETWEEN THE PLATE SHALL BE 316SS." Item 3-67: Plans, Sheet M-515, BIOREACTOR TRAIN NO 3 & 4 FERMENTER, ANAEROBIC, PRE ANOXIC ZONES — LOWER PLAN (Seq. 496 of 1525) Refer to 17.5 -ft rectangular weir (TYP) callout. Replace the detail reference "0682-041" with "4000-582" Item 3-68: Plans, Sheet M-590, METAL SALT CROSS -LINKED HDPE TANK PLAN (Seq. 583 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-37. Highlights of the changes include: 1. Modification to the 3/INLET/HDPE piping for each tank. 2. Modified size of overflow pipe for each tank. 3. Modified note 3. Item 3-69: Plans, Sheet M-591, METAL SALT CROSS -LINKED HDPE TANK SECTION I (Seq. 584 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-38. Highlights of the changes include: 1. Modified size of overflow pipe for each tank. 2. Revise elevation of tank and piping. Item 3-70: Plans, Sheet M-592, METAL SALT CROSS -LINKED HDPE TANK SECTION II (Seq. 585 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-39. Highlights of the changes include: 1. Modification to the 3/INLET/HDPE piping for each tank. 2. Revised elevation of tank and piping. A-3 12 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B Item 3-71: Plans, Sheet M-595 SUPPLEMENTAL CARBON CROSS -LINKED HDPE TANK PLAN (Seq. 586 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-40. Highlights of the changes include: 1. Modification to the 3/INLET/HDPE piping for each tank. 2. Modified size of overflow pipe for each tank. 3. Modified note 3. Item 3-72: Plans, Sheet M-596, SUPPLEMENTAL CARBON CROSS -LINKED HDPE TANK SECTION I (Seq. 587 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-41. Highlights of the changes include: 1. Modified size of overflow pipe for each tank. Item 3-73: Plans, Sheet M-597, SUPPLEMENTAL CARBON CROSS -LINKED HDPE TANK SECTION II (Seq. 588 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-42. Highlights of the changes include: 1. Modification to the 3/INLET/HDPE piping for each tank. Item 3-74: Plans, Sheet M-703, OPERATIONS BUILDING — PUMP ROOM PLAN (Seq. 772 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-43. Highlights of the changes include: 1. Removed the fill tank and sampling setup from the 42/FE/SS header to the ammonia and phosphorous analyzers (MFP01_T00_AIT01 and AIT02). 2. Removed air release valve (ARV) from each 20/FE/SS suction. 3. Removed the ARV from the 18/BP/SS header. 4. Added ARVs to each backpulse pump discharge (20 -P -601A and 20 -P -602A) before each check valve (20 -CV -601A and 20 -CV -601B). 5. Modified note 6 and removed note 7. 6. Modified location of backpulse pumps to resolve conflict with structural column. Item 3-75: Plans, Sheet M-706, OPERATIONS BUILDING — SECTIONS I (Seq. 775 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-44. Highlights of the changes include: 1. Modification to the air plenum height and process blower wall penetrations. 2. Added a cutout in the wall where the air scour intake filter is located. 3. Modifications to ARV locations. 4. Added notes 3 and 4. A-3 13 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B Item 3-76: Plans, Sheet M-708, OPERATIONS BUILDING - SECTIONS III (Seq. 777 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-45. Highlights of the changes include: 1. Removed the fill tank and sampling setup from the 42/FE/SS header to the ammonia and phosphorous analyzers (MFP01_T00_AIT01 and AIT02). 2. Modifications to ARV locations. Item 3-77: Plans, Sheet M-711, OPERATIONS BUILDING — SECTIONS VI (Seq. 780 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-46. Highlights of the changes include: 1. Modifications to ARV locations. Item 3-78: Plans, Sheet M-850, REUSE SERVICE WATER PUMP STATION - UPPER PLAN VIEW (Seq. 906 of 1525) Change all instances of "6/SW/DI (HI)" to "8/SW/DI (HI)" in 2 places. Refer to 6" Oil Cushioned Check Valve (TYP 4) callout. Remove this callout in its entirety. Refer to 6" Swing Check Valve (TYP 2) callout. Remove this callout in its entirety. Refer to 8" Swing Check Valve (TYP 2) callout. Replace "(TYP 2)" with "(TYP 4)" Refer to 10" Resilient Seated Butterfly Valve (TYP 5) callout. Change "10" RESILIENT SEATED BUTTERFLY VALVE" to "8" BUTTERFLY VALVE" Refer to RSW01_T01_BFV11*. Change "BFV11*"to"BFV09*" Refer to 16" x 8" DI TEE (TYP 4) callout. Change "(TYP 4)" to "(TYP 5)" Item 3-79: Plans, Sheet M-852, REUSE SERVICE WATER PUMP STATION — SECTION (Seq. 908 of 1525) Refer to Section A. Refer to 6" Check Valve callout. Replace "6" with "8" A-3 14 of 21 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 3 Request for Proposals ATTACHMENT B Item 3-78 Continued: Refer to 10" Butterfly Valve callout. Replace "10" with "8" Item 3-80: Plans, Sheet E-501, BIOREACTOR MCC -500-1A ONE -LINE DIAGRAM (Seq. 1190 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-47. Item 3-81: Plans, Sheet E-502, BIOREACTOR MCC -500-1B ONE -LINE DIAGRAM (Seq. 1191 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-48. Item 3-82: Plans, Sheet E-503 BIOREACTOR MCC -500-1A AND MCC -500-1B ONE -LINE DIAGRAM, (Seq. 1192 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-49. Item 3-83: Plans, Sheet E-504 BIOREACTOR MCC -500-1A AND MCC -500-1B ELEVATIONS, (Seq. 1193 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-50. Item 3-84: Plans, Sheet E-505 BIOREACTOR PP -500 ONE -LINE DIAGRAM, (Seq. 1194 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-51. Item 3-85: Plans, Sheet E-506 BIOREACTOR PANELBOARD SCHEDULES, (Seq. 1195 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-52. Item 3-86: Plans, Sheet E-509 BIOREACTOR DUCTBANK SECTION - I, (Seq. 1198 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-53. Item 3-87: Plans, Sheet E-510 BIOREACTOR OVERALL UPPER PLAN, (Seq. 1199 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-54. Item 3-88: Plans, Sheet E-511 BIOREACTOR UPPER LIGHTING PLAN, (Seq. 1200 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-55. Item 3-89: Plans, Sheet E-512 BIOREACTOR RISER DIAGRAM, (Seq. 1201 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-56. Item 3-90: Plans, Sheet E-513 BIOREACTOR TRAIN NO 1 & 2 FERMENTER, ANAEROBIC, PRE ANOXIC ZONES -UPPER PLAN, (Seq. 1202 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-57. Item 3-91: Plans, Sheet E-514 BIOREACTOR TRAIN NO 1 & 2 AEROBIC, POST ANOXIC ZONES, MIXED LIQUOR CHANNEL -UPPER PLAN, (Seq. 1203 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-58. Item 3-92: Plans, Sheet E-515 BIOREACTOR TRAIN NO 3 & 4 FERMENTER, ANAEROBIC, PRE ANOXIC ZONES -UPPER PLAN, (Seq. 1204 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-59. A-3 15 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B Item 3-93: Plans, Sheet E-516 BIOREACTOR TRAIN NO 3 & 4 AEROBIC, POST ANOXIC ZONES, MIXED LIQUOR CHANNEL -UPPER PLAN, (Seq. 1205 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-60. Item 3-94: Plans, Sheet E-517 BIOREACTOR TRAIN NO 1 & 2 FERMENTER, ANAEROBIC, PRE ANOXIC ZONES -LOWER PLAN, (Seq. 1206 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-61. Item 3-95: Plans, Sheet E-518 BIOREACTOR TRAIN NO 1 & 2 AEROBIC, POST ANOXIC ZONES, MIXED LIQUOR CHANNEL -LOWER PLAN, (Seq. 1207 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-62. Item 3-96: Plans, Sheet E-519 BIOREACTOR TRAIN NO 3 & 4 FERMENTER, ANAEROBIC, PRE ANOXIC ZONES -LOWER PLAN, (Seq. 1208 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-63. Item 3-97: Plans, Sheet E-520 BIOREACTOR TRAIN NO 3 & 4 AEROBIC, POST ANOXIC ZONES, MIXED LIQUOR CHANNEL -LOWER PLAN, (Seq. 1209 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-64. Item 3-98: Plans, Sheet E-521 BIOREACTOR ELECTRICAL ROOM -POWER PLAN, (Seq. 1210 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-65. Item 3-99: Plans, Sheet E-522 BIOREACTOR ELECTRICAL ROOM -CONTROL PLAN, (Seq. 1211 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-66. Item 3-100: Plans, Sheet E-523 BIOREACTOR ELECTRICAL ROOM -LIGHTING AND RECEPTACLE PLAN, (Seq. 1212 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-67. Item 3-101: Plans, Sheet E-524 BIOREACTOR - LOWER CABLE TRAY PLAN, (Seq. 1213 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-68. Item 3-102: Plans, Sheet E-525 BIOREACTOR DETAILS - I, (Seq. 1214 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-69. Item 3-103: Plans, Sheet E-526 BIOREACTOR SECTIONS - I, (Seq. 1215 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-70. Item 3-104: Plans, Sheet E-529 BIOREACTOR PP -501 ONE -LINE DIAGRAM, (Seq. 1218 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-71. Item 3-105: Plans, Sheet E-530 BIOREACTOR PP -502 ONE -LINE DIAGRAM, (Seq. 1219 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-72. Item 3-106: Plans, Sheet E-531 BIOREACTOR PP -503 ONE -LINE DIAGRAM, (Seq. 1220 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-73. A-3 16 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B Item 3-107: Plans, Sheet E-532 BIOREACTOR PP -504 ONE -LINE DIAGRAM, (Seq. 1221 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-74. Item 3-108: Plans, Sheet E-533 BIOREACTOR 1 PLC INTERFACE DIAGRAM, (Seq. 1222 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-75. Item 3-109: Plans, Sheet E-534 BIOREACTOR 2 PLC INTERFACE DIAGRAM, (Seq. 1223 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-76. Item 3-110: Plans, Sheet E-535 BIOREACTOR 3 PLC INTERFACE DIAGRAM, (Seq. 1224 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-77. Item 3-111: Plans, Sheet E-536 BIOREACTOR 4 PLC INTERFACE DIAGRAM, (Seq. 1225 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-78. Item 3-112: Plans, Sheet E-537 BIOREACTOR PLC INTERFACE DIAGRAM - MCC, OCS-2, SWS, CHEMICAL BUILDING, (Seq. 1226 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-79. Item 3-113: Plans, Sheet E-539 BIOREACTOR AIRBLAST RISER DIAGRAMS AND DETAIL, (Seq. 1228 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-80. Item 3-114: Plans, Sheet E-541 DISTRIBUTION BOX POWER AND CONTROL PLAN, (Seq. 1230 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-81. Item 3-115: Plans, Sheet E-542 DISTRIBUTION BOX INTERFACE DIAGRAM AND RISER, (Seq. 1230A of 1525) SHEET E-542 is issued in its entirety as ATTACHMENT 3-82. Item 3-116: Plans, Sheet E-543 BIOREACTOR HVAC SCHEMATIC AND RISER DIAGRAM, (Seq. 1230B of 1525) SHEET E-543 is issued in its entirety as ATTACHMENT 3-83. Item 3-117: Plans, Sheet E-570 SWS PUMP STATION - PLAN, (Seq. 1231 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-84. Item 3-118: Plans, Sheet E-571 SWS PUMP STATION RISER DIAGRAM, (Seq. 1231A of 1525) SHEET E-571 is issued in its entirety as ATTACHMENT 3-85. Item 3-119: Plans, Sheet E-572 SWS PUMP STATION INTERFACE DIAGRAM, (Seq. 1231B of 1525) SHEET E-572 is issued in its entirety as ATTACHMENT 3-86. Item 3-120: Plans, Sheet E-802, UV AREA DUCTBANK SECTIONS (Seq. 1301 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-87. Item 3-121: Plans, Sheet E-803, MCC -800-1A AND MCC -800-1B ONE -LINE DIAGRAM — I (Seq. 1302 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-88. A-3 17 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B Item 3-122: Plans, Sheet E-804, MCC -800-1A AND MCC -800-1B ONE -LINE DIAGRAM — II (Seq. 1303 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-89. Item 3-123: Plans, Sheet E-805, MCC-800-1A/B ELEVATION AND PANELBOARD SCHEDULES (Seq. 1304 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-90. Item 3-124: Plans, Sheet E-806, UV ELECTRICAL BUILDING POWER AND GROUNDING PLAN (Seq. 1305 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-91. Item 3-125: Plans, Sheet E-812, UV DISINFECTION AND POST AERATION PLC INTERFACE DIAGRAM — I (Seq. 1311 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-92. Item 3-126: Plans, Sheet E-814, UV CHANNEL NO.1 INTERCONNECTION DIAGRAM (Seq. 1313 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-93. Item 3-127: Plans, Sheet E-815, UV CHANNEL NO. 2 INTERCONNECTION DIAGRAM (Seq. 1314 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-94. Item 3-128: Plans, Sheet E-816, UV CHANNEL NO.3 INTERCONNECTION DIAGRAM (Seq. 1315 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-95. Item 3-129: Plans, Sheet E-817, UV DISINFECTION RISER DIAGRAM — I (Seq. 1316 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-96. Item 3-130: Plans, Sheet E-850, REUSE AND SERVICE WATER PS — POWER AND CONTROL PLAN (Seq. 1318 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-97. Item 3-131: Plans, Sheet E-1215, SOLIDS ELECTRICAL ROOM POWER PLAN (Seq. 1341 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-98. Item 3-132: Plans, Sheet E-1216, SOLIDS ELECTRICAL ROOM CONTROL PLAN (Seq. 1342 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-99. Item 3-133: Plans, Sheet E-1217, SOLIDS ELECTRICAL ROOM CABLE TRAY PLAN (Seq. 1343 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-100. Item 3-134: Plans, Sheet E-1218, SOLIDS ELECTRICAL ROOM LIGHTING PLAN (Seq. 1344 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-101. A-3 18 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B Item 3-135: Plans, Sheet E-1219, SOLIDS SLUDGE BLOWER POWER AND CONTROLS PLAN (Seq. 1345 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-102. Item 3-136: Plans, Sheet E-1220, SOLIDS ROTARY DRUM THICKENER FEED PUMP POWER AND CONTROLS PLAN (Seq. 1346 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-103. Item 3-137: Plans, Sheet E-1221, SOLIDS ROTATY DRUM THICKENER POWER AND CONTROLS PLAN (Seq. 1347 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-104. Item 3-138: Plans, Sheet E-1222, SOLIDS THICKENED SLUDGE PUMP POWER AND CONTROLS PLAN (Seq. 1348 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-105. Item 3-139: Plans, Sheet E-1223, SOLIDS CENTRIFUGE FEED PUMP POWER AND CONTROLS PLAN (Seq. 1349 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-106. Item 3-140: Plans, Sheet E-1224, SOLIDS CENTRIFUGE OVERALL PLAN (Seq. 1350 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-107. Item 3-141: Plans, Sheet E-1225, SOLIDS CENTRIFUGE CONTROL ROOMS POWER PLAN (Seq. 1351 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-108. Item 3-142: Plans, Sheet E-1226, SOLIDS CENTRIFUGE UPPER AREA POWER AND CONTROLS PLAN (Seq. 1352 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-109. Item 3-143: Plans, Sheet E-1227, SOLIDS CENTRIFUGE LOWER AREA POWER AND CONTROLS PLAN (Seq. 1353 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-110. Item 3-144: Plans, Sheet E-1228, SOLIDS POLYMER STORAGE POWER AND CONTROLS PLAN (Seq. 1354 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-111. Item 3-145: Plans, Sheet E-1229, SOLIDS SLUDGE TRUCK BAY POWER AND CONTROLS PLAN (Seq. 1355 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-112. Item 3-146: Plans, Sheet E-1230, SOLIDS MECHANICAL ROOM POWER AND CONTROL PLAN (Seq. 1356 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-113. Item 3-147: Plans, Sheet E-1231, SOLIDS BATHROOM PLAN (Seq. 1357 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-114. A-3 19 of 21 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 3 ATTACHMENT B Item 3-148: Plans, Sheet E-1241, RDT FEED PUMP RISER DIAGRAM (Seq. 1367 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-115. Item 3-149: Plans, Sheet E-1242, SOLIDS ROTARY DRUM THICKENER RISER DIAGRAM — I (Seq. 1368 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-116. Item 3-150: Plans, Sheet E-1243, SOLIDS ROTARY DRUM THICKENER RISER DIAGRAM — II (Seq. 1369 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-117. Item 3-151: Plans, Sheet E-1245, SOLIDS CENTRIFUGE NO.1 RISER DIAGRAM (Seq. 1371 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-118. Item 3-152: Plans, Sheet E-1246, SOLIDS CENTRIFUGE NO.2 RISER DIAGRAM (Seq. 1372 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-119. Item 3-153: Plans, Sheet E-1247, SOLIDS CENTRIFUGE CONVEYOR RISER DIAGRAM (Seq. 1373 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-120. Item 3-154: Plans, Sheet E-1248, SOLIDS POLYMER STORAGE AND FEED RISER DIAGRAM -I (Seq. 1374 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-121. Item 3-155: Plans, Sheet E-1249, SOLIDS POLYMER STORAGE AND FEED RISER DIAGRAM — II (Seq. 1375 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-122. Item 3-156: Plans, Sheet E-1302, SODIUM HYPOCHLORITE FEED ROOM POWER, GROUND, CONTROL, LIGHTING AND RECEPTACLES PLAN (Seq. 1391 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-123. Item 3-157: Plans, Sheet 1-509, BIOREACTOR AIR BLAST SYSTEM P&ID (Seq. 1474 of 1525) Refer to BRB02_HPA01_SV0S Modify tag to "BRB02_HPA01_SV06" Item 3-158: Plans, Sheet 1-710, FILTRATE PUMPS P&ID (Seq. 1484 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-124. Highlights of the changes include: 1. Removed the fill tank and sampling setup on the 42 -FE header. 2. Modifications to ARV locations. 3. Modifications to suction and discharge reducer sizes A-3 20 of 21 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 3 Request for Proposals ATTACHMENT B Item 3-159: Plans, Sheet 1-715, BACKPULSE TANK AND PUMPS P&ID (Seq. 1485 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-125. Highlights of the changes include: 1. Added ARVs to each pump discharge before the check valve. Item 3-160: Plans, Sheet 1-800, UV SYSTEM AND POST AERATION (Seq. 1491 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-126. Highlights of the changes include: 1. Added phosphorous, ammonia, and nitrate instruments and controllers to the influent channel. Item 3-161: Plans, Sheet 1-1950, SECURITY DETAILS 1 (Seq. 1520 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 3-127. Highlights of the changes include: 1. Added detail for freestanding sunshield. THIS ADDENDUM IS MADE PART OF THE SPECIFICATIONS AND CONTRACT DOCUMENTS AND SHALL BE ACKNOWLEDGED ON THE PROPOSAL AND THE BID ENVELOPE. ALAN PLUMMER ASSOCIATES, INC. TPBE Firm No. 13 .9.!. Ir SHUA P JOP. FRISINGER 9T545 ,A�i c"RF ate'... ..$.. ,,�>//�� 5/29/2026 Josh P. 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R! /§§ § (D a 0 S 0 § \ \ \ \ \ - - - - - - - - - - - - - - - - - - - - - - -- F \ } ) }} \ � � j o _ i \ o ,® A �< ATTACHMENT 3-14 UNIT PROPOSAL PRICE A004243 OFFEROR'S PROPOSAL FORM Page 1 of 6 SECTION 00 42 43 OFFEROR'S PROPOSAL FORM OFFEROR'S APPLICATION Project Item Information Offeror's Proposal Proposal Description Unit of Proposal Unit Price Proposal Value Item No. Measure Quantity 1 Construction of the Mary's Creek Water Reclamation Facility Milestone 1 scope to LS 1 $ $ substantial completion, excluding Proposal Items 2 through 17 below. 2 Construction of the Mary's Creek Water Reclamation Facility for all work to final LS 1 $ $ completion in total, except for Proposal Items 1, and 3 through 17. 3 Development, design, and implementation of the excavation and support protection systems, as required by the Occupational Safety and Health LS 1 $ $ Administration, furnished and installed, continuously monitored, complete and in place by lans and specifications. 4 Development, design, and implementation of the Storm Water Pollution Prevention Plan, including necessary materials and coordination for compliance LS 1 $ $ with storm water regulations and ordinances, furnished and installed, continuously monitored, complete and in place by lans and specifications. 5 A Unit Price Proposal Item additional signage to be used only as directed in writing by the OWNER to complete and in place. LS 1 $5,000.00 $5,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised 2/08/24 Mary's Creek Water Reclamation Facility C01239 ATTACHMENT 3-14 00 42 43 OFFEROR'S PROPOSAL FORM Page 2 of 6 Project Item Information Offeror's Proposal Proposal Description Unit of Proposal Unit Price Proposal Value Item No. Measure Quantity 6 A Unit Price Proposal Item for furnishing and installing additional Class A 4000 -psi reinforced concrete (for slab on grade and grade beams), including excavation, forms, CY 50 S $ concrete, rebar, placement, and curing, as directed by OWNER, with all materials and labor, complete in place, in accordance with Division 3. 7 A Unit Price Proposal Item for furnishing and installing additional Class A 4000 -psi reinforced concrete (for items other than slab on grade and grade beams), including CY 50 $ $ excavation, forms, concrete, rebar, placement, and curing, as directed by OWNER, with all materials and labor, complete in place, in accordance with Division 3. 8 A Unit Price Proposal Item for furnishing and installing additional reinforcing steel, LBS 10,000 $ $ complete in place, in accordance with Division 3. 9 A Unit Price Proposal Item for furnishing and installing additional concrete paving per Detail 1 on Drawing C-119 and per Section 32 13 13, including surface preparation, excavation, stabilization, formwork, reinforcing, finishing curbs, and all incidentals necessary to SY 300 $ $ complete the work, as directed by OWNER, with all materials and labor, complete in place. CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENT C01239 Revised 2/08/24 ATTACHMENT 3-14 00 42 43 OFFEROR'S PROPOSAL FORM Page 3 of 6 Project Item Information Offeror's Proposal Proposal Item No. Description Unit of Measure Proposal Quantity Unit Price Proposal Value 10 A Unit Price Proposal Item for furnishing and installing additional 8 -inch flexbase paving per Detail 3 on Drawing C-171, including excavation, stabilization, and all incidentals SY 100 $ $ necessary to complete the work, as directed by OWNER, with all materials and labor, complete in place, as shown on the standard details. 11 A Unit Price Proposal Item for furnishing and installing additional reinforced sidewalk per Standard Detail 3000-223, mow strip per Standard Detail 3000-232, or pads, including excavation and surface SF 500 $ S preparation, concrete, rebar, placement, finishing, and curing as directed by OWNER, with all materials and labor, as specified in Section 32 13 20 and the standard details. 12 A Unit Price Proposal Item for furnishing and installing additional crushed stone embedment for trench stabilization material or for additional foundation material as CY 400 $ $ replacement for non -suitable material per Specification 31 23 23, if needed, as directed by OWNER, including excavation, material, and labor. 13 A Unit Price Proposal Item for furnishing 1C w/3 #4+G in a conduit per Specifications Division 26, as directed by OWNER, including installation and termination at both ends. LF 1,000 $ $ CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENT C01239 Revised 2/08/24 ATTACHMENT 3-14 00 42 43 OFFEROR'S PROPOSAL FORM Page 4 of 6 Project Item Information Offeror's Proposal Proposal Item No. Description Unit of Measure Proposal Quantity Unit Price Proposal Value 14 A Unit Price Proposal Item for an additional 120 V connection point no more than 100 linear feet from an electrical panel, as directed by OWNER, per Specifications Division 26, EA 10 $ $ complete and in place including conduits and supports, wall penetrations, wire and termination at both ends. 15 A Unit Price Proposal Item for an I/O point analog or discreet, on an I/O card furnished under Proposal Item 2 or by a Preselected Equipment Supplier, per Specifications Division 40, as directed by OWNER, EA 10 $ $ including PLC and SCADA programming for new point, complete and in place including up to 100 LF of conduit and wire, and termination at both ends. 16 A Unit Price Proposal Item for additional small diameter water LF 100 $ $ piping 1 -inch HDPE piping). 17 Allowance for Unforeseen Conditions during construction to be used on legitimate project related issues such as structural, LS 1 $300,000.00 $300,000.00 electrical, instrumentation, etc. to be used only as directed in writing by the OWNER. 18 A Unit Price Proposal Item for A3 furnishing and installing cold mix asphalt road patching repair, as directed by OWNER, including, material, and labor. LB 2000 $ $ CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENT C01239 Revised 2/08/24 ATTACHMENT 3-14 00 42 43 OFFEROR'S PROPOSAL FORM Page 5 of 6 Project Item Information Offeror's Proposal Proposal Description Unit of Proposal Unit Price Proposal Value Item No. Measure Quantity Package 1 Membrane Equipment System Preselected Equipment * Preselected Equipment Price Adjusted by the Producer Price Index from February 2025 to March 2026 PS1.1 For all Work defined in the RFP to supply complete Membrane Equipment System by Veolia Water Technologies and Solutions (Section 46 53 49- PSi), 1), including the Instrumentation and Controls, LS 1 $7,087,607.40 $7,087,607.40 filtrate pumps, air scour blowers, chemical feed systems, membrane tank cover and cover support system, integration startup services, warranty, and aftermarket support services. Package 2 Preselected Equipment * Preselected Equipment Prices Adjusted by the Producer Price Index from July 2025 to March 2026 PS2.1 For all Work defined in the RFP to supply the complete Coarse Screening Equipment by Vulcan Industries, Inc. including flexible LS 1 $875,417.02 $875,417.02 rake bar screens (Section 46 21 16-PS2), sluice system, washer compactors (Section 46 21 73- PS2) and all associated controls. PS2.2 For all Work defined in the RFP to supply the complete grit removal system by Old Castle (Hydro International) (Section 46 23 00-PS2), including mline LS 1 $1,204,048.80 $1,204,048.80 baffled grit removal equipment, grit pumps (Section 44 42 56.12- PS2), grit washing and dewatering (Section 46 23 63- PS2), and controls. PS2.3 For all Work defined in the RFP to supply the complete Fine Screening equipment by Saveco North America including inclined rotary drum screens (Section 46 21 33-PS2), auger LS 1 $1,358,253.53 $1,358,253.53 screenings conveyor (Section 41 12 13.16-PS2) and all associated controls. CITY OF FORT WORTH Mary's Creek Water Reclamation Facility STANDARD CONSTRUCTION SPECIFICATION DOCUMENT C01239 Revised 2/08/24 ATTACHMENT 3-14 00 42 43 OFFEROR'S PROPOSAL FORM Page 6 of 6 Project Item Information Offeror's Proposal Proposal Description Unit of Proposal Unit Price Proposal Value Item No. Measure Quantity PS2.4 For all Work defined in the RFP to supply complete ultraviolet light disinfection equipment by Trojan Technologies (Section 46 66 56-PS2) and all associated LS 1 $988,296.12 $988,296.12 controls. PS2.5 For all Work defined in the RFP to supply the complete equalization basin mixing system by Vaughan Company, Inc. LS 1 $573,630.08 $573,630.08 (Section 44 42 56.05-PS2), including chopper pumps and mixing nozzles, with controls. For all Work defined in the RFP to supply the complete peak flow storage basin mixing system by Vaughan Company, Inc. (Section PS2.6 44 42 56.05-PS2), including LS 1 $573,630.08 $573,630.08 chopper pumps and mixing nozzles, with controls. PS2.7 For all Work defined in the RFP to supply the complete centrifuge dewatering equipment by GEA Mechanical Equipment US, Inc. LS 1 $941,234.40 $941,234.40 (Section 46 76 33-PS2), with controls. Total Proposal (Items 1 through 418 + PS 1.1 + PS2.1 through PS2.7). $ D END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised 2/08/24 Mary's Creek Water Reclamation Facility C01239 -4-, ortu > U o Y II 0000 Q Z I 3 I w� r� I 111 ti II w z I F- wZ a� I Z ,-\ w ww �w H w H v� t- aw l ❑ I � En W aN z O NJ m 0 a9 o a a o z x 00 a m N 0 m U <0 w = w < w cPI Oboa p Q U w WU = w CC W < W a w _ - - - N - 0 1 a 1 n aoiDv3aola z uOiDvRo1a a I O Q o 11017VROI8 I m e a „�, � 11/I'.. zW❑� < mQ wz zaao LL a a �o O m U z W Q m = z V iwi- .� II ° O I- G _ir( i. ) ul P�u a avoa m U z z zY ° a= G LL W �3 z ❑ O _ z °m ❑ W N n ❑ J II o a O1J a I W t Y t om ❑ m �Wa Z W F I O <� n a LU w LU Cf Q W 2 N _. 1 0w a a u o a w / / z O �\ �\ X ' \ z fv/ Z N Z 1 / w \ 1! 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U- D - a HMV3N018 el O 13 J °I aolw3aore \iln>/ z r 0 HOIDV3N018 I m / � /11EE1 II : LL 1 \\\\\ �FZ / s avoa 1 I I 1 Z vl U N V Z \ \ \ 1 1 I � 1 6 � \ bLL_ �z:'i 9L 1 1 1 W, O Q LL U � +I 1 1 1 1 1 1 I I I�'1II __ � � 1 1 I o 9 11 1 o m ® 1 PLUMMER R'-6" MIN 19O1 FOOTING TYPICAL CONCRETE -FILLED STEEL PIPE BOLLARD (SEE STANDARD DETAILS) 4" THICK, CLASS A CONCRETE PAD EXPANSION JOINT AROUND 72" CONCRETE PIPE 6" FABRICATED VENT SCREEN PER DETAILS THIS SHEET. DISCHARGE FITTING (SEE DETAIL THIS SHEET) 6" AND 2" STEEL PIPE - CLAMPS BOLTED TOGETHER (GRINNEL F16212 OR APPROVED EQUAL) MASTIC MATERIAL TYP 6" WALL FITTING SHALL BE CAST -IN PLACE BY MANUFACTURER 72" PRECAST CONCRETE TOP (ASTM C-478) WITH 30" MANHOLE AND SOLID COVER CAST IN PLACE BY MANUFACTURER SPECIAL BOLLARD 30" MANHOLE FRAME AND SOLID COVER SHALL BE NEENAH R59O0 OR APPROVED EQUIVALENT WITH THE WORD "WATER" CAST INTO THE COVER. NOTE: CONTRACTOR TO COORDINATE FINAL LOCATION OF BOLLARDS WITH OWNEF THE OWNER RESERVES THE RIGHT TO MOVE OR ELIMINATE PIPE BOLLARDS. 6" SCH 40 STEEL PIPE 1 GALVANIZED PIPE SIZE OF AIR RELEASE _ VALVE OUTLET D� BREAK AWAY COUPLING (SEE DETAIL THIS SHEET) TEE WITH 2" CORPORATION STOP 6" SCH 40 STEEL PIPE j m 1#4CONT ° Y #3 x 1'-4" LONG @ 12" OC CLASS A CONCRETE #5 @ 12" OCEW TYPICAL SECTION 6" MIN CRUSHED 1 CUBIC YARD CRUSHED NOTE: STONE LAYER ROCK POCKET LOCATED TYPE A AIR RELEASE VALVE VAULTS ARE LOCATED ON PARCEL 39 AND TO EDGE OF EASEMENT PARCEL 31. THE 6" VENT PIPE AND AIR RELEASE VALVE DISCHARGE PIPE ORA MINIMUM OF SHALL PENETRATE THE VAULT WITH A MINIMUM 24" OF COVER AND FEET FROM VAULT SHALL BE FIELD -ROUTED TO AREA LOCATED ON THE PLANS. TOWARD SHORT SIDE OF COORDINATE FINAL LOCATION OF PIPING WITH OWNER. 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