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HomeMy WebLinkAbout066065-V3 - Construction-Related - Contract - Webber Waterworks LLCFORT WORTH® CONTRACT FOR THE CONSTRUCTION OF CSC No. 66065-V3 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 3 OF 12 APRIL 2026 EXECUTED PLUMMER -' OFFICIAL RECORD Plummer Associates, Inc i• ° ° • ..... • • .............. CITY SECRETARY 1320 S University Drive, Suite 300 j JOSHUA P. FRISINGER FortWorth Texas 76107 l '° 97545 FT. WORTH, TX TBPE Firm No. F-13 .p°.�' ISTER I11�s,ONAL EN-' In Association with '%� 6/10/2026 GAI Gupta & Associates, Inc CiyctuY� CONSULTING ENGINEERING LtionUI _ T A company of Infrastructure A `vJ MCKIM&CREED A N D S C A .taco s 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 4122 13.13 Overhead Cranes 41 2223.16 Portable Davit Crane and Winch 41 22 23.19 Monorail Hoists 43 22 10 Common Requirements for Pumps 43 4001 Polyethylene Storage Tank of rF�q�1 43 23 69 Chemical Feed Systems g�Pt� 44 42 56.16 Peristaltic Hose Pump *. #r11 ..... ................. JOSHUA P. FRISINGER ..................... 5 ��1O'. RE®fiTE¢E�. •����� t�1ss�4NAl �N�� Joshua P. Frisinger, P.E. \ Nom` 3/30/2026 #97545 %"�` MARCH 23, 2026 ENGINEER'S SEALS PAGE ©COPYRIGHT 2025 PLUMMER 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 4005 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 4445 16.02 Fine Bubble Air Diffuser System 4625 34 FOG and Scum Mixing Equipment 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 4442 56.13 Progressing Cavity Pumps 46 51 21 Aeration System, Coarse Bubble Membrane Diffusers 3/30/2026 Jenny Beth Murray, P.E. #142379 MARCH 23, 2026 ENGINEER'S SEALS PAGE ©COPYRIGHT 2025 PLUMIVIER 0001 07-3 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 44 42 56.04 ' �P•' :Zs'1�1 !*: •.* *: :.. .............................. BRADLEY T. DEATON II .............................. 133296 . ENS Vertical Turbine Pumps Submersible Pumps Bradley Deaton, P.E. #133296 ENGINEER'S SEALS PAGE MARCH 23, 2026 0001 07-4 ©COPYRIGHT 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 ' Z..O.. Tf`-��,1 *: ....................... RAVIOLA A. WENNO 142677 NAB tom-= 3/30/2026 Raviola Wenno, P.E. #142677 ENGINEER'S SEALS PAGE MARCH 23, 2026 0001 07-6 ©COPYRIGHT 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 0005 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 4073 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 r O ANTHONY V.SCUDIERI_0 -o'. 89088 .� ��.r ENGINEER'S SEALS PAGE MARCH 23, 2026 0001 07-8 (DCOPYRIGHT 2025 PLUM ER 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 37 00 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 rf+t� ovIDIU M. SIPOS�' p: 1 1 1 707 r 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 FORT WORTH® ADDENDUM TO REQUEST FOR PROPOSALS. 26-0195 MARY'S CREEK WATER RECLAMATION FACILITY WATER DEPARTMENT ADDENDUM NO. 5 REQUEST FOR PROPOSALS (RFP): 26-0195 RFP OPENING DATE: July 9, 2026 DATE ISSUED: June 11, 2026 ITP No. 26-0195, issued April 29, 2026, is hereby amended as follows: 1. Proposal Opening Date is changed from June 25, 2026 at 2:00 PM CDT to July 9, 2026 at 2:00 PM CDT. 2. Questions Due Date is changed from June 15, 2026 at 2:00 PM CDT to June 25, 2026 at 2:00 PM CDT. 3. Summary of changes are provided as supplement to this addendum as Attachment A. All other terms and c6n itions remain unchanged. (OA J o u G TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ............................................... ■ ............................. ■ 1 By the signature affixed below, Addendum No. 5 is hereby incorporated into and made part of the above referenced Request for Proposals. , A COMPANY NAME SIGNATURE: Webber W 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. 5, Page 1 of 1 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 5 ATTACHMENT A 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 5-1: Specification Section 00 11 13 Invitation to Offerors In the first paragraph delete: "June 25, 2026" And replace with: "July 9, 2026" Item 5-2: Specification Section 00 21 13 Instructions to Offerors Refer to Article 6.1. Delete "2 p.m., TWO MONDAYS prior to the Proposal opening." And replace with: "5:00 p.m., June 25, 2026." 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. June 12, 2026 tP��OFTES'10p *r�� JOSHUA P. FRISINGER NEaaTe���'\4 6/11/2026 X1'.3 A-5 1 of 1 FORT WORTH® ILl ADDENDUM TO REQUEST FOR PROPOSALS. 26-0195 MARY'S CREEK WATER RECLAMATION FACILITY WATER DEPARTMENT ADDENDUM NO. 6 REQUEST FOR PROPOSALS (RFP): 26-0195 RFP OPENING DATE: July 9, 2026 DATE ISSUED: June 25, 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 onditions remain unchanged. t7rl O c: TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT By the signature affixed below, Addendum No. 6 is hereby incorporated into and made part of the above referenced Request for Proposals. COMPANY NAME: Webber Waterwo N[e70,1_1111W I NOTE: Company name and signature mustp�th\e)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. 6, Page 1 of 1 CPN O01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 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. Reference, Sheet C-052 identifies 42" EQ and PFS Influent Valve Vaults (Item 68 and 72 on sheet C-091), Sheet C-053 shows valve vaults on 12" RF line (Items #310 and 312 on sheet C-092), Sheet C-053 shows ARV Vault (Item #343 on sheet C-092), Sheet C-053 shows Reuse Meter Station (Items#703 on sheet C-094). Can mech and structural details be provided for these vaults? R-1. Refer to Addendum 6, Item 6-91 for details on the 42" EQ and PFS Influent Valve Vaults for pre -cast concrete vaults. Refer to Addendum 6, Item 6-92 for the 12" RF valve vaults. Refer to Addendum 3, Item 3-55 for the ARV Vault Detail. Refer to Addendum 6, Item 6-117 for the Reuse Meter Station. Q-2. Sheet C-052 Note 6 has two each valve vaults on the 42" Influent line to the EQ & PFS Tanks. Can you please provide a detail of this vault and the connection of the butterfly valves to the Hobas pipe. The valves include motor operators; do we need extended bonnets to get the operators above grade? Do we need hatches or manholes covers in the top of the vault for access? Do we need some type of coupling so the valves could be removed in the future? Please confirm if the connection to the Hobas pipe is a flanged connection, the valve schedule does indicate the valves are flanged. R-2. Refer to Addendum 6, Item 6-91 for vault details and valve connection details. See Note 6 on Sheet C-052 for vault details. Clarification — the valves shall be plug valves not butterfly valves. Extended bonnets are not required. Q-3. On Sheet C-073 on the profile for 48 IN BETWEEN PTU & DIST BOX at Station 1+58.12, a 90 degree bend is required with an ARV. Can you please provide a detail for the installation of this ARV. Is there a precast structure to house the ARV or is it just routed to be above grade. Also, what size ARV is required. R-3. Provide stand pipe in lieu of ARV. Refer to Addendum 6, Item 6-75 and 6-76. Q-4. What type of flanged bolt and gasket kit are to be used for section 43 32 69 chemical feed system? R-4. Bolts shall be per specification section 43 40 01. Gaskets shall be per specification section 40 05 31.11 issued in Addendum 4. The 12/D/SS was issued in Addendum 1 Q-5. Sheets C-052 through C-059 have note callouts for Permanent Guard Posts and Removable bollards. Can you confirm that these callouts encompass all the bollards/guard posts on the project/ There seems to be some discrepancy in a few locations on the bollard counts and where they are shown. For example, Sheet C-054 calls for 16 bollards around the HVAC equipment pad. Sheet C-114 shows additional proposed bollards that were not called out on C-054. Could a complete bollard and guard post count be provided, or added to the yard pipe coordinates table or provide a new coordinates table? R-5. Not all bollards are shown in all places. Contractor shall review civil and mechanical drawings to see full list of bollards required. In general, the paving and mechanical drawings show bollards more than yard piping drawings. In this example, refer to both C-1114 and M-300 for location of bollards. A-6 1 of 13 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-6. General Note D on sheets S-590 and S-595 call for waterproofing. Does the Ferric Sulfate and Carbon Storage foundations require waterproofing? The waterproofing is not shown with a keynote like other structures. R-6. Waterproofing is not required at S-590 and S-595. Refer to Addendum 6, Item 6-99 and 6-101. Q-7. Keynote 108 on sheets S-592 and S-598 call for sheet metal roof type RT-03 and wall panel System WT -04 at the Ferric Sulfate and Carbon Storage Areas. None of the plans show any wall panels. Please confirm there are no wall panels at these structures. Please also confirm the roof is just to be composed of metal decking. Roof Type RT-03 is for standing seam metal roofing over metal decking and the plans for these structures do not indicate any standing seam roof panels are needed. R-7. The sheet metal roof RT-03 are to be applied at these buildings, and wall panel WT -08 systems are to be applied to the outside face of the girts shown on the elevations. Standing seam roofs are to be applied over the metal deck. Refer to Addendum 6, Item 6-100 and 6-102. Q-8. Add #2, Sheet C-060 references structural drawings and M-1200 series drawings for the Overhead Cage Support for the 12" ALP line over the road. I cannot find the Structural drawings for this overhead cage, can they be provided? R-8. Refer to Addendum 6, Item 6-83 and 6-84. Q-9. Xypex Coating is referenced on drawings S-325 and S-655. Will Xypex be required on all below grade liquid holding structures? Will Xypex Admix C-500NF be allowed in place of the Xypex Coatings? R-9. Use Xypex coating as specified. Xypex Coating is only required where indicated on plans. For water -retaining structures where the interior faces of the walls are exposed to water pressure, waterproofing should not be applied to the exterior surface. Waterproofing is typically intended for below -grade walls enclosing occupied spaces. Q-10. Will construction joints be allowed above and/or below corbels at the PTU building? R-10. Construction joints are allowed. Any construction joints below the waterline (of wet areas inside the building) will need waterstops. Q-11. We have reviewed the above referenced project for 2 RDT units. We have the following items that will need clarification. They are as follows: -The spec calls for the RDT units to be fabricated of type 316 SS, but there are several areas where they mention type 304L SS. Floc tank, support frame and covers, woven wire mesh drum, solids discharge hopper. We need to find out if 316 SS or 304 SS is required for this project. We would provide the entire unit in one or the other stainless steel. -They specify a normal operation of 300 GPM with a maximum capacity of 400 GPM. We would provide the performance testing at normal operation, NOT at maximum capacity. -Not sure where they got their floc tank mixer spec from, but it is not at all anything that we would supply. It appears to be for a large tank mixing system as they have specified Philadelphia or Chemineer. We will take full exception to this section and provide our standard floc mixer. -We want the sludge conditioning system (mixing valve) to be installed at one of the three locations, 15 ft, 30 ft or 45 ft in front of the unit. Pipe spools of proper size will occupy the remaining two (2) locations. Pipe spools to be provided and installed by installation contractor. It does not appear that their piping accounts for this. R-11. 1) The RDT drum shall be 316 SS. Other components are specified as 304 SS. Manufacturer can supply 316 SS in lieu of 304 SS. Unless otherwise specified, all A-6 2 of 13 CPN 001239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A other welded components shall conform to the material requirements identified in the specifications. 2) The performance criteria requirement specified in Section 44 46 26.03 paragraph 2.03.B.2 for normal operation is acceptable at 300 GPM. The performance testing shall also be conducted at maximum capacity of 400 GPM and field observation results shall be recorded for reference. Refer to Addendum 6, Item 6-61 for revised design criteria table. 3) The RDT manufacturer is required to meet the flocculation tank mixer specification. If any exception to the specification is proposed, the RDT manufacturer shall submit Section 01 25 00 Substitution Procedures to request exceptions to the specification. 4) Refer to Sheet 1-1230, Note 3, and Sheet M-1212 for the required configuration and installation details of the sludge conditioning system and associated piping. Q-1 2. Would it be possible to submit with the bid the "preliminary" major subcontractors and equipment, and post bid, within 24 hours, the "final" major subcontractors and suppliers? Due to the last minute nature of this information, this has become common in the industry so that the estimating teams can focus on pricing. Thank you R-12. Equipment and subcontractor list is due at time of Bid Opening. Q-13. What wall type is to be used at the Washdown Room (#101) on sheet A-710? R-13. The CMU partitions labeled "M8N" are intended to be "M8". Refer to Addendum 6, Item 6-106. Q-14. Sheet A-766 does not list wall type "A8" but it is shown at the Lab walls on Sheet A-742. R-14. Partitions listed as "A8" are intended to be "A6". Refer to Addendum 6, Item 6-108. Q-15. Notes on S-803 "028" & S-806 "028" call for wall type "WT -04. WT -04 on A-340 indicates CMU with metal wall panel. The UV Structure is an open air structure with no CMU. Please confirm that correct wall type for the UV disinfection canopy. R-15. The note should read thus: "028 PEMB SHEET METAL WALL PANEL: WT -08. WIND GIRTS AND WALLPANEL BY PEMB SUPPLIER." Refer to Addendum 6, Item 6-119. Q-16. Notes on S-805 "014" & S-806 "014" call for roof type "RT-03. RT-03 on A-341 indicates a structural steel building w/ standing seam roof. The UV Structure is PEMB not structural steel. Please confirm that correct roof type for the UV disinfection canopy. R-16. The note should read thus: "014 PEMB SHEET METAL ROOFING: RT-04." Refer to Addendum 6, Item 6-5. Q-17. Note on S-592 "108" calls for type RT-03 roof and WT -04 wall panels. Please confirm correct roof & wall types, as WT -04 corresponds to a CMU structure, and the ferric sulfate tank is an open air structure. R-17. Roof panel RT-03 is correct. The wall panels at canopies are to be WT -08. Refer to Addendum 6, Item 6-100. Q-18. Note on S-599 "108" calls for type RT-03 roof and WT -04 wall panels. Please confirm correct roof & wall types, as WT -04 corresponds to a CMU structure, and the Micro C/Carbon storage tank is an open air structure. R-18. Roof panel RT-03 is correct. The wall panels at canopies are to be WT -08. Refer to Addendum 6, Item 6-103. A-6 3 of 13 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-19. Note on S-1313 "108" calls for type RT-03 roof and WT -04 wall panels. Please confirm correct roof & wall types, as WT -04 corresponds to a CMU structure, and the sodium hypochlorite is an open air structure. R-19. Roof panel RT-03 is correct. The wall panels at canopies are to be WT -08. Refer to Addendum 6, Item 6-129. Q-20. A-736 note "318" refers to structural drawings for the metal trellis. Please provide these drawings. R-20. Refer to Addendum 6, Item 6-107. Metal trellis design is shown on A-759. Q-21. Please provide specification for sun blades at the operations building. R-21. The "sun blades" indicated in the operations building drawings as Keynote 301 is also identified as "SUN CONTROL/ SHADE" on A-746 are specified in Section 08 44 13; 2.04 as "SUN CONTROL" and are part of the curtain wall system BOD in 2.03. Q-22. Please approve alliance steel as a PEMB manufacturer. R-22. Substitution Procedures are defined in Section 01 25 00. Q-23. PTU - Section G/S-320 shows Cast -In -Place Stairs at the Section Cut. Keynote 017 on Sheet S- 312 states Aluminum Stairs, RE: Detail Series 0551-001. Are these C/P Stairs or Metal -Pan In fill? R-23. Refer to Addendum 4, Item 4-50 and 4-51. Q-24. Several specifications reference Section 01 60 00 however, this specification cannot be located in the bid documents. Please provide, thank you. R-24. References to Section 01 60 00 are replaced with Section 01 61 00. Refer to multiple items in Addendum 6. Q-25. Section 43 11 12, 1.01.A.3.1 Provide external harmonic filter, if required to meet the requirements of IEEE 519. 2.04.H. I Provide standalone harmonic filters to comply with IEEE 519. Question) We kindly request your approval to proceed with the internal harmonic filter, which offers benefits including reduced overall footprint, elimination of external electrical cabling, and lower installation costs. R-25. Internal harmonic filter is acceptable provided it meets all the performance requirements of the specification and blower enclosure does not exceed specified maximum dimensions. Refer to Addendum 6, Item 6-58. Q-26. Section 43 11 12, 1.08.8.1 Note that a space heater in the enclosure is required for each blower unit. Question) Please note that a space heater is not required for our standard blower design. R-26. Provide enclosure space heater as specified. Q-27. Section 43 11 12, 2.03. Motors A. Controllers, Electrical Devices, and Wiring: Comply with requirements for electrical devices and connections specified in Division 26 Sections. Question) Blowers will be supplied with our standard high-speed Permanent Magnet Synchronous Motor (PMSM), designed to operate on 460/480V, 3 -phase, 60 Hz input power to the VFD. The blower manufacturer's standard VFD from KEB, integrated into the blower package, will be provided. R-27. This is acceptable. A-6 4 of 13 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-28. Section 43 11 12, 2.04 Instrumentation and Control B. All instrumentation, control and electrical components provided under this Section shall comply with the requirements on the Drawings and Division 26 and 40 Sections. Question) We kindly request your approval to provide the blower manufacturer's standard instrumentation to ensure reliable operation and proper control, as integral components of the blower package. R-28. Provide the instrumentation as specified in Section 43 11 12. Q-29. Section 43 11 12, 2.04. C Panels, Material - 316SS Question) We kindly request your approval of our blower local control panel, which is NEMA 12 rated and integrated within the carbon steel blower enclosure, rated NEMA 3R. This arrangement has been specifically designed to ensure proper ventilation and thermal management of the VCP, enabling reliable operation within ambient temperatures ranging from 10°F to 122°F. Kindly confirm whether this configuration is acceptable for the project requirements. R-29. NEMA 12 is acceptable. Refer to Addendum 6, Item 6-58. Q-30. Section 43 11 12 2.04. E. 3. d Sensors, transmitters, and alarm for monitoring the following parameters: 1) Inlet air temperature 2) Outlet air temperature 3) Inlet air pressure 4) Outlet air pressure 5) Air flow rate reported in icfm, acfm, and scfm 6) Bearing temperature 7) Vibration Question) The rated air flow will be calculated by the blower PLC using a thermodynamic flow calculation based on the following sensing equipment provided within the blower package: Speed Power Temperature (inlet and discharge) Pressure (inlet and discharge) Ambient conditions Accordingly, dedicated sensors and transmitters for direct air flow measurement are not required. The blower is also equipped with an embedded position sensor within the magnetic bearing assembly (eliminating the need for a separate vibration sensor), which provides unbalance and displacement readings for the motor. This integrated monitoring system enables realtime assessment of rotor position, ensuring safe and reliable blower operation. R-30. The blower features shall be provided as described in specification Section 43 11 12. Q-31. Section 43 11 12, 2.05.A.3.a Provide each enclosure with a flanged connection to exhaust motor cooling air. Ingesting the motor cooling air exhaust into the compressor will not be accepted. Question) We kindly request your approval to proceed with our standard turbo blower cooling system, which is fully integrated within the blower enclosure and exhausts the motor cooling air into the blower as process air. This configuration does not reject heat to the surrounding environment. As such, the blowers do not require an external cooling fan or ducting to exhaust hot air outside. R-31. Refer to Addendum 6, Item 6-58. A-6 5 of 13 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-32. Section 43 11 12, 2.04. E. 2. a PLC shall be either Modicon (Schneider Electric Modicon M340H or M580H series) and shall include a Modbus TCP/1P Ethernet connection. Question) We kindly request your approval to proceed with our standard blower local control panel (LCP), equipped with an Allen-Bradley CompactLogix PLC, which has been optimized to suit our blower design. The Blower Master Control Panel will be supplied with a Modicon M340H PLC, which will communicate with the blower LCP via Modbus TCP. R-32. Provide Modicon local control panel and PLC as specified. The master control panel shall be Modicon as specified. Q-33. Section 43 11 12, 2.04.E.2.d Provide Managed Ethernet Switch in the Control Panel for connecting to the Ethernet Process Control System Network. Switches shall be industrial harsh environment DIN rail type by Hirschman RSP30 or RSP35 series, or Extreme Networks. No others approved. Question) An unmanaged Ethernet switch (blower manufacturer standard) is recommended for the blower local control panel (LCP) to avoid potential IP address conflicts with internal devices. The Blower Master Control Panel (MCP) will be equipped with a managed Ethernet switch. Kindly advise if this configuration is acceptable. R-33. This is acceptable. Q-34. Section 43 11 12, 2.07. C. I Provide self -powered, electric actuated blow off valve specified in Div 40 27 02 to allow unloaded start-up and stop. 2.07. C. 3. Blow off valve shall be integral to the packaged blower as a self-contained unit. Question) Our blower package is designed with an electro-pneumatically actuated blow -off valve, with the associated silencer installed external to the blower enclosure. Please confirm whether this arrangement is acceptable for the project requirements. R-34. Refer to Addendum 6, Item 6-58. Q-35. Section 43 11 12, 2.07.D Discharge Cone The discharge cone shall have a flanged side -out for direct bolting to the blow -off valve. The discharge cone shall be located within the sound enclosure. Mounting of the cone outside of the enclosure will not be accepted. Question) Due to the compact design and space limitations of the blower enclosure, the discharge cone will be mounted externally on top of the enclosure. This arrangement will not affect the functionality or performance of the system. R-35. Refer to Addendum 6, Item 6-58. Q-36. EQ & PFS tanks - Note 8 on M-200 says to paint all exterior concrete surfaces above grade. Question: Wouldn't exterior coatings of the tanks be covered by tank contractor as specified in Part 2.01 in section 33-16-13.15? R-36. Exterior tank coatings shall be in accordance with Section 33 16 13.15. Refer to Addendum 6, Item 6-85. Q-37. Please confirm that all structural steel for roof framing, including joists, is to be galvanized finish and does not require any final coatings in the field. R-37. Galvanized is correct. Paint over galvanizing where indicated on architectural drawings. A-6 6 of 13 CPN 001239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-38. INSTRUMENTATION SYSTEM- 40 75 00.01 - LIQUID ANALYTICAL INSTRUMENTS Can In -Situ Chemscan's 7300 Controller be an approved manufacturer for 2.04 Analyzer Controller ? Can In -Situ Chemscan's WaterTech pH8000 pH probe be an approved manufacturer for 2.05 analyzer sensor pH? Can In -Situ Chemscan's UV -2250/N Analyzer Ammonia & Nitrate analyzer with filterwand be approved for 2.06 ANALYZER - SENSOR/CONTROLLER - AMMONIA MONOCHLOROMINE? Can In -Situ Chemscan's WaterTech Redox8000 ORP sensor be approved for 2.08 ANALYZER - SENSOR - OXIDA TION REDUCTION POTENTIAL (ORP) ? Can In -Situ Chemscan's RDOX DO sensor be approved for 2.09 ANALYZER - SENSOR — DISSOLVED OXYGEN? Can In -Situ Chemscan's TurbiTech TSS sensor be approved for 2.10 ANALYZER - SENSOR - TOTAL SUSPENDED SOLIDS (TSS) - LIQUIDS? Can In -Situ Chemscan's WaterTech Filterwand be approved for 2.12 ANALYZER — SENSOR - BASIN IMMERSION ASSEMBLY ANALYZER? Can In -Situ Chemscan's TurbiTech D -ISO turbididty sensor be approved for 2.13 ANALYZER - SENSOR - TURBIDITY? Can In -Situ Chemscan's UV -2250/N Analyzer Ammonia & Nitrate analyzer with filterwand be approved for 2.14 ANALYZER — SENSOR — AMMONIA & 2.17 ANALYZER — NITRATE? Can In -Situ Chemscan's Mini oP analyzer with filterwand be approved for 2.16 ANALYZER — ORTHOPHOSPHATE? R-38. Substitution Procedures are defined in Section 01 25 00. Q-39. Addendum I mentioned that spec 12 35 53.13 would be provided in a forthcoming addendum. Has then been issued yet? R-39. Section 12 35 53.13 was included in the original Bid Documents. Appendix I and II were included in Addendum 4. Q-40. Please remove approved product list- section 40 05 36 from the specification and update with the latest version. R-40. Refer to Section 40 05 36 for approved product list. Substitution Procedures are defined in Section 01 25 00. Q-41. Regarding Sodium Hypochlorite Structure: Please confirm there are no wall panels at this structure. Notes on sheet S-1303 indicate wall panels, but none are shown. Please also confirm the roof is just to be composed of metal decking. Roof Type RT-03 is for standing seam metal roofing over metal decking and the plans for these structures do not indicate any standing seam roof panels are needed. R-41. Roof panel is RT-03. Wall panels at canopies are to be WT -08. Refer to Addendum 6 Item 6-129. Q-42. Regarding Electrical Canopy Structural Details: The mechanical drawings for the Odor Control System call out Electrical Canopies and refer you to the structural drawings, but none are shown on the structural plans. Please provide details on these canopies. R-42. Refer to Addendum 4, Item 4-36. Q-43. Is a specification available for the precast double tees? R-43. Refer to specification 03 40 00 for details. A-6 7 of 13 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-44. Please provide the prospective Bidders with access to the AutoCAD file(s) that were utilized to develop the 05 -Site Civil Grading, Paving, and Drainage Plan and Proposed Site Plan improvements. Please clarify if the prospective Bidders will be required to execute any electronic media release agreements prior to accessing the requested information. R-44. AutoCAD files will be shared with the selected General Contractor and will not be shared during the advertisement phase. The selected General Contractor will be required to sign an electronic media release agreement prior to receiving files. Q-45. Drawing Number C-055 shows a Reuse Meter Station near the Non -Potable Water & Reuse Pump Station however there are no construction drawings indicating how this station is to be built. Please provide details for this station. R-45. Refer to Addendum 6, Item 6-117. Q-46. On sheet M-850 1. Call out on drawing for 10" BFV(TYP 5) — these are called out as 8" on the valve schedule. What is the correct size? 2. Call out on drawing for two 8" check valves and two 6" check valves. Valve schedule have all four as 8". What is the correct size? 3. P&ID missing line with valve RSW01-T01-BGV11, valve is also not on valve schedule 4. P&ID call four of the vertical turbine lines out as 8". Drawings show two 6" lines and two 8" lines. Missing one of the 8" lines. What are these correct sizes? 5. P&ID call out 16" BFV on the header pipe but nothing shown on the drawings and not on valve schedule. Should this valve be there? R-46. 1) Refer to Addendum 3, Item 3-78. 2) Refer to Addendum 3, Item 3-78. 3) Refer to Addendum 3, Item 3-78. 4) Refer to Addendum 3, Item 3-78. 5) Refer to Addendum 4, Item 4-98. Q-47. Note C on Sheet S-603 refers to A-305. Please provide sheet A-305. R-47. Wall types and roof types are listed on A-340 and A-341. Refer to Addendum 6, Item 6- 1. Q-48. There are two completely different type of pipe supports called out on sheet M-601 for the 24"ALP line. Which should be used? Also some are called w/o u -bolts but are all shown different on section view on sheet M-606. R-48. Refer to Addendum 6, Item 6-104 and Item 6-105. Q-49. Can the MES spec 46 53 49 -PSI be provided? It was referenced in the addenda and the original drawings referencing what the Membrane supplier will be supplying but it is not part of the project spec book. RE: Note 13 Sheet M-601 R-49. Refer to Addendum 4, Item 4-16. Q-50. The pipe supports for the 4" ductile iron are shown on sheet M-801 as detail 4000-356 which is a detail for air piping. Can detail 4005-500 be used for this ductile iron pipe support? R-50. Refer to Addendum 6, Item 6-116. Q-51. Per Specification Section 03 30 00, Paragraph 3.07.A.6.c. 1, the exterior wall surface corewall shall be sandblasted. This is typical for an AWWA DI10, Type I tank. The Type 111 tank includes a steel diaphragm on the exterior of the tank wall, sandblasting is not typical, nor recommended. Please confirm this requirement may be removed. R-51. Sandblasting is not required. Refer to Addendum 6, Item 6-45. A-6 8 of 13 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-52. Per Specification Section 03 30 00, Paragraph 3.07.A.6.c.2, the exposed edge of the roof must have a Type W-5 finish. The upper portion of the roof shall have a light broom finish and the vertical face shall have a shotcrete natural gun finish matching the tank wall finish. Please confirm these are acceptable in accordance with Specification Section 33 16 13.15, Paragraph 3.02.D.4. R-52. For prestressed tanks, a Type W-5 finish is not required. The roof finish shall comply with Section 33 16 13.15 paragraph 3.02.D.4. Q-53. Specification Section 33 16 13.15, Paragraph 1.03.C does not include values for the sludge tanks. Please provide the same set of design criteria listed in this paragraph for the 2 sludge tanks including unit weights, if different, for each sludge tank since sludge concentrations are different. R-53. Sludge tanks are cast -in -place structures and are not prestressed tanks. Q-54. Specification Section 33 16 13.15, Paragraph 1.03.C.2.h. indicates the EQ and PF footing bearing pressure is limited to 2,500 PSF. Sheet S -G102 and Section 5.1 of the Geotechnical Report indicates the net allowable bearing pressure is 6,600 PSF. Please confirm 6,600 PSF bearing pressure for the PF and EQ tanks is acceptable for use in the design of the foundation. R-54. 6,600 PSF bearing pressure is acceptable. Refer to Addendum 6, Item 6-50. Q-55. Specification Section 33 16 13.15, Paragraph 1.03.C.2.k. indicates an overflow design capacity of 5,570 CFM. As the overflows are sized differently between the EQ and PF tanks, please provide the overflow rate for both tanks. R-55. Refer to Addendum 6, Item 6-50. Q-56. Per Specification Section 33 16 13.15, Paragraph 3.01.8, please confirm who is responsible for inspecting the sub grade under the prestressed tanks. R-56. The Owner (City) will have a special inspector hired for this inspection effort. Q-57. Per Specification Section 33 16 13.15, Paragraph 3.03.A, please confirm the prestressed concrete tanks do not need to be disinfected. R-57. Prestressed concrete tanks do not require disinfection. Q-58. Per Specification Section 40 46 16, Paragraph 2.01, A, Table 1, please confirm the prestressed concrete sludge tanks should be included in this chart. R-58. Protective coatings defined in Section 40 46 16 are not required for the sludge holding tanks. These tanks are cast in place. Q-59. Specification Section 46 46 23 and Sheet M-209 states the tank manufacturer shall provide and is responsible for the design of the washdown system. Please confirm the intent is such that the tank manufacturer shall coordinate the design of the washdown system with the manufacturer to verify the nozzles, piping and skid pump all operate correctly to wash down the tank as prescribed. R-59. Tank manufacturer shall coordinate with the washdown system manufacturer to verify that the nozzles, piping, and skid pump operate effectively to wash down the tank per the tank's dimensions, layout, and geometry as prescribed. The tank manufacturer shall submit washdown system information per specification Section 46 46 23 as part of the overall tank package. A-6 9 of 13 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-60. Per Sheet M-200, Section 2 and 3, there is a note requiring protective coatings at openings. Please confirm if this is the coating per Specifications Section 40 46 16 and what the extent of the coatings at the openings shall be. R-60. Protective coating at penetrations and hatches shall be applied in accordance with Note 7 on M-200. Interior concrete coating shall match and be continuous with the dome interior coating and the exterior, exposed curb concrete shall be coated to match and be continuous with the tanks' exterior coating system. Q-61. Per Sheet M-200, Section 3, and Sheet M-210, Section 1 please confirm the vacuum relief damper may be mounted directly to the concrete curb and no roof penetration sleeve is required. The GRSI dampers are typically rectangular and not flanged connections. R-61. GRSI can be mounted to a roof curb or to a flat surface with a flashing flange in accordance with manufacturer installation requirements. Penetration sleeve is not required. Curb shape may be round or rectangular based on manufacturer mounting requirements. Contractor to coordinate with GRSI or approved equivalent manufacturer and with the pre -stressed tank supplier to ensure proper dome opening and recommended mounting and installation. Refer to Addendum 6, Item 6-85. Q-62. Per Sheet M-204, Section A, the piping to the tank mixing nozzles is at a FL EL of 789.00. With a PF and EQ tank finish floor elevation of 788.00, the tank manufacturers need a minimum of 24 inches between the finish floor and the flow line to accommodate the floor wall connection and efficient prestressing for the lower portion of the wall. Please confirm increasing the flow line to a minimum elevation of 790.00 is acceptable. R-62. Refer to Addendum 6, Item 6-88. Q-63. Sheet M-210 has a 6/SW/PVC leader along the western side of the tank not pointing to anything. Please confirm this leader is misplaced. R-63. Refer to Addendum 6, Item 6-89. Q-64. Sheet M-212, Section C and Sheet M-223, Section E indicates the OF WSEL is 822.00. Throughout the documents the Max Operating WS Elevation is 821.00. Please indicate the significance of this elevation. R-64. The maximum normal water surface elevation to be stored within the tank is 821.00. During overflow conditions, the water surface elevation may rise to 822.00. Q-65. Sheet M-212, and throughout the documents, vertical pipe support spacing values based on pipe diameters are listed throughout the EQ and PF documents. Please confirm these are maximum spacing requirements and the supports may be designed and spaced accordingly by the tank manufacturer. R-65. Pipe support distances shown are for maximum spacing, refer to Note 5 on M-200. Refer to Section 40 05 15 or respective pipe material specifications for support requirements. Q-66. Per Sheet M-1110, please provide minimum anchorage required or loadings for the aluminum access platform. R-66. The aluminum (AL) access platforms, stairs, and their anchorages are part of a delegated design. Refer to Note I on Structural Sheet S-1101. Q-67. Per Sheet M-1114, please confirm no interior manway ladder is required in the sludge holding tanks to facilitate access. R-67. Interior manway ladder is not required for the sludge holding tanks. A-6 10 of 13 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-68. Sheet E202, Note I and Sheet E1212, Note I both indicate the grounding ring shall be bonded to the tank slab structural rebar. Per A WWA D 110 Section 5.16, electrical grounding to any part of these tanks is strictly prohibited. Please remove this requirement. R-68. Refer to Addendum 6, Item 6-141 regarding E-202. Sludge holding tanks on E-1212 are CIP. Q-69. Per the Geotechnical Report, Section 2.3 and Section 5.3, please confirm the EQ and PF storage tank center sumps need to be designed to resist hydrostatic uplift and what elevation to design to. R-69. Yes, the tank center sumps need to be designed to resist hydrostatic uplift up to grade elevation. Q-70. Spec 2.04- A- 22 Type V150 Knife Gate Valves 24 Inches and Smaller: Can Pratt be approved as a supplier for these valves? R-70. Substitution Procedures are defined in Section 01 25 00. Q-71. Spec 2.04- A- 23 Type V155 Knife Gate Valves 30 Inches and larger: Can Pratt be approved as a supplier for these valves? R-71. Substitution Procedures are defined in Section 01 25 00. Q-72. Spec 40 27 02-31 Section 2.05 Electric Operators 120Volts: Can EIM be approved as a supplier for these actuators? R-72. Substitution Procedures are defined in Section 01 25 00. Q-73. Spec 40 27 02-34 Section 2.05C Electric Operators 480V: Can EIM be approved as a supplier for these actuators? R-73. Substitution Procedures are defined in Section 01 25 00. Q-74. Spec 40 27 02 -Section G4E Type V732 Pressure Relief Valve 3: Can Pratt be an approved supplier for these Air Relief Valves? R-74. Substitution Procedures are defined in Section 01 25 00. Q-75. Spec 40 27 02 -Section G5C Type V740 Air and Vacuum Valve 1/2" to 16": Can Pratt be an approved supplier for these Air Relief Valves? R-75. Substitution Procedures are defined in Section 01 25 00. Q-76. Please ref. 03 30 00 section 1.03.1. Can the 3' minimum dimension for mass concrete be increased to greater than 4 feet? R-76. The minimum dimension shall be per Section 03 30 00 paragraph 1.03.1. Q-77. For gates with tag IDs BDB01_C01_SG01, BDB01_C02 SG01, BDB01_C03 SG01, and BDB01_C04_SG01, the schedule calls for an invert elevation of 765.58'; however, the plans show an invert elevation of 770.33', creating a discrepancy. Please confirm which invert elevation you would like us to refer to? R-77. Refer to Addendum 6, Item 6-69. Q-78. For gates with tag IDs 20-FV-209-1, 20-FV-209-2, 20-FV-209-3, and 20-FV-209-4, the schedule calls for a 48" x 60" opening; however, the plans show a 48" x 48" gates. Please confirm the gate size. R-78. Refer to Addendum 6, Item 6-69. A-6 11 of 13 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-79. Gates RS01_B01_SG01 and RS01_B01_SG02 are not shown on the plans; however, Sheet M- 650 shows gate tag ID RS01_B01_SG11, whose invert elevation does not match with that mentioned in the schedule. Please confirm the correct tag IDs and elevations for these sets of gates. R-79. Refer to Addendum 6, Item 6-69. Q-80. For stop logs, Spec Section 35 20 16.25, 2.07, calls for stainless steel material; however, the schedule calls for aluminum. Please confirm if you require Stainless Steel or Aluminum stoplogs. R-80. Refer to Addendum 6, Item 6-52. Q-81. The 2 qty. stop logs at distribution box are identified as "installed" in schedule; therefore, they are assumed to be existing and will be excluded from our scope of supply. Please confirm if this is the case or if new logs are required for these two sets? R-81. In the stop log schedule, "installed" means the stop logs will be permanently installed. It does not mean "existing." New stop logs are required for all stop logs listed in the stop log schedule. Q-82. The installation depths shown on the plans differ from the stop log sizes listed in the schedule. Please confirm whether the frame height should be based on the opening size indicated in the schedule, or as per the plans. We will size the stop log height based on the required design head. R-82. Refer to Addendum 6, Item 6-70. Q-83. For the stop log at PTU — Coarse Screen Effluent Channel, the schedule mentions a size of 60" x 68'; however, the plans show an opening of 5'-10" x 8'-9". Please confirm the correct stop log size. R-83. Refer to Addendum 6, Item 6-70. Q-84. Can AV-Tek Model 5500 air release valve be approved (visit https://avtekvalves. com/storage/2022/03/AvTek-5500-Series-Valves-PDF-v3-compressed. pdf)? R-84. Substitution Procedures are defined in Section 01 25 00. Q-85. Can AV-Tek Model 160 be approved for the V511 butterfly valves (visit https://avtekvalves. com/storage/2022/03/AvTek-General-Service-Butterfly-Valves-FINAL- comoressed.pdf)? R-85. Substitution Procedures are defined in Section 01 25 00. Q-86. Can AV-Tek Model DEX be approved for the V500 butterfly valves (visit https.//avtekvalves.com/wp-content/uploads/2025/08/AVTEK-Dex-PDF Web-CODy.pdf)? R-86. Substitution Procedures are defined in Section 01 25 00. Q-87. As a contractor with experience designing and constructing multiple AWWA D 110 prestressed concrete tank core wall types, we believe it is in the best interest of the Owner to allow all A WWA D110 corewall construction methodologies. Please confirm whether AWWA D110 tanks utilizing different core wall construction methodologies are acceptable, provided they meet all structural, durability, and performance requirements of the Contract Documents. R-87. Tank construction shall be as specified in Section 33 16 13.15. Q-88. Casework spec mentions the following items, FAK, LFE, PTD, SEC, and SKT. These are not shown in the drawings. Please confirm that these items are required and how many of each item is required in the lab. R-88. These are required. Provide one of each per Section 12 35 53.13. A-6 12 of 13 CPN O01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT A Q-89. Please strongly consider extending the submission deadline at least two weeks. R-89. Refer to Addendum 5 for revised bid date. Q-90. The operations building shows Lab Casework. Spec 12 35 53.13 calls for metal casework, but what's shown at the lab appears to be wooden casework. Is there any metal casework on this project? R-90. Laboratory Casework — as called out via keynotes 404, 405, 406, and 407 — is all Metal Laboratory Casework, per spec 12 35 53.13. The other cabinetry — keynotes 430, 431, 432, 433 — is all plastic laminate Architectural Wood Casework per spec section 06 41 00. A-6 13 of 13 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 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 6-1: Addendum No. 4, Item 4-75: Plans, Sheet S-603, MEMBRANE TANKS (Seq. 639 of 1525) Refer to ATTACHMENT 4-26. Refer to General Note C. Replace "A-305" with "A-340 AND A-341" Item 6-2: Addendum No. 4, Item 4-82: Plans, Sheet M-800, UV — TROJAN SIGNA UPPER PLAN (Seq. 874 of 1525) Refer to ATTACHMENT 4-28. Refer to notes and add the following: "11. CONTRACTOR SHALL COORDINATE WITH PRECAST VAULT MANUFACTURER TO FURNISH AND INSTALL A PERMANENT ACCESS LADDER WITH FALL PROTECTION IN THE PRECAST CONCRETE VAULT IN ACCORDANCE WITH DETAIL 0551-142A. 12. PROVIDE STAINLESS STEEL LADDER UP BY BILCO OR APPROVED EQUAL AT ACCESS HATCH OVER THE LADDER. 13. CONTRACTOR SHALL COORDINATE WITH PRECAST VAULT MANUFACTURER TO FURNISH AND INSTALL TWO 4" GOOSE -NECK VENTS AT THE PRECAST CONCRETE VAULT IN ACCORDANCE WITH DETAIL 2337-803. VENTS SHALL BE LOCATED AT OPPOSING CORNERS OF THE PRECAST CONCRETE VAULT." Replace "10'-6" L" on the precast concrete vault callout with "11'-4" L." Replace "FF EL 761.00" on the mixer vault detailed plan at elevation 766.00 with "FF EL 760.00." Replace "EDGE OF SUMP EL 760.83" on the mixer vault detailed plan at elevation 766.00 with "EDGE OF SUMP EL 759.83." Refer to 2'-6" x 2'-6" ACCESS HATCH BILCO MODEL NO. J-2AL OR ENGINEER APPROVED EQUAL (TYP 2). Remove "MODEL NO. J-2AL." from the callout and replace with "304 SS". Refer to 60" x 60" ACCESS HATCH BILCO MODEL NO. JD-4ALH2O OR ENGINEER APPROVED EQUAL (TYP 2). Remove "MODEL NO. JD-4ALH2O." from the callout and replace with "304 SS". A-6 1 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-3: Addendum No. 4, Item 4-83: Plans, Sheet S-801, UV — FOUNDATION PLAN (Seq. 887 of 1525) Refer to ATTACHM ENT 4-29. Remove this sheet in its entirety and replace with ATTACHMENT 6-1. Highlights of the changes include: 1. Added bird control and underslab encasement notes. 2. Adjusted fill hatch pattern. 3. Removed wall opening. Item 6-4: Addendum No. 4, Item 4-84: Plans, Sheet S-802, UV — UPPER LEVEL PLAN (Seq. 888 of 1525) Refer to ATTACHM ENT 4-30. Remove this sheet in its entirety and replace with ATTACHMENT 6-2. Highlights of the changes include: 1. Revised linework. 2. Extended walls. 3. Fixed keynote misalignment with symbols. Item 6-5: Addendum No. 4, Item 4-85: Plans, Sheet S-805, UV — SECTION (Seq. 891 of 1525) Refer to ATTACHM ENT 4-31. Remove this sheet in its entirety and replace with ATTACHMENT 6-3. Highlights of the changes include: 1. Updated wall and roof type references. 2. Revised linework. Item 6-6: Addendum No. 4, Item 4-86: Plans, Sheet S-808, UV — SECTIONS (Seq. 894 of 1525) Refer to ATTACHMENT 4-32. Remove this sheet in its entirety and replace with ATTACHMENT 6-4. Highlights of the changes include: 1. Extended end wall and slab. A-6 2 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-7: Addendum No. 4, Item 4-87: Plans, Sheet S-809, UV — SECTIONS (Seq. 895 of 1525) Refer to ATTACHMENT 4-33. Remove this sheet in its entirety and replace with ATTACHMENT 6-5. Highlights of the changes include: 1. Extended end wall and slab. Item 6-8: Addendum No. 3, Item 3-3: Plans, Sheet E-1204, MCC -1200-1A AND MCC -1200-1B ONE -LINE DIAGRAM (Seq. 1330 of 1525) Refer to ATTACHMENT 3-2. Remove this sheet in its entirety and replace with ATTACHMENT 6-6. Item 6-9: Addendum No. 3, Item 3-4: Plans, Sheet E-1205, MCC -1200-1A ONE -LINE DIAGRAM (Seq. 1331 of 1525) Refer to ATTACHMENT 3-3. Remove this sheet in its entirety and replace with ATTACHMENT 6-7. Item 6-10: Addendum No. 3, Item 3-5: Plans, Sheet E-1206, MCC -1200-1B ONE -LINE DIAGRAM (Seq. 1332 of 1525) Refer to ATTACHMENT 3-4. Remove this sheet in its entirety and replace with ATTACHMENT 6-8. Item 6-11: Addendum No. 3, Item 3-7: Plans, Sheet E-1211, SOLIDS AREA SITE PLAN (Seq. 1337 of 1525) Refer to ATTACHMENT 3-6. Remove this sheet in its entirety and replace with ATTACHMENT 6-9. Item 6-12: Addendum No. 3, Item 3-8: Plans, Sheet E-1213, SOLIDS DUCTBANK SECTIONS - I (Seq. 1339 of 1525) Refer to ATTACHMENT 3-7. Remove this sheet in its entirety and replace with ATTACHMENT 6-10. Item 6-13: Addendum No. 3, Item 3-14: Plans, Sheet E-1257, ELECTRICAL SCHEMATIC - I (Seq. 1383 of 1525) Refer to ATTACHMENT 3-136. Remove this sheet in its entirety and replace with ATTACHMENT 6-11. A-6 3 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-14: Addendum No. 3, Item 3-35: Plans, Sheet C-054, YARD PIPING PLAN D (Seq. 68 of 1525) Delete the item adding the multileader callouts to Point No. 310 and Point No. 312. Item 6-15: Addendum No. 3, Item 3-37: Plans, Sheet C-110, OVERALL PAVING PLAN (Seq. 108 of 1525) Refer to ATTACHMENT 3-15. Remove this sheet in its entirety and replace with ATTACHMENT 6-12. Highlights of the changes include: 1. Updated labels for Operations Building retaining walls to include handrails. Item 6-16: Addendum No. 3, Item 3-38: Plans, Sheet C-115, PAVING PLAN — AREA E (Seq. 113 of 1525) Refer to ATTACHMENT 3-16. Remove this sheet in its entirety and replace with ATTACHMENT 6-13. Highlights of the changes include: 1. Updated labels for Operations Building retaining walls to include handrails. Item 6-17: Addendum No. 3, Item 3-39: Plans, Sheet C-116, PAVING PLAN — AREA F (Seq. 114 of 1525) Refer to ATTACHMENT 3-17. Remove this sheet in its entirety and replace with ATTACHMENT 6-14. Highlights of the changes include: 1. Updated labels for Operations Building retaining walls to include handrails. Item 6-18: Addendum No. 3, Item 3-43: Plans, Sheet C-136, GRADING PLAN — AREA E (Seq. 134 of 1525) Refer to ATTACHMENT 3-21. Remove this sheet in its entirety and replace with ATTACHMENT 6-15. Highlights of the changes include: 1. Added retaining wall grading labels to match retaining wall plan and profile exhibits. 2. Added notes to refer contractor to structural plans for retaining wall details and design. A-6 4 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-19: Addendum No. 3, Item 3-44: Plans, Sheet C-137, GRADING PLAN — AREA F (Seq. 135 of 1525) Refer to ATTACHMENT 3-22. Remove this sheet in its entirety and replace with ATTACHMENT 6-16. Highlights of the changes include: 1. Added retaining wall grading labels to match retaining wall plan and profile exhibits. 2. Added notes to refer contractor to structural plans for retaining wall details and design. Item 6-20: Addendum No. 3, Item 3-47: Plans, Sheet C-155, STORM LINE A — PLAN & PROFILE (Seq. 153 of 1525) Refer to ATTACHMENT 3-25 Remove this sheet in its entirety and replace with ATTACHMENT 6-17. Highlights of the changes include: 1. Updated Electrical Crossings. 2. Updated retaining wall call outs. Item 6-21: Addendum No. 3, Item 3-131: Plans, Sheet E-1215, SOLIDS ELECTRICAL ROOM POWER PLAN (Seq. 1341 of 1525) Refer to ATTACHMENT 3-98. Remove this sheet in its entirety and replace with ATTACHMENT 6-18. Item 6-22: Addendum No. 3, Item 3-145: Plans, Sheet E-1219, SOLIDS SLUDGE TRUCK BAY POWER AND CONTROLS PLAN (Seq. 1355 of 1525) Refer to ATTACHMENT 3-112. Remove this sheet in its entirety and replace with ATTACHMENT 6-19. Item 6-23: Addendum No. 2, Item 2-23: Plans, Sheet C-060, ABOVE GROUND PIPING OVERALL PLAN (Seq. 74 of 1525) Refer to ATTACHMENT 2-8. Remove this sheet in its entirety and replace with ATTACHMENT 6-20. Highlights of the changes include: 1. Modifications to air piping from solids building to SHT 2 A-6 5 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-24: Addendum No. 2, Item 2-63: Plans, Sheet H-762, OPERATIONS BUILDING - SCHEDULES (Seq. 754 of 1525) Refer to ATTACHMENT 2-37. Remove this sheet in its entirety and replace with ATTACHMENT 6-21. Highlights of the changes include: 1. Updated voltage for 700-EF-5. Changed from 208/3 to 460/3 Item 6-25: Addendum No. 1, Item 1-53: Plans, Sheet A-353, ROOF ACCESS HATCH (Seq. 362 of 1525) Refer to ATTACHMENT 1-31. Refer to Keynote 205: Change from "ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GAURDRAIL" to: "ELEVATED ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GUARDRAIL DESIGNED BY CONTRACTOR PER SPECIFICATION SECTIONS 05 51 19 ALUMINUM STAIRS AND PLATFORMS, 05 52 16 ALUMINUM GUARDRAILS RAILINGS, AND 05 53 00 METAL GRATINGS. COORDINATE WALKWAY LOADS ON PRECAST CONCRETE DOUBLE TEE ROOF FRAMING." Item 6-26: Addendum No. 1, Item 1-62: Plans, Sheet A-513, BIOREACTOR — SCHEDULES (Seq. 460 of 1525) Refer to ATTACHMENT 1-40. Where partition type F-02 is called out, change from "F-02" to "F2". Item 6-27: Addendum No. 1, Item 1-112: Plans, Sheet S-752, OPERATIONS BUILDING DETAILS (Seq. 841 of 1525) Refer to ATTACHMENT 1-78. Remove this sheet in its entirety and replace with ATTACHMENT 6-22. Highlights of the changes include: 1. Simplified attachment of crane beam to pilaster. A-6 6 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-28: Addendum No. 1, Item 1-124: Plans, Sheet A-1164, EXTERIOR ELEVATIONS (Seq. 946 of 1525) Refer to ATTACHMENT 1-88. Refer to Keynote 205: Change from "ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GAURDRAIL" to: "ELEVATED ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GUARDRAIL DESIGNED BY CONTRACTOR PER SPECIFICATION SECTIONS 05 51 19 ALUMINUM STAIRS AND PLATFORMS, 05 52 16 ALUMINUM GUARDRAILS RAILINGS, AND 05 53 00 METAL GRATINGS. COORDINATE WALKWAY LOADS ON PRECAST CONCRETE DOUBLE TEE ROOF FRAMING." Item 6-29: Addendum No. 1, Item 1-146: Plans, Sheet S-1202, SOLIDS BUILDING — GROUND FLOOR PLAN — AREA B (Seq. 1021 of 1525) Refer to ATTACHMENT 1-110. Remove this sheet in its entirety and replace with ATTACHMENT 6-23. Highlights of the changes include: 1. Deleted opening. Item 6-30: Addendum No. 1, Item 1-147: Plans, Sheet E-1201, SWBD-1200-1A AND SWBD-1200- 1B ONE -LINE DIAGRAM — I (Seq. 1327 of 1525) Refer to ATTACHMENT 1-111. Remove this sheet in its entirety and replace with ATTACHMENT 6-24. Item 6-31: Addendum No. 1, Item 1-154: Plans, Sheet E-1209, SOLIDS PANELBOARD SCHEDULES — I (Seq. 1335 of 1525) Refer to ATTACHMENT 1-118. Remove this sheet in its entirety and replace with ATTACHMENT 6-25. Item 6-32: Addendum No. 1, Item 1-155: Plans, Sheet E-1210, SOLIDS PANELBOARD SCHEDULES — II (Seq. 1335 of 1525) Refer to ATTACHMENT 1-119. Remove this sheet in its entirety and replace with ATTACHMENT 6-26. Item 6-33: Addendum No. 1, Item 1-169: Plans, Sheet E-1252, PLC INTERFACE DIAGRAM - I (Seq. 1335 of 1525) Refer to ATTACHMENT 1-133. Remove this sheet in its entirety and replace with ATTACHMENT 6-27. A-6 7 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-34: Addendum No. 1, Item 1-178: Plans, Sheet 1-010 PCS NETWORK ARCHITECTURE (Seq. 1436 of 1525) Refer to ATTACHMENT 1-142. Remove this sheet in its entirety and replace with ATTACHMENT 6-28. Highlights of the changes include: 1. Addition of note by symbol 4. 2. Modification to Communications House radio communication. Item 6-35: Specification, Volume 1 Cover Page Remove Cover Page in its entirety and replace with ATTACHMENT 6-29. Item 6-36: Specification, Volume 2 Cover Page Remove Cover Page in its entirety and replace with ATTACHMENT 6-30. Item 6-37: Specification, Volume 3 Cover Page Remove Cover Page in its entirety and replace with ATTACHMENT 6-31. Item 6-38: Specification, Volume 4 Cover Page Remove Cover Page in its entirety and replace with ATTACHMENT 6-32. Item 6-39: Specification, Volume 5 Cover Page Remove Cover Page in its entirety and replace with ATTACHMENT 6-33. Item 6-40: Specification, Volume 6 Cover Page Remove Cover Page in its entirety and replace with ATTACHMENT 6-34. Item 6-41: Specification, Volume 7 Cover Page Remove Cover Page in its entirety and replace with ATTACHMENT 6-35. Item 6-42: Specification, Volume 8 Cover Page Volume 8 Cover Page is issued in its entirety as ATTACHMENT 6-36. Item 6-43: Specification, Volume 9 Cover Page Volume 9 Cover Page is issued in its entirety as ATTACHMENT 6-37. Item 6-44: Specification Section 00 01 10 Table of Contents Refer to page 11. Add "Volume 8" to encompass Appendix I through Appendix 11.2 Vulcan Coarse Screens, 11.3 Old Castle — Grit Removal, and 11.4 Saveco — Fine Screens. A-6 8 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-44 Continued: Add "Volume 9" to encompass Appendix 11.5 Trojan — UV System, 11.6 Vaughan — Submersible Chopper Pump, 11.7 Vaughan — Submersible Chopper Pump, 11.8 GEA — Dewatering System, Appendix III Funding Requirements, Appendix IV Geotechnical Report, and Appendix V City Obtained Permits. Item 6-45: Specification, Section 03 30 00 Cast -in -Place Concrete Refer to paragraph 3.07.A.6.c.1. Delete item 1 in its entirety and renumber the subsequent sections. Item 6-46: Specification, Section 05 05 23 Welding Refer to the table at the end of the section. In the first column remove "33 05 01.01 Welded Steel Pipe and Fittings" and replace with "40 05 24 Steel Pipe". Item 6-47: Specification, Section 05 50 00 Metal Fabrications Refer to paragraph 2.10. Add C in its entirety and renumber the subsequent sections: "C. Sidewalk Doors — Stainless Steel 1. Component Fabrication: a. Access Door Leaf(s): Minimum 3/16 inch (or 1/4 inch where heavy-duty is required) stainless steel diamond pattern plate (Type 304 unless otherwise indicated; Type 316 for corrosive environments). Provide stainless steel safety chain and attachments for end of double -leaf door assembly when open. b. Channel Frame: Minimum % inch thick stainless steel trough frame with continuous anchor flange around perimeter. Weld 1-1/2 inch diameter stainless steel drain coupling and drain pipe to frame trough at front right corner, unless indicated otherwise on Drawings. c. Safety Grate: Stainless steel bar grating with 300 psf live load capacity, 5 inch by 5 inch maximum openings, permanent hinging system that locks grate in 90 -degree position, and opening arm with vinyl grip handle and locking device. 2. Door Hardware a. Hinges: Heavy-duty stainless steel hinges with stainless steel pins; through -bolted or welded to cover plate with tamper -proof stainless steel fasteners, flush with top of cover, and securely attached to frame. b. Lifting Mechanism: Stainless steel compression lift springs enclosed in telescoping vertical housing or stainless steel torsion lift springs. c. Mechanism: Stainless steel compression lift springs enclosed in telescoping vertical housing or stainless steel torsion lift springs. d. Hold -Open Arm: i. Locks automatically in open position. ii. Disengages with slight pull on vinyl grip with one hand. A-6 9 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-47 Continued: iii. Door can be easily closed with one hand by pulling forward and down on vinyl grip. e. Snap Lock: i. Stainless steel snap lock mounted on bottom of door leaf with removable topside key wrench and inside fixed lever handle. ii. Threaded plug for flush outside surface with key wrench removed. f. Stainless Steel i. Material: ASTM A240/A240M Type 304 stainless steel unless otherwise indicated; use Type 316 for coastal, deicing salt, or corrosive environments. ii. Finish: Mill finish or No. 4 brushed finish as indicated. iii. Fabrication: Welded construction with continuous welds ground smooth; passivated. 3. Manufacturers and Products a. Bilco Co., New Haven, CT; J Series. b. Nystrom Products Co., Minneapolis, MN; FG Series c. U.S.F. Fabrication, Hialeah, FL; T Series d. Or Approved Equal." Refer to paragraph 2.14. Add new paragraph 2.14 in its entirety and renumber subsequent sections: "2.14 STAINLESS STEEL LADDERS A. Fabricate ladders with rails, rungs, landings, and cages to meet applicable requirements of OSHA, CFR Part 1910.27, and ALI A 14.3. 1. Design ladder for concentrated load of 200 pounds imposed by user concentrated at points that will cause maximum stress in structural member being considered. 2. Include weight of ladder and attached appurtenances together with live load in design of rails and fastenings. B. Falt Bar Ladder 1. Punch rails, pass rungs through rails, and weld on outside. 2. Weld brackets to ladder for fastening ladder to wall. 3. ASTM A276, AISI Type 304L. C. Ladder Safety Post: 1. Telescoping tubular, spring balanced, and automatically locking in raised position, with release lever for unlocking. 2. Post: Stainless steel, AISI Type 304. 3. Hardware: Stainless steel, AISI Type 316. 4. Furnish dissimilar metal protective coatings at connections. 5. Manufacturer and Product: a. Bilco Co., New Haven, CT; "Ladder Up" to fit ladder rungs. b. Or Approved Equal." A-6 10 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-48: Specification, Section 2214 29 Submersible Sump Pump Refer to paragraph 1.7.A. Remove "01 60 00" and replace with "01 61 00". Refer to paragraph 2.3.C.1.a. Remove "40 05 91 "Common Control Panel Requirements for Process Equipment" and replace with "40 67 00 Control Panels and Components". Refer to paragraph 2.3.D.1.a. Remove "40 05 91 Common Control Panel Requirements for Process Equipment" and replace with "40 67 00 Control Panels and Components". Item 6-49: Specification, Section 3217 23 Pavement Markings Refer to paragraph 2.2.A.1. Remove "01 60 00" and replace with "01 61 00". Item 6-50: Specification, Section 33 1613.15 Prestressed Concrete Tank with Steel Diaphragm Refer to paragraph 1.03.C.2.h. Remove last sentence stating "Limit tank footing bearing pressure to 2,500 per square feet." Refer to paragraph 1.03.C.2.k. Add the following after the word minute: "for the Equalization Basin. 4,456 cubic feet per minute for the Peak Flow Storage Basin." Refer to paragraph 3.03.A. Remove paragraph A in its entirety and renumber subsequent sections. Item 6-51: Specification, Section 33 49 10 Storm Drain Manholes and Junction Boxes Refer to paragraph 2.3.A.1. Remove "0160 00" and replace with "01 61 00". A-6 11 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-52: Specification, Section 35 2016.25 Fabricated Slide Gates and Stop Logs Delete section 2.07 in its entirety and replace with the following: "2.07 MANUFACTURERS A. MANUFACTURERS 1. Manufacturers: a. RW Gate Company. b. Waterman. c. Hydro Gate. d. H. Fontaine, Ltd. e. Whipps. f. Rodney Hunt, Co. B. General 1. Each stoplog shall have two slots on the top surface for the purpose of engaging the stoplog lifting device hooks. The stoplogs shall allow for rapid drainage of all water and under no circumstances shall the log be buoyant. 2. The stop log assemblies shall be provided as specified herein and as shown in the Contract Documents. Individual stop logs shall be lowered into place with a lifting device and shall be used to control the flow or water level as required for the application. 3. Obtain all stoplogs and frames from a single manufacturer. C. Performance requirements 1. Leakage for the stop logs shall be restricted to 0.10 gpm/ft or less of the seal perimeter at the design seating head. 2. Leakage from bulkheads shall be restricted to 0.10 gpm/ft for each leaf section. 3. All of the seals shall be mounted on the log or bulkhead to facilitate seal replacement. D. Materials of construction 1. Stoplogs shall be constructed of either aluminum or stainless steel as specified in the construction drawings and the Schedule in the drawings. 2. Bulkheads shall be constructed of stainless steel. 3. All aluminum shall be alloy 6061-T6, ASTM B308/308M. Aluminum stoplogs shall be constructed of aluminum extrusions. 4. All stainless steel referenced in this specification shall be Type 304 or Type 304L, ASTM A240 or ASTM A276 unless otherwise indicated herein. a. All welded stainless steel components shall be constructed of Type 304L stainless steel. b. All structural stainless steel used in the construction of stop logs, frames and storage racks (if applicable) shall have a minimum material thickness of 1/4 - inch. C, All non -welded stainless steel components, excluding anchor bolts and assembly bolts, shall be Type 304 stainless steel. d. Anchor bolts and assembly bolts shall be Type 316 stainless steel. A-6 12 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-52 Continued: E. Stoplogs 1. The stop logs shall be constructed of extruded aluminum or formed stainless steel plate reinforced with stiffeners, as needed, to withstand the specified head conditions. The log shall engage the frame a minimum of 1 -1/2 -inches on each side. a. The stop log shall be reinforced with plates or channel shaped members to restrict deflection to less than L/360 of the span or 1/8 -inch, whichever is less, at the design head. b. Stop logs shall be designed to ensure that they will not float and they will lower into place through gravity. c. The top of each stop log shall be provided with two slots to receive the lifting device. Lifting hooks and/or pins extending from the stop log are not acceptable. d. All seals shall be mounted on the stop logs. e. No individual stainless steel stop log with a width of 60" or less and height of 12" or less; shall weigh more than 135 pounds. Individual Aluminum stoplogs should weight no greater than a maximum of 100 pounds. f. Stop logs shall be identical and designed to stack in any sequence (per each specified channel location). g. Each stop log shall have a tag, constructed of stainless steel, attached via welding or rivets, to indicate the manufacturer's name, opening width and maximum head rating as a minimum. Bulkheads 1. The leaf shall be of horizontal and vertical structural reinforcing members and a smooth faceplate, and shall be assembled and securely welded to provide a flat, box - shaped gate leaf. The structural members shall be of the proper size, dimension, and placement to safely withstand the maximum unbalanced head designated as the maximum height in the Schedule. The faceplate shall be of sufficient thickness to safely withstand the maximum unbalanced head and shall be attached to structural members by welding. 2. The leaf shall be designed to limit defection to L/360 for overflow -type gates and to a maximum 3/16 in. for breastwall-type gates at upper reinforcing members. 3. The gate shall be fabricated of no greater than 3 separate pieces, joints shall include a rubber gasket to minimize leakage. 4. Each section cannot weight more than 500 lbs maximum to allow for lowering into place by a jib hoist. Each section must have slots at the top surface for the purpose of engaging lifting device hooks for safe lowering and lifting. 5. Sill Plate: The bottom sill plate shall provide a smooth, level, and corrosion -resistant contact surface for the bottom seat for the full width of the invert of the gate. The sill plate shall be adjustable on anchor to permit leveling and alignment with the gate bottom. After the gate has been installed and the sill plate adjusted, it shall be grouted in place. A-6 13 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-52 Continued: G, Seals 1. The seal system shall consist of a set of resilient lip seals made of neoprene rubber or EPDM sides and across the bottom of each log and a UHMWPE wear bar on the side opposite where the lip seal is mounted. 2. The seals and wear bar shall be mounted on the stop logs. No seats, seals or wear bars shall be mounted in or on the frame. 3. The seals and wear bars shall be secured with stainless steel assembly bolts. All seals shall be field removable and field replaceable. 4. The seals shall be located along the bottom of the log section and along both ends of each log and shall be mechanically attached to the log. Adhesives alone are not an acceptable mounting method. Seals shall be mounted in a manner that allows for easy replacement in the event of damage. 5. For Bulkheads J -seals shall be provided, they shall be securely fastened to the frame with formed stainless steel retainers and shall be replaceable and adjustable. The corners of the J -seals shall be vulcanized. The bottom seal shall be a flat faced rubber hollow or solid shape. Seals and retainer flats shall be provided with holes to match H. Frame 1. The frame shall be constructed of stainless steel plate, formed into "C" shaped channels for rigidity, and shall be reinforced to withstand the specified operating conditions. 2. The frame shall be a rigid, one-piece assembly as configured on the Contract Drawings. Frames can be provided in three sections, with bolted corner sections, when shipping restrictions prevent shipping a frame intact. 3. The frame shall not contain any rubber or plastic seals or seats for the stoplogs. 4. Wall mounted frames shall be reinforced with gussets to minimize frame deflection in the unseating head condition. Lifting Device 1. A lifting device shall be provided to install and remove the stop logs from the frame. 2. The lifting device shall automatically engage each stop log individually for installation or removal. 3. The portion of the lifting device that engages the frame shall be outfitted with UHMWPE bearing strips to ensure no metal -to -metal contact occurs between the lifting device and the inside of the frame. 4. The lifting device shall be provided with a lifting lug on the top and utilized in conjunction with a hoist, crane or manual lowering. I ANCHORAGE 1. Anchor bolts shall be 316 stainless steel, fully threaded, and sized by the MANUFACTURER with a minimum diameter of 1/2 -inch. 2. Anchor bolts shall be of the epoxy type. Finish 1. Stainless Steel A-6 14 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-52 Continued: a. All heat tint and slag from the welding process shall be passivated in accordance with ASTM A380. If bead blasting is utilized, the entire frame and the entire stop log shall be bead blasted for a uniform finish. 2. Aluminum a. All aluminum shall be mill finish. b. Aluminum in contact with concrete shall be field coated with a heavy coat of bitumastic paint field applied by the CONTRACTOR. c. All heat tint and slag from the stainless steel welding process shall be passivated in accordance with ASTM A380." Item 6-53: Specification, Section 40 05 36.13 Foul Air Fiberglass Ductwork Refer to paragraph 1.03.B.2. Remove "33 05 01.10B "High Density Polyethylene Pipe and Fittings" and replace with "40 05 33 HDPE Process Pipe". Item 6-54: Specification, Section 40 42 13 Process Piping Insulation Refer to paragraph 1.06.A. Remove "0160 00" and replace with "01 61 00". Item 6-55: Specification, Section 40 6100 Process Control and Instrumentation Systems — General Provisions Refer to paragraph 1.05.C. Add 3 below: "3. Red Group Contact: Haven Alford 9500 Ray White Road Suite 200 Fort Worth, TX 76244 Phone: (225) 347-9032" Item 6-56: Specification, Section 40 6196 Control Descriptions Refer to 4061 96C — Control Descriptions Attachment C — Area 500. Remove Attachment C in its entirety and replace with ATTACHMENT 6-38. Item 6-57: Specification, Section 41 22 23.16 Portable Davit Crane and Winch Refer to paragraph 1.05.A. Remove "0160 00" and replace with "01 61 00". A-6 15 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 6-58: Specification Section 43 11 12 Blower, High Speed Turbo Refer to paragraph 1.01.A.3.1. Add "or internal" after external. Refer to paragraph 1.07.A. Remove "01 60 00" and replace with "01 61 00". Refer to paragraph 2.04.C. Revise material from "316SS" to "Powder Coated Mild Steel" for all 4 rows. Revise NEMA classification from "3R/IP33D" to "NEMA 12" for all 4 rows. Refer to paragraph 2.04.H.1. Remove "standalone" Refer to paragraph 2.04.H.3. Add the following to the end of the sentence: "or internal to the blower enclosure." Refer to paragraph 2.05.A.3.a. Add "if needed," between "connection" and "to" in the first sentence. Remove the second sentence in its entirety and replace with the following: "Motor cooling air exhaust shall be piped out of the room." Refer to paragraph 2.07.C.1. Add "or pneumatic actuated" between "actuated" and "blow off". Remove "specified in Div 40 27 02" from the sentence. Refer to paragraph 2.07.D.1. Remove the last sentence in its entirety. Item 6-59: Specification, Section 43 22 10 Common Requirements for Pumps Refer to paragraph 1.06.A. Remove "01 60 00" and replace with "01 61 00". Refer to paragraph 2.01.H. Remove "0160 00" and replace with "01 61 00". A-6 16 of 34 ADDENDUM NO. 6 ATTACHMENT B CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-60: Specification, Section 44 42 19.04 Rotary Positive Displacement Blower Refer to paragraph 1.06.B.2. Remove "01 60 00" and replace with "01 61 00". Refer to paragraph 1.07.B. Remove "01 60 00" and replace with "01 61 00". Item 6-61: Specification, Section 44 46 26.03 Rotary Drum Thickeners Refer to paragraph 2.03.B.2. Remove the table in its entirety and replace with the following: Parameters Normal Operation Maximum Capacity Hydraulic Capacity (gpm) 300 400 Feed Solids Concentration 0.3-1.0 0.3-1.0 (percent dry solids) Minimum Total Solids Capture 95% Note 1 (percent) Minimum Thickened Sludge 4.0 Note 1 Concentration (percent dry solids) Maximum Polymer Consumption 10-15 Note 1 (active pounds per dry ton) Note 1: Performance parameters at maximum capacity are to be recorded for observation only. Item 6-62: Specification, Section 46 25 34 FOG and Scum Mixing Equipment Refer to paragraph 1.06.A. Remove "01 60 00" and replace with "01 61 00". Item 6-63: Specification, Section 46 5121 Aeration System, Coarse Bubble -Membrane Diffusers Refer to paragraph 1.01 C.6. Remove "40 27 00.00 — Process Piping - General" and replace with "40 05 05 Piping Systems, Basic Materials and Method". Refer to paragraph 1.01 C.7. Remove "40 27 00.02 — Carbon Steel Pipe and Fittings" and replace with "40 05 24 Steel Pipe". Refer to paragraph 1.01 C.B. Remove "40 27 00.08 — Stainless Steel Pipe and Fittings" and replace with "40 05 23 Stainless Steel Process Pipe and Tubing". A-6 17 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-64: Plans, Sheet G-003, INDEX TO DRAWINGS VOLUME I (Seq. 4 of 1525) Add the following sheet names and numbers: "229A. S-D019A STRUCTURAL STANDARD DETAILS XIX-A 250A. S-D040A STRUCTURAL STANDARD DETAILS XL -A 250B. S-D040B STRUCTURAL STANDARD DETAILS XL -B" Item 6-65: Plans, Sheet G-004, INDEX TO DRAWINGS VOLUME II (Seq. 4 of 1525) Add the following sheet names and numbers: "306A. M-225 EQ & PFS - DETAILS 306B. M-226 EQ & PFS — DETAILS II" Item 6-66: Plans, Sheet G-007, INDEX TO DRAWINGS VOLUME V (Seq. 7 of 1525) Add the following sheet names and numbers: "909A. M-854 REUSE WATER PS — DETAILS II" Item 6-67: Plans, Sheet G-008, INDEX TO DRAWINGS VOLUME VI (Seq. 8 of 1525) Add the following sheet names and numbers: "1117A. E-032 COMMUNICATIONS HOUSE DETAILS 1288A. E-735 OPERATIONS BUILDING ELECTRICAL SCHEMATICS - I" Item 6-68: Plans, Sheet G-037, VALVE INDEX VII (Seq. 37 of 1525) Refer to valve RDT02_T02_CV03. Remove this valve and row in its entirety. Refer to valve RDT02_T02_PV05. Remove this valve and row in its entirety. A-6 18 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 6-69: Plans, Sheet G-040, GATE INDEX (Seq. 40 of 1525) Refer to continuation of Valve Schedule at top of page. Add the following valves in their entirety. ADDENDUM NO. 6 ATTACHMENT B Isolation YP01- Gate Yard C- valve for S01- 16 V135 SW Open Manual Exposed FLG GC Valve Piping 055 reuse GV01 meter Isolation YP01- Gate Yard C- valve for S01- 16 V135 SW Open Manual Exposed FLG GC Valve Piping 055 reuse GV02 meter Refer to Gate Schedule: Refer to tags "BDB01_C01_SG01, BDB01_C02_SG01, BDB01_C03_SG01, BDB01_C04_SG01". Replace "765.58" with "770.33" under Invert Column. Replace "781.06" with "781.22" under Seating Head (ft). Refer to tag "SWS01_B01_WG01". Replace "776.50" with "776.00" under Invert Column. Refer to tags "20-FV-209-1, 20-FV-209-2, 20-FV-209-3, 20-FV-209-4". Replace "48" x 60" with "48" x 48" under Opening Size Column. Replace "60" with "48" under Travel Length Column. Replace "774.80" with "774.63" under Unseating Head (ft). Refer to tags "RS01_B01_SG01" and "RS01_B01_SG02". Replace "756.50" with "758.33" under Invert Column. Replace "757.33" with "758.50" under Invert Column. Replace "774.13" with "773.75" under Unseating Head (ft). A-6 19 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 6-70: Plans, Sheet G-041, STOP LOG INDEX (Seq. 41 of 1525) Refer to PTU — Coarse Screen Influent Channel row: Refer to Invert Column and replace "786.80" with "786.08" Refer to PTU — Coarse Screen Effluent Channel row: Refer to Opening Size Column and replace "60" x 68" with "70" x 105" Refer to Total Height Column and replace "68" with "105" Refer to Invert Column and replace "786.80" with "783.00" Refer to Membrane Tank — Rows 1, 2, and 3 (Opening Size 120" x 24"): Refer to Invert Column and replace "775.42" with "775.90" in 3 locations. Refer to RS Pump Station — Row 1: Refer to Invert Column and replace "756.50" with "758.33". Refer to Max WSE (ft) and replace "774.13" with "773.75". Refer to RS Pump Station — Row 2: Refer to Invert Column and replace "757.33" with "758.50". ADDENDUM NO. 6 ATTACHMENT B Refer to Max WSE (ft) and replace "774.13" with "773.75" Item 6-71: Plans, Sheet S -G103, STRUCTURAL GENERAL NOTES III (Seq. 57 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-39. Highlights of the changes include: 1. Addition of missing subgrade modification notes and backfill detail. Item 6-72: Plans, Sheet S -G108, SPECIAL INSPECTIONS TABLES II (Seq. 62 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-40. Highlights of the changes include: 1. Added delegated design for (high mast) lighting. Item 6-73: Plans, Sheet C-052, YARD PIPING PLAN B (Seq. 66 of 1525) Refer to Note 6. Delete the following: "10'-0" L x 8'-6" W x 20'-0" H." A-6 20 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-73 Continued: Add the following after the last sentence of Note 6: "REFER TO M-225 FOR VALVE VAULT DETAILS." Item 6-74: Plans, Sheet C-053, YARD PIPING PLAN C (Seq. 67 of 1525) Refer to the 8/SW/PVC and 2/PW/HDPE crossing East of point 176, Southeast of SHT 3. Add callout for point "180" at this crossing. Note point applies to both pipes. Refer to Point No. 310 and Point No. 312 callouts. Add multileader callout "REFER TO NOTE 7" Add Note 7 as follows: "7. 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. REFER TO M-226 FOR VALVE VAULT DETAILS." Item 6-75: Plans, Sheet C-054, YARD PIPING PLAN D (Seq. 68 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-33. Highlights of the changes include: 1. Addition of stand pipe on 48/SCI line. Item 6-76: Plans, Sheet C-073, 48" SCI BETWEEN PTU AND DISTRIBUTION BOX, 24" SCI BETWEEN DISTRIBUTION BOX AND BRB (Seq. 79 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-41. Highlights of the changes include: 1. Addition of stand pipe on 48/SCI line. Item 6-77: Plans, Sheet C-134, GRADING PLAN — AREA C (Seq. 132 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-42. Highlights of the changes include: 1. Added retaining wall grading labels to match retaining wall plan and profile exhibits. 2. Added notes to refer contractor to structural plans for retaining wall details and design. A-6 21 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-78: Plans, Sheet C-148, DETAILED GRADING — OPERATIONS BUILDING (Seq. 146 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-43. Highlights of the changes include: 1. Added top and bottom of wall labels for retaining walls to match what was provided in retaining wall plan and profile exhibits. Item 6-79: Plans, Sheet S -D008, STRUCTURAL STANDARD DETAILS VIII (Seq. 218 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-44. Highlights of the changes include: 1. Modified anchor embedment depth. Item 6-80: Plans, Sheet S -D017, STRUCTURAL STANDARD DETAILS XVII (Seq. 227 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-45. Highlights of the changes include: 1. Added notes to 0531-001 for use with concrete walls. Item 6-81: Plans, Sheet S -D019, STRUCTURAL STANDARD DETAILS XIX (Seq. 229 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-46. Highlights of the changes include: 1. Added stainless steel ladder details. Item 6-82: Plans, Sheet S-D019A, STRUCTURAL STANDARD DETAILS XIX-A (Seq. 229A of 1525) Sheet S-D019A is issued in its entirety as ATTACHMENT 6-47. Item 6-83: Plans, Sheet S-D040A, STRUCTURAL STANDARD DETAILS XL -A (Seq. 250A of 1525) Sheet S-D040A is issued in its entirety as ATTACHMENT 6-48. Item 6-84: Plans, Sheet S-D040B, STRUCTURAL STANDARD DETAILS XL -B (Seq. 250B of 1525) Sheet S-D040B is issued in its entirety as ATTACHMENT 6-49. Item 6-85: Plans, Sheet M-200, EQ & PFS OVERALL UPPER PLAN (Seq. 285 of 1525) Refer to Note 8. Add the following to the end of the note: "EXTERIOR CONCRETE COATINGS SHALL BE IN ACCORDANCE WITH SECTION 33 16 13.15." Add the following note: "17. CONTRACTOR TO COORDINATE WITH GRSI OR APPROVD EQUIVALENT MANUFACTURER AND WITH THE PRE -STRESSED TANK SUPPLIER TO ENSURE PROPER DOME OPENING AND RECOMMENDED MOUNTING AND INSTALLATION." A-6 22 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-86: Plans, Sheet M-201, EQ & PFS OVERALL LOWER PLAN (Seq. 286 of 1525) Add the following note: "3. TANK CENTER SUMPS TO BE DESIGNED TO RESIST HYDROSTATIC UPLIFT USING TOP OF GRADE AS THE WATER LEVEL." Item 6-87: Plans, Sheet M-203, EQ & PFS PUMP VAULTS - LOWER PLAN (Seq. 288 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-50. Highlights of the changes include: 1. Installing two 90 -degree vertical bends within the EQ/PFS tanks at an FL EL of 972.75 and an FL EL of 988.00 for the 18/CPR/DIP chopper pump discharge piping. 2. Installing 3" air/vacuum valves on the 18/CPR/DIP chopper pump discharge piping. Item 6-88: Plans, Sheet M-204, EQ & PFS PUMP VAULTS - SECTIONS I (Seq. 289 of 1525) Refer to Section A: Change "FL EL 789.00" to "FL EL 792.75" Item 6-89: Plans, Sheet M-210, EQ STG - UPPER PLAN (Seq. 295 of 1525) Delete "6/SW/PVC" callout. Item 6-90: Plans, Sheet M-211, EQ STG — LOWER PLAN (Seq. 296 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-51. Highlights of the changes include: 1. 42" INF valve vaults added to M-211. Valve vaults were originally only shown on Sheet C-052 Yard Piping Plan B. Item 6-91: Plans, Sheet M-225, EQ & PFS — DETAILS (Seq. 306A of 1525) Sheet M-225 is issued in its entirety as ATTACHMENT 6-52. Item 6-92: Plans, Sheet M-226, EQ & PFS — DETAILS II (Seq. 306B of 1525) Sheet M-226 is issued in its entirety as ATTACHMENT 6-53. A-6 23 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-93: Plans, Sheet A-309, OVERALL ROOF PLAN (Seq. 338 of 1525) Refer to Keyed Note 205: Change from "ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GAURDRAIL" to: "ELEVATED ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GUARDRAIL DESIGNED BY CONTRACTOR PER SPECIFICATION SECTIONS 05 51 19 ALUMINUM STAIRS AND PLATFORMS, 05 52 16 ALUMINUM GUARDRAILS RAILINGS, AND 05 53 00 METAL GRATINGS. COORDINATE WALKWAY LOADS ON PRECAST CONCRETE DOUBLE TEE ROOF FRAMING." Item 6-94: Plans, Sheet A-311, EXTERIOR ELEVATIONS (Seq. 340 of 1525) Refer to Keyed Note 205: Change from "ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GAURDRAIL" to: "ELEVATED ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GUARDRAIL DESIGNED BY CONTRACTOR PER SPECIFICATION SECTIONS 05 51 19 ALUMINUM STAIRS AND PLATFORMS, 05 52 16 ALUMINUM GUARDRAILS RAILINGS, AND 05 53 00 METAL GRATINGS. COORDINATE WALKWAY LOADS ON PRECAST CONCRETE DOUBLE TEE ROOF FRAMING." Item 6-95: Plans, Sheet A-312, BUILDING SECTIONS (Seq. 341 of 1525) Refer to Keyed Note 205: ALUMINUM GAURDRAIL" to: "ELEVATED ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GUARDRAIL DESIGNED BY CONTRACTOR PER SPECIFICATION SECTIONS 05 51 19 ALUMINUM STAIRS AND PLATFORMS, 05 52 16 ALUMINUM GUARDRAILS RAILINGS, AND 05 53 00 METAL GRATINGS. COORDINATE WALKWAY LOADS ON PRECAST CONCRETE DOUBLE TEE ROOF FRAMING." Item 6-96: Plans, Sheet A-506, BIOREACTOR — PARTIAL FLOOR AND ROOF PLAN — ELECTRICAL ROOM (Seq. 453 of 1525) Where partition type F-02 is called out, change from "F-02" to "F2". Item 6-97: Plans, Sheet M-506, BIOREACTOR — COVERS AND INSTRUMENTATION PLAN AT ELEVATION 782.25 (Seq. 487 of 1525) Refer to notes and add the following: "2. CONTRACTOR SHALL COORDINATE WITH PRECAST VAULT MANUFACTURER TO FURNISH AND INSTALL PERMANENT ACCESS LADDERS WITH FALL PROTECTION IN ALL PRECAST CONCRETE VALVE VAULTS (TYP 8) IN ACCORDANCE WITH DETAIL 0551-142A. 3. CONTRACTOR SHALL COORDINATE WITH PRECAST VAULT MANUFACTURER TO FURNISH AND INSTALL TWO 4" GOOSE -NECK VENTS PER VAULT IN ACCORDANCE WITH DETAIL 2337-803. VENTS SHALL BE LOCATED AT OPPOSING CORNERS OF EACH PRECAST CONCRETE VALVE VAULT (TYP 8)." A-6 24 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-98: Plans, Sheet M-510, BIOREACTOR TRAIN NO 1 & 2 AEROBIC, POST ANOXIC ZONES, MIXED LIQUOR CHANNEL— UPPER PLAN (Seq. 491 of 1525) Refer to notes and add the following: "4. CONTRACTOR SHALL COORDINATE WITH PRECAST VAULT MANUFACTURER TO FURNISH AND INSTALL A PERMANENT ACCESS LADDER WITH FALL PROTECTION IN THE PRECAST CONCRETE VAULT IN ACCORDANCE WITH DETAIL 0551-142A. 5. CONTRACTOR SHALL COORDINATE WITH PRECAST VAULT MANUFACTURER TO FURNISH AND INSTALL TWO 4" GOOSE -NECK VENTS AT THE PRECAST CONCRETE VAULT IN ACCORDANCE WITH DETAIL 2337-803. VENTS SHALL BE LOCATED AT OPPOSING CORNERS OF THE PRECAST CONCRETE VAULT." Item 6-99: Plans, Sheet S-590, METAL SALT TANK — FOUNDATION PLAN (Seq. 604 of 1525) Remove General Note D in its entirety. Item 6-100: Plans, Sheet S-592, SECTIONS (Seq. 606 of 1525) Refer to Keynote 108. Change "WT -04" to "WT -08" Item 6-101: Plans, Sheet S-595, MICRO C — FOUNDATION PLAN (Seq. 609 of 1525) Remove General Note D in its entirety. Item 6-102: Plans, Sheet S-598, SECTIONS (Seq. 612 of 1525) Refer to Keynote 108. Change "WT -04" to "WT -08" Item 6-103: Plans, Sheet S-599, SECTIONS (Seq. 613 of 1525) Refer to Keynote 108. Change "WT -04" to "WT -08" Item 6-104: Plans, Sheet M-601, MEMBRANE TANKS — UPPER PLAN VIEW (Seq. 621 of 1525) Refer to "ELEVATED AIR PIPE SUPPORT (TYP) 4000-356". Remove this callout from sheet. Item 6-105: Plans, Sheet M-606, MEMBRANE TANKS — SECTIONS IV (Seq. 626 of 1525) Refer to "TEE PIPE SUPPORT W/O U -BOLT" callout adjacent to the drop logs to Membrane Tanks 2, 3, and 4. Remove "W/O U -BOLT" from the callout in 3 instances. A-6 25 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-106: Plans, Sheet A-710, OPERATIONS BUILDING — PARTIAL FLOOR PLAN — LOWER LEVEL AREA B4 (Seq. 677 of 1525) Update all instances of "M8N" to "M8" in 7 places. Item 6-107: Plans, Sheet A-736, OPERATIONS BUILDING — EXTERIOR OVERALL ELEVATIONS (Seq. 700 of 1525) Refer to Keynote 318. Remove "REFER TO STRUTURAL DRAWINGS" and replace with "REFER TO A-759" Item 6-108: Plans, Sheet A-742, OPERATIONS BUILDING — ENLARGED FLOOR PLANS - LAB (Seq. 706 of 1525) Update all instances of "A8" to "A6" in 4 places. Item 6-109: Plans, Sheet S-707, FOUNDATION PLAN — AREA B4 (Seq. 803 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-54. Highlights of the changes include: 1. Clarified pilaster type and dimensions. Item 6-110: Plans, Sheet S-711, UPPER LEVEL FRAMING PLAN — AREA 61 (Seq. 807 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-55. Highlights of the changes include: 1. Clarified deck span directions near stair. Item 6-111: Plans, Sheet S-713, UPPER LEVEL CONTRETE PLAN — AREA B1 (Seq. 809 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-56. Highlights of the changes include: 1. Clarified notes at floor opening and dividing wall. Item 6-112: Plans, Sheet S-725, PARTIAL PLANS (Seq. 821 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-57. Highlights of the changes include: 1. Added note for stair landing support. Item 6-113: Plans, Sheet S-734, SECTIONS (Seq. 830 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-58. Highlights of the changes include: 1. Added note for stair landing support. A-6 26 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 6-114: Plans, Sheet S-750, DETAILS (Seq. 839 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-59. Highlights of the changes include: 1. Clarified bracket for joist support and detail reference for support angle. Item 6-115: Plans, Sheet S-755, DETAILS (Seq. 844 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-60. Highlights of the changes include: 1. Added stiffener plates for cantilevered moment connection. ADDENDUM NO. 6 ATTACHMENT B Item 6-116: Plans, Sheet M-801, UV — TROJAN SIGNA SECTION (Seq. 875 of 1525) Refer to NC -SW SECTION B. Replace "4000-356" with "4005-500". Refer to NC -SW PLAN. Replace "4000-356" with "4005-500". Item 6-117: Plans, Sheet M-854, REUSE WATER PS - DETAILS II (Seq. 909A of 1525) Sheet M-854 is issued in its entirety as ATTACHMENT 6-61. Item 6-118: Plans, Sheet S-800, UV ISOMETRIC VIEW (Seq. 886 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-62. Highlights of the changes include: 1. Walkway and canopy extension. Item 6-119: Plans, Sheet S-803, UV ROOF PLAN (Seq. 889 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-63. Highlights of the changes include: 1. Updated wall and roof type references. 2. Added PEMB frame to align with roof notch. 3. Added notes regarding bird control and the bridge crane. A-6 27 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 6-120: Plans, Sheet S-806, UV ROOF PLAN (Seq. 889 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-64. Highlights of the changes include: 1. Adjusted slab and wall thicknesses and reinforcing callouts. 2. Updated wall and roof type references. Item 6-121: Plans, Sheet S-807, UV ROOF PLAN (Seq. 889 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-65. Highlights of the changes include: 1. Adjusted wall height. Item 6-122: Plans, Sheet S-810, TRENCH PLAN (Seq. 896 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-66. Highlights of the changes include: 1. Fixed linework. Item 6-123: Plans, Sheet S-811, DETAILS (Seq. 897 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-67. Highlights of the changes include: 1. Modified notes on detail 3. Item 6-124: Plans, Sheet S-822, CASCADE AERATION PLAN (Seq. 899 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-68. Highlights of the changes include: 1. Modified reinforcement at wall. Item 6-125: Plans, Sheet A-1161, OVERALL ROOF PLAN (Seq. 944 of 1525) Refer to Keyed Note 205: ADDENDUM NO. 6 ATTACHMENT B Change from "ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GAURDRAIL" to: "ELEVATED ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GUARDRAIL DESIGNED BY CONTRACTOR PER SPECIFICATION SECTIONS 05 51 19 ALUMINUM STAIRS AND PLATFORMS, 05 52 16 ALUMINUM GUARDRAILS RAILINGS, AND 05 53 00 METAL GRATINGS. COORDINATE WALKWAY LOADS ON PRECAST CONCRETE DOUBLE TEE ROOF FRAMING." A-6 28 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-126: Plans, Sheet A-1165, BUILDING SECTIONS (Seq. 947 of 1525) Refer to Keyed Note 205: Change from "ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GAURDRAIL" to: "ELEVATED ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GUARDRAIL DESIGNED BY CONTRACTOR PER SPECIFICATION SECTIONS 05 51 19 ALUMINUM STAIRS AND PLATFORMS, 05 52 16 ALUMINUM GUARDRAILS RAILINGS, AND 05 53 00 METAL GRATINGS. COORDINATE WALKWAY LOADS ON PRECAST CONCRETE DOUBLE TEE ROOF FRAMING." Item 6-127: Plans, Sheet A-1173, LADDERS AND ROOF ACCESS HATCH (Seq. 951 of 1525) Refer to Keyed Note 205: Change from "ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GAURDRAIL" to: "ELEVATED ALUMINUM FRAMED WALKWAY ROOF PLATFORM WITH ALUMINUM GRATING AND ALUMINUM GUARDRAIL DESIGNED BY CONTRACTOR PER SPECIFICATION SECTIONS 05 51 19 ALUMINUM STAIRS AND PLATFORMS, 05 52 16 ALUMINUM GUARDRAILS RAILINGS, AND 05 53 00 METAL GRATINGS. COORDINATE WALKWAY LOADS ON PRECAST CONCRETE DOUBLE TEE ROOF FRAMING." Item 6-128: Plans, Sheet S-1201, SOLIDS BUILDING — GROUND FLOOR PLAN — AREA A (Seq. 1020 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-69. Highlights of the changes include: 1. Deleted opening. Item 6-129: Plans, Sheet S-1303, ELEVATIONS (Seq. 1056 of 1525) Refer to Keynote 108. Change "WT -04" to "WT -08" Item 6-130: Plans, Sheet E-004, SITE PLAN (Seq. 1090 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-70. Item 6-131: Plans, Sheet E-007, SITE PLAN — AREA C (Seq. 1093 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-71. Item 6-132: Plans, Sheet E-009, SITE PLAN — AREA E (Seq. 1095 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-72. Item 6-133: Plans, Sheet E-016, MVSWGR-1A AND MVSWGR-1B ONE -LINE DIAGRAM (Seq. 1102 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-73. A-6 29 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-134: Plans, Sheet E-017, MVSWGR-1A ONE -LINE DIAGRAM (Seq. 1103 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-74. Item 6-135: Plans, Sheet E-018, MVSWGR-1B ONE -LINE DIAGRAM (Seq. 1104 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-75. Item 6-136: Plans, Sheet E-019, GENERATOR PARALLELING SWITCHGEAR PSG -1 ONE -LINE DIAGRAM (Seq. 1105 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-76. Item 6-137: Plans, Sheet E-022, GENERATOR SYSTEM CONTROL WIRING RISER DIAGRAM (Seq. 1108 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-77. Item 6-138: Plans, Sheet E-023, GENERATOR PLAN (Seq. 1109 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-78. Item 6-139: Plans, Sheet E-024, DUCTBANK SECTIONS — I (Seq. 1110 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-79. Item 6-140: Plans, Sheet E-027, DUCTBANK SECTIONS — IV (Seq. 1113 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-80. Item 6-141: Plans, Sheet E-032 COMMUNICATIONS HOUSE DETAILS (Seq. 1117A of 1525) Sheet E-032 is issued in its entirety as ATTACHMENT 6-81. Item 6-142: Plans, Sheet E-202, EQ STG & PFS OVERALL GROUNDING PLAN (Seq. 1119 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-82. Item 6-143: Plans, Sheet E-305, POWER PANEL PP -300 ONE -LINE DIAGRAM (Seq. 1145 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-83. Item 6-144: Plans, Sheet E-316, PTU FINE SCREENS ENLARGED POWER AND CONTROL PLAN (Seq. 1156 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-84. Item 6-145: Plans, Sheet E-327, FINE SCREEN RISER DIAGRAM (Seq. 1167 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-85. Item 6-146: Plans, Sheet E-328, BAR SCREEN RISER DIAGRAM (Seq. 1168 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-86. A-6 30 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-147: Plans, Sheet E-329, FINE SCREEN AND WASHER COMPACTOR RISER DIAGRAM (Seq. 1169 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-87. Item 6-148: Plans, Sheet E-330, GRIT CLASSIFIER AND SCREENING CONTAINER RISER DIAGRAM (Seq. 1170 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-88. Item 6-149: Plans, Sheet E-332, PLC INTERFACE DIAGRAM (Seq. 1172 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-89. Item 6-150: Plans, Sheet E-701, SWITCHBOARD SWBD-700-1A ONE -LINE DIAGRAM (Seq. 1256 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-90. Item 6-151: Plans, Sheet E-702, SWITCHBOARD SWBD-700-1B ONE -LINE DIAGRAM (Seq. 1257 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-91. Item 6-152: Plans, Sheet E-705, OPERATIONS BUILDING PP -701 AND PP -703 ONE -LINE DIAGRAM (Seq. 1260 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-92. Item 6-153: Plans, Sheet E-707, OPERATIONS BUILDING PANELBOARD SCHEDULES - I (Seq. 1262 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-93. Item 6-154: Plans, Sheet E-709, OPERATIONS BUILDING AREA SITE PLAN (Seq. 1263 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-94. Item 6-155: Plans, Sheet E-710, OPERATIONS BUILDING AREA GROUNDING PLAN (Seq. 1264 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-95. Item 6-156: Plans, Sheet E-711, OPERATIONS BUILDING OVERALL PLAN — LOWER LEVEL (Seq. 1265 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-96. Item 6-157: Plans, Sheet E-713, OPERATIONS BUILDING ELECTRICAL ROOM POWER PLAN (Seq. 1267 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-97. A-6 31 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-158: Plans, Sheet E-714, OPERATIONS BUILDING ELECTRICAL ROOM CONTROLS PLAN (Seq. 1268 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-98. Item 6-159: Plans, Sheet E-715, OPERATIONS BUILDING ELECTRICAL ROOM CABLE TRAY PLAN (Seq. 1269 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-99. Item 6-160: Plans, Sheet E-717, OPERATIONS BUILDING PUMP ROOM POWER AND CONTROLS PLAN (Seq. 1271 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-100. Item 6-161: Plans, Sheet E-718, OPERATIONS BUILDING PUMP ROOM CABLE TRAY PLAN (Seq. 1272 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-101. Item 6-162: Plans, Sheet E-720, OPERATIONS BUILDING CHEMICAL ROOM ENLARGED PLAN (Seq. 1274 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-102. Item 6-163: Plans, Sheet E-721, OPERATIONS BUILDING MAINTENANCE ROOM POWER PLAN (Seq. 1275 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-103. Item 6-164: Plans, Sheet E-722, OPERATIONS BUILDING MAINTENANCE ROOM LIGHTING AND RECEPTALE PLAN (Seq. 1276 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-104. Item 6-165: Plans, Sheet E-723, OPERATIONS BUILDING UPPER LEVEL POWER AND CONTROLS PLAN (Seq. 1277 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-105. Item 6-166: Plans, Sheet E-724, OPERATIONS BUILDING AIR COMPRESSOR ENLARGED PLAN & RISER DIAGRAM (Seq. 1278 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-106. Item 6-167: Plans, Sheet E-726, OPERATIONS BUILDING FILTRATE AND BACKPULSE PUMP RISER DIAGRAM (Seq. 1280 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-107. Item 6-168: Plans, Sheet E-730, OPERATIONS BUILDING MEMBRANE SYSTEM PLC INTERFACE DIAGRAM - I (Seq. 1284 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-108. A-6 32 of 34 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 6 ATTACHMENT B Item 6-169: Plans, Sheet E-731, OPERATIONS BUILDING MEMBRANE SYSTEM PLC INTERFACE DIAGRAM - II (Seq. 1285 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-109. Item 6-170: Plans, Sheet E-732, OPERATIONS BUILDING MEMBRANE SYSTEM PLC INTERFACE DIAGRAM - III (Seq. 1286 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-110. Item 6-171: Plans, Sheet E-735, OPERATIONS BUILDING ELECTRICAL SCHEMATICS - I (Seq. 1288A of 1525) Sheet E-735 is issued in its entirety as ATTACHMENT 6-111. Item 6-172: Plans, Sheet E-770, SWITCHBOARD SWBD-770-1A AND SWBD-770-1B ONE -LINE DIAGRAM I (Seq. 1289 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-112. Item 6-173: Plans, Sheet E-773, MCC -770-1A AND MCC -770-1B ONE -LINE DIAGRAM II (Seq. 1292 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-113. Item 6-174: Plans, Sheet E-790, MAIN OPERATIONS BUILDING ADMIN AREA POWER PLAN (Seq. 1293 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-114. Item 6-175: Plans, Sheet E-791, MAIN OPERATIONS BUILDING ADMIN AREA LIGHTING AND RECEPTACLE PLAN (Seq. 1294 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-115. Item 6-176: Plans, Sheet E-795, MAIN OPERATIONS BUILDING PANELBOARD SCHEDULES (Seq. 1297 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-116. Item 6-177: Plans, Sheet E-809, UV STRUCTURE POWER AND CONTROLS PLAN (Seq. 1308 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-117. Item 6-178: Plans, Sheet E-810, UV STRUCTURE LIGHTING AND RECEPTACLES PLAN (Seq.1309 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-118. Item 6-179: Plans, Sheet E-813, UV DISINFECTION AND POST AERATION PLC INTERFACE DIAGRAM — II (Seq. 1312 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-119. A-6 33 of 34 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 6 Request for Proposals ATTACHMENT B Item 6-180: Plans, Sheet E-1100, SLUDGE HOLDING TANKS HAZARDOUS AREA CLASSIFICATION PLAN (Seq. 1323 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-120. Item 6-181: Plans, Sheet E-1102, SLUDGE HOLDING TANKS RISER DIAGRAM (Seq. 1325 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 6-121. 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 x l *. •-* 1i JOSHUA P. FRISINGER /..1.11..1 ..................._ �l� 0 97545 ��i `1�� �k�N A` ENG4 6/24/2026 Josh P. Frisinger, P.E. June 24, 2026 A-6 34 of 34 W z w C7 9 in 00 in 0 Lo 09 on PJL w U N Q .. U z JHfl Z liHHh O_ z Q WW N In z W 0° J K u o JwC� ZN r°c�r nww�a z razQC7o0Q¢ w °oNNo��o�w u3��vrw�wc��zwwzN m G >. w w r 2 zz Q C] J w >j o z w N w a Q Z z a* Ow 3 w m K°? Gov oz w °Q°OouuoF.wwuwa�;ww Ins w>i rwa Jxp� J LL Qx��zwQ yaw3 mpz W OI- r°�� II I� �aF-apQ F-sOmaZaz w�wQ�LLZ w��ULLOa zpw In vi �nw z N a N Y> U Q g O m N a Z Z X W Q F Q Vf a z Y O J O FQQ- > Z •• ° O y K 2 N p Q Di Z w Y J> w w rn F- w h ._ ._ w Q U U >i a C] 0z C7 °c x O r a' O p? 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I I UH I I 1 O r r III II I z� Imam I I I I � Ill I IIIII gz--� H III '-•II w0 �a gLLa �U m I II� III I G i5 FS 0 U 8 8 U 0 G 0 8 E E E E n g ffi $ $ E 8 ? 8 y w r K fL ? p 8 p p 8 2 2 08 yIF z zE Z Z Y G L^ y 00 0 CO 0 y n y zvii .- z a 8 0 I 00uq °JI2 �z rz a 00 m U — — va C0 U Oy Ol\� Od O= ad Od Od 0d -0d 0 O W F LL Z O O Y LL LL a I�O O WWO m Z J LLOX �m O� awl 0D �a I Z W 0 o I o° 00 o2 0 OLL Q I' I 0 I (0 ( I Oo I I ZI Iz mCOMgt 0- 6xm 6xm O ow ow oLL ¢ 0 0zII w$ 0 0 t o I NoI o° QzI Io_ U I Qa$ W> a I N N N LL> I b¢a 0ao 00 II Iow o5oa w> 0 O a a o 1 ¢ ATTACHMENT 6-29 ORT WORTH® 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 9 APRIL 2026 GAI Gupta & Associates, Inc CONSULTING ENGINEERING • -z PLUMMER Plummer Associates, Inc 1320 S University Drive, Suite 300 Fort Worth, Texas 76107 TBPE Finn No. F-13 In Association with Clyctur� Automation 4 A company of V% MCKW&CREED Jacobs ■EI MEN•I'AMEE ,\• ■■I ■■■• I■►r■i ■EI ••••,I•II►t1 ■■I mom ►"a■�►•►i ICCA LANDSCAPE ARCHITECTS ATTACHMENT 6-30 ORT WORTH® 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 2 OF 9 APRIL 2026 GAI Gupta & Associates, Inc CONSULTING ENGINEERING Y PLUMMER Plummer Associates, Inc 1320 S University Drive, Suite 300 Fort Worth, Texas 76107 TBPE Finn No. F-13 In Association with Clyctur� Automation A company of V% McIQM�CREED Jacobs NMI MEN r,�l•ra 1 NMI ■■■ 1■►r�1 NMI ■■■ 111roIII , •■I ■■■ k"4•A Sol ■■• I \m•ri LANDSCAPE ARCHITECTS ATTACHMENT 6-31 ORT WORTH® 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 3 OF 9 APRIL 2026 GAI Gupta & Associates, Inc CONSULTING ENGINEERING • -z PLUMMER Plummer Associates, Inc 1320 S University Drive, Suite 300 Fort Worth, Texas 76107 TBPE Finn No. F-13 In Association with Clyctur� Automation 4 A company of V% MCKW&CREED Jacobs F C'.E OT�xq*P 11 * ..*j r........ JOSHUA JOSHUA P. FRISINGER /......................... 1 /Ir p, 97645 :�i t��`SSEBI8S5p�. \' h_r 6/10/2026 ■EI MEN•I'AMEE ,\• ■■I ■■■• I■►r■i ■EI ••••,I•II►t1 ■■I mom ►"a■�►•►i ICCA LANDSCAPE ARCHITECTS ATTACHMENT 6-32 ORT WORTH® 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 4 OF 9 APRIL 2026 GAI Gupta & Associates, Inc CONSULTING ENGINEERING • -z PLUMMER Plummer Associates, Inc 1320 S University Drive, Suite 300 Fort Worth, Texas 76107 TBPE Finn No. F-13 In Association with Clyctur� Automation 4 A company of V% MCKW&CREED Jacobs ■EI MEN•I'AMEE ,\• ■■I ■■■• I■►r■i ■EI ••••,I•II►t1 ■■I mom ►"a■�►•►i ICCA LANDSCAPE ARCHITECTS ATTACHMENT 6-33 ORT WORTH® 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 5 OF 9 APRIL 2026 GAI Gupta & Associates, Inc CONSULTING ENGINEERING Y PLUMMER Plummer Associates, Inc 1320 S University Drive, Suite 300 Fort Worth, Texas 76107 TBPE Finn No. F-13 In Association with Clyctur� Automation A company of V% McIQM�CREED Jacobs NMI MEN r,�l•ra 1 NMI ■■■ 1■►r�1 NMI ■■■ 111roIII , •■I ■■■ k"4•A Sol ■■• I \m•ri LANDSCAPE ARCHITECTS ATTACHMENT 6-34 ORT WORTH® 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 6 OF 9 APRIL 2026 GAI Gupta & Associates, Inc CONSULTING ENGINEERING Y PLUMMER Plummer Associates, Inc 1320 S University Drive, Suite 300 Fort Worth, Texas 76107 TBPE Finn No. F-13 In Association with Clyctur� Automation A company of V% McIQM�CREED Jacobs NMI MEN r,�l•ra 1 NMI ■■■ 1■►r�1 NMI ■■■ 111roIII , •■I ■■■ k"4•A Sol ■■• I \m•ri LANDSCAPE ARCHITECTS ATTACHMENT 6-35 ORT WORTH® 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 7 OF 9 APRIL 2026 GAI Gupta & Associates, Inc CONSULTING ENGINEERING • -z PLUMMER Plummer Associates, Inc 1320 S University Drive, Suite 300 Fort Worth, Texas 76107 TBPE Finn No. F-13 In Association with Clyctur� Automation 4 A company of V% MCKW&CREED Jacobs F C'.E OT�xq*P 11 * ..*j r........ JOSHUA JOSHUA P. FRISINGER /......................... 1 /Ir p, 97645 :�i t��`SSEBI8S5p�. \' h_r 6/10/2026 ■EI MEN•I'AMEE ,\• ■■I ■■■• I■►r■i ■EI ••••,I•II►t1 ■■I mom ►"a■�►•►i ICCA LANDSCAPE ARCHITECTS ATTACHMENT 6-36 ORT WORTH® 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 8 OF 9 APRIL 2026 GAI Gupta & Associates, Inc CONSULTING ENGINEERING • -z PLUMMER Plummer Associates, Inc 1320 S University Drive, Suite 300 Fort Worth, Texas 76107 TBPE Finn No. F-13 In Association with Clyctur� Automation 4 A company of V% MCKW&CREED Jacobs F C'.E OT�xq*P 11 * ..*j r........ JOSHUA JOSHUA P. FRISINGER /......................... 1 /Ir p, 97645 :�i t��`SSEBI8S5p�. \' h_r 3/30/2026 ■EI MEN•r,►■■►,\• ■■I ■■■• I■►r■i ■EI ••••,I•II►t1 ■■I mom ►"a■�►•►i ICCA LANDSCAPE ARCHITECTS ATTACHMENT 6-37 ORT WORTH® 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 9 OF 9 APRIL 2026 GAI Gupta & Associates, Inc CONSULTING ENGINEERING • -z PLUMMER Plummer Associates, Inc 1320 S University Drive, Suite 300 Fort Worth, Texas 76107 TBPE Finn No. F-13 In Association with Clyctur� Automation 4 A company of V% MCKW&CREED Jacobs ■EI MEN•I'AMEE ,\• ■■I ■■■• I■►r■i ■EI ••••,I•II►t1 ■■I mom ►"a■�►•►i ICCA LANDSCAPE ARCHITECTS ATTACHMENT 6-38 MARYS CREEK WRF SECTION 40 61 96C CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 TABLE OF CONTENTS 1.1 BIOREACTOR DISTRIBUTION BOX SYSTEM (I-500) ............................................... 1 1.2 BIOREACTOR BASIN 1-4 FERMENTER PUMPS (I-501, I-503, I-505 & 507) ............ 3 1.3 BIOREACTOR BASINS 1-4 RECYCLE PUMPS (I-501, I-503, I-505, 1-507)................5 1.4 BIOREACTOR BASINS 1-4 MIXERS (I-501, I-503, I-505, I-507) ................................. 9 1.5 BIOREACTOR BASINS 1-4 RS FLOW CONTROL (I-501, I-503, I-505, 1-507).........13 1.6 BIOREACTOR BASINS 1-4 AIR FLOW CONTROL (I-502, I-504, I-506, 1-508).......15 1.7 SWS & SCUM PUMP STATION (I-570)........................................................................ 22 1.8 BIOREACTORS AIR BLAST SYSTEM (I-501 - I-509) ............................................... 25 1.9 FERRIC SULFATE CHEMICAL STORAGE SYSTEM (1-590)....................................28 1.10 SUPPLEMENTAL CARBON CHEMICAL STORAGE AND FEED SYSTEM (I-595)30 1.11 AERATION BLOWER SYSTEM (I-770)....................................................................... 33 PART 1 CONTROL DESCRIPTIONS 1.1 BIOREACTOR DISTRIBUTION BOX SYSTEM (I-500) PLC EQUIPMENT EQUIPMENT NO. PLC -500 BIOREACTOR DISTRIBUTION BOX SLIDE GATE NO. 1 BDB01_C01_SG01 PLC -500 BIOREACTOR DISTRIBUTION BOX SLIDE GATE NO. 2 BDB01_C02_SG01 PLC -500 BIOREACTOR DISTRIBUTION BOX SLIDE GATE NO. 3 BDB01_C03_SG01 PLC -500 BIOREACTOR DISTRIBUTION BOX SLIDE GATE NO. 4 BDB01_C04_SG01 PLC -500 BIOREACTOR DISTRIBUTION BOX SLIDE GATE NO. 5 (FUTURE) BDB01_C05_SG01 PLC -500 BIOREACTOR DISTRIBUTION BOX SLIDE GATE NO. FUTURE 6 BDB01_C06_SG01 PLC -500 BIOREACTOR DISTRIBUTION BOX LEVEL BDB01_ C00 _LIT01 PLC -500 BIOREACTOR DISTRIBUTION BOX HIGH LEVEL BDB01_C00_LSH01 PLC -500 BIOREACTOR DISTRIBUTION BOX LEL ANALYZER BDB01_C00 AIT01 PLC -500 BIOREACTOR DISTRIBUTION BOX HIGH LEL BDB01_C00 ASH01 PLC -500 BIOREACTOR DISTRIBUTION BOX H2S ANALYZER BDB01_C00 AIT02 PLC -500 BIOREACTOR DISTRIBUTION BOX HIGH H2S BDB01_C00 ASH02 A. Overview 1. There are four Bioreactor Basins part of this project. The Bioreactor MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C -1 ATTACHMENT 6-38 MARYS CREEK WRF Distribution Box receives the flow from the PTU and distributes to Bioreactor Basins 1-4. 2. The Bioreactor Distribution Box contains six (6) Slide Gates, with Slide Gates 1-4 sending flow to Bioreactor Basin 1-4 and Slide Gates 5-6 being reserved for future Bioreactor Basins 5-6. These slide gates are connected to the Plant PCS for monitoring and I/O control on PLC -500. 3. The Bioreactor Distribution Box is equipped with a level transmitter and a High -Level Float Switch. 4. The Bioreactor Distribution Box is equipped with LEL and Hydrogen Sulfide (H2S) Gas Detection Analyzer. They are installed alongside High LEL and High H2S (monitored in PPM) Analytical Switches, which will provide LEL and H2S safety alarms back to SCADA for monitoring the level of LEL and H2S presence. B. Local Manual/Automatic Control Local Manual Control a. Each Slide Gate can be controlled manually from the local control panel when the H/O/A switch is placed in the HAND position. An operator can locally open/close the gate when applicable. b. There is no control when the H/O/A switch is placed in the OFF position. 2. Local Automatic Control a. No Local Automatic Control is provided. C. Remote Manual/Automatic Control Remote Manual Control a. The Slide Gates will be available for Remote Manual Control from the PLC when the HIO/A selector switch is placed in the AUTO position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Manual mode. b. The following manual controls are provided at the PCS HMI: 1) The operator can send open/close commands from the PCS HMI Screen to remotely open or close the slide gate. 2. Remote Automatic Control a. No Remote Automatic Control is provided. D. Software Permissives There are no software permissives. E. Hardwired Interlocks There are no hardwired interlocks. F. Calculated Alarms and Variables Refer to Section 40 61 96 — Control Descriptions. G. PCS Inputs and Outputs Refer to the Division 40, Section 40 61 93 — Input/Output List for field and digital input/output points associated with this strategy. CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C -2 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF 1.2 BIOREACTOR BASIN 1-4 FERMENTER PUMPS (I-501, I-503, I-505 & 507) PLC EQUIPMENT EQUIPMENT NO. PLC -500 BIOREACTOR 1 FERMENTER PUMP 1 BRBO1_FERMO1_PMPO1 PLC -500 BIOREACTOR 1 FERMENTER ORP ANALYZER (FUTURE) BRB01_FERM01_AIT100 PLC -500 BIOREACTOR 1 FERMENTER METHANE ANALYZER BRBOI_FERMO1_AIT1 01 PLC -500 BIOREACTOR 1 FERMENTER FLOW BRB01_FERM01_FIT100 PLC -500 BIOREACTOR 2 FERMENTER PUMP 1 BRB02_FERMO1_PMPO1 PLC -500 BIOREACTOR 2 FERMENTER ORP ANALYZER BRB02_FERMOI AIT100 PLC -500 BIOREACTOR 2 FERMENTER METHANE ANALYZER BRB02_FERM0I_AITI 01 PLC -500 BIOREACTOR 2 FERMENTER FLOW BRB02_FERMO1_FIT100 PLC -500 BIOREACTOR 3 FERMENTER PUMP 1 BRB03_FERMO1_PMPO1 PLC -500 BIOREACTOR 3 FERMENTER ORP ANALYZER BRB03_FERMO1_AIT100 PLC -500 BIOREACTOR 3 FERMENTER METHANE ANALYZER BRB03_FERMO1_AITI 01 PLC -500 BIOREACTOR 3 FERMENTER FLOW BRB03_FERMOI_FIT100 PLC -500 BIOREACTOR 4 FERMENTER PUMP 1 BRB04_FERMOI_PMPO 1 PLC -500 BIOREACTOR 4 FERMENTER ORP ANALYZER (FUTURE) BRB04_FERMOI_AIT IOO PLC -500 BIOREACTOR 4 FERMENTER METHANE ANALYZER BRB04 FERM01_AIT101 PLC -500 BIOREACTOR 4 FERMENTER FLOW BRB04_FERMO1_FIT100 A. Overview There are four Bioreactor Basins being installed as part of this project with one fermenter zone in each of the four basins. 2. Flow is pumped from the Bioreactors anaerobic zones into the fermenter zones through the Fermenter Submersible Pump. Each pump is controlled by a local VFD. Pumped flow will be metered by the magnetic flow meter. 3. The ORP analyzer will be installed to send operations data to SCADA and the Methane (CH4) Analyzer will provide methane safety alarms back to SCADA for monitoring the level of Methane presence. The ORP analyzers for Basins 1 and 4 are reserved for future monitoring. MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C -3 ATTACHMENT 6-38 MARYS CREEK WRF B. Local Manual/Automatic Control Local Manual Control a. The Pumps can be controlled manually from the local control panel when the L/O/R switch is placed in the LOCAL position. An operator may locally Start, Stop, and adjust the speed (0-100 percent, where applicable) of each pump. b. There is no control when the L/O/R switch is placed in the OFF position. 2. Local Automatic Control a. No Local Automatic Control is provided. C. Remote Manual/Automatic Control Remote Manual Control a. The Pumps will be available for Remote Manual Control from the PLC when the L/O/R selector switch is placed in the REMOTE position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Manual mode. b. The following manual controls are provided at the PCS HMI: 1) Operator can send commands to manually Start/Stop each pump from their respective HMI screens. 2) The Operator can set the speed setpoint of each pump and manually adjust the pump speed from their respective HMI screens. 2. Remote Automatic Control a. No Remote Automatic Control is provided. D. Software Permissives 1. There are no software permissives. E. Hardwired Interlocks 1. A motor over torque, motor temperature alarm, leak switch and E -STOP shall be interlocked. F. Calculated Alarms and Variables 1. Refer to Section 40 61 96. 2. ORP alarms shall be implemented when ORP reading is out above the normal 5 range of -100 to -100 mV. 3. A Control Room HMI notification for high CH4 alarm will be activated if any gas level at each basin reaches the Gas Alarm threshold (50% and 90% of the Lower Explosive Limit for Beacon and Horn Alarms) G. PCS Inputs and Outputs 1. Refer to the Division 40 Input/Output List for field and digital input/output points associated with this strategy. CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C -4 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF 1.3 BIOREACTOR BASINS 1-4 RECYCLE PUMPS (I-501, I-503, I-505, I-507) PLC EQUIPMENT EQUIPMENT NO. PLC 500 BIOREACTOR BASIN NO. 1 PRE ANOXIC ZONE NO. 2 BRB01_ARCY01_PMP01 RECYCLE PUMP NO.1 PLC _500 BIOREACTOR BASIN NO. 1 PRE ANOXIC ZONE NO. 2 BRBO1_AX02_AIT100 NITRATE ANALYZER (FUTURE) PLC 500 BIOREACTOR BASIN NO. 1 PRE ANOXIC ZONE NO. 2 BRBO1_ARCY01_FIT100 RECYCLE FLOW PLC 500 BIOREACTOR BASIN NO. 1 AEROBIC ZONE NO. 3 BRB01_NRCY01_PMP01 RECYCLE PUMP NO.1 PLC 500 BIOREACTOR BASIN NO. 1 AEROBIC ZONE NO. 3 BRB01_AE03_AIT100 NITRATE ANALYZER (FUTURE) PLC 500 BIOREACTOR BASIN NO. 1 AEROBIC ZONE NO. 3 BRB01_AE03_AIT101 TOTAL SUSPENDED SOLIDS ANALYZER (FUTURE) PLC 500 BIOREACTOR BASIN NO. 1 AEROBIC ZONE NO. 3 BRB01_NRCY01_FIT100 RECYCLE FLOW PLC 500 BIOREACTOR BASIN NO.2 PRE ANOXIC ZONE NO. 2 BRB02_ARCY01_PMP01 RECYCLE PUMP NO.I PLC 500 BIOREACTOR BASIN NO. 2 PRE ANOXIC ZONE NO. 2 BRB02_AX02_AIT100 NITRATE ANALYZER PLC 500 BIOREACTOR BASIN NO. 2 PRE ANOXIC ZONE NO. 2 BRB02_ARCY01_FIT100 RECYCLE FLOW PLC 500 BIOREACTOR BASIN NO.2 AEROBIC ZONE NO. 3 BRB02_NRCY01_PMP01 RECYCLE PUMP NO.I PLC 500 BIOREACTOR BASIN NO. 2 AEROBIC ZONE NO. 3 BRB02_AE03_AIT100 NITRATE ANALYZER PLC 500 BIOREACTOR BASIN NO. 2 AEROBIC ZONE NO. 3 BRB02_AE03_AIT101 TOTAL SUSPENDED SOLIDS ANALYZER PLC 500 BIOREACTOR BASIN NO.2 AEROBIC ZONE NO. 3 BRB02_NRCY01_FIT100 RECYCLE FLOW PLC 500 BIOREACTOR BASIN NO. 3 PRE ANOXIC ZONE NO. 2 BRB03_ARCY01_PMPO1 RECYCLE PUMP NO.I PLC 500 BIOREACTOR BASIN NO. 3 PRE ANOXIC ZONE NO. 2 BRB03_AX02_AIT100 NITRATE ANALYZER PLC 500 BIOREACTOR BASIN NO. 3 PRE ANOXIC ZONE NO. 2 BRB03_ARCY01_FIT100 RECYCLE FLOW PLC 500 BIOREACTOR BASIN NO. 3 AEROBIC ZONE NO. 3 BRB03_NRCY01_PMP01 RECYCLE PUMP NO.1 PLC 500 BIOREACTOR BASIN NO. 3 AEROBIC ZONE NO. 3 BRB03_AE03_AIT100 NITRATE ANALYZER PLC 500 BIOREACTOR BASIN NO. 3 AEROBIC ZONE NO. 3 BRB03_AE03_AIT101 TOTAL SUSPENDED SOLIDS ANALYZER MARCH 30, 2026 ©COPYRIGHT 2026 MCKIM & CREED CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 40 61 96C - 5 ATTACHMENT 6-38 MARYS CREEK WRF D PLC EQUIPMENT EQUIPMENT NO. PLC 500 BIOREACTOR BASIN NO. 3 AEROBIC ZONE NO. 3 BRB03 NRCYO1_FIT100 RECYCLE FLOW PLC 500 BIOREACTOR BASIN NO. 4 PRE ANOXIC ZONE NO. 2 BRB04_ARCYO1_PMPO 1 RECYCLE PUMP NO.1 PLC 500 BIOREACTOR BASIN NO. 4 PRE ANOXIC ZONE NO. 2 BRB04_AX02_AIT100 NITRATE ANALYZER (FUTURE) PLC 500 BIOREACTOR BASIN NO.4 PRE ANOXIC ZONE NO. 2 BRB04_ARCYO1_FIT100 RECYCLE FLOW PLC 500 BIOREACTOR BASIN NO.4 AEROBIC ZONE NO. 3 BRB04 NRCY01_PMPO1 RECYCLE PUMP NO.1 PLC 500 BIOREACTOR BASIN NO. 4 AEROBIC ZONE NO. 3 BRB04 AE03_AIT100 NITRATE ANALYZER (FUTURE) PLC 500 BIOREACTOR BASIN NO.4 AEROBIC ZONE NO. 3 BRB04_AE03_AIT101 TOTAL SUSPENDED SOLIDS ANALYZER (FUTURE) PLC 500 BIOREACTOR BASIN NO.4 AEROBIC ZONE NO. 3 BRB04 NRCYO1_FIT100 RECYCLE FLOW A. Overview 1. There are two Recycle Pumps in each of the four Bioreactor Basins as part of this project, with one pump located in Pre Anoxic Zone 2 (ARCY) and the second pump located in Aerobic Zone 3 (NRCY). Each are controlled by a VFD. 2. Flow is pumped and recycled from the Bioreactors pre anoxic zones back into the anaerobic zones through ARCY pump and Mixing Chimney. Flow is pumped and recycled again in the later stages of the basin from the aerobic zones back into the pre anoxic zones through the NRCY pump. Pumped flow for both recycling processes will be metered by the magnetic flow meters. 3. Nitrate (NO3) analyzers are installed in both recycling processes and the Total Suspended Solids (TSS) Analyzer is installed in the second recycling stage (NRCY) to provide safety alarms and operational data back to SCADA for monitoring the level of Nitrate and TSS presence. The NO3 analyzers for Basins 1 and 4 are reserved for future monitoring. B. Local Manual/Automatic Control Local Manual Control a. The Pumps can be controlled manually from the local control panel when the L/O/R switch is placed in the LOCAL position. An operator may locally Start and Stop the pump and adjust the speed (0-100 percent, where applicable) of the pump on the local VFD. b. There is no control when the L/O/R switch is placed in the OFF position. CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C -6 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF 2. Local Automatic Control a. No Local Automatic Control is provided. C. Remote Manual/Automatic Control Remote Manual Control a. The Pumps will be available for Remote Manual Control from the PLC when the L/O/R selector switch is placed in the REMOTE position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Manual mode. b. The following manual controls are provided at the PCS HMI: 1) Operator can send commands to manually Start/Stop each pump from their respective HMI screens. 2) The Operator can set the speed setpoint of each pump and manually adjust the pump speed from their respective HMI screens. 2. Remote Automatic Control a. Both Recycle Pumps — Ratio Relay Control 1) A pump will be available for Remote Automatic Control from the PLC when the L/O/R selector switch is placed in the REMOTE position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in the Automatic mode. 2) The PLC will implement a ratio relay control method to modulate pump speed to maintain an operator -entered Flow Ratio setpoint to both Recycle flow meters. 3) The pump flow curves, pump speed feedback, and pump amperage feedback signals shall be used to define the pump discharge flow rates across each pump's speed range of 0-100%. 4) The ratio controller shall calculate the pump speed required to maintain the Flow Ratio setpoint to the influent flow reading. The resulting pump flow setpoint calculation will be utilized in a PID loop with the calculated flow from the pump speed utilized as the process variable. a) Pump Flow S.P.= (Effluent Flow / Basins Online) * (Flow Ratio Setpoint) b. NRCY Recycle Pump — Nitrate Feedback Control 1) A pump will be available for Remote Automatic Control from the PLC when the L/O/R selector switch is placed in the REMOTE position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in the Automatic mode. 5 2) An operator -entered Nitrate setpoint is entered for the NRCY Pump on the HMI. This will be used as a setpoint for a PID controller. 3) The feedback input for the PID is the Nitrate analyzer located in Aerobic Zone 3. The PID output signal controls the speed of each MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C -7 ATTACHMENT 6-38 MARYS CREEK WRF pump (0-100 percent) to maintain their respective nitrate setpoint. 4) The PID output will continuously update based on the current 5 Nitrate reading, which will continuously update the required VFD speed of the pump to meet the desired Nitrate setpoint. D. Software Permissives 1. There are no software permissives. E. Hardwired Interlocks 1. A motor over torque, motor temperature alarm, leak switch and E -STOP shall be interlocked. F. Calculated Alarms and Variables 1. Refer to Section 40 61 96. 2. PCS to calculate ANOXIC IMLR FLOW on % pump speed and manufacturer provided flow curve. 3. PCS to calculate AEROBIC IMLR FLOW on % pump speed and manufacturer provided flow curve. G. PCS Inputs and Outputs 1. Refer to the Division 40 Input/Output List for field and digital input/output points associated with this strategy. CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C -8 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF 1.4 BIOREACTOR BASINS 1-4 MIXERS (I-501, I-503, 1-505, I-507) D D PLC EQUIPMENT EQUIPMENT NO. PLC -500 BIOREACTOR BASIN NO. 1 FERMENTER BRB01_FERM01_MX01 MIXER NO. 1 PLC -500 BIOREACTOR BASIN NO. 1 FERMENTER BRBO1_FERMOI_MX02 MIXER NO. 2 PLC -500 BIOREACTOR BASIN NO. 1 ANAEROBIC BRB01_AN01_MXO1 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 1 ANAEROBIC BRBO1_AN02_MXO 1 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO. 1 ANAEROBIC BRB0 1_AN02_AIT 101 ZONE NO. 2 ORP ANALYZER (FUTURE) PLC -500 BIOREACTOR BASIN NO. 1 PRE ANOXIC BRBO1_AX01_MX01 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 1 PRE ANOXIC BRBO1_AX02_MXO1 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO. 1 POST ANOXIC BRB01_AX03_MXO1 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 1 POST ANOXIC BRBO1_AX04_MXO1 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO. 2 FERMENTER BRB02 FERM0 I_MX01 MIXER NO. I PLC -500 BIOREACTOR BASIN NO. 2 FERMENTER BRB02_FERMOI_MX02 MIXER NO. 2 PLC -500 BIOREACTOR BASIN NO. 2 ANAEROBIC BRB02_AN01_MX01 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 2 ANAEROBIC BRB02_AN02_MXO 1 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO. 2 ANAEROBIC BRB02_AN02_AIT101 ZONE NO. 2 ORP ANALYZER PLC -500 BIOREACTOR BASIN NO. 2 PRE ANOXIC BRB02 AXO1_MXO1 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 2 PRE ANOXIC BRB02_AX02_MXO 1 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO. 2 POST ANOXIC BRB02_AX03_MXO1 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 2 POST ANOXIC BRB02_AX04_MXO1 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO. 3 FERMENTER BRB03_FERM01_MX01 MIXER NO. I PLC -500 BIOREACTOR BASIN NO. 3 FERMENTER BRB03_FERM01_MX02 MIXER NO. 2 MARCH 30, 2026 ©COPYRIGHT 2026 MCKIM & CREED CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 40 61 96C - 9 ATTACHMENT 6-38 MARYS CREEK WRF D D PLC EQUIPMENT EQUIPMENT NO. PLC -500 BIOREACTOR BASIN NO. 3 ANAEROBIC BRB03_AN01_MX01 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 3 ANAEROBIC BRB03_AN02_MX01 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO. 3 ANAEROBIC BRB01_AN03_AIT 101 ZONE NO. 2 ORP ANALYZER PLC -500 BIOREACTOR BASIN NO. 3 PRE ANOXIC BRB03_AX01_MX01 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 3 PRE ANOXIC BRB03_AX02_MX0 1 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO. 3 POST ANOXIC BRB03_AX03_MX01 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 3 POST ANOXIC BRB03 AX04_MX0 1 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO. 4 FERMENTER BRB04_FERM01_MX0I MIXER NO. 1 PLC -500 BIOREACTOR BASIN NO. 4 FERMENTER BRB04_FERM0I_MX02 MIXER NO. 2 PLC -500 BIOREACTOR BASIN NO. 4 ANAEROBIC BRB04_AN01_MX01 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO.4 ANAEROBIC BRB04 AN02_MX0 1 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO. 4 ANAEROBIC BRB01_AN04_AIT101 ZONE NO. 2 ORP ANALYZER (FUTURE) PLC -500 BIOREACTOR BASIN NO. 4 PRE ANOXIC BRB04_AX01_MX01 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 4 PRE ANOXIC BRB04_AX02_MX01 ZONE NO. 2 MIXER PLC -500 BIOREACTOR BASIN NO.4 POST ANOXIC BRB04_AX03_MX01 ZONE NO. 1 MIXER PLC -500 BIOREACTOR BASIN NO. 4 POST ANOXIC BRB04_AX04_MX0I ZONE NO.2 MIXER A. Overview 1. Eight mechanical mixers are installed in each of the four Bioreactor Basins. The mixers are added to the PLC and PCS HMI for monitoring. 2. Two Mixers are installed in the Fermenter Zone while One Mixer is installed in both Anaerobic Zones, Pre Anoxic Zones, and Post Anoxic Zones. 3. Each Anaerobic Mixers is controlled by a local VFD. The non -Anaerobic Mixers are Start/Stop constant speed mixers only. 4. An ORP analyzer is located in Anaerobic Zone No.2 will be installed to send operations data to SCADA. The ORP analyzers for Basins 1 and 4 are reserved for future monitoring. CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 10 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF B. Local Manual/Automatic Control Local Manual Control a. The mixers can be controlled manually from the local control panel when the H/O/A switch is placed in the HAND position. An operator may locally Start and Stop the mixer. b. For the Anaerobic Mixers, the operator may adjust the speed (0-100 percent, where applicable) of the Mixer is controlled on the local VFD. c. There is no mixer control when the H/O/A switch is placed in the OFF position. 2. Local Automatic Control a. No Local Automatic Control is provided. C. Remote Manual/Automatic Control 1. Remote Manual Control a. The Mixers will be available for Remote Manual Control from the PLC when the H/O/A selector switch is placed in the AUTO position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in the Manual mode. b. The following manual controls are provided at the PCS HAVH: 1) The operator shall control each mixer using the START and STOP commands at the PCS HMI. 2) For the Anaerobic Mixers controlled by the VFD, the operator can set the speed setpoint of each pump and manually adjust the pump speed from their respective HMI screens. 2. Remote Automatic Control a. Anaerobic Mixers 1) A mixer will be available for Remote Automatic Control from the PLC when the H/O/A selector switch is placed in the AUTO position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in the Automatic mode. 2) An operator -entered Anaerobic ORP setpoint is entered for each mixer on the HMI. This will be used as a setpoint for a PID controller. 3) The feedback input for the PID is the ORP analyzer located in s Anaerobic Zone No. 2. The PID output signal controls the speed of each mixer (0-100 percent) to maintain the Anaerobic ORP setpoint. 4) The PID output will continuously update based on the current ORP reading, which will continuously update the required VFD speed of each mixer to meet the desired ORP setpoint. b. Non-Fermenter Zone Mixers 1) There is no Remote Automatic Control present. D. Software Permissives 1. MIXER LOCKOUT ALARM: If mixer is set to run and not running in 30 MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 11 ATTACHMENT 6-38 MARYS CREEK WRF seconds. Requires "MIXER RESET" select from the HMI. E. Hardwired Interlocks A motor over torque, motor temperature alarm, leak switch and E -STOP shall be interlocked. F. Calculated Alarms and Variables 1. Refer to Section 40 61 96. G. PCS Inputs and Outputs Refer to the P&ID Drawings and Division 40 Input/Output List for field and digital input/output points associated with this strategy. CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 12 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF 1.5 BIOREACTOR BASINS 1-4 RS FLOW CONTROL (I-501. I-503. I-505. I-507) PLC EQUIPMENT EQUIPMENT NO. PLC -500 BIOREACTOR BASIN 1 RS CONTROL BRB01_RS01_PV01 VALVE PLC -500 BIOREACTOR BASIN 2 RS CONTROL BRB02_RS01_PVOI VALVE PLC -500 BIOREACTOR BASIN 3 RS CONTROL BRB03_RS01_PVO1 VALVE PLC -500 BIOREACTOR BASIN 4 RS CONTROL BRB04_RSO1_PVOI VALVE PLC -500 BIOREACTOR BASIN 1 RS BRB01_RS01_FIT100 FLOW METER PLC -500 BIOREACTOR BASIN 2 RS BRB02_RS01_FIT100 FLOW METER PLC -500 BIOREACTOR BASIN 3 RS BRB03_RSO1_FIT 100 FLOW METER PLC -500 BIOREACTOR BASIN 4 RS BRB04_RSO1_FIT 100 FLOW METER PLC -700 RETURN ACTIVATED SLUDGE RS01_B01_PMPI 1 PUMP STATION RS PUMP 1 PLC -700 RETURN ACTIVATED SLUDGE RS01_B01_PMP21 PUMP STATION RS PUMP 2 PLC -700 RETURN ACTIVATED SLUDGE RSO1 BO1_PMP31 PUMP STATION RS PUMP 3 PLC -700 RETURN ACTIVATED SLUDGE RS01_B01_PMP41 PUMP STATION RS PUMP 4 PLC -700 RETURN ACTIVATED SLUDGE RS01 B01_PMP51 PUMP STATION RS PUMP 5 A. Overview 1. RS Flow from the 5 RS Pumps at the RS Pump Station flows in one pipeline to each Bioreactor Basin at Aerobic Zone 1. 2. Each pipeline is equipped with a motorized plug valve to control the amount of RS flow to each Basin. 3. A magnetic flow meter is located downstream of each plug valve to monitor the amount of RS flow to each basin. B. Local Manual/Automatic Control 1. Local Manual Control a. The valves can be controlled manually when the L/O/R switch is placed in the LOCAL position. An operator may locally adjust the open position (0-100 percent) of each valve. b. There is no valve control when the L/O/R switch is placed in the OFF position. 2. Local Automatic Control a. There is no Local Automatic Control. MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 13 ATTACHMENT 6-38 MARYS CREEK WRF C. Remote Manual/Automatic Control 1. Remote Manual Control a. The valves will be available for Remote Manual Control from the PLC when the L/O/R selector switch is placed in the REMOTE position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Manual mode. b. The following manual controls are provided at the PCS HMI: 1) The operator can set and adjust the open and close position each valve from the PCS HMI Screen, from 0-100 percent. 2. Remote Automatic Control a. The valves will be available for Remote Manual Control from the PLC when the L/O/R selector switch is placed in the REMOTE position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Automatic mode. b. The control system will calculate the RS Flow setpoint, which is 4-6 times the influent flow measured by the PTU Coarse Screen Influent flow meters (CSCO1_COO _FIT01 or CSCO1_COO _FIT02). The control system will then automatically adjust the valve position to meet and maintain the desired RS flow for each basin. D. Software Permissives There are no software permissives. E. Hardwired Interlocks There are no hardwire interlocks. F. Calculated Alarms and Variables Refer to Section 40 61 96 — Control Descriptions. G. PCS Inputs and Outputs Refer to the Division 40 Input/Output List for field and digital input/output points associated with this strategy. CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 14 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF 1.6 BIOREACTOR BASINS 1-4 AIR FLOW CONTROL (I-502, I-504, I-506, I-508) PLC EQUIPMENT EQUIPMENT NO. PLC -500 BIOREACTOR BASIN NO. 1 AEROBIC BRB01_ALP01_FIT101 ZONE NO. 3 AIR FLOW PLC -500 BIOREACTOR BASIN NO. 1 AEROBIC BRB01_AE02 AIT100_DO ZONE NO. 2 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO. 1 AEROBIC BRB01_AE03 AIT100 NH3 ZONE NO. 3 AMMONIA ANALYZER FUTURE PLC -500 BIOREACTOR BASIN NO. 1 POST ANOXIC BRBO1_ALP01_DCV02 ZONE NO. 1 AIR VALVE PLC -500 BIOREACTOR BASIN NO. 1 POST ANOXIC BRBO1_AX03_AIT100_DO ZONE NO. 1 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO. 1 POST ANOXIC BRB01_ALP01_FIT100 ZONE NO. 2 AIR FLOW PLC -500 BIOREACTOR BASIN NO. 1 POST ANOXIC BRBO1_ALPO1_DCV03 ZONE NO. 2 AIR VALVE PLC -500 BIOREACTOR BASIN NO. 1 POST ANOXIC BRB01_AX04_AIT100_DO ZONE NO. 2 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO. 1 POST BRB01_AX04_AIT101 ANOXIXC ZONE NO. 2 AMMONIA ANALYZER (FUTURE) PLC -500 BIOREACTOR BASIN NO. 1 AIR VALVE BRB01_ALPOI_DCVO1 PLC -500 BIOREACTOR BASIN NO. 2 AEROBIC BRB02_ALPO1_FITIOI ZONE NO. 3 AIR FLOW PLC -500 BIOREACTOR BASIN NO. 2 AEROBIC BRB02_AE02_AIT 100_DO ZONE NO. 2 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO. 2 AEROBIC BRB02_AE03_AIT 100_NH3 ZONE NO. 3 AMMONIA ANALYZER PLC -500 BIOREACTOR BASIN NO. 2 POST ANOXIC BRB02_ALPO1_DCV02 ZONE NO. 1 AIR VALVE PLC -500 BIOREACTOR BASIN NO. 2 POST ANOXIC BRB02_AX03_AIT100_DO ZONE NO. 1 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO. 2 POST ANOXIC BRB02_ALP01 _FIT 100 ZONE NO. 2 AIR FLOW PLC -500 BIOREACTOR BASIN NO. 2 POST ANOXIC BRB02 ALP01 DCV03 ZONE NO. 2 AIR VALVE A D D D MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 15 ATTACHMENT 6-38 MARYS CREEK WRF PLC EQUIPMENT EQUIPMENT NO. PLC -500 BIOREACTOR BASIN NO. 2 POST ANOXIC BRB02_AX04_AIT100_DO ZONE NO. 2 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO. 2 POST BRB02_AX04_AIT101 ANOXIXC ZONE NO. 2 AMMONIA ANALYZER PLC -500 BIOREACTOR BASIN NO. 2 AIR VALVE BRB02_ALP01_DCV01 PLC -500 BIOREACTOR BASIN NO. 3 AEROBIC BRB03_ALPO1_FIT101 ZONE NO. 3 AIR FLOW PLC -500 BIOREACTOR BASIN NO. 3 AEROBIC BRB03_AE02_AIT 100_DO ZONE NO. 2 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO. 3 AEROBIC BRB03_AE03_AIT 100_NH3 ZONE NO. 3 AMMONIA ANALYZER PLC -500 BIOREACTOR BASIN NO. 3 POST ANOXIC BRB03_ALP01_DCV02 ZONE NO. 1 AIR VALVE PLC -500 BIOREACTOR BASIN NO. 3 POST ANOXIC BRB03_AX03_AIT100_DO ZONE NO. 1 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO. 3 POST ANOXIC BRB03_ALPO1_FIT100 ZONE NO. 2 AIR FLOW PLC -500 BIOREACTOR BASIN NO. 3 POST ANOXIC BRB03_ALPO1_DCV03 ZONE NO. 2 AIR VALVE PLC -500 BIOREACTOR BASIN NO. 3 POST ANOXIC BRB03_AX04_AIT100_DO ZONE NO. 2 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO. 3 POST BRB03_AX04_AIT101 ANOXIXC ZONE NO. 2 AMMONIA ANALYZER PLC -500 BIOREACTOR BASIN NO. 3 AIR VALVE BRB03_ALPO1_DCVO1 PLC -500 BIOREACTOR BASIN NO. 4 AEROBIC BRB04_ALPO1_FITIO1 ZONE NO. 3 AIR FLOW PLC -500 BIOREACTOR BASIN NO. 4 AEROBIC BRB04_AE02_AIT100_DO ZONE NO. 2 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO.4 AEROBIC BRB04_AE03_AIT100 NH3 ZONE NO. 3 AMMONIA ANALYZER FUTURE) PLC -500 BIOREACTOR BASIN NO. 4 POST ANOXIC BRB04_ALPO I_DCV02 ZONE NO. 1 AIR VALVE D D D D CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 16 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF PLC EQUIPMENT EQUIPMENT NO. PLC -500 BIOREACTOR BASIN NO. 4 POST ANOXIC BRB04_AX03_AIT100_DO ZONE NO. 1 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO.4 POST ANOXIC BRB04_ALP01_FIT100 ZONE NO. 2 AIR FLOW PLC -500 BIOREACTOR BASIN NO. 4 POST ANOXIC BRB04_ALPO1_DCV03 ZONE NO. 2 AIR VALVE PLC -500 BIOREACTOR BASIN NO. 4 POST ANOXIC BRB04_AX04_AIT100_DO ZONE NO. 2 DISSOLVED OXYGEN ANALYZER PLC -500 BIOREACTOR BASIN NO. 4 POST BRB04_AX04_AIT101 ANOXIXC ZONE NO. 2 AMMONIA ANALYZER (FUTURE) PLC -500 BIOREACTOR BASIN NO. 4 AIR VALVE BRB04 ALPO 1 DCVO I A. Overview 1. There are four Bioreactor Basins part of this project. Each Bioreactor Basins receive flow from the Bioreactor Distribution Box, which distributes flow from the PTU to each basin. Mixed Liquor travels to the Membrane Tanks and SWS Scum Pump Station. 2. Air flow control consists of four Aeration Blowers that supply low pressure air to the aerobic and post anoxic zones of each Bioreactor Basin via a Diaphragm Control Valve. 3. Aerobic Zone No.2 and Post Anoxic Zones No.1 and No.2 are equipped with dissolved oxygen (DO) analyzers, with motorized air flow Diaphragm Control Valves in both Post Anoxic zones. 4. Aerobic Zone No.3 and Post Anoxic Zone No.2 are equipped with Ammonia (NH4) analyzers. NH4 analyzers for Basins 1 and 4 are reserved for future monitoring. 5. Analyzers for DO and NH3 at Aerobic Zone No.2 and No.3 respectively are connected to the same SC4500 controller (BRB0X_AE02_AIT100). 6. The DO analyzer at Post Anoxic Zone No.1 is connected to the same SC4500 controller as the ORP analyzer located in the same zone (BRBOX_AX03_AIT 100). 7. The DO analyzer at Post Anoxic Zone No.2 is connected to the same SC4500 controller as the ORP analyzer located in the same zone (BRBOX_AE04AIT100) 8. There are two air flow meters on the low-pressure air pipelines to each Bioreactor Basin. The air flow is totalized at the most upstream meter and the downstream meter is used to monitor the air flow to Aerobic Zones No.1 - 3 . B. Local Manual/Automatic Control 1. Local Manual Control a. The air control valves can be controlled manually from the local control D MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 17 ATTACHMENT 6-38 MARYS CREEK WRF panel when the L/O/R switch is placed in the LOCAL position. An operator may locally adjust the position (0-100 percent) of the valve. b. There is no valve control when the L/O/R switch is placed in the OFF position. 2. Local Automatic Control a. There is no Local Automatic Control. C. Remote Manual/Automatic Control 1. Remote Manual Control a. A Valve will be available for Remote Manual Control from the PLC when the L/O/R selector switch is placed in the REMOTE position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Manual mode. b. The following manual controls are provided at the PCS HMI: 1) Set the Position of the Valve at the PCS HMI Screen. 2. Remote Automatic Control a. A Bioreactor Basin will be available for Remote Automatic Control from the PLC when the L/O/R selector switch is placed in the REMOTE position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Automatic mode. b. All air valves will be kept at current position if there are no air blowers running to prevent the valves from travelling fully open. c. For remote automatic control mode, there will be multiple control modes that will automatically control the position of the air control valves selectable by zone (All zones with DO control have additional variations of control for each zone to include a ratio option or an ammonia trim option): 1) Aerobic Zones No.2 - 3 Air Flow. 2) Aerobic Zones No.2 - 3 DO Control. 3) Aerobic Zones No.2 - 3 DO with Ammonia Trim Control. 5 4) Post Anoxic Zone No. l Air Flow. 5) Post Anoxic Zone No.I DO Ratio Control. 6) Post Anoxic Zone No.2 Air Flow. 7) Post Anoxic Zone No.2 DO Control. 8) Post Anoxic Zone No.2 DO with Ammonia Trim Control. d. Aerobic Zones No.2 - 3 1) Air Flow Control a) An Air Flow Control Mode can be selected that allows the operator to enter a FLOW SETPOINT. Using this FLOW SETPOINT and the monitored air flow, the control system will automatically adjust the valve position to meet and maintain the desired air flow. 2) DO Control a) A Dissolved Oxygen (DO) Control Mode can be selected CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 18 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF when the DO analyzer is monitoring in Aerobic zone No. 2. This mode shall operate via a cascade control loop with the inner loop (secondary loop) being the air flow control valve and flow feedback and the outer loop (primary loop) being the DO SETPOINT and DO feedback. b) Once the DO value has been entered by the operator and validated within range, the SCADA system shall send the Fixed DO setpoint to the PLC. (Note: The previous setpoint used shall be the initial setpoint displayed if the system was taken out of the "Fixed DO Setpoint" mode of operation and then placed back into "Fixed DO Setpoint" mode of operation.) c) The PLC shall then command the flow control valve to modulate. The flow control valve position shall be restricted between its minimum position (operator adjustable) and its maximum position (operator adjustable). 3) DO with Ammonia Trim Control a) When DO Control Mode is selected, the operator can also enable automatic adjustment using the ammonia analyzer of the DO setpoint for the cascading control blocks described above. When this is selected, the control system will compare the ammonium level measured to an operator entered AMMONIUM SETPOINT. b) The same control logic will be used for the air flow control valve for the Aerobic Zones, such that when the ammonium level is less than or equal to the AMMONIUM SETPOINT for a delay time, the control system will automatically enter the operator entered AEROBIC ZONE NO.2 LOW DO SETPOINT into the Aerobic Zones air control valve DO control block. c) When the ammonium level is greater than the AMMONIUM SETPOINT for a delay time, the control system will enter the operator entered AEROBIC ZONE NO.2 HIGH DO SETPOINT into the Aerobic Zones air control valve DO control block. d) HMI data entry fields will be used to enter the AMMONIUM SETPOINT, AEROBIC ZONE NO.2 LOW DO SETPOINT, and AEROBIC ZONE NO2 HIGH DO SETPOINT. The HMI flow setpoint and DO setpoint should change to an analog calculation and continuously update with the currently calculated flow setpoint along with the DO setpoint in use where the manual entry setpoints are located. e. Post Anoxic Zone No.l 1) Air Flow Control a) An Air Flow Control Mode can be selected that allows the MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 19 ATTACHMENT 6-38 MARYS CREEK WRF operator to enter a FLOW SETPOINT. Using this FLOW SETPOINT and the monitored air flow, the control system will automatically adjust the valve position to meet and maintain the desired air flow. 2) DO Ratio Control a) A Ratio Control Mode can be selected when the DO analyzer is monitoring the DO in either Post Anoxic Zone No.1 or Post Anoxic Zone No.2. In this control mode, the position of the air control valves will be controlled based on the RATIO SETPOINT entered by the operator using an HMI data entry field. b) The RATIO SETPOINT will vary based on the DO analyzer selected. If the DO analyzer is monitoring the DO in Post Anoxic Zone No. 2, then the control system will multiply the RATIO SETPOINT and the Post Anoxic Zone No.2 air control valve calculated flow setpoint to calculate the Zone No. 1 air control valve flow setpoint. c) Using this flow setpoint and the monitored air flow to Post Anoxic Zone No.1, the Post Anoxic Zone No.1 air flow control block will control the valve position. The HMI flow setpoint should change to an analog calculation and continuously update with the currently calculated flow setpoint where the manual entry flow setpoint is located. f. Post Anoxic Zone No.2 1) Air Flow Control a) An Air Flow Control Mode can be selected that allows the operator to enter a FLOW SETPOINT. Using this FLOW SETPOINT and the monitored air flow, the control system will automatically adjust the valve position to meet and maintain the desired air flow. 2) DO Control a) A Dissolved Oxygen (DO) Control Mode can be selected when the DO analyzer is monitoring the DO in either Post Anoxic Zone No.1 or Post Anoxic Zone No.2. This mode shall operate via a cascade control loop with the inner loop (secondary loop) being the flow control valve and flow feedback and the outer loop (primary loop) being the DO SETPOINT and DO feedback. b) Once the DO value has been entered and validated within range, the SCADA system shall send the Fixed DO setpoint to the PLC. (Note: The previous setpoint used shall be the initial setpoint displayed if the system was taken out of the "Fixed DO Setpoint" mode of operation and then placed back into "Fixed DO Setpoint" mode of operation.) The PLC shall then command the flow control valve to modulate. The CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 20 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF flow control valve position shall be restricted between its minimum position (operator adjustable) and its maximum position (operator adjustable). c) The flow control valve shall then modulate to maintain the Flow setpoint which is set by the DO Controller (loop). 3) DO with Ammonia Trim Control a) When DO Control Mode is selected, the operator can also enable automatic adjustment using the ammonia analyzer of the DO setpoint for the cascading control blocks described above. When this is selected, the control system will compare the ammonium level measured to an operator entered AMMONIUM SETPOINT. b) The same control logic will be used for the Post Anoxic Zone No.2 valve such that when the ammonium level is less than or equal to the AMMONIUM SETPOINT for a delay time, the control system will automatically enter the operator entered POST ANOXIC ZONE NO2 LOW DO SETPOINT into the Post Anoxic Zone No.2 air control valve DO control block. c) When the ammonium level is greater than the AMMONIUM SETPOINT for a delay time, the control system will enter the operator entered POST ANOXIC ZONE NO.2 HIGH DO SETPOINT into the Post Anoxic Zone No.2 air control valve DO control block. d) HMI data entry fields will be used to enter the AMMONIUM SETPOINT, POST ANOXIC ZONE NO2 LOW DO SETPOINT, and POST ANOXIC ZONE NO2 HIGH DO SETPOINT. The HMI flow setpoint and DO setpoint should change to an analog calculation and continuously update with the currently calculated flow setpoint along with the DO setpoint in use where the manual entry setpoints are located. D. Software Permissives There are no software permissives. E. Hardwired Interlocks There are no hardwire interlocks. F. Calculated Alarms and Variables Refer to Section 40 61 96 — Control Descriptions. G. PCS Inputs and Outputs Refer to the Division 40 Input/Output List for field and digital input/output points associated with this strategy. MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 21 ATTACHMENT 6-38 MARYS CREEK WRF 1.7 SWS & SCUM PUMP STATION (I-570) PLC EQUIPMENT EQUIPMENT NO. PLC -500 SWS PUMP STATION SCUM PUMP NO. 1 SWS01_B01_PMP01 PLC -500 SWS PUMP STATION SCUM PUMP NO. 2 SWS01_B01_PMP02 PLC -500 SWS PUMP STATION WETWELL WEIR GATE SWS01_B01 WG01 PLC -500 SWS PUMP STATION WETWELL LEVEL SWS01_B01_LIT01 PLC -500 SWS PUMP STATION WETWELL LEVEL SWS01_B01_LSH01 SWITCH HIGH PLC -500 SWS PUMP STATION WETWELL WIZARD SWS01_B01_MX01 MIXER NO. 1 PLC -500 SWS PUMP STATION WETWELL WIZARD SWSO1 BO1_MX02 MIXER NO. 2 PLC -500 SWS PUMP STATION COMPRESSOR SWS01_B01_BL01 PLC -500 SWS PUMP STATION SCUM PUMP SLUDGE SWS01_B01_FIT01 FLOW PLC -500 BIOREACTOR NO. 1 MIXED LIQUOR CHANNEL BRBO1_MLC01_LIT01 LEVEL PLC -500 BIOREACTOR NO. 1 MIXED LIQUOR CHANNEL BRB01_MLC01_LSH01 LEVEL SWITCH HIGH PLC -500 BIOREACTOR NO. 2 MIXED LIQUOR CHANNEL BRB02_MLC0 1_LITO1 LEVEL PLC -500 BIOREACTORNO. 2 MIXED LIQUOR CHANNEL BRB02_MLC01_LSH01 LEVEL SWITCH HIGH PLC -500 BIOREACTOR NO. 3 MIXED LIQUOR CHANNEL BRB03_MLCO1_LITO1 LEVEL PLC -500 BIOREACTOR NO. 3 MIXED LIQUOR CHANNEL BRB03_MLCO1_LSHO1 LEVEL SWITCH HIGH PLC -500 BIOREACTOR NO. 4 MIXED LIQUOR CHANNEL BRB04_MLC01_LIT01 LEVEL PLC -500 BIOREACTOR NO. 4 MIXED LIQUOR CHANNEL BRB04_MLCO 1_LSHOI LEVEL SWITCH HIGH A. Overview Two Scum Pumps are installed in the Wetwell at the SWS Pump Station to pump treated flow from the Bioreactor Basins to the Sludge Storage Tank. Each pump is controlled by a VFD. 2. A Weir Gate is installed as an inlet for the mixed liquor flow from the Bioreactor Basins Mixed Liquor Channel to the Wetwell. 3. The Mixed Liquor Channel has a radar level instrument and high-level float switch to measure the level in the channel. The level instrument controls the Weir Gate and flow to the SWS Pump Station. 4. The Wetwell is equipped with a high-level float switch along with a Radar level transmitter to monitor and send high level signals to the Plant PCS. 5. The Wetwell is equipped with an Air Mixing System to prevent scum buildup CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 22 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF in the Wetwell. The compressor provides High -Pressure Air to the Air Mixing System. They are controlled at the local control panel with run and fault status signals being sent to the Plant PCS for monitoring. 6. A magnetic flow meter is located downstream of the Scum Pumps to measure the Sludge Flow being sent to the Sludge Storage Tank, which will be monitored at Plant PCS HMI. B. Local Manual/Automatic Control 1. Local Manual Control a. Scum Pumps 1) The pumps can be controlled manually from the local control panel when the H/O/A switch is placed in the HAND position. An operator may locally start, stop, and adjust the speed (0-100 percent, where applicable) of the pump on the local VFD. 2) There is no pump control when the H/O/A switch is placed in the OFF position. b. Weir Gate 1) The Weir Gate can be controlled manually from the local control panel when the H/O/A switch is placed in the HAND position. An operator can locally adjust the open position (0-100 percent, where applicable) of the Weir Gate. 2. Local Automatic Control a. There is no Local Automatic Control. C. Remote Manual/Automatic Control 1. Remote Manual Control a. Scum Pumps 1) The pumps will be available for Remote Manual Control from the PLC when the H/O/A selector switch is placed in the AUTO position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Manual Mode. 2) The following manual controls are provided at the PCS HMI: a) Operator can send commands to manually Start/Stop each pump from their respective HMI screens. b) The Operator can set the speed setpoint of each pump and manually adjust the pump speed from their respective HMI screens. b. Weir Gate 1) The Weir Gate will be available for Remote Manual Control from the PLC when the HIO/A selector switch is placed in the AUTO position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Manual Mode. 2) The following manual controls are provided at the PCS HAVH: a) The operator can set and adjust the open and close position of the Weir Gate, from 0-100 percent. MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 23 ATTACHMENT 6-38 MARYS CREEK WRF 2. Remote Automatic Control a. Scum Pumps 1) No Remote Automatic Control is provided. b. Weir Gate 1) No Remote Automatic Control is provided. D. Software Permissives 1. Scum Pumps a. Sludge Storage Tank High Level will prevent the pumps from operating. E. Hardwired Interlocks 1. Scum Pumps a. Wetwell Low Level will prevent any of the pumps from being able to run. F. Calculated Alarms and Variables. 1. Refer to Section 40 61 96. G. PCS Inputs and Outputs 1. Refer to the P&ID Drawings and Division 40 — Input/Output List for field and digital input/output points associated with this strategy. CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 24 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF 1.8 BIOREACTORS AIR BLAST SYSTEM (I-501 - I-509) D PLC EQUIPMENT EQUIPMENT NO. PLC -500 BIOREACTORS AIR BLAST SYSTEM AIR BRB02 HPA01 CPM11 COMPRESSOR NO. 1 PLC -500 BIORACTOR AIR BLAST SYSTEM AIR BRB02 HPA01 CPM21 COMPRESSOR NO. 2 PLC -500 BIOREACTOR BASIN NO. 1 FERMENTER HIGH PRESSURE AIR SOLENOID VALVE BRB01-HPA01-SV05 (FUTURE) PLC -500 BIOREACTOR BASIN NO. 1 ANAEROBIC ZONE NO. 2 HIGH PRESSURE AIR BRB01 HPA01 SV04 SOLENOID VALVE (FUTURE) PLC -500 BIOREACTOR BASIN NO. 1 AEROBIC ZONE NO. 2 HIGH PRESSURE AIR SOLENOID BRB01-HPA01-SV03 VALVE PLC -500 BIOREACTOR BASIN NO. 1 POST ANOXIC ZONE NO. 1 HIGH PRESSURE AIR BRB01 HPA01 SV02 SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 1 POST ANOXIC ZONE NO. 2 HIGH PRESSURE AIR BRB0 1-HPA01-SV01 SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 2 FERMENTER BRB02 HPA01 SV05 HIGH PRESSURE AIR SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 2 ANAEROBIC ZONE NO. 2 HIGH PRESSURE AIR BRB02 HPA01 SV04 SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 2 AEROBIC ZONE NO. 2 HIGH PRESSURE AIR SOLENOID BRB02 HPA01 SV03 VALVE PLC -500 BIOREACTOR BASIN NO. 2 POST ANOXIC ZONE NO. 1 HIGH PRESSURE AIR BRB02-HPA01-SV02 SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 2 POST ANOXIC ZONE NO. 2 HIGH PRESSURE AIR BRB02 HPA01 SV01 SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 3 FERMENTER BRB03 HPA01 SV05 HIGH PRESSURE AIR SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 3 ANAEROBIC ZONE NO. 2 HIGH PRESSURE AIR BRB03-HPA01-SV04 SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 3 AEROBIC ZONE NO. 2 HIGH PRESSURE AIR SOLENOID BRB03 HPA01 SV03 VALVE PLC -500 BIOREACTOR BASIN NO. 3 POST ANOXIC BRB03 HPA01 SV02 ZONE NO. 1 HIGH PRESSURE AIR MARCH 30, 2026 ©COPYRIGHT 2026 MCKIM & CREED CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 40 61 96C - 25 ATTACHMENT 6-38 MARYS CREEK WRF PLC EQUIPMENT EQUIPMENT NO. SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 3 POST ANOXIC ZONE NO. 2 HIGH PRESSURE AIR BRB03 HPA01 SV01 SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 4 FERMENTER HIGH PRESSURE AIR SOLENOID VALVE BRB04 HPA01 SV05 (FUTURE) PLC -500 BIOREACTOR BASIN NO. 4 ANAEROBIC ZONE NO. 2 HIGH PRESSURE AIR BRB04_HPA01_SV04 SOLENOID VALVE (FUTURE) PLC -500 BIOREACTOR BASIN NO. 4 AEROBIC ZONE NO. 2 HIGH PRESSURE AIR SOLENOID BRB04 HPA01 SV03 VALVE PLC -500 BIOREACTOR BASIN NO. 4 POST ANOXIC ZONE NO. 1 HIGH PRESSURE AIR BRB04_HPA01_SV02 SOLENOID VALVE PLC -500 BIOREACTOR BASIN NO. 4 POST ANOXIC ZONE NO. 2 HIGH PRESSURE AIR BRB04 HPA01 SV01 SOLENOID VALVE A. Overview 1. The Bioreactor Basin system will include an air blast cleaning system, including two (2) air compressors, each supplying high pressure air to a receiving tank located in the bioreactor gallery. 2. The compressors operate to maintain a fixed pressure of at least 80 psi in the receiver tank based on the low-pressure switch, which is hardwired to the local control panel. 3. An air dryer with bypass capabilities will be included downstream of the compressor. High air pressure passes through a pressure reducing valve set at 45 psi before distributing to the air blast manifold and discharging to each 5 basin via five (5) different solenoid valve lines located in various zones per basin. 4. Air Blast Lines located in Fermenter and Anaerobic Zone No.2 for Basins 1 and 4 are reserved for future installation. B. Local Manual/Automatic Control 1. Local Manual Control a. The operator can locally adjust any of the solenoid valves at each basin to allow for manual override at each valve in the field. 2. Local Automatic Control a. The air compressors can be controlled locally using a timer -based control programmed in the SC4500 controller located in each basin. Here, the operator shall enter input a cycle time and the number of periods per day. b. The Air Blast System shall operate through one Basin at a time, cycling through each of the five solenoid valves in a basin before moving on the CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 26 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF next one in sequence. C. Remote Manual/Automatic Control 1. Remote Manual Control 1) No Remote Manual Control is provided. 2. Remote Automatic Control 1) No Remote Automatic Control is provided. D. Software Permissives 1. There are no Software Permissives. E. Hardwired Interlocks 1. There are no Hardwired Interlocks. F. Calculated Alarms and Variables. 1. Refer to Section 40 61 96 — Control Descriptions. 2. There are no calculated alarms and variables. G. PCS Inputs and Outputs 1. Refer to the P&ID Drawings and Division 40 Input/Output List for field and digital input/output points associated with this strategy. MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 27 ATTACHMENT 6-38 MARYS CREEK WRF 1.9 FERRIC SULFATE CHEMICAL STORAGE SYSTEM (I-590) PLC EQUIPMENT EQUIPMENT NO. PLC -500 FERRIC SULFATE CHEMICAL FEED PUMP NO. 1 FER01_T01_CFP01 PLC -500 FERRIC SULFATE CHEMICAL FEED PUMP NO. 2 FERO1_TO1_CFP02 PLC -500 FERRIC SULFATE FLOW METER 1 FER01_T01_FIT01 PLC -500 FERRIC SULFATE FLOW METER 2 FERO1_TO1_FIT02 PLC -500 FERRIC SULFATE BULK STORAGE TANK NO. 1 LEVEL FER01_TO1_LT01 PLC -500 FERRIC SULFATE BULK STORAGE TANK NO. 2 LEVEL FER01_T01_LT02 PLC -500 FERRIC SULFATE BULK CONTAINMENT SUMP PUMP FER01_ TOO _SUP01 PLC -500 FERRIC SULFATE BULK CONTAINMENT SUMP HIGH LEVEL FERO1_ TOO _LSH01 PLC -500 FERRIC SULFATE EMERGENCY EYEWASH SHOWER FLOW SWITCH I FERO1_ TOO _FSH01 PLC -500 FERRIC SULFATE EMERGENCY EYEWASH SHOWER FLOW SWITCH 2 FERO1_ TOO _FSH02 A. Overview 1. The Ferric Sulfate Chemical Storage System contains two (2) Ferric Sulfate Storage Tanks located in the Bulk Containment Area. Two (2) Ferric Sulfate Feed Pumps pump metal salt from the storage tanks to one of two locations. Each pump is controlled by a local VFD, which is connected to the Plant PCS through Modbus TCP/IP for monitoring and 11O control on PLC -500. 2. The two Bulk Storage Tanks are receiving Ferric Sulfate from a Truck Unloading Panel Fill Station and are equipped with a Radar level transmitter to monitor the amount of Ferric Sulfate stored in each tank, which is monitored on the Plant PCS. 3. Each Feed Pump can supply Ferric Sulfate to the RAS Wetwell or the Bioreactor Mixed Liquor Channel. These flow lines are equipped with a magnetic flow meter to monitor the amount of Ferric Sulfate being supplied, which is monitored on the Plant PCS. 4. A Sump Pump is located at the Bulk Containment overflow to drain to the return flow pump station. This pump is controlled at the local control panel with run and fault status signals being sent to the Plant PCS for monitoring. 5. The containment area is also equipped with a float level switch to signal fluid above the containment floor and signal the Sump Pump. 6. Two (2) Emergency Eyewash Shower Stations are each equipped with a flow switch to send alarms to the Plant PCS HMI when either are in use. B. Local Manual/Automatic Control 1. Local Manual Control a. The Feed Pumps can be controlled manually from the local control panel CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 28 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF when the H/O/A switch is placed in the HAND position. An operator may locally Start and Stop the pump and adjust the speed (0-100 percent, where applicable) of the pump on the local VFD. b. There is no control when the H/O/A switch is placed in the OFF position. 2. Local Automatic Control a. No Local Automatic Control is provided. C. Remote Manual/Automatic Control 1. Remote Manual Control a. The Feed Pumps will be available for Remote Manual Control from the PLC when the H/O/A selector switch is placed in the AUTO position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in the Manual mode. b. The following manual controls are provided at the PCS HA 41: 1) Operator can send commands to manually Start/Stop each pump from their respective HMI screens. 2) The Operator can set the speed setpoint of each pump and manually adjust the pump speed from their respective HMI screens. 2. Remote Automatic Control a. A pump will be available for Remote Automatic Control from the PLC when the H/O/A selector switch is placed in the AUTO position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Automatic mode. b. An operator -entered Dosage Ratio setpoint is entered for each feed pump on the HMI. Based on the reading from the flow meter located downstream of each Feed Pump, a Chemical Flow Rate setpoint is calculated as follows: 1) Chemical Flow Rate = (Scaled Flow) * (Dosage Ratio) (Orthophosphate Reading) c. The calculated Chemical Flow Rate Setpoint is used as a setpoint for a PID controller. The feedback input for the PID is the flow meter installed downstream of each feed pump. The PID output signal controls the speed of the Pump to maintain the Chemical Flow Rate Setpoint. d. The PID output should continuously update with the currently calculated Chemical Flow Rate Setpoint based on the flow reading, which will continuously update the required pump speed to meet the desired Dosage Ratio. D. Software Permissives A low level in the Ferric Sulfate Bulk Storage Tank will prevent the Chemical Feed Pumps from Running. E. Hardwired Interlocks A motor over torque, motor temperature alarm, and E -Stop alarm shall be interlocked. MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 29 ATTACHMENT 6-38 MARYS CREEK WRF F. Calculated Alarms and Variables Refer to Section 40 61 96. G. PCS Inputs and Outputs Refer to the P&ID Drawings and Division 40 — Input/Output List for field and digital input/output points associated with this strategy. 1.10 SUPPLEMENTAL CARBON CHEMICAL STORAGE AND FEED SYSTEM (I-595) PLC EQUIPMENT EQUIPMENT. NO. PLC -500 SUPPLEMENTAL CARBON FEED PUMP NO. 1 CBN01_T01_CFP01 PLC -500 SUPPLEMENTAL CARBON FEED PUMP NO. 2 CBN01_T01_CFP02 PLC -500 SUPPLEMENTAL CARBON FEED PUMP NO. 3 CBN01_T01_CFP03 PLC -500 SUPPLEMENTAL CARBON FEED PUMP NO. 4 CBN01_T01_CFP04 PLC -500 SUPPLEMENTAL CARBON FEED PUMP NO. 5 CBN01_T01_CFP05 PLC -500 SUPPLEMENTAL CARBON TANK NO. 1 LEVEL CBN01_T01_LT01 PLC -500 SUPPLEMENTAL CARBON TANK NO. 2 LEVEL CBN01_T01_LT02 PLC -500 SUPPLEMENTAL CARBON BULK TANK CONTAINMENT HIGH LEVEL CBN01_ TOO _LSH01 PLC -500 SUPPLEMENTAL CARBON BULK CONTAINMENT SUMP PUMP CBN01_ TOO _SUP01 PLC -500 SUPPLEMENTAL CARBON FLOW METER 1 CBN01_TO1_FIT01 PLC -500 SUPPLEMENTAL CARBON FLOW METER 2 CBN01_T01_FIT02 PLC -500 SUPPLEMENTAL CARBON FLOW METER 3 CBN01_T01_FIT03 PLC -500 SUPPLEMENTAL CARBON FLOW METER 4 CBN01_T01_FIT04 PLC -500 SUPPLEMENTAL CARBON FLOW METER 5 CBN01_T01_FIT05 PLC -500 SUPPLEMENTAL CARBON EMERGENCY EMERGENCEY EYEWASH SHOWER FLOW SWITCH CBN01_ TOO _FSH01 A. Overview 1. The Supplemental Carbon Chemical Storage and Feed System contains two (2) Supplemental Carbon Storage Tanks located in the bulk containment area. Five (5) Feed Pumps are used to feed supplemental carbon to the bioreactors. These five pumps are vendor -supplied packages connected to a dedicated control panel, which is connected to the Plant PCS through Modbus TCP/IP for monitoring and 110 control on PLC -500. 2. The two Bulk Storage Tanks receive Supplemental Carbon from a Truck Unloading Panel Fill Station and are each equipped with a Radar level transmitter to monitor the amount of Carbon stored in each tank, which is monitored on the Plant PCS. 3. Each Feed Pump supplies Supplemental Carbon to Bioreactor Basins 1-4. These flow lines are equipped with a magnetic flow meter to monitor the CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 30 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF amount of Supplemental Carbon being supplied, which is monitored on the Plant PCS. 4. A Sump Pump is located at the Bulk Containment overflow to drain to the return flow pump station. This pump is controlled at the local control panel with run and fault status signals being sent to the Plant PCS for monitoring. 5. The Containment Area is also equipped with a float level switch to signal fluid above the containment floor and signal the Sump Pump. 6. One (1) Emergency Eyewash Shower Station equipped with a flow switch to send alarming to the Plant PCS HMI when in use. B. Local Manual/Automatic Control Local Manual Control. a. The Feed Pumps can be controlled manually from the local control panel when the H/O/A switch is placed in the HAND position. An operator may locally Start and Stop the pump and adjust the speed (0-100 percent, where applicable) of the pump on the local control panel. b. There is no control when the H/O/A switch is placed in the OFF position. 2. Local Automatic Control a. No Local Automatic Control is Provided. C. Remote Manual/Automatic Control Remote Manual Control a. The Feed Pumps will be available for Remote Manual Control from the PLC when the H/O/A selector switch is placed in the AUTO position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in the Manual mode. b. The following manual controls are provided at the PCS HMI: 1) Operator can send commands to manually Start/Stop each pump from their respective HMI screens. 2) The Operator can set the speed setpoint of each pump and manually adjust the pump speed from their respective HMI screens. 2. Remote Automatic Control a. A pump will be available for Remote Automatic Control from the PLC when the H/O/A selector switch is placed in the AUTO position at the local control panel and the Manual/Automatic software switch at the PCS HMI is in Automatic mode. b. An operator -entered Dosage Ratio setpoint is entered for each feed pump on the HMI. Based on the reading from the flow meter located downstream of each Feed Pump, a Chemical Flow Rate setpoint is calculated as follows: 1) Chemical Flow Rate Setpoint = (Scaled Flow) * (Dosage Ratio) (Nitrate Meter) c. The calculated Chemical Flow Rate Setpoint is used as a setpoint for a PID controller. The feedback input for the PID is the flow meter installed MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 31 ATTACHMENT 6-38 MARYS CREEK WRF downstream of each feed pump. The PID output signal controls the speed of the Pump to maintain the Dosage Rate Setpoint. d. The PID output should continuously update with the currently calculated Chemical Flow Rate Setpoint based on the flow reading, which will continuously update the required pump speed to meet the desired Dosage Ratio. D. Software Permissives 1. A low level in the Supplemental Carbon Tank will prevent the Chemical Feed Pumps from Running. E. Hardwired Interlocks 1. A motor over torque, motor temperature alarm, and E -Stop Alarm shall be interlocked. F. Calculated Alarms and Variables 1. Refer to Section 40 61 96 — Control Descriptions. G. PCS Inputs and Outputs 1. Refer to the P&ID Drawings Division 40 — Input/Output List for field and digital input/output points associated with this strategy. CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 MARCH 30, 2026 40 61 96C - 32 ©COPYRIGHT 2026 MCKIM & CREED ATTACHMENT 6-38 MARYS CREEK WRF 1.11 AERATION BLOWER SYSTEM (I-770) PLC EQUIPMENT EQUIPMENT NO. VPLC-550 AERATION BLOWER NO. 1 BLR01 T01 BL01 VPLC-771 VPLC-550 AERATION BLOWER NO. 2 BLRO1_T01_BL02 VPLC-772 VPLC-550 AERATION BLOWER NO. 3 BLRO1_TO1_BL03 VPLC-773 VPLC-550 AERATION BLOWER NO.4 BLR01_T01_BL04 VPLC-774 VPLC-550 AERATION BLOWERS BUTTERFLY BLR01_T01_BFV06 ISOLATION VALVE VPLC-550 AERATION BLOWERS AIR HEADER BLR01_T01_PIT01 DISCHARGE PRESSURE 1 VPLC-5.50 AERATION BLOWERS AIR HEADER BLR01_T01_PIT02 DISCHARGE PRESSURE 2 VPLC-550 AERATION BLOWERS AIR DISCHARGE FLOW BLR01_T01_FIT01 1 VPLC-550 AERATION BLOWERS AIR DISCHARGE FLOW BLR01_TO1_FIT02 2 A. Overview There are four Aeration Blowers installed for the Bioreactor Basins in this project, supplying low pressure air to Bioreactor Basins 1-4. 2. The blowers will be equipped with their own vendor provided PLCs to control startup, shutdown, local controls, and protective features. 3. The air header is equipped with two pressure transmitters and two thermal mass flow meters to measure the pressure and flow coming from the four Aeration Blowers to the Bioreactor Basins, which will be monitored at the Master Blower vendor PLC, which is sent to the Plant SCADA HMI. 4. The Aeration Blower system also contains a Butterfly Isolation valve that controls the amount of air flow to the Bioreactor Basins. 5. Coordination with the vendor will be needed for operational interface with the vendor supplied blower system from the plant SCADA system. B. Local Manual/Automatic Control 1. Local Manual Control a. Aeration Blowers 1) Local Manual Control is accomplished using the Vendor supplied system. See the Vendor control narratives for detailed information. b. Butterfly Isolation Valve 1) Local Manual Control is accomplished using the Vendor supplied system. See the Vendor control narratives for detailed information. MARCH 30, 2026 CONTROL DESCRIPTIONS ATTACHMENT C - AREA 500 ©COPYRIGHT 2026 MCKIM & CREED 40 61 96C - 33 ATTACHMENT 6-38 MARYS CREEK WRF 2. Local Automatic Control a. The local blower PLC controls the startup, shutdown, and protection sequences for the blower unit. C. Remote Manual/Automatic Control 1. Remote Manual Control a. Aeration Blowers 1) Remote Manual Control is accomplished using the Vendor supplied system. See the Vendor control narratives for detailed information. b. Butterfly Isolation Valve 1) Local Manual Control is accomplished using the Vendor supplied system. See the Vendor control narratives for detailed information. 2. Remote Automatic Control 1) Remote Automatic Control is accomplished using the Vendor supplied system. See the Vendor control narratives for detailed information. D. Software Permissives 1. As provided by the blower manufacturer. E. Hardwired Interlocks 1. As provided by the blower manufacturer. F. Calculated Alarms and Variables. 1. Refer to Section 40 61 96 — Control Descriptions. 2. There are no calculated alarms and variables. G. PCS Inputs and Outputs 1. Refer to the P&ID Drawings and Division 40 Input/Output List for field and digital input/output points associated with this strategy. 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I `i III / 0 0 w w §\ § \ \ \� )� \ \} \)( � \` (\ [ )§ )}% E © -_%% _ _ ___ \ ® ® ; amaa �\ �\ \ \ \ \ §§ §§ q / ? § (2 §(( )k( I2 * § ( ( ( _»m am_ _ «; FORT WORTH® ADDENDUM TO REQUEST FOR PROPOSALS. 26-0195 MARY'S CREEK WATER RECLAMATION FACILITY WATER DEPARTMENT ADDENDUM NO. 7 REQUEST FOR PROPOSALS (RFP): 26-0195 RFP OPENING DATE: July 9, 2026 DATE ISSUED: June 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 nd c n itions remain unchanged. bf v ti TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT By the signature affixed below, Addendum No. 7 is hereby incorporated into and made part of the above referenced Request for Proposals. A COMPANY NAME: Webber SIGNATURE: NOTE: Company name and signature must be\lje same as on the original bid documents. Failure to return this form with your sealed bid may constih.fte grounds for rejection of your offer. ITB 26-0195 Mary's Creek Water Reclamation Facility Request for Proposals Addendum No. 7, Page 1 of 1 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 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. S-716 note "111" calls for a 12" concrete wall. Section call out S-753 I on sheet S-716 referrers to a masonry pilaster wall and detail. This wall type and pilaster are not compatible. Please confirm pilaster detail. R-1. Reference updated to concrete pilaster detail shown in detail 5/S-752. Refer to Addendum 7, Item 7-94. Q-2. Section 13 34 23 1.3.B.2.A calls for a 10' interior width. Is a 10' exterior width acceptable if there are large cost savings? R-2. Dimensions shall remain as shown in the Contract Documents. Contractor may propose alternates as value engineering item in their Project Approach in accordance with Section 00 21 13 Part 17.1.5. Q-3. Section 13 34 23 2.2.D.5 calls for a 3' 4" W x 7' H door. Is a 3' x 6' 8" door acceptable if there are large cost savings? R-3. Dimensions shall remain as shown in the Contract Documents. Contractor may propose alternates as value engineering item in their Project Approach in accordance with Section 00 21 13 Part 17.1.5. Q-4. Section 13 34 23 2.3.8.7 calls for a six -hour timer. What is this wired to? R-4. The timer is wired to the lights and fans in the building for automatic turn off after a set period of time. Refer to Addendum 7, Item 7-51. Q-5. Please confirm CLSM/Flowable fill is required for backfill at the Return Flow Pump Station. Sheet S-1502 shows "CLMS", but the Geotech recommendations and "Thickness Modification" Table on sheet S -G 103 calls for f/exbase. R-5. The CLSM is required as shown on the drawing. The table on S -G103 is for subgrade modification below foundations. Q-6. Do the Sludge Holding Tanks require any subgrade modification? R-6. Refer to Addendum 7, Item 7-5. Q-7. Do the Odor Control Slab on grade structures require any subgrade modification? R-7. Refer to Addendum 7, Item 7-5. Q-8. The Generator Pad is listed in the Geotech Report to have a Compacted Sub grade bearing Stratum, but this pad is not listed on the table on sheet S -G103. Does the gen. pad require any subgrade modification or not? Please advise. R-8. Refer to Addendum 7, Item 7-5. Q-9. Regarding the 12" walls at the new Solids Building. Drawing Sheets S-1210 and S-1211 both carry note 85 to utilize Detail 0315-143 for the joints at the elevated decks tying into the walls. This detail is showing that the deck will butt up to the wall using a shallow keyway and formsavers. By utilizing this detail, this will make some of these wall nearly 50' tall and only 12" thick which presents multiple concerns including vibration, constructability, safety, and quality control. We suggest implementing the use of traditional construction joints at the bottom and top of deck, thus having the elevated slab bear on top of the lower wall and then start the upper lifts with the deck in A-7 1 of 7 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT A place. Putting construction joints at elevations 791.00 and 792.00. Would this be permissible in lieu of the shown detail? R-9. Concerns with means and methods of constructing the wall can be remedied through proper bracing. That said, it is acceptable to construct the wall with traditional construction joints at the top and bottom of the intermediate slab as proposed. Refer to Addendum 7, Item 7-106 and 7-107. Q-10. Also, regarding the 12" walls at the new Solids Building. Drawing Sheet S-1210 shows the two walls at Bldg Lines A&C to be a continuous wall pour from elevation 773.00 up to 820.00 and 823.00. Contractor would suggest that these two walls have a construction joint at elevation 809.25 (top of truck bay corbels). Would this be permissible in lieu of forming/placing full height walls as shown? R-10. This is acceptable. Refer to Addendum 7, Item 7-106. Q-11. Drawing Sheet S-1209, would it be permissible to utilize construction joints in the 12" walls at Bldg Lines 3&5 at the top of shown corbels? For Bldg Line 3, place a joint at elevation 801.90 and for Bldg Line 5 at elevation 798.50. R-11. This is acceptable. Refer to Addendum 7, Item 7-105. Q-12. See spec section 05 52 16 3.03 field finishing - will the aluminum guardrails have to be field painted? R-12. Specification Section 05 52 16 specifies a premium, clear -anodized finish for aluminum railing with the "AA DAF45, designation AA M32 C22 A41". Factory finished. Not field painted. Field finishing called for in Part 3 is to keep dissimilar materials (Concrete & Aluminum) separated. Q-13. For Structural Precast, please allow plant certification agencies to include APA, NPCA, CCI and PCI R-13. Use PCI certification as indicated in the specification. Q-14. Paragraph 1.04A of Spec Section 031000 is stating that all formwork drawings are to be signed and sealed by a professional engineer and submitted for approval. There is extra cost to have this done, can this be removed from the requirements to save the owner additional cost? R-14. All formwork drawings are to be signed and sealed by a professional engineer and submitted for approval. Q-15. Drawing Sheet S-1101 for the Sludge Holding Tanks is currently showing two construction joints for the walls. This would result in walls pour of 90 feet long and 30 feet tall. Is this the engineer's intent? R-15. Additional construction joints are acceptable. Refer to Section 03 15 00 Concrete Joints, paragraph 1.02.A.1.b. Q-16. RT-01 on A-341 shows 3" Zee-Purlins over steel decking. The building envelope type for Preliminary Treatment Unit is listed as RT-01. Please confirm if the intent at PTU is to have decking and Zee-Purlins over concrete topping? R-16. Confirmed. The Roof Type indicated for PTU Building is RT-01. RT-01 on A-341 is Insulated Roof panel, on 3 -in ZEE Purlin, on concrete -topped concrete Double -TEE roof framing. Q-17. Please provide updated appliance product numbers. Listed appliances appear to be outdated. R-17. Refer to Addendum 7, Item 7-49. A-7 2 of 7 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT A Q-18. Is the sodium hypochlorite storage canopy supposed to be furnished per spec 133419? R-18. No. Refer to Drawings. Provide structural steel per the steel specification. Q-19. Note 7 on sheet M-1110 says to paint all exterior concrete surfaces above grade. Please clarify what this is referring to — do the exterior walls of the sludge holding tanks get painted? What about the interior walls? Will they get a lining or coating? Please advise. R-19. Linings and coatings are not required for the sludge holding tanks interior tank walls. Exterior sludge holding tank walls shall be coated per Note 7 on Sheet M-1 110. Q-20. Please confirm that the two new circular Sludge Holding Tanks 1&2 are intended to be cast -in - place structures and not prestressed tanks. Some of the details make references to prestressed tank items. R-20. The sludge holding tanks 1 & 2 are cast -in -place structures. Q-21. Please clarify the specified hand dryer for the restroom accessories. The drawings/specifications call out hand dryers under the restroom accessory keynotes; however, the Bobrick model number provided appears to be incorrect, and the Bradley model number listed appear to be discontinued. R-21. Refer to Addendum 7, Item 7-48. Q-22. Specification section 44 46 26.03 does not outline a local operator interface (OIT) station, but the PID drawing 1-1230 appears to show a local OIT station, and drawing E-1221 shows the local OIT station mounted near the equipment. Additionally, the OIU station is shown without a A, signifying it is not vendor supplied. 1) Can you confirm if the local OIT station is a part of the RDT scope. If the local OIT station is a part of the RDT scope, please confirm the OIT make and model enclosure NEMA rating and material, and hazardous rating. 2) Specification section 44 46 26.03 only references section 40 61 00 for control panel requirements. Section 40 61 00 does include references to section 40 63 00, 40 66 00, 40 67 00, and 40 67 63, but sections 40 66 00, 40 67 00, and 40 67 63 include schedules that do not include the RDT control panels. Please confirm what specific Div 40 sections will need to be met with the RDT control system. 3) If the RDT main control panels are not required to meet section 40 63 00, please confirm if the manufacturer standard Allen-Bradley CompactLogix PLC and 6" Panel View Plus O1U are acceptable since a make and model the PLC and O1U are not outlined in section 44 46 26.03. 4) Specification section 44 46 26.03 appears to only reference sections 26 29 23 for VFD requirements and 26 20 00 for motor requirements from Div 26. Div 26 includes other specification sections with control panel requirements like 26 29 86 (Mechanical Equipment Control Panels) and 26 29 87 (Electrical Control Panels). Please confirm what specific Div 26 sections will need to be met with the RDT control system. 5) Specification section 44 46 26.03 and drawing 1-1230 show an electrically actuated slide gate. Please confirm the supply voltage required for the slide gate. If this slide gate is 480V powered, please confirm if the slide gate actuator will have integral motor starters, or if 480V motor starters are required for control of the motor. 6) In the addendum 2 drawing 1-1230 shows (2) float switches (LSH01_RDT01_T01 & LSL01_RDT01_T01) and a level sensor (LIT01_RDT0I_T01) without a A, signifying it is not vendor supplied. Additionally, the table at the end of section 40 72 00 appears to show these devices being supplied by the PCSI. Please confirm that these devices are not to be supplied by the RDT manufacturer and are to be supplied by others. 7)The booster pump data sheets in section 44 46 26.03 outline 7.5HP motors while drawing E- 1241 appears to show the booster pump as a 25HP motor. Please confirm the HP rating required for the booster pump. A-7 3 of 7 CPN O01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT A R-22. 1) The A was missing from the drawing. It is intended to be provided by the vendor. The make and model is: Harmony HMIDT65XFH by Schneider Electric reference section 40 63 00-2.10h. Refer to Addendum 7, Item 7-57. The PID 1-1230 shows the OIT inside the "MANUFACTURER SUPPLIED PRDT-RDT-PACKAGE-1" box indicating it is supplied by Vendor. Refer to Addendum 7, Item 7-9. 2) Although the vendor provided RDT control panels are not listed in those specifications (the lists are specifically for the PCSI furnished panels), the vendors are to follow those specific specifications for their control panels. Refer to Addendum 7, Item 7-62. 3) These panels are required to meet Section 40 63 00. Refer to Addendum 7, Item 7- 62. 4) Refer to Addendum 7, Item 7-57. Control panels must meet the requirements of Section 26 29 86. 5) The slide gate needs to have an integral actuator, voltage of 480V. Refer to Addendum 7, Item 7-62. 6) PID 1-1230 shows (2) float switches (LSH01_RDT01_T01 & LSL01_RDT01_T01) and a level sensor (LIT01_RDT01_T01) inside the PRDT-RDT-PACKAGE-1 BOX indicating they need to be supplied by the Vendor. Refer to Addendum 7, Item 7-9. 7) Refer to Addendum 7, Item 7-31 and 7-32. Booster HP size revised on electrical drawings. Q-23. In the operations building, the drawings show 3 locations where fire extinguisher cabinets are to be fully recessed. Please confirm that these 3 locations require fully recessed fire extinguisher cabinets and confirm the required cabinet type/trim since the specifications reference semi- recessed/surface-mounted cabinet options only. R-23. Refer to Addendum 7, Item 7-95. Q-24. The Operations Building locker/restroom drawings show double lockers and ADA double lockers, but the specification appears to reference standard single -tier steel lockers. Please confirm the correct locker configuration, size, ADA locker requirements, and lock type to be provided. R-24. Confirmed. The locker tier configuration shown in the drawings is the intended design. Refer to Addendum 7, Item 7-49. Q-25. Sheet A-1171 shows two restrooms, Restroom 102 and Restroom 103. However, some restroom accessory tags/items appear to be missing or only shown once, even though there are two restroom rooms shown. Please confirm that both restrooms are to receive a full restroom accessory set. Please also confirm if any accessories shown on the accessory schedule are intended to be omitted from either restroom. R-25. Confirmed. Both restrooms 102 and 103 are to receive a full toilet accessory set as indicated in the Interior Elevations 1, 2, 3, and 4 on A-1171. Q-26. See drawing sheet S-808 for the UV PEMB canopy. Keynotes 014 and 028 callout RT-03 and WT - 04, respectively. Are these correct callouts? RT-03 shows standing seam roof panels on top of substrate board and metal decking. WT -04 shows metal wall panels on top of rigid insulation and CMU. Please confirm what is required as neither of these are consistent with spec sections 133419 and 074000. R-26. Refer to Addendum 6, Item 6-6. Q-27. Please confirm that the primary and secondary structural steel framing for the UV PEMB canopy will hot -dipped galvanized steel as required per general note 4 on sheet S -G104. R-27. Confirmed. A-7 4 of 7 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT A Q-28. Drawing S-1500 states that the base slab for the Return Flow PS should be 1'3" thick, however Section Bon S-1502 and S-1503 state 1 '6" thick. Which is correct? R-28. 1'-6" is correct. Refer to Addendum 7, Item 7-110. Q-29. Regarding Sheet G-015 as revised on 5/13/2026: DR18 is required for items 33 and 35. The description is 36" buried overflow pipe. The working pressures and test pressures are listed as 50 psi and 75 psi, respectively. DR18 has a pressure class of 235 psi. There are only two US manufacturers of PVC pipe that make the DR18 thickness in the 36 -inch diameter. Can this be changed to DR25 or DR21 to save cost and increase competition? R-29. Refer to Addendum 7, Item 7-33. Q-30. The specs call for Pelco VideoXpert for CCTV. With that product no longer available, what is the VMS and cameras that we should bid? R-30. Refer to Addendum 7, Item 7-54. Q-31. Verify if the 42"x42" Tee indicated on the profile, "42 IN TO 54 IN INF BETWEEN PTU AND PF STG" from sheet C-072 is required. If so, will a cap/plug be required? R-31. Refer to Addendum 7, Item 7-68. Q-32. Instrumentation sheets 1-1260, and 1-1280 show a 16-DWS line from the Centrifuges to the Screw Conveyors that were not located on the M-1200 series sheets. Please clarify where the DWS lines are shown on the M series sheets. R-32. The 16" DWS is the solids chute which carries cake solids from the centrifuges to the screw conveyors. Refer to sheet M-1222 for the 16" x 16" square solids chute. Q-33. Section 44 46 26.03.2.06.B (Page 20) requires the control panel to be FRP, NEMA 4X rated. However, FRP panels are typically only available in wall -mounted configurations. Drawing E-1216 shows control panels (VPLC-1231 and VPLC-1232) installed as freestanding units within an electrical room. Typically, control panels in electrical rooms are NEMA 12, constructed of painted carbon steel, freestanding, and equipped with filtered cooling fans. Please confirm the required enclosure material, NEMA rating, ventilation and enclosure type for the RDT control panels. R-33. The panels shall be NEMA 12 located in the electrical room. Refer to Addendum 7, Item 7-62. Q-34. Section 44 46 26.03.2.06.C.1 (Pages 20-21) lists approximately 23 operators, including pilot lights, selector switches, potentiometers, pushbuttons, and displays. This would result in a crowded and cluttered panel layout. Would it be acceptable to provide a touchscreen interface incorporating all listed operators in lieu of individual physical devices? This approach would result in a cleaner layout and a more intuitive control system. R-34. HMI model is acceptable as long as it complies with the requirements of Section 40 68 00, FW HMI Standards. Refer to Addendum 7, Item 7-62. Q-35. P&ID drawing 1-1230 in Addendum 4 shows two discharge hopper level switches (LSH01 and LSL01), as well as a level transmitter (LIT01), which appears to be a hydrostatic pressure type. This contradicts Section 44 46 26.03.2.04. G.5 (Page 19), which specifies that the level sensor must be ultrasonic. The level switches are not mentioned in Section 44 46 26.03. For this type of application, hydrostatic pressure level transmitters typically outperform ultrasonic level sensors; therefore, we are proposing a hydrostatic pressure level transmitter in lieu of an ultrasonic device. Level switches will be of the vibrating fork type, as no specific requirement for these devices has been provided. R-35. Refer to Addendum 7, Item 7-60. A-7 5 of 7 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT A Q-36. SECTION 40 61 00 - 2.06. C. As a minimum, furnish the following spare parts for control panels: (...J Question) It is understood that all spare parts listed will be provided by the Control System Integrator (PCSI). Please confirm. R-36. Spare parts for vendor supplied equipment shall be provided by the equipment manufacturer and not the Control System Integrator. Q-37. SECTION 40 67 00 - 2.10. B. The following control panel spare parts shall be furnished: (...J Question) It is understood that all spare parts listed will be provided by the Control System Integrator (PCSI). Please confirm. R-37. Spare parts for vendor supplied equipment shall be provided by the equipment manufacturer and not the Control System Integrator. Q-38. SECTION 40 63 00 - 1.09. D. The following PLC spare parts shall be furnished: (...] Question) It is understood that all spare parts listed will be provided by the Control System Integrator (PCSI). Please confirm. R-38. Spare parts for vendor supplied equipment shall be provided by the equipment manufacturer and not the Control System Integrator. Q-39. SECTION 40 66 00 - 2.09. C. As a minimum, furnish the following spare parts for network equipment: [...J Question) It is understood that all spare parts listed will be provided by the Control System Integrator (PCSI). Please confirm. R-39. Spare parts for vendor supplied equipment shall be provided by the equipment manufacturer and not the Control System Integrator. Q-40. SECTION 40 63 00 - 2.09. D. All software licenses required to achieve the functionality described in the Specifications shall be provided and licensed in the OWNER'S name. Question) It is understood that all required software licenses will be provided by the Control System Integrator (PCSI). Please confirm. R-40. Software licenses required for functionality for vendor supplied equipment shall be provided by the equipment manufacturer. Q-41. Per Section 10 73 00 — Metal Awnings and Canopies, the contract documents identify requirements for aluminum canopy systems. Architectural Fabrication, Inc. (Arch Fab) has submitted a technical proposal including Atlas canopy systems, walkway covers, and sunshade assemblies, along with complete product data, finishes, and installation information. The submitted documentation indicates the following: • Compliance with AAMA finish standards (2603, 2605, 611) and A WS D1. 2 aluminum welding requirements • Inclusion of shop drawings, color charts, and warranty information consistent with specification submittal requirements • Manufacturer possesses 30+ years of experience and provides turnkey design, fabrication, and installation services Additionally, substitution provisions allow alternate manufacturers provided they meet the specified requirements and demonstrate a minimum of 10 years of experience. Request for clarification: 1) If Architectural Fabrication, Inc. (Arch Fab) is considered a substitution under Section 10 73 00-2.01.8.2, does the submitted package satisfy the requirements of Section 01 25 00 - Substitution Procedures? 2) Please confirm whether Architectural Fabrication, Inc. (Arch Fab) is an acceptable/approved manufacturer for bidding purposes. R-41. Substitution Procedures are defined in Section 01 25 00. A-7 6 of 7 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT A Q-42. Can PermoxCTF be used for lining ductile iron sewer pipe and fittings as listed in Section 40 05 19-6, 2.03, A, 4. Amine -Cured Epoxy and Section 40 05 31.13-5, 2.07, A. Ductile Iron Fittings Lining? PermoxCTF meets or exceeds the specified lining performance requirements and provides contractors with an additional qualified lining option for bidding on this project. R-42. Substitution Procedures are defined in Section 01 25 00. Q-43. Can Alliance Steel be approved as an alternate manufacturer for PEMB? R-43. Substitution Procedures are defined in Section 01 25 00. Q-44. Can Schulte Buildings be approved as an alternate manufacturer for PEMB? R-44. Substitution Procedures are defined in Section 01 25 00. Q-45. Spec section 46 51 21 lists the coarse bubble diffusers at the sludge holding tanks, but not at the bioreactor tanks mixed liquor channel. Can this be added to the spec so the vendors are aware of this requirement? R-45. Refer to Addendum 7, Item 7-63. A-7 7 of 7 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 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 7-1: Addendum No. 6, Item 6-18: Plans, Sheet C-136, GRADING PLAN — AREA E (Seq. 134 of 1525) Refer to ATTACHMENT 6-15. Remove this sheet in its entirety and replace with ATTACHMENT 7-1. Highlights of the changes include: 1. Added note regarding grading around utility structures. Item 7-2: Addendum No. 6, Item 6-19: Plans, Sheet C-137, GRADING PLAN — AREA F (Seq. 135 of 1525) Refer to ATTACHMENT 6-16. Remove this sheet in its entirety and replace with ATTACHMENT 7-2. Highlights of the changes include: 1. Added note regarding grading around utility structures. Item 7-3: Addendum No. 6, Item 6-20: Plans, Sheet C-155, STORM LINE A — PLAN & PROFILE (Seq. 153 of 1525) Refer to ATTACHMENT 6-17. Remove this sheet in its entirety and replace with ATTACHMENT 7-3. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr HGL line to profile. 2. Updated crossing labels. Item 7-4: Addendum No. 6, Item 6-28: Plans, Sheet 1-010 PCS NETWORK ARCHITECTURE (Seq. 1436 of 1525) Refer to ATTACHMENT 6-28. Remove this sheet in its entirety and replace with ATTACHMENT 7-4. Highlights of the changes include: 1. Added UPS to odor control and EQ/PFS. A-7 1 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-5: Addendum No. 6, Item 6-71: Plans, Sheet S -G103 STRUCTURAL GENERAL NOTES III (Seq. 57 of 1525) Refer to ATTACHMENT 6-39. Remove this sheet in its entirety and replace with ATTACHMENT 7-5 Highlights of the changes include: 1. Added subgrade modifications for the sludge holding tank, generator pad, and OCS slabs. Item 7-6: Addendum No. 6, Item 6-110: Plans, Sheet S-711, UPPER LEVEL FRAMING PLAN — AREA B1 (Seq. 807 of 1525) Refer to ATTACHMENT 6-55. Remove this sheet in its entirety and replace with ATTACHMENT 7-6. Highlights of the changes include: 1. Modified span of W16x26 (20) beam 2. Added callout for W21x44 (20) Item 7-7: Addendum No. 6, Item 6-115: Plans, Sheet S-755, OPERATIONS BUILDING DETAILS (Seq. 844 of 1525) Refer to ATTACHMENT 6-60. Remove this sheet in its entirety and replace with ATTACHMENT 7-7. Highlights of the changes include: 1. Modified Metal Deck at Overhang detail to provide information on overhang. Item 7-8: Addendum No. 4, Item 4-4: Specification Section 40 61 93 Process Control System Input/Output List Refer to ATTACHMENT 4-1. Remove this sheet in its entirety and replace with ATTACHMENT 7-8. Item 7-9: Addendum No. 4, Item 4-5: Plans, Sheet 1-1230, ROTARY DRUM THICKENERS (RDT) DETAIL P&ID (Seq. 1496 of 1525) Refer to ATTACHMENT 4-2. Remove this sheet in its entirety and replace with ATTACHMENT 7-9 Highlights of the changes include: 1. Added switch signals to the RDT LCP. 2. Added OlTs and modified level signals. A-7 2 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-10: Addendum No. 4, Item 4-100: Plans, Sheet 1-850, SERVICE WATER PUMP STATION P&ID (Seq. 1492 of 1525) Refer to ATTACHMENT 4-38. Remove this sheet in its entirety and replace with ATTACHMENT 7-10. Highlights of the changes include: 1. Added sump pumps for the reuse meter vault and potable water meter vault with associated signals. 2. Modified location of butterfly valve on the combined discharge line. Item 7-11: Addendum No. 3, Item 3-41: Plans, Sheet C-122, PLAN & PROFILE — ROAD B (Seq. 120 of 1525) Refer to ATTACHMENT 3-19. Remove this sheet in its entirety and replace with ATTACHMENT 7-11. Highlights of the changes include: 1. Updated & added utility crossing labels for Roadway. Item 7-12: Addendum No. 3, Item 3-42: Plans, Sheet C-127, PLAN & PROFILE — ROAD F (Seq. 125 of 1525) Refer to ATTACHMENT 3-20. Remove this sheet in its entirety and replace with ATTACHMENT 7-12. Highlights of the changes include: 1. Updated & added utility crossing labels for Roadway. Item 7-13: Addendum No. 3, Item 3-45: Plans, Sheet C-138, GRADING PLAN — AREA H (Seq. 136 of 1525) Refer to ATTACHMENT 3-23. Remove this sheet in its entirety and replace with ATTACHMENT 7-13. Highlights of the changes include: 1. Updated & added utility crossing labels for Roadway. A-7 3 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-14: Addendum No. 3, Item 3-46: Plans, Sheet C-153, POND PLAN — DETENTION POND B (Seq. 151 of 1525) Refer to ATTACHMENT 3-24. Remove this sheet in its entirety and replace with ATTACHMENT 7-14. Highlights of the changes include: 1. Updated storage table to include existing creek tailwater information for all storm events. 2. Updated orifice plate calculations & detail per CoFW comments. Item 7-15: Addendum No. 3, Item 3-48: Plans, Sheet C-156, STORM LINE B — PLAN & PROFILE (Seq. 154 of 1525) Refer to ATTACHMENT 3-26. Remove this sheet in its entirety and replace with ATTACHMENT 7-15. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr HGL line to profile. 2. Updated crossing labels. Item 7-16: Addendum No. 3, Item 3-50: Plans, Sheet C-162, STORM LINE G — PLAN & PROFILE (Seq. 160 of 1525) Refer to ATTACHMENT 3-27. Remove this sheet in its entirety and replace with ATTACHMENT 7-16. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr HGL line to profile. 2. Updated crossing labels. Item 7-17: Addendum No. 3, Item 3-51: Plans, Sheet C-163, EASTERN CHANNEL PLAN & PROFILE (1 of 2) (Seq. 161 of 1525) Refer to ATTACHMENT 3-28. Remove this sheet in its entirety and replace with ATTACHMENT 7-17. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr water surface line to profile. 2. Add existing creek tailwater information to channel outlet. 3. Updated section views. 4. Add trash protector over culvert inflow headwall where orifice plate is proposed. A-7 4 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-18: Addendum No. 3, Item 3-52: Plans, Sheet C-164, EASTERN CHANNEL PLAN & PROFILE (2 of 2) (Seq. 162 of 1525) Refer to ATTACHMENT 3-29 Remove this sheet in its entirety and replace with ATTACHMENT 7-18. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr water surface line to profile. 2. Updated section views. Item 7-19: Addendum No. 3, Item 3-53: Plans, Sheet C-165, EASTERN CHANNEL CALCULATIONS & DETAILS (Seq. 163 of 1525) Refer to ATTACHMENT 3-30. Remove this sheet in its entirety and replace with ATTACHMENT 7-19. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr water surface line to profile. 2. Updated section views. 3. Add trash protector over culvert inflow headwall where orifice plate is proposed. Item 7-20: Addendum No. 3, Item 3-54: Plans, Sheet C-168, EROSION CONTROL PLAN (Seq. Refer to ATTACHMENT 3-31. Remove this sheet in its entirety and replace with ATTACHMENT 7-20. Highlights of the changes include: 1. Added notes specified by CoFW reviewer. Item 7-21: Addendum No. 3, Item 3-82: Plans, Sheet E-503, BIOREACTOR MCC -500-1A AND MCC - 500 -1B ONE -LINE DIAGRAM (Seq. 1192 of 1525) Refer to ATTACHMENT 3-49. Remove this sheet in its entirety and replace with ATTACHMENT 7-21. Item 7-22: Addendum No. 3, Item 3-84: Plans, Sheet E-505, BIOREACTOR PP -500 ONE -LINE DIAGRAM (Seq. 1194 of 1525) Refer to ATTACHMENT 3-51. Remove this sheet in its entirety and replace with ATTACHMENT 7-22. A-7 5 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-23: Addendum No. 3, Item 3-86: Plans, Sheet E-509, BIOREACTOR DUCTBANK SECTION - I (Seq. 1198 of 1525) Refer to ATTACHMENT 3-53. Remove this sheet in its entirety and replace with ATTACHMENT 7-23 Item 7-24: Addendum No. 3, Item 3-88: Plans, Sheet E-511, BIOREACTOR UPPER LIGHTING PLAN (Seq. 1200 of 1525) Refer to ATTACHMENT 3-55. Remove this sheet in its entirety and replace with ATTACHMENT 7-24. Item 7-25: Addendum No. 3, Item 3-98: Plans, Sheet E-521, BIOREACTOR ELECTRICAL ROOM — POWER PLAN (Seq. 1210 of 1525) Refer to ATTACHMENT 3-65. Remove this sheet in its entirety and replace with ATTACHMENT 7-25. Item 7-26: Addendum No. 3, Item 3-99: Plans, Sheet E-522, BIOREACTOR ELECTRICAL ROOM — CONTROL PLAN (Seq. 1211 of 1525) Refer to ATTACHMENT 3-66. Remove this sheet in its entirety and replace with ATTACHMENT 7-26. Item 7-27: Addendum No. 3, Item 3-100: Plans, Sheet E-523, BIOREACTOR ELECTRICAL ROOM — LIGHTING AND RECEPTACLE PLAN (Seq. 1212 of 1525) Refer to ATTACHMENT 3-67. Remove this sheet in its entirety and replace with ATTACHMENT 7-27. Item 7-28: Addendum No. 3, Item 3-102: Plans, Sheet E-525, BIOREACTOR DETAILS - I (Seq. 1214 of 1525) Refer to ATTACHMENT 3-69. Remove this sheet in its entirety and replace with ATTACHMENT 7-28. Item 7-29: Addendum No. 3, Item 3-117: Plans, Sheet E-570, SWS PUMP STATION - PLAN (Seq. 1231 of 1525) Refer to ATTACHMENT 3-84. Remove this sheet in its entirety and replace with ATTACHMENT 7-29 Item 7-30: Addendum No. 3, Item 3-118: Plans, Sheet E-571, SWS PUMP STATION RISER DIAGRAM (Seq. 1231A of 1525) Refer to ATTACHMENT 3-85. Remove this sheet in its entirety and replace with ATTACHMENT 7-30. A-7 6 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-31: Addendum No. 3, Item 3-149: Plans, Sheet E-1242, SOLIDS ROTARY DRUM THICKENER RISER DIAGRAM - I (Seq. 1368 of 1525) Refer to ATTACHMENT 3-116. Remove this sheet in its entirety and replace with ATTACHMENT 7-31. Item 7-32: Addendum No. 3, Item 3-150: Plans, Sheet E-1243, SOLIDS ROTARY DRUM THICKENER RISER DIAGRAM - II (Seq. 1369 of 1525) Refer to ATTACHMENT 3-117. Remove this sheet in its entirety and replace with ATTACHMENT 7-32. Item 7-33: Addendum No. 1, Item 1-17: Plans, Sheet G-015, PIPING MATERIAL (Seq. 15 of 1525) Refer to ATTACHMENT 1-3. Refer to row 33. Change "DR18" in the Minimum Thickness Class / Rating to "DR21" Refer to row 35. Change "DR18" in the Minimum Thickness Class / Rating to "DR21" Item 7-34: Addendum No. 1, Item 1-20: Plans, Sheet C-055, YARD PIPING PLAN E (Seq. 69 of 1525) Refer to ATTACHMENT 1-6. Remove this sheet in its entirety and replace with ATTACHMENT 7-33. Highlights of the changes include: 1. Added reuse meter vault drain route and associated elevations. Item 7-35: Addendum No. 1, Item 1-59: Plans, Sheet H-381, PTU - DIAGRAMS (Seq. 388 of 1525) Refer to ATTACHMENT 1-37. Remove this sheet in its entirety and replace with ATTACHMENT 7-34. Highlights of the changes include: 1. Added infiltration and exfiltration airflows to the Electrical Room Airflow Diagram. A-7 7 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-36: Addendum No. 1, Item 1-96: Plans, Sheet H-704, PARTIAL GROUND LEVEL AREA A HVAC PLAN (Seq. 746 of 1525) Refer to ATTACHMENT 1-62. Remove this sheet in its entirety and replace with ATTACHMENT 7-35. Highlights of the changes include: 1. Modified ACU to the north. 2. Added 700-AHU-5. Item 7-37: Addendum No. 1, Item 1-99: Plans, Sheet H-761, SCHEDULES (Seq. 753 of 1525) Refer to ATTACHMENT 1-65. Remove this sheet in its entirety and replace with ATTACHMENT 7-36. Highlights of the changes include: 1. Updated Return Air (CFM) under Positive Pressure Unit (PPU) Schedule. Item 7-38: Addendum No. 1, Item 1-102: Plans, Sheet H-775, PROCESS LAB CONTROL DIAGRAMS & SEQUENCE (Seq. 759 of 1525) Refer to ATTACHMENT 1-68. Remove this sheet in its entirety and replace with ATTACHMENT 7-37. Highlights of the changes include: 1. Updated tags for the Exhaust Fan Diagram and Sequence and Sequence of Operation. Item 7-39: Addendum No. 1, Item 1-103: Plans, Sheet H-777, VAV SPLIT DX CONTROL DIAGRAM & SEQUENCE (Seq. 761 of 1525) Refer to ATTACHMENT 1-69. Remove this sheet in its entirety and replace with ATTACHMENT 7-38. Highlights of the changes include: 1. Modified Control Diagram. Item 7-40: Specification, Section 00 11 13 Invitation to Offerors Refer 2nd paragraph under General Description of Work. Change "11091" to "12300". Item 7-41: Specification, Section 00 21 13 Instruction to Offerors Refer to Article 17.1.5.1 Add "milestone 0" to the first sentence before "milestone 1." A-7 8 of 32 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT B Item 7-42: Specification, Section 00 41 00 Proposal Form Refer to Article 4. Add 4-0 below: "4-0. The work for Milestone 0 (Temporary Entrance Road) shall be complete by May 1, 2027." Item 7-43: Specification, Section 00 52 43 Agreement Refer to Article 4.1.A. Add A below and renumber the subsequent items: "A. Milestone 0 —Temporary Entrance Road 1. Milestone 0 shall be substantially complete by May 1, 2027. Milestone 0 may commence with the Notice to proceed. Milestone 0 includes the following: a. The temporary entrance road (Road C) from Chapin Road along the east side of the property to the main entrance and south entrance of Mary's Creek Water Reclamation Facility. Final entrance road (Road C) is required by Final Completion." Item 7-44: Specification, Section 01 11 00 Summary of Work Refer to paragraph 1.4.A.2. Change "11091" to "12300". Item 7-45: Specification, Section 01 21 16 Sequence of Construction Refer to paragraph 3.01. Add A below and renumber the subsequent items: "A. Milestone 0: The temporary entrance road (Road C) shall be substantially complete by May 1, 2027. Milestone 0 may commence with the Notice to proceed. Work includes the temporary entrance road from Chapin Road along the east side of the property to the main entrance and south entrance of Mary's Creek Water Reclamation Facility. Final entrance road (Road C) is required by Final Completion." Item 7-46: Specification, Section 01 31 13 Project Coordination Refer to paragraph 1.05.B. Add 1 below and renumber the subsequent items: "1. Milestone 0 - The temporary entrance road (Road C) shall be substantially complete by May 1, 2027. Milestone 0 may commence with the Notice to proceed. Work includes the temporary entrance road from Chapin Road along the east side of the property to the main entrance and south entrance of Mary's Creek Water Reclamation Facility. Final entrance road (Road C) is required by Final Completion." Item 7-47: Specification, Section 01 91 14 Equipment Testing and Facility Startup Remove this specification in its entirety and replace with ATTACHMENT 7-39. A-7 9 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 7-48: Specification, Section 10 28 00 Toilet and Bath Accessories Refer to paragraph 2.02.A. Refer to the Surface Mounted Electric Hand Dryer, Sensor Activated (115v). Delete Mark Model "EHD." Replace Bobrick Model "B-709" with Bobrick Model "B-7188 Terra Dry." Replace Bradley Model "2895-28" with Bradley "Aerix 2901-873." Item 7-49: Specification, Section 10 51 00 Lockers Refer to paragraph 2.01.O.1. Add the following subitem a as follows: "a. Basis -of -Design Model: Traditional Collection b. Configurations, as indicated 1. Single -Tier 2. Double -Tier 3. Two Person -Z" Item 7-50: Specification, Section 11 31 00 Appliances Refer to paragraph 2.01.A. Remove paragraph 2.01.A in its entirety. Refer to paragraph 2.01.B. Remove "A-2" from the first sentence. Refer to paragraph 2.01.B.1.a. ADDENDUM NO. 7 ATTACHMENT B Replace "Subzero; 249R" with "Subzero, Designer 24 -inch Undercounter Refrigerator (DEU2450BG)." Refer to Section 2.01.C.1. Add item C as follows: "c. Whirlpool; WMC30516HZ." Refer to paragraph 2.01.D. Remove paragraph 2.01.D in its entirety. Refer to paragraph 2.01.E. Remove paragraph 2.01.E in its entirety. A-7 10 of 32 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT B Item 7-51: Specification, Section 13 34 23 Prefabricated Fiberglass Shelters Refer to paragraph 2.3.B. Remove item 1 in its entirety and replace with "1. Power Service: 60A; 120/240V, single phase, 60 Hertz." Refer to item 2. Replace "200A" with "60A." Remove item 3 in its entirety and replace with "3. Main Distribution Panel: 60A; 120/240V, single phase, 30 spaces, NEMA 4X 316 SS." Refer to Item 7. Add "for lighting and ventilation" at the end of the sentence. Refer to paragraph 2.2.C. Add item 5 below: "5. Controls for Interior Lighting: Manual and automatic operating modes using an exterior wall mounted, NEMA 4, 3 -position selector switch located at the entrance door. 1. Identification: "Interior Lights." 2. Positions labeled AUTO/OFF/ON. a. "AUTO" position; lights shall be energized when the enclosure door is opened and de - energize when timer expires. b. "ON" position, the lights shall be on continuously. c. "OFF" position will de -energize the lights. 3. Interior lights shall not share a circuit breaker with wall receptacles." Refer to paragraph 2.2.H.1.d.1.a: Add "and de -energize when timer expires." Item 7-52: Specification, Section 13 34 23.33 Precast Concrete Buildings Refer to paragraph 1.1.A.2.a. Delete the text "8'W x 12'L x 12'H" and replace with "12'W x 16'L x 12'H". A-7 11of32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 7-53: Specification, Section 2214 29 Submersible Sump Pump Refer to Table 1: Type I Schedule Add the following columns in their entirety. ADDENDUM NO. 7 ATTACHMENT B RSW01 T00 SUP01 RPS1 T01 SUP01 RPS01 T01 SUP02 RSW01_T00 SUP02 1 1 1 1 Reuse Meter Vault Return Flow Valve Vault 1 Return Flow Valve Vault 2 Potable Water Meter Vault 20 20 20 20 8 8 8 6 3 3 3 3 2 2 2 2 0.5 0.5 0.5 0.5 115/230 115/230 115/230 115/230 1800 1800 1800 1800 TYPEI TYPEI TYPEI TYPE I Refer to Table 1: Type I Schedule Refer to tags EQB_B01_SUP01 and PFS01_B01_SUP01. Add "EXPLOSION PROOF (INCLUDING APPURTENANCES FOR CLASS 1 DIVISION 2" in the Notes row. Refer to tags RS01_B01_SUP01. Remove "PANEL" in the Notes row. Item 7-54: Specification, Section 28 00 05 Electronic Security System Refer to paragraph 1.04.C. Remove this paragraph in its entirety and replace with the following: "C. Approved SSIs 1. Prime Controls Contact: Lain Cloy 1725 Lakepoint Dr. Lewisville, TX 75057 Phone: (972) 221-4849 2. RLC Contact: Michael Cunningham 8115 Hicks Hollow McKinney, TX 75071 Phone: (972) 542-7375 A-7 12of32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 7-54 Continued: 3. Red Group Contact: Haven Alford 9500 Ray White Road Suite 200 Fort Worth, TX 76244 Phone: (225) 347-9032" Refer to paragraph 2.04.A. Replace "VideoXpert Enterprise" with "Avigilon". ADDENDUM NO. 7 ATTACHMENT B Item 7-55: Specification, Section 40 6100 Process Control and Instrumentation System — General Provisions Refer to paragraph 2.06. Add item C below and renumber the subsequent items. "C. All parts and software licenses for each equipment shall be provided by the equipment manufacturer. For Equipment supplied by the vendor, the vendor shall be responsible for providing the spare parts for that equipment. Where the software is furnished by the Vendor, the vendor shall be responsible for providing all the required software licenses." Item 7-56: Specification, Section 40 63 00 PLC Hardware and Software Refer to paragraph 1.09. Add item D below and renumber the subsequent items. "D. All parts and software licenses for each equipment shall be provided by the equipment manufacturer. For Equipment supplied by the vendor, the vendor shall be responsible for providing the spare parts for that equipment. Where the software is furnished by the Vendor, the vendor shall be responsible for providing all the required software licenses." Item 7-57: Specification, Section 40 66 00 Network Equipment Refer to paragraph 2.09. Add item C below and renumber the subsequent items. "C. All parts and software licenses for each equipment shall be provided by the equipment manufacturer. For Equipment supplied by the vendor, the vendor shall be responsible for providing the spare parts for that equipment. Where the software is furnished by the Vendor, the vendor shall be responsible for providing all the required software licenses." Item 7-58: Specification, Section 40 66 43 Radio Equipment and Systems Refer to table in paragraph 1.05.A. In the 1St row for Site 0010 COFW MCWRF, change "11091" to "12300". A-7 13of32 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT B Item 7-59: Specification, Section 40 67 00 Control Panels and Components Refer to paragraph 2.10. Add item B below and renumber the subsequent items. "B. All Spare parts for each equipment shall be provided by the equipment manufacturer. For Equipment supplied by the vendor, the vendor shall be responsible for providing the spare parts for that equipment." Item 7-60: Specification, Section 40 72 00 Level Instruments Add the following paragraph 2.06 and renumber subsequent sections: "2.06 LEVEL SENSOR AND TRANSMITTER — CAPACITANCE TYPE A. GENERAL 1. Measurement Principle: Change in capacitance of the liquid covering the probe. a. Liquid or Solids b. Ability to protect against vapor, agitation, and bubbling. c. Connection on top of tank. 2. Measurement Range (See Schedule): a. 1.66 to 3300pF. 3. Accuracy: 0.5 PCT of measured value. 4. Temperature Stability: 0.25 PCT of actual capacitance. B. PROCESS CONNECTION 1. Threaded (NPT): See Schedule 2. Flange (ASME): See Schedule C. DISPLAY AND CONFIGURATION 1. Integral Display for live measurement and configuration. 2. Adjustable zero and span. 3. Output variable: Level. 4. Output Units; Feed, inches, meters or millimeters (mm). D. ELECTRICAL 1. Signal Power: Loop -powered, 2 -wire, 24 VDC. 2. Current Output: Analog 4-20 Ma into a 400 -ohm loop. 3. Optional Communication: HART. 4. Configuration: With remote hand-held configurator. 5. Cable entry: 3/4 IN NPT connection. E. MECHANICAL 1. Sensor: a. Material: 316L/PFA or 316 SS. b. Diameter: 0.75 IN. 2. Enclosure: Aluminum, epoxy coated. F. ENVIRONMENTAL 1. Ambient Temperature: -40F to 158 DEG F (-40 to 70 DEG C). 2. Humidity: Up to 99 PCT. 3. Process Temperature: -4 to 185 DEG F (-20 to 85 DEG C). A-7 14 of 32 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT B Item 7-60 Continued: 4. Process Pressure: 0 to 150 PSIG. 5. Protection: Refer to Area Classification Drawings. G. MANUFACTURER 1. Endress+Hauser (Liquicap FM 151/152). 2. Magnetron (Kotron Series). 3. Siemens (Sitrans LC300). 4. Approved Equal." Add the following paragraph 2.09 and renumber subsequent sections: "2.09 TUNING FORK LEVEL SWITCH A. GENERAL 1. General: Vibration Fork technology; change in tuning fork frequency when the liquid covers the probe. a. The denser the liquid the lower the frequency. b. Unaffected flow, bubbles, turbulence, or foam. c. Probe should be designed so that the liquid flows away quickly. d. No moving parts. e. Can be mounted vertically or horizontally. f. Hysteresis: 0.08 IN. B. PROCESS CONNECTION 1. Threaded Connection: a. Threaded (NPT) b. Flange (ASME) C. DISPLAY AND CONFIGURATION 1. LED Status. D. ELECTRICAL 1. Power: Either 120 VAC or 24 VDC. The voltage shall be coordinated with the control panel power availability. 2. Relays: DPDT contacts, Transistors, PNP. 3. Mercury -free switch. 4. Cable Entry: 3/4 IN. E. MANUFACTURER 1. Emerson Rosemount (2120). 2. Endress+Hauser (Liquiphant MFTL 50/512). 3. Siemens (Sitrans LVL 100/200). 4. Approved Equal." Refer to Attachment A located after end of Section. Remove Attachment A in its entirety and replace with ATTACHMENT 7-40. A-7 15of32 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT B Item 7-61: Specification, Section 44 42 25.02 Aluminum Flat Panel Cover System Add the following section in its entirety. "2.07 ENGRAVINGS A. Provide fabricated metal lettering engraving via laser etching or mechanical engraving of characters and numbers. B. Stamped, painted, or adhesive applied lettering will not be permitted. Etching process shall not compromise structural integrity of the cover. C. Engravements shall be on all access hatches situated on the aluminum plate cover system per bioreactor basin and zone. D. Letter finish shall be the same as the base metal, burr -free edges and smooth transitions. E. Engravement size and font shall be approved by the OWNER. f. Engravements shall be provided on the side of the cover plate facing the atmosphere and shall be located in the middle of the plate. G. Engravements to be provided include: 1. Bioreactor basin 1 to include the following: a. BIOREACTOR BASIN 1 FERMENTER ZONE b, BIOREACTOR BASIN 1 ANAEROBIC ZONE 1 c. BIOREACTOR BASIN 1 ANAEROBIC ZONE 2 d. BIOREACTOR BASIN 1 PRE ANOXIC ZONE 1 e. BIOREACTOR BASIN 1 PRE ANOXIC ZONE 2 f. BIOREACTOR BASIN 1 AEROBIC ZONE 1 g. BIOREACTOR BASIN 1 AEROBIC ZONE 2 h. BIOREACTOR BASIN 1 AEROBIC ZONE 3 I. BIOREACTOR BASIN 1 POSTANOXIC ZONE 1 j. BIOREACTOR BASIN 1 POST ANOXIC ZONE 2 2. Bioreactor basin 2 to include the following: a. BIOREACTOR BASIN 2 FERMENTER ZONE b. BIOREACTOR BASIN 2 ANAEROBIC ZONE 1 c. BIOREACTOR BASIN 2 ANAEROBIC ZONE 2 d. BIOREACTOR BASIN 2 PRE ANOXIC ZONE 1 e. BIOREACTOR BASIN 2 PRE ANOXIC ZONE 2 f. BIOREACTOR BASIN 2 AEROBIC ZONE 1 g. BIOREACTOR BASIN 2 AEROBIC ZONE 2 h. BIOREACTOR BASIN 2 AEROBIC ZONE 3 i. BIOREACTOR BASIN 2 POST ANOXIC ZONE 1 i, BIOREACTOR BASIN 2 POST ANOXIC ZONE 2 3. Bioreactor basin 3 to include the following: a, BIOREACTOR BASIN 3 FERMENTER ZONE b, BIOREACTOR BASIN 3 ANAEROBIC ZONE 1 c. BIOREACTOR BASIN 3 ANAEROBIC ZONE 2 d. BIOREACTOR BASIN 3 PRE ANOXIC ZONE 1 e. BIOREACTOR BASIN 3 PRE ANOXIC ZONE 2 f. BIOREACTOR BASIN 3 AEROBIC ZONE 1 g. BIOREACTOR BASIN 3 AEROBIC ZONE 2 h. BIOREACTOR BASIN 3 AEROBIC ZONE 3 A-7 16 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 7-61 Continued: i. BIOREACTOR BASIN 3 POST ANOXIC ZONE 1 I. BIOREACTOR BASIN 3 POST ANOXIC ZONE 2 4. Bioreactor basin 4 to include the following: a. BIOREACTOR BASIN 4 FERMENTER ZONE b. BIOREACTOR BASIN 4 ANAEROBIC ZONE 1 c. BIOREACTOR BASIN 4 ANAEROBIC ZONE 2 d, BIOREACTOR BASIN 4 PRE ANOXIC ZONE 1 e. BIOREACTOR BASIN 4 PRE ANOXIC ZONE 2 f. BIOREACTOR BASIN 4 AEROBIC ZONE 1 g. BIOREACTOR BASIN 4 AEROBIC ZONE 2 Ii. BIOREACTOR BASIN 4 AEROBIC ZONE 3 i. BIOREACTOR BASIN 4 POST ANOXIC ZONE 1 j. BIOREACTOR BASIN 4 POST ANOXIC ZONE 2" Item 7-62: Specification, Section 44 46 26.03 Rotary Drum Thickeners Refer to paragraph 1.03. Add F below in its entirety: ADDENDUM NO. 7 ATTACHMENT B "F. Control panels must meet the requirements of Section 26 29 86, Mechanical Equipment Control Panels." Refer to paragraph 2.04.G.5. Remove the paragraph in its entirety and replace with the following: "5. Each discharge hopper shall be pre -tapped for the level instruments as indicated on Drawings or as necessary to facilitate installation. Instruments will be provided with thickener package and shall comply with the requirements of Section 40 61 00, Process Control Systems General Provisions and Section and 40 72 00, Level Instruments. Level instruments design shall be suitable for the intended service, fully accessible for maintenance, and controlled by RDT PLC." Refer to paragraph 2.04.G.7.a.2. Change "manual actuator" to "electrically actuated with 480V integral actuator". Refer to paragraph 2.06.A. Add the following to the end of the sentence: "40 63 00 PLC Hardware and Software, 40 66 00 Network Equipment, 40 67 00 Control Panels and Components, and 40 67 63 Uninterruptible Power Supplies." Refer to paragraph 2.06.B. Change "4X" to "12" in two places. A-7 17 of 32 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT B Item 7-62 Continued: Refer to paragraph 2.06. Add item H in its entirety as follows: "H. Operator Interface Terminal (OIT): Each RDT Control Panel shall be equipped with an Operator Interface Terminal (OIT). Refer to Section 40 63 00, PLC Hardware and Software, for OIT manufacturer and products. Locate the OIT in a separate panel mounted on a pedestal with 2 degrees of movement near the RDT for mounting the OIT. The center of the OIT should be mounted approximately 54 -inches above the floor. The panel construction must be Type 316 stainless steel or aluminum NEMA Type 4X construction. The pedestal and mounting hardware must be Type 316 stainless steel or aluminum construction. A Schneider Electric Harmony HMIDT635XFH operator interface terminal (OIT) shall be provided that meets requirements of Section 40 62 00, Computer Hardware and Software and 40 63 00, Programmable Logic Controller Hardware and Software. 1. Functions a. The OIT for each RDT shall provide the primary method for an operator to monitor the status of the RDT and to effect its operation by command or directive entry. The plant SCADA system shall provide the secondary method for an operator to monitor and control the RDT. The OIT shall provide the graphics -based interface between the operator and the RDT controller. The graphics and their layout/presentation shall be manufacturer's standard. b. The OIT and Plant SCADA shall provide all displays and control screens needed to safely and efficiently monitor and control the RDT. c. The OlTs and Plant SCADA shall provide for selection of the following: i. Auto -Start Pushbutton. ii. Auto -Stop Pushbutton. iii. Alarm Reset Pushbutton. iv. Alarm Silence Pushbutton, v. RDT Washwater Booster Pump: ON/OFF/REMOTE switch. vi. RDT Washwater Booster Pump: ON/OFF indicator. vii. RDT Washwater Booster Pump: FAIL indicator. viii. Spray Wash Solenoid Valve: OPEN/CLOSE indication. ix. Spray Wash: Low Pressure Alarm indication. x. Floc Tank Mixer: ON/OFF/REMOTE switch. xi. Floc Tank Mixer: ON/OFF indicator. xii. Floc Tank Mixer: FAIL indicator. xiii. Floc Tank Mixer: SPEED Control. xiv. Floc Tank Mixer: SPEED indicator. xv. Rotary Drum Thickener: ON/OFF/REMOTE switch. xvi. Rotary Drum Thickener: ON/OFF indicator. xvii.Rotary Drum Thickener: FAIL indicator. xviii. Rotary Drum Thickener: SPEED Control. xix. Rotary Drum Thickener: SPEED indicator A-7 18of32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 7-62 Continued: 2. Display (at a minimum): a. Alarms. b. Status and control of each system component. c. Drum speed Indicator: rpm d. Rotary Drum Thickener: SPEED Control. e. Flocculation Tank Mixer Speed Indicator: rpm, %. f. Flocculation Tank Mixer Speed Control g. Drive motor amperage (rms value). h. RDT Washwater Booster Pump: ON/OFF. i. Spray Wash Solenoid Valve: OPEN/CLOSE j. RDT Control Mode: LOCAL/REMOTE. k. The specific shutdown condition. I. Sludge and polymer flow rates. m. All inputs from and outputs to the plant SCADA System. n. Maintenance Functions. o. Polymer System: Dose Setpoint (lbs/dry ton). p. Polymer System: Actual Dose (lbs/dry ton). q. % Polymer Activity and flow rates, GPH. r. Feed sludge Concentration, % TS. ADDENDUM NO. 7 ATTACHMENT B Item 7-63: Specification, Section 46 51 21 Aeration System, Coarse -Bubble Membrane Diffusers Refer to paragraph 1.04.A. Add the following after the first sentence: "Aeration system shall be installed in the mixed liquor channel and comply with the design performance and parameters indicated in Table 2." A-7 19of32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 7-63 Continued: Add the following in its entirety to Section 1.04.A. ADDENDUM NO. 7 ATTACHMENT B Table 2 Coarse Bubble Aeration System Performance Requirements Location Bioreactor Mixed Liquor Channel Environmental Operating Conditions Floor Elevation, Feet MSL 772.00 Ambient Air Temperature, °F Maximum Minimum 110 0 Aerated Liquid Temperature, °F Maximum Minimum 86 50 Coarse Bubble Zone Configuration Number of Zones 1 Length of Aerated Section, ft 10 Width of Aerated Section, ft 6 Max SWD, ft 6.4 Number of Diffusers 4 Operating Pressure, psig 13 Compressed Air Temperature, °F 230 Air Supply, SCFM Average 32 NOTE: Diffuser drawings are illustrative of the diffuser quantity and layout. Refer to this Table for actual design quantities. Item 7-64: Specification, Appendix V City Obtained Permits Add the Approved Tree Removal Permit in its entirety as ATTACHMENT 7-41. Add the Approved Cell Tower Permit in its entirety as ATTACHMENT 7-42. Add the Approved Floodplain Permit Application in its entirety as ATTACHMENT 7-43. Item 7-65: Plans, Sheet G-002, LOCATION MAP (Seq. 2 of 1525) Refer to Plant Address callout. Change "11091" to "12300" Item 7-66: Plans, Sheet G-008, INDEX TO DRAWINGS VOLUME VI (Seq. 8 of 1525) Add the following sheet names and numbers: "1230C. E-544 BIOREACTOR LIGHTING CONTACTOR SCHEMATICS 1239A. E-588 CHEMICAL FEED BUILDING AND STORAGE FILL STATION AND SCHEMATIC" A-7 20 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-67: Plans, Sheet S -G105, STRUCTURAL GENERAL NOTES V (Seq. 59 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-44. Highlights of the changes include: 1. Added Monument Sign and Foundation to Deferred Submittals. Item 7-68: Plans, Sheet C-072, 30" TO 54" RS BETWEEN EQ STG, PF STG AND PTU (Seq. 78 of 1525) Refer to 42 IN TO 54 IN INF BETWEEN PTU AND PF STG. Refer to STA 1+00.00: Replace "INSTALL TEE" with "INSTALL CROSS" Delete the following items: "STA 1+53.65 INSTALL 42" X 42" TEE FL 777.65" Item 7-69: Plans, Sheet C-091, YARD PIPING COORDINATE TABLE PLAN B (Seq. 91 of 1525) Refer to Location 67 Replace Northing "6951271.1005" with "6951271.0299" Replace Easting "2267763.4744" with "2267771.9072" Refer to Location 68 Replace Northing "6951286.8900" with "6951293.3283" Replace Easting "2267747.6800" with "2267749.6648" Refer to Location 69 Replace Easting "2267729.4888" with "2267737.9072" Refer to Location 72 Replace Northing "6951271.1005" with "6951271.0074" Replace Easting "2267745.9552" with "2267750.9232" Refer to Location 74 Replace Northing "6951287.9694" with "6951284.0652" Replace Easting "2267741.6908" with "2267744.6443" Field -route the remaining 2 -inch drain piping to accommodate this adjustment. A-7 21of32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 7-69 Continued: Refer to Location 78 Replace Northing "6951275.3505" with "6951279.2486" Replace Easting "2267741.9312" with "2267745.9218" Field -route the remaining 2 -inch drain piping to accommodate this adjustment. ADDENDUM NO. 7 ATTACHMENT B Item 7-70: Plans, Sheet C-092, YARD PIPING COORDINATE TABLE PLAN C (Seq. 92 of 1525) Refer to Location 310 Replace Northing "6950994.8221" with "6950998.8815" Replace Easting "2267024.3855" with "2267024.3915" Refer to Location 312 Replace Northing "6950991.3277" with "6950991.5636" Replace Easting "2267032.3374" with "2267032.5733" Item 7-71: Plans, Sheet C-094, YARD PIPING COORDINATE TABLE PLAN E I (Seq. 94 of 1525) Refer to Location 703 Replace Northing "695056.0546" with "6950562.7212" Item 7-72: Plans, Sheet C-121, PLAN & PROFILE — ROAD A (Seq. 119 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-45. Highlights of the changes include: 1. Updated & added utility crossing labels for Roadway. Item 7-73: Plans, Sheet C-124, PLAN & PROFILE — ROAD D (1 of 2) (Seq. 122 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-46. Highlights of the changes include: 1. Updated & added utility crossing labels for Roadway. Item 7-74: Plans, Sheet C-125, PLAN & PROFILE — ROAD D (2 of 2) (Seq. 123 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-47. Highlights of the changes include: 1. Updated & added utility crossing labels for Roadway. A-7 22 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Item 7-75: Plans, Sheet C-131, OVERALL GRADING PLAN (Seq. 129 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-48. Highlights of the changes include: 1. Added note regarding grading around utility structures. Item 7-76: Plans, Sheet C-132, GRADING PLAN — AREA A (Seq. 130 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-49. Highlights of the changes include: 1. Added note regarding grading around utility structures. Item 7-77: Plans, Sheet C-133, GRADING PLAN — AREA B (Seq. 131 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-50. Highlights of the changes include: 1. Added note regarding grading around utility structures. 2. Added labels for existing 18" storm drain at public ROW. Item 7-78: Plans, Sheet C-134, GRADING PLAN — AREA C (Seq. 132 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-51. Highlights of the changes include: 1. Added note regarding grading around utility structures. Item 7-79: Plans, Sheet C-135, GRADING PLAN — AREA D (Seq. 133 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-52. Highlights of the changes include: ADDENDUM NO. 7 ATTACHMENT B 1. Added note regarding grading around utility structures. Item 7-80: Plans, Sheet C-151, POND PLAN — DETENTION POND A (Seq. 149 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-53. Highlights of the changes include: 1. Updated storage table to include existing creek tailwater information for all storm events. 2. Updated orifice plate calculations & detail per CoFW comments. A-7 23 of 32 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT B Item 7-81: Plans, Sheet C-152, POND SECTIONS & DETAILS — DETENTION POND A (Seq. 150 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-54. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr HGL to pond outlet profile. 2. Added existing creek tailwater information to profile view. Item 7-82: Plans, Sheet C-154, POND SECTIONS & DETAILS — DETENTION POND B (Seq. 152 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-55. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr HGL to pond outlet profile. 2. Added existing creek tailwater information to profile view. Item 7-83: Plans, Sheet C-158, STORM LINE C — PLAN & PROFILE (Seq. 156 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-56. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr HGL line to profile. 2. Updated crossing labels. Item 7-84: Plans, Sheet C-159, STORM LINE D — PLAN & PROFILE (Seq. 157 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-57. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr HGL line to profile. 2. Updated crossing labels. Item 7-85: Plans, Sheet C-160, STORM LINE E — PLAN & PROFILE (Seq. 158 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-58. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr HGL line to profile. 2. Updated crossing labels. A-7 24 of 32 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT B Item 7-86: Plans, Sheet C-161, STORM LINE F — PLAN & PROFILE (Seq. 159 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-59. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr HGL line to profile. 2. Updated crossing labels. Item 7-87: Plans, Sheet C-166, NORTHERN CHANNEL PLAN & PROFILE (1 of 2) (Seq. 164 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-60. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr water surface line to profile. 2. Updated section views. 3. Add existing creek tailwater information to channel outlet. Item 7-88: Plans, Sheet C-167, NORTHERN CHANNEL PLAN & PROFILE (2 of 2) (Seq. 165 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-61. Highlights of the changes include: 1. Added hydraulic calculations and 100-yr water surface line to profile. 2. Updated section views. Item 7-89: Plans, Sheet M-1912, MECHANICAL STANDARD DETAILS XII (Seq. 198 of 1525) Remove detail 4027-609 in its entirety. Item 7-90: Plans, Sheet S -D029, STRUCTURAL STANDARD DETAILS XXIX (Seq. 239 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-62. Highlights of the changes include: 1. Added callouts for spacing on the Beam Bearing Detail. Item 7-91: Plans, Sheet H-273 — EQ & PFS — ELECTRICAL ROOM CONTROL DIAGRAM & SEQUENCE (Seq. 283 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-63. Highlights of the changes include: 1. Modified PAC diagram. A-7 25 of 32 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT B Item 7-92: Plans, Sheet M-215, EQ/PFS SECTIONS AND DETAILS (Seq. 300 of 1525) Add the following notes to the page: "WALL MAN WAY NOTES: 1. MANWAY MATERIAL TO BE 316 STAINLESS STEEL. 2. THE MANWAY WILL BE CAST INTO THE WALL AND THE EXTERIOR MANWAY RING WILL BE BOLTED ON AFTER TANK PRESTRESSING IS COMPLETE, PRIOR TO FINAL COVERCOAT PLACEMENT. 3. COORDINATE WITH PRESTRESSED TANK MANUFACTURER. 4. THE INVERT ELEVATION OF THE MANWAY SHALL BE 1 -FT ABOVE FINISHED GRADE AND COORDINATED WITH THE PRESTRESSED TANK MANUFACTURER." Item 7-93: Plans, Sheet M-523, BIOREACTOR — INSTRUMENT AIR BLAST SYSTEM — SECTION VII (Seq. 504 of 1525) Refer to Mixer Vault — Detail Section. Replace "FL EL 739.59" callout with "FL EL 744.00." Replace "FF EL 738.50" callout with "FF EL 742.00." Refer to Section J. Replace "CL EL 741.99" callout with "CL EL 746.25." Item 7-94: Plans, Sheet M-600, MEMBRANE TANK AND OPERATIONS BUILDING KEY PLAN (Seq. 620 of 1525) Refer to Note 5. Replace "CL EL 741.99" callout with "CL EL 746.25." Item 7-95: Plans, Sheet A-702, OPERATIONS BUILDING LIFE SAFETY PLAN (Seq. 670 of 1525) Refer to the Life Safety Symbol Legends: Where the "R" -red -delta is listed for fire Extinguishers, strike "FULLY" from the note and replace with "(SEMI -RECESSED)". Item 7-96: Plans, Sheet H-779, OPERATIONS BUILDING — EXHAUST FAN CONTROL DIAGRAM & SEQUENCE (Seq. 763 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-64. Highlights of the changes include: 1. Modified Exhaust Fan Sequence of Operation. A-7 26 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-97: Plans, Sheet H-780, UNIT HEATER, CABINET UNIT HEATER, INFRARED HEATER CONTROL DIAGRAM & SEQUENCE (Seq. 764 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-65. Highlights of the changes include: 1. Modified Unit Heater and Cabinet Unit Heat Diagram. Item 7-98: Plans, Sheet S-716, OPERATIONS BUILDING BRIDGE CRANE FRAMING PLAN — AREA B4 (Seq. 812 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-66. Highlights of the changes include: 1. Modified Section Cut 5. Item 7-99: Plans, Sheet S-718, OPERATIONS BUILDING ROOF FRAMING PLAN — AREA Al (Seq. 814 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-67. Highlights of the changes include: 1. Modified roof beam arrangement. Item 7-100: Plans, Sheet S-719, OPERATIONS BUILDING ROOF FRAMING PLAN — AREA A2 (Seq. 815 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-68. Highlights of the changes include: 1. Modified roof beam arrangement. Item 7-101: Plans, Sheet S-737, OPERATIONS BUILDING SECTIONS (Seq. 833 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-69. Highlights of the changes include: 1. Revision of roof line on Section H. Item 7-102: Plans, Sheet S-753, OPERATIONS BUILDING SECTIONS (Seq. 842 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-70. Highlights of the changes include: 1. Removal of Detail 1. A-7 27 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-103: Plans, Sheet H-817, UV ELECTRICAL BUILDING — CONTROL DIAGRAMS & SEQUENCE (Seq. 872 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-71. Highlights of the changes include: 1. Revision to AHU I/O Points List. Item 7-104: Plans, Sheet M-1114, SLUDGE HOLDING TANKS DETAILS I (Seq. 919 of 1525) Refer to Section G. Delete the following callout: "PRESTRESSED AND SHOTCRETE COVER" Remove Note 3 in its entirety. Refer to Note 2. Delete "AFTER TANK PRESTRESSING IS COMPLETE." Item 7-105: Plans, Sheet S-1209, SOLIDS BUILDING SECTION (Seq. 1028 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-72. Highlights of the changes include: 1. Modification to callouts of Details 2 and 4. Item 7-106: Plans, Sheet S-1210, SOLIDS BUILDING SECTION (Seq. 1029 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-73. Highlights of the changes include: 1. Removal of Keynote 085 and instances of 085. Item 7-107: Plans, Sheet S-1211, SOLIDS BUILDING SECTION (Seq. 1030 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-74. Highlights of the changes include: 1. Removal of Keynote 085 and instances of 085. 2. Revision to top of crane corbel elevation. Item 7-108: Plans, Sheet S-1218, SOLIDS BUILDING DETAILS (Seq. 1037 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-75. Highlights of the changes include: 1. Modification to Details 2, 3, 4, 5, and 6. A-7 28 of 32 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 7 Request for Proposals ATTACHMENT B Item 7-109: Plans, Sheet S-1221, SOLIDS BUILDING SECTION (Seq. 1040 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-76. Highlights of the changes include: 1. Modification to Detail 4. Item 7-110: Plans, Sheet S-1500, RETURN FLOW PUMP STATION FOUNDATION PLAN (Seq. 1080 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-77. Highlights of the changes include: 1. Revision of keynote 013. Item 7-111: Plans, Sheet E-203, DUCTBANK SECTION — I (Seq. 1120 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-78. Item 7-112: Plans, Sheet E-204, DUCTBANK SECTION — II (Seq. 1121 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-79. Item 7-113: Plans, Sheet E-205, MCC -200-1A ONE -LINE DIAGRAM (Seq. 1122 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-80. Item 7-114: Plans, Sheet E-206, MCC -200-1B ONE -LINE DIAGRAM (Seq. 1123 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-81. Item 7-115: Plans, Sheet E-211, PLC -200 PLC INTERFACE DIAGRAM (Seq. 1128 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-82. Item 7-116: Plans, Sheet E-212, PFS TANK ELECTRICAL PLAN (Seq. 1129 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-83. Item 7-117: Plans, Sheet E-213, PFS TANK RISER DIAGRAM (Seq. 1130 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-84. Item 7-118: Plans, Sheet E-215, EQ TANK RISER DIAGRAM (Seq. 1132 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-85. Item 7-119: Plans, Sheet E-217, PFS MIXING VAULT LIGHTING, RECEPTACLE, AND GROUNDING PLAN (Seq. 1134 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-86. A-7 29 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-120: Plans, Sheet E-219, EQ TANK MIXING VAULT LIGHTING, RECEPTACLE, AND GROUNDING PLAN (Seq. 1136 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-87. Item 7-121: Plans, Sheet E-223, INFLUENT VALVE VAULT PARTIAL SITE PLAN, DETAILS, AND RISER DIAGRAM (Seq. 1140 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-88. Item 7-122: Plans, Sheet E-304, PTU MCC -300-1A AND MCC -300-1B ELEVATIONS (Seq. 1144 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-89. Item 7-123: Plans, Sheet E-306, PANELBOARD SCHEDULE (Seq. 1146 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-90. Item 7-124: Plans, Sheet E-331, PTU PLC -300 INTERFACE DIAGRAM - I (Seq. 1171 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-91. Item 7-125: Plans, Sheet E-337, ELECTRICAL DUCTBANK SECTION - I (Seq. 1177 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-92. Item 7-126: Plans, Sheet E-507, BIOREACTOR AREA SITE PLAN (Seq. 1196 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-93. Item 7-127: Plans, Sheet E-544, BIOREACTOR LIGHTNING CONTACTOR SCHEMATICS (Seq. 1230C of 1525) SHEET E-544 is issued in its entirety as ATTACHMENT 7-94. Item 7-128: Plans, Sheet E-581, CHEMICAL FEED BUILDING — PANELBOARD SCHEDULE (Seq. 1233 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-95. Item 7-129: Plans, Sheet E-582, CHEMICAL FEED BUILDING AND STORAGE AREA SITE PLAN (Seq. 1234 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-96. Item 7-130: Plans, Sheet E-583, CHEMICAL FEED BUILDING — POWER AND CONTROLS PLAN (Seq. 1235 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-97. Item 7-131: Plans, Sheet E-584, CHEMICAL FEED BUILDING — LIGHTING AND RECEPTACLES PLAN (Seq. 1236 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-98. A-7 30 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-132: Plans, Sheet E-587, CHEMICAL FEED BUILDING AND STORAGE DUCTBANK SECTIONS (Seq. 1239 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-99. Item 7-133: Plans, Sheet E-588, CHEMICAL FEED BUILDING AND STORAGE FILL STATION AND SCHEMATIC (Seq. 1239A of 1525) SHEET E-588 is issued in its entirety as ATTACHMENT 7-100. Item 7-134: Plans, Sheet E-590, FERRIC SULFATE STORAGE — POWER AND CONTROLS PLAN (Seq. 1240 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-101. Item 7-135: Plans, Sheet E-595, SUPPLEMENTAL CARBON STORAGE AREA — POWER AND CONTROLS PLAN (Seq. 1241 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-102. Item 7-136: Plans, Sheet E-651, RS AND WS PUMP STATION — UPPER POWER AND CONTROL PLAN (Seq. 1250 of 1525) Replace all instances of "PL600" on this sheet with "PL700" Refer to General Notes. Remove Note 3 in its entirety and replace with "3. ALL WORK SHALL BE COORDINATED WITH THE EQUIPMENT MANUFACTURERS." Remove Note 4 in its entirety and replace with "4. COORDINATE EQUIPMENT TAGS WITH INSTRUMENTATION DRAWINGS." Remove Note 5 in its entirety and replace with "5. STUB UP LOCATIONS OF CONDUITS SHALL BE COORDINATED WITH EQUIPMENT BEING FURNISHED. LOCATIONS SHOWN ON THE DRAWINGS IS APPROXIMATE." Add General note 7 as follows: "7. ALL WORK WITHIN RS/WS PUMP DRYWELL AREA SHALL BE SUITABLE FOR CLASS I, DIVISION 2, PER NFPA 820." Item 7-137: Plans, Sheet E-654, RS AND WS PUMP STATION — RISER DIAGRAM (Seq. 1253 of 1525) Replace all instances of "PL600" on this sheet with "PL700" A-7 31 of 32 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 7 ATTACHMENT B Item 7-138: Plans, Sheet E-656, RS AND WS PUMP STATION — PLC INTERFACE DIAGRAM (Seq. 1255 of 1525) Replace all instances of "PL600" on this sheet with "PL700" Refer to Interface Diagram — PLC Column. Replace "PLC -600" text adjacent to Keynote 2 with "PLC -700" Item 7-139: Plans, Sheet E-1600, SCHEMATIC - I (Seq. 1408 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-103. Item 7-140: Plans, Sheet 1-200, EQUALIZATION BASIN (Seq. 1451 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-104. Highlights of the changes include: 1. Modified chopper pump and sump pump signals. Item 7-141: Plans, Sheet 1-201, PEAK FLOW STORAGE BASIN MIXING (Seq. 1452 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-105. Highlights of the changes include: 1. Modified chopper pump and sump pump signals. Item 7-142: Plans, Sheet 1-1500, RETURN FLOW PUMP STATION (Seq. 1511 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 7-106. Highlights of the changes include: 1. Added a sump pump and vault designation for the return flow valves. 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 ytrll *.....................: *�/ JOSHUA P. FRISINGER �l� p 97545 11 � 6/29/2026 Josh P. Frisinger, P.E. 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N M 7 CO W Z ¢ z F F LL F F 7 a LL U W FIW ¢ ¢ m a W> Oy p0 LL� p0 LLF Z O z Q LL > W° Q In ZZ, 0 (0> > U m FW mmm mmm J OO o Jmmm z ' w COI- 0a- aMJ Z Q LL > (5 F O Ja �J¢ 2 O > > W �O �mJ LLWW WW m LLW Q a �zwo V O x LL m w WF U� 0�- pU0 QUF ❑U0 F a Q¢ o ❑ °m0> LL U o F ¢cO W(7O F> W(7U FO> fnW W �m > > QWOW m m m m mJ mZ m wa m Ow m Ow W}¢ ❑ZmW F F Z FZ 0-W 0WOF UWOF Fm!=Z zZ >��m z 0 Z 0 z ZO 0 oa LL aF ¢ JUU ¢w¢ JfOO ¢w¢ z oa z LL❑ o ao ZO oa O oa O UUU oIUQ M k 0 0m <ZU USLL U -LL rd> M mU CO 2m a- LLm HdVHSXxxxxxxX X X X X XX xx xx XXXxxxX 11 v1v x x x x x xxx ON3211 XXXx xx x X x x xx xxx xxx 03HOS V11010 x x x xx OIVNVx x xx x x xxxx v11o10 x x x x V11010 x x x 0lvNV x OIVNV xx x x x x ATTACHMENT 7-39 MARYS CREEK WRF SECTION 01 91 14 EQUIPMENT TESTING AND FACILITY STARTUP PART1 GENERAL 1.01 DEFINITIONS A. Facility: Entire Project, including all of its unit processes. B. Unit Process: As used in this section, a unit process is a portion of the facility that performs a specific process function. Examples include, but are not limited to, the bioreactors, membrane tanks, and UV disinfection. C. SCADA Integration: Startup the SCADA system, including HMI screens, communication with PLCs, automatic controls of equipment, and monitoring of instruments to a point where the Contractor and Owner may operate the plant in automatic mode. D. Clean Water Functional Test: Test or tests in presence of Engineer and Owner to demonstrate that each item of installed equipment meets manufacturer's installation, calibration, and adjustment requirements and other requirements as specified. Test shall demonstrate and confirm unit processes controlled and operated automatically through plant SCADA system meets performance requirements specified in individual specification sections and the Contract Drawings. Owner/Engineer acceptance of Equipment Test Report is required. Test is performed using potable water. E. Clean Water Performance Test: Test performed after required clean water functional test in presence of Engineer and Owner to demonstrate and confirm unit processes operate as designed for the duration specified in this section uninterrupted while controlled and operated automatically through plant SCADA system. Test is performed using continuously recirculated potable water. F. Membrane Equipment Supplier (MES) Performance Limits Testing: Performance testing of the membrane filtration system as described in specification section 46 53 49 -PS 1 of Appendix I. Initial phase of the test is performed using potable water. Subsequent testing is performed using wastewater. G. Biological Startup: Bringing the biological process online through addition of activated sludge with raw wastewater to produce an effluent water quality that meetings the permit limits. Contractor has ultimate responsibility for biological startup. Biological startup includes trucking waste activated sludge from the Owner's Village Creek WRF to the Mary's Creek WRF to provide PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 1 ATTACHMENT 7-39 MARYS CREEK WRF biological organisms to start the biological process in the bioreactors. Contractor is responsible for the trucking of waste activated sludge (WAS), providing staff and making connections at the pickup point as designated by Owner at Village Creek WRF, and providing staff and temporary piping at the discharge point at Mary's Creek WRF. Contractor, with input from the Owner, shall run equipment and adjust valves. Owner, with assistance of Engineer, will oversee set -point adjustments and decisions on chemical dosages. H. Sampling and Testing: Water quality sample collection and laboratory testing to be provided by Owner starting at biological startup. I. Facility Performance Demonstration: 1. A demonstration, conducted by Contractor, with input from Owner, to demonstrate and document the performance of the entire operating Facility, both manually and automatically, based on criteria developed in conjunction with Owner and as accepted by Engineer. Demonstrate that installed equipment meets manufacturer's installation, calibration, and full operational range of equipment as specified 2. Such demonstration is for the purposes of (i) verifying to Owner entire Facility performs as a whole including effluent that meets discharge permit limits, and (ii) documenting performance characteristics of completed facility for Owner's records. Test is performed using wastewater for a 14 -day continuous period. Treated effluent will be discharged back into the Owner's gravity sewer main through the plant drain system. Odor Control System (OCS) Performance Testing — A 14 -day test in presence of Engineer and Owner to demonstrate that the installed odor control system meets the manufacturer's installation, calibration, and adjustment requirements as specified. Test will verify treatment performance of the odor control system. Test is performed using wastewater. PW\JACOBS AMERICAS\WFXR7900 JUNE 24, 2026 ©COPYRIGHT 2026 JACOBS EQUIPMENT TESTING AND FACILITY STARTUP 019114-2 ATTACHMENT 7-39 MARYS CREEK WRF 1.02 SUMMARY OF TESTS, MILESTONES, AND PRE -REQUISITES Test / Milestone / Pre- Water Source Duration Responsible requisite Party Milestone 1: EQ/PFS and Wastewater from Refer to Main Drain System offsite testing Section 00 52 Contractor Functional 43 Concurrent with Clean SCADA Integration N/A Water Contractor Functional Test Varies by Clean Water Functional Test Potable Water equipment and by unit Contractor process. Refer to Membrane Equipment Section 46 53 Supplier (MES) Performance Potable/wastewater 49 -PS 1, Contractor Limits Test Section 3.06, B. Clean Water Performance Potable Water 5 Days Contractor Test (continuous) Prerequisite: Lift Station / Prior to City (Other Project Force Mains Substantially N/A biological Contractors) Complete startup Minimum of Prerequisite: Laboratory N/A 14 days prior Contractor facilities available for Owner to biological startup Minimum of Prerequisite: Solids Handling N/A 14 days prior Contractor Systems Functional to biological startup PW\JACOBS AMERICAS\WFXR7900 JUNE 24, 2026 ©COPYRIGHT 2026 JACOBS EQUIPMENT TESTING AND FACILITY STARTUP 019114-3 ATTACHMENT 7-39 MARYS CREEK WRF Biological Startup - Minimum of Biological process startup N/A 90 days prior Contractor with plan submitted by Contractor to biological City Input startup Biological Startup - Waste VCWRF WAS Up to 60 Contractor activated sludge trucking Days Prerequisite: Biological Minimum of Startup - Chemical feed N/A 14 days prior Contractor system online to biological startup Minimum of Prerequisite: Biological N/A 14 days prior Owner Startup - Chemical deliveries to biological startup Biological Startup - Collect samples, set -point VCWRF WAS + Up to 60 adjustment, Facility treating Wastewater Days Owner wastewater to effluent permit limits Up to 60 Days Sampling and Testing Wastewater (concurrent with Owner biological startup) Facility Performance Minimum 14 Demonstration Wastewater Consecutive Contractor Days Minimum 14 OCS Performance Testing Wastewater Consecutive Contractor Days Refer to Substantial Completion Wastewater Section 00 52 Per Contract 43 PW\JACOBS AMERICAS\WFXR7900 JUNE 24, 2026 ©COPYRIGHT 2026 JACOBS EQUIPMENT TESTING AND FACILITY STARTUP 019114-4 ATTACHMENT 7-39 MARYS CREEK WRF Refer to Final Completion Wastewater Section 00 52 Per Contract 43 1.03 SUBMITTALS A. Submittals shall include the following: 1. Facility Startup and Performance Demonstration Plan. 2. Manufacturer Certificate of Proper Installation. 3. Training Plan. 4. Startup and Commissioning Schedule. 5. WAS Trucking Plan. 6. Functional test results. 7. Performance test results. 8. Completed Facility Performance Demonstration/Certification Form. 1.04 FACILITY STARTUP AND PERFORMANCE DEMONSTRATION PLAN A. Develop a written plan, in conjunction with Owner's operations personnel and Engineer; to include the following: 1. Identify Contractor personnel that will be involved in the planning and execution. Identify overall startup manager and provide contact information (phone number and email address) for each member involved in the startup and commissioning process. The startup manager shall have experience in wastewater treatment plant startup, including membrane bioreactor systems. 2. Step-by-step instructions for startup of each unit process and the complete facility. a. Submit startup plan for each piece of equipment, each structure, and entire facility no less than 90 days prior to planned initial startup of equipment and/or system. The final plan shall be approved not less than 30 days prior to planned initial startup. b. Startup plan shall include the methodology, timeline, and identify roles and responsibilities between the Contractor, Owner, and Engineer for the following components: 1) Process and electrical equipment checkout. 2) Hydrostatic testing plan with water calculations and structure testing sequences. 3) Piping testing plan, including flushing and testing of all piping connected to structures. 4) Lock -out procedures and safety precautions. PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 9114-5 ATTACHMENT 7-39 MARYS CREEK WRF 5) Utility requirements. 6) Related items and piping which must be complete and the schedule for completion. 7) Instrumentation, motor, and variable frequency drive (VFD) settings. 8) Temporary pumps, piping, and systems necessary for testing and startup. 9) Operation and maintenance support. 3. Equipment Startup Form (sample attached), to minimally include the following: a. Description of the unit process, including equipment numbers/nomenclature of each item of equipment and all included devices. b. Detailed procedure for startup of the equipment, including valves and gates to be opened/closed, order of equipment startup, etc. c. Startup requirements for each equipment item, including water, power, chemicals, etc. d. Space for evaluation comments. e. A separate form shall be provided for the different equipment items and may be combined as applicable and if approved by the Engineer. Electrical, instrumentation, controls, HVAC, plumbing, architectural, mechanical, and equipment components and features shall be included in the facility startup. The following areas shall be included and may be combined as appropriate and approved by the Engineer: 1) Equalization Storage Tank, Peak Flow Storage Tank, and the associated pump vaults. 2) Preliminary Treatment Unit (PTU) Building. 3) Bioreactors and Scum Pump Station. 4) Chemical Storage and Feed, which includes the carbon, metal salt, and chemical feed building. 5) Membrane Tanks. 6) Operations Building. 7) Ultraviolet (UV) Disinfection, Effluent Flow Metering, 8) Cascade Aeration, and the Outfall. a) The Cascade Aeration and Outfall will not be required to undergo performance or overall facility testing but must be water tested and inspected per specifications. 9) Sodium Hypochlorite system adjacent to UV Disinfection. 10) Non -Potable Water and Reuse Pump Station. 11) Return Activated Sludge (RS) and Waste Activated Sludge (WS) Pump Station. 12) Sludge Storage Tanks. 13) Solids Building. 14) Return Flow Pump Station. PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 9114-6 ATTACHMENT 7-39 MARYS CREEK WRF 15) Odor Control System (OCS) No. 1. 16) OCS No. 2. 17) OCS No. 3. 18) Generator System. 19) Communications House and Tower. 20) UV Electrical Building. 4. Facility Performance Demonstration/Certification Form (sample attached), to minimally include the following: a. Description of unit processes included in the facility startup. b. Sequence of unit process startup to achieve facility startup. c. Description of computerized operations, if any, included in the facility. d. Contractor shall certify facility is capable of performing its intended function(s), including fully automatic operation. e. Signature spaces for Contractor and Engineer. 1.05 MANUFACTURER CERTIFICATE OF PROPER INSTALLATION A. For each equipment item, submit a manufacturer's Certificate of Proper Installation (COPI) and completed checklists to certify that the equipment system has been properly installed and is functioning correctly. B. Use the COPI form provided in Section 01 43 33. Approved COPIs shall be included in the final operations and maintenance (O&M) manuals. 1.06 TRAINING PLAN A. Submit a master equipment training plan a minimum of 90 days prior to equipment startup and checkout commencing. Plan shall be approved a minimum of 30 days prior to conducting training. The plan shall include the following items: 1. Master schedule that includes the proposed date for each equipment training. 2. General topics and information to be covered in each training, which shall meet the requirements in Section 01 43 33. 3. Contractor's plan for shadowing the Owner's operations and maintenance personnel. 4. Contractor's plan for conducting and recording the training sessions, which shall meet the requirements in Section 01 43 33. 5. List of preliminary O&M manuals and status. Preliminary O&M manuals must be approved prior to conducting training. B. Training agendas shall be submitted separately for approval by the Engineer and Owner as required in Section 01 43 33. PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 9114-7 ATTACHMENT 7-39 MARYS CREEK WRF 1.07 STARTUP AND COMMISSIONING SCHEDULE A. Contractor shall submit an overall startup and commissioning schedule a minimum of 90 days prior to starting commissioning. B. The schedule shall include sections for each facility and provisions for equipment manufacturer checkout, clean water functional testing, clean water performance testing, the biological startup process, and the Facility Performance Demonstration. C. The following milestones shall be included in the schedule submittal: 1. All construction activities shall be completed prior to startup and commissioning activities commencing. 2. The startup and commissioning period, including the biological startup process shall occur prior to Substantial Completion. The following activities shall be included in the startup and commissioning process and are described in more detail in Part 3: a. Permanent Power. 1) Contractor shall obtain permanent power prior to commencing startup and commissioning activities. b. Equipment Startup and Testing (Clean Water Functional Testing). 1) Contractor shall coordinate the manufacturers to startup and functionally test equipment. 2) Equipment training shall be conducted during this time. 3) Equipment startup and testing shall be completed after permanent power is obtained and prior to other startup and commissioning activities. c. Odor Control System Startup and Testing d. Clean Water Performance Testing. 1) Contractor shall confirm the operating conditions of the equipment using clean water. 2) A separate completed Equipment Startup Form shall be submitted and approved for each area prior to commencing the Facility Performance Demonstration test. e. Supervisory Control and Data Acquisition (SCADA) System and Integration. 1) Contractor shall be responsible for installing, terminating, and testing the connections for electrical and communications conduit to each panel and inside each panel. 2) Contractor shall be responsible for completing input/output (11O) checkouts for each unit process and equipment, systems testing, integration of controls, and development of PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 9114-8 ATTACHMENT 7-39 MARYS CREEK WRF SCADA graphics screens. Refer to Division 40 for full requirements. 3) The SCADA system development and integration may be concurrent with performance testing but initial development shall be completed prior to the Facility Performance Demonstration test. 4) It is expected the system will require modifications determined during testing and introduction of wastewater. These modifications may be made during the biological startup process. f. Heating, Ventilation, and Air Conditioning (HVAC). 1) Contractor shall startup, test, and prove successful operation of the HVAC systems for each building. 2) Engineer shall integrate controls to the HVAC systems as specified in the Contract Documents, and the Contractor shall provide assistance as detailed in Part 3. 3) HVAC system work may be completed concurrently with performance testing and SCADA integration. HVAC systems shall be fully operational prior to the Facility Performance Demonstration test starting. g. Facility Performance Demonstration 1) Contractor shall test the entire facility using wastewater. 2) The Facility Performance Demonstration shall be conducted after clean water functional and performance testing, HVAC system work, and preliminary SCADA integration are completed. h. Laboratory facilities shall be available for the Owner's use a minimum of 14 days prior to biological startup. i. Biological Startup Process. 1) Owner and Engineer shall lead the biological startup process plan development and execution. 2) The biological startup process is expected to require up to 60 days to complete. 3. Substantial Completion is defined in Section 00 52 43 and shall meet the following conditions: a. The biological startup process is considered complete when effluent from the secondary treatment system (bioreactors and membranes) meets permit limits. b. Treated effluent is being discharged to the outfall and continuously meeting the effluent permit limits for a minimum of fourteen consecutive days. The effluent permit limits include: 1) cBOD5: 5 mg/L 2) Total suspended solids: 5 mg/L 3) Ammonia as nitrogen: 2 mg/L PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 9114-9 ATTACHMENT 7-39 MARYS CREEK WRF 4) Total nitrogen: 6 mg/L 5) Total phosphorus: 0.2 mg/L 6) E. coli: 126 CFU c. All other requirements of substantial completion as defined in the Supplementary Conditions have been met. d. Discharge of treated effluent to Mary's Creek will begin at substantial completion. 4. Final Completion, refer to Section 00 52 43, includes but is not limited to: a. Final SCADA integration and debugging work are completed. b. Punchlist items are verified as completed. A Substantial Completion walkthrough shall be conducted with representatives from the Owner and Engineer, which shall generate this set of punchlist items. c. All final O&M manuals are submitted and approved. d. The Contractor has submitted and the Owner and Engineer have accepted the As -built drawings. e. Refer to Section 01 78 36, "Warranties" for Contractor Warranty requirements. 5. Milestone 1 — Equalization and Peak Flow Storage Basins and Drain Piping a. The Equalization and Peak Flow Storage Basin shall be online within 730 days after the date when Contract Time commences for the offsite lift station testing. Refer to 00 52 43 Part 4.1.A for additional information regarding this milestone. b. The tanks, mixing systems, influent pipes including the valve vaults, and effluent piping including the drain lines and valve vaults, must be online for Milestone 1. c. The 36 -inch main drain piping shown on Sheets C-052, C-053, C- 054, C-055, C-057, and C-059 must be online for Milestone 1. Contractor may install temporary plugs for the drain connections from other areas that are not associated with the Equalization and Peak Flow Storage Basin area. The full plant drain system is not required to be online for the testing. d. Odor Control System 1 is not required to be online for Milestone 1. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 GENERAL A. Meetings: PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 10 ATTACHMENT 7-39 MARYS CREEK WRF 1. Contractor shall schedule and facilitate a startup and commissioning workshop. Contractor shall provide an agenda and prepare and distribute meeting notes. This workshop shall cover the following items: a. Confirm roles and responsibilities between the Contractor, Owner, and Engineer for startup and commissioning. b. Review the schedule, training requirements, and components required for successfully starting up the facility. c. Review risks associated with the startup and commissioning process and develop strategies for mitigating these risks. 2. Engineer shall schedule and facilitate a workshop to review the biological startup process. Engineer shall prepare a meeting agenda and prepare and distribute meeting notes. The workshop shall cover the following topics: a. Confirm roles and responsibilities between the Contractor, Owner, and Engineer for biological startup. b. Review the schedule and process required for successfully biological startup of the facility. c. Review risks associated with the biological startup process and develop strategies for mitigating these risks. B. Contractor's Testing and Startup Representative: 1. Designate a startup manager with experience in the startup and commissioning of membrane bioreactor treatment facilities. 2. Designate one or more personnel to coordinate and expedite testing and facility startup. 3. Representatives shall be present during startup meetings and shall be available at all times during testing and startup. C. Contractor shall be responsible for the following items: 1. Provide temporary valves, gauges, piping, test equipment, and other materials and equipment required for testing and startup. 2. The membrane manufacturer will require recirculation of water during clean water testing. a. The expected flow rate required for recirculation through one membrane tank at a time is 1,390 gpm to 1,735 gpm, Contractor shall coordinate the fmal flow rate with the membrane manufacturer prior to startup. b. Contractor shall ensure there is sufficient clean water in the system to continuously test the membrane system. c. Contractor has two options to recirculate water: 1) Provide temporary piping and pumping from the Backpulse Tank to the Membrane Tank influent channel. PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 11 ATTACHMENT 7-39 MARYS CREEK WRF 2) Pipe from the Backpulse Tank to the Return Flow Pump Station to recirculate water via PTU and Bioreactors to the Membrane Tank influent channel. a) The Return Flow Pump Station capacity is approximately 2,200 gpm (two pumps online). 3. Provide Subcontractor and equipment manufacturers' staff adequate to prevent delays. Schedule ongoing work so as not to interfere with or delay testing and startup. 4. Maintenance of equipment until Final Completion is achieved. 5. Operation of equipment for testing purposes until the biological startup process commences, except for the odor control system. 6. Instrument and probe calibration completed prior to biological startup commencing. Submit calibration certificates for record purposes. 7. WS trucking during the biological startup process. 8. Other items specified in this Section and the Contract Documents. D. Owner shall be responsible for the following items: 1. Provide licensed operator to direct operations of the Facility starting at the point of discharge of treated effluent to Mary's Creek. 2. Provide water, power, chemicals, as required for startup and testing, unless otherwise indicated. a. Contractor may use the City's potable water supply for testing. Contractor shall be responsible for ensuring enough clean water is in the system to sufficiently test equipment and systems. 3. Permanent power shall be paid for by the Owner. 4. Provide labor and materials as required for laboratory analyses. 3.02 ODOR CONTROL SYSTEM STARTUP AND SEQUENCING A. Testing, Adjusting, and Balancing 1. Testing, adjusting, and balancing (TAB) of the three OCS collection systems shall be completed in accordance with the requirements in Section 44 31 83. 2. Contractor shall use the flow rates on Drawing G-023 to balance each OCS. 3. TAB shall be completed after manufacturer checkout of the odor control equipment and startup of the foul air fans but prior to the introduction of wastewater to the facility. 4. Clean water shall be used for TAB activities. Contractor shall be responsible for ensuring sufficient water is in place for each OCS collection system as noted. a. OCS No. 1 PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 12 ATTACHMENT 7-39 MARYS CREEK WRF 1) The Equalization Storage Tank and Peak Flow Storage Tank may be empty. 2) The PTU Building and channels may be empty. b. OCS No. 2 1) The Bioreactor Distribution Box and all bioreactor zones shall be filled to the weir elevations. c. OCS No. 3 1) The rotary drum thickeners and centrifuges may be empty. 2) All equipment in the Solids Building and truck bay shall be in place, including the dumpsters. 5. If TAB activities cannot be successfully completed per the requirements in Section 44 31 83 with clean water, Contractor may complete TAB activities once wastewater is introduced to the system at no additional cost to the Owner. The bioscrubber seeding and performance testing activities shall be re -sequenced accordingly at no additional cost to the Owner. The bioreactor trains for OCS No. 2 must be full. B. Bioscrubber Seeding 1. Each OCS includes a bioscrubber, which is a biological process and will require seed sludge to startup. 2. Contractor shall truck and feed WS into the three OCSs to start the biological process. a. Contractor shall use WS from the same source as the biological seeding process. b. Contractor shall obtain recommended WS quantities from the bioscrubber manufacturer. c. Contractor shall plan for two rounds of WS trucking and feed into each of the three bioscrubbers. 1) The bioscrubbers for OCS No. 1 and OCS No. 2 shall be seeded when: a) The biological seeding process commences. b) The facility is treating wastewater as intended. 2) The bioscrubber for OCS No. 3 shall be seeded when a) WS is sent to the Solids Building. b) The facility is treating wastewater as intended and dewatered solids are being sent to the dumpsters. 3. The Contractor shall operate each OCS continuously once seed sludge has been introduced. This includes the bioscrubber, foul air fans, and the carbon adsorber. C. OCS Performance Testing 1. Performance testing of each OCS shall be completed after the bioscrubbers are fully acclimatized. The system shall be considered acclimatized after the second injection of seed WS has occurred and the PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 13 ATTACHMENT 7-39 MARYS CREEK WRF bioscrubber condensate pH is between 2.0 and 2.5 for at least five consecutive days. 2. Performance testing shall be conducted for the bioscrubbers in accordance with the requirements in Section 44 31 11 and the carbon adsorbers in Section 44 31 16. 3. Contractor shall be responsible for the odor control equipment operation until the performance testing is complete and through Substantial Completion. 3.03 EQUIPMENT TESTING A. Preparation: 1. Complete installation before testing. 2. Obtain and submit from equipment manufacturer's representative Manufacturer's Certificate of Proper Installation Form, in accordance with Section 01 43 33. 3. Cleaning and Checking: Prior to beginning functional testing: a. Calibrate testing equipment in accordance with manufacturer's instructions. b. Inspect and clean equipment, devices, connected piping, and structures to ensure they are free of foreign material. c. Lubricate equipment in accordance with manufacturer's instructions. d. Turn rotating equipment by hand when possible to confirm that equipment is not bound. e. Open and close valves and gates by hand and operate other devices to check for binding, interference, or improper functioning. f. Check power supply to electric -powered equipment for correct voltage. g. Adjust clearances and torque. h. Test piping for leaks. 4. Ready -to -test determination will be by Engineer based on the following criteria: a. Submitted and approved preliminary O&M manual. b. Notification by Contractor of equipment readiness for testing. c. Receipt of Manufacturer's Certificate of Proper Installation. d. Adequate completion of work adjacent to, or interfacing with, equipment to be tested. e. Availability and acceptability of manufacturer's representative, when specified, to assist in testing of respective equipment. f. Satisfactory fulfillment of other specified manufacturer's responsibilities. g. Equipment and electrical tagging labels complete. PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 14 ATTACHMENT 7-39 MARYS CREEK WRF h. Delivery of all spare parts and special tools. B. Clean Water Functional Testing: 1. Conduct as specified in this Section and individual Specification sections. 2. Notify Owner and Engineer in writing at least 10 days prior to scheduled date of testing. 3. Functional testing may be conducted as part of the equipment manufacturer's startup and checkout process. The purpose of the functional test is to ensure the equipment operates. 4. Prepare Equipment Test Report summarizing test method and results using the sample form provided in this Section. 5. When, in Engineer's opinion, equipment meets functional requirements specified, such equipment will be accepted for purposes of advancing to performance testing phase. Such acceptance will be evidenced by Engineer's signature as witness on Equipment Test Report. C. Clean Water Performance Testing: 1. Conduct as specified in this Section and individual Specification sections. 2. Performance testing shall utilize clean water. Contractor shall be responsible for ensuring there is sufficient clean water in the system to test the equipment. a. Contractor may utilize the Return Flow Pump Station for recirculation and shall provide additional temporary piping and pumping as needed. 3. Notify Engineer and Owner in writing at least 10 days prior to scheduled date of test. 4. Performance testing shall not commence until equipment has been accepted by Engineer as having satisfied clean water functional test requirements specified. 5. All bioreactor basins shall be included in the clean water performance test. 6. Unless otherwise indicated, Owner shall furnish labor, materials, and supplies for conducting the test and taking samples and performance measurements. 7. Contractor shall ensure no water is discharged to the outfall during this testing period. a. The UV equipment shall be included in the performance testing. Contractor shall plug both 42 -inch effluent pipes and provide temporary piping and pumping to recirculate water during the test. PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 15 ATTACHMENT 7-39 MARYS CREEK WRF b. The Cascade Aeration system does not need to undergo performance testing. 8. Performance testing shall meet the following requirements: a. Each test shall be conducted as outlined in each equipment specification section or for a minimum of four hours. b. Contractor shall operate equipment through the range of design conditions as outlined in individual equipment specification sections. c. Equipment may be manually controlled during this test. d. If the equipment experiences a significant interruption during the test, the test shall be stopped, the Contractor shall make repairs and adjustments as needed, and the test shall be restarted. A significant interruption includes: 1) Equipment not meeting the specified operating and design conditions. 2) Equipment faulting or failing during the test. 3) As determined by the Owner or Engineer. e. Contractor may elect to combine equipment for the performance test. For example, this could include the grit removal equipment and fine screens within the PTU Building. Test plan submittal shall identify proposed combinations for the Engineer's review. 9. Prepare Equipment Test Report for each test conducted. 10. When, in Engineer's opinion, equipment meets performance requirements specified, such equipment will be accepted as to conforming to Contract requirements. Such acceptance will be evidenced by Engineer's signature on Equipment Test Report. 3.04 FACILITY PERFORMANCE DEMONSTRATION A. When, in the opinion of Engineer, startup and performance testing of all unit processes has been achieved and preliminary SCADA integration has been completed, the Facility Performance Demonstration may commence. B. The purpose of the test is to demonstrate proper operation of required interfaces within and between individual unit processes. Demonstration shall include full automatic operation and equipment operating through the full specified range. C. The performance test shall utilize wastewater and including the following requirements: 1. Unit processes operate as designed and intended for fourteen continuous days without significant interruption using wastewater. This period is in addition to functional or performance test periods. PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 16 ATTACHMENT 7-39 MARYS CREEK WRF 2. Water shall be recirculated through the Equalization Storage Tank, PTU Building, Bioreactors, Membrane Tanks, RS Pumps, and up to the Backpulse Tank. a. The solids handling (WS Pump, Sludge Storage Tanks, and Solids Building), UV Disinfection, Non -Potable Water and Reuse Pump Station, chemical facilities, and odor control systems are not considered a part of this demonstration test. 3. Contractor shall be responsible for piping and pumping to recirculate water during this period and may utilize the Return Flow Pump Station for this flow. The minimum flow rate for this test is 2,200 gpm (two pumps running). 4. Significant interruption may include any of the following events: a. Failure of Contractor to provide and maintain qualified onsite startup personnel as scheduled continuously for 14 -days. b. Failure to meet specified functional and performance operation for more than two consecutive hours. c. Failure of any equipment or unit process that is not satisfactorily corrected within four hours after failure. d. Failure of any noncritical equipment or unit process that is not satisfactorily corrected within eight hours after failure. e. As determined by Owner or Engineer. 5. A significant interruption will require startup then in progress to be stopped. After corrections are made, startup test period to start from beginning again. D. Certify, on the Facility Performance Demonstration/Certification Form, that facility is capable of performing its intended function(s), including fully automatic operation. 3.05 TRAINING AND SHADOWING A. Contractor shall conduct training in accordance with the requirements in Section 01 43 33. 1. Preliminary O&M manuals must be submitted and approved prior to conducting training for the equipment. 2. Contractor shall furnish a sign in sheet for each training session and submit the completed sign in sheet with the final training agenda for record purposes. 3. Training shall be completed for equipment prior to the Owner taking over operation of the equipment. 4. If training of equipment does not occur prior to the biological startup process commencing, Contractor shall be responsible for equipment operation until the training is complete. PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 17 ATTACHMENT 7-39 MARYS CREEK WRF B. Contractor shall provide a minimum of five personnel to shadow the Owner's operations and maintenance staff from the commencement of the biological startup process to two weeks after Substantial Completion is granted. I. Contractor's personnel are not expected to operate the equipment; however, they must have sufficient knowledge to provide guidance in the operation of the equipment as well as the maintenance of equipment after Substantial Completion. 2. Contractor shall conduct daily, 30 -minute training sessions, at the start of biological startup through 2 -weeks after Substantial Completion with the Owner's operations and maintenance staff showcasing specific requirements for operating and maintaining the equipment. The equipment shall be operational during these sessions. a. Sessions shall be conducted five days a week in the early morning and late afternoon to accommodate multiple shifts. b. Contractor shall submit a training plan a minimum of 60 days prior to the biological startup process commencing for review. The plan shall include all process equipment and controls as well as HVAC and building mechanical equipment. 3.06 BIOLOGICAL STARTUP PROCESS A. Contractor shall drain all clean water from basins and pipelines used for functional, performance, unit, and facility demonstration testing prior to the biological startup process. 1. Water may be directed to the City's gravity sewer main next to Mary's Creek up to 6,944 gpm. 2. Contractor shall provide temporary piping and pumping as needed to remove clean water from the system prior to biological startup. B. Contractor shall provide WS trucking from the Owner's Village Creek Water Reclamation Facility (VCWRF) located at 4500 Wilma Ln, Arlington, Texas 76012 to the Mary's Creek Water Reclamation Facility (MCWRF). 1. Trucks shall be provided for the duration of the biological startup process. Contractor shall provide a minimum of 70,000 gallons of WAS per day, seven days a week. 2. Contractor shall be responsible for coordinating truck drivers between the VCWRF and the MCWRF, inside the MCWRF, and inside the VCWRF. a. Contractor shall establish the truck route inside the VCWRF with the Owner. b. Contractor shall provide personnel to assist truck drivers with hooking up to the correct location inside the VCWRF. PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 18 ATTACHMENT 7-39 MARYS CREEK WRF 3. At the MCWRF, WS shall be pumped into the Fine Screen Influent Channel inside the Preliminary Treatment Unit (PTU) Building. 4. Contactor shall provide, install, and operate temporary piping and pumps to convey the WS from the truck to the Fine Screen Influent Channel. C. Contractor shall have the laboratory in the Operations Building available for the Owner's use a minimum of 14 -days prior to biological startup to give ample time for Owner supplied testing equipment to be installed. D. Contractor shall have the Solids Handling Systems and Storage operational up to 14 -days prior to biological startup to allow for wasting during the acclimation period of startup for the bioreactors as needed. Owner to direct the wasting time period during the biological startup. E. Contractor shall feed biological mass to one bioreactor basin (basin 2 with a capacity of 2.5 MGD) initially targeting a minimum MLSS of 3,000 mg/L. Trucked WS from VCWRF will be mixed with raw wastewater pumped from the Mary's Creek Confluence Lift Station through the EQ Basin to the PTU. Owner with Engineer and Membrane Equipment Supplier will direct when flow can leave the first bioreactor and proceed to the membrane tanks. Owner with Engineer will direct on when wasting to the solids handling system is needed. After Bioreactor 2 is biologically started up, Contractor shall proceed to seed and fill Bioreactor 3. If sufficient raw wastewater flow is available, other bioreactor basins shall be started up after Bioreactor 3. F. Owner to collect samples, direct set -point adjustments with Engineer, direct operation of facility to treat wastewater to effluent permit limits. During biological startup no wastewater shall discharge through the Outfall. All flow shall be recirculated through the WRF or directed to the overflow manhole routing flow back to the interceptor running south of the facility. G. Contractor shall have metal salt and carbon chemical feed and storage systems functioning and operational in automatic a minimum of 14 -days before biological startup commences. H. Owner to purchase and provide chemicals needed for biological startup. Feed rates and timing of chemical addition will be determined by Owner with Engineer support. I. Contractor shall provide a minimum of five (5) personnel for seven days a week to support the Owner and Engineer during this process. These personnel shall be in addition to those required for WS trucking operations. PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 91 14 - 19 ATTACHMENT 7-39 MARYS CREEK WRF 3.07 SUPPLEMENTS A. Supplements listed below, following "End of Section," are a part of this Specification: 1. Unit Process Startup Form. 2. Facility Performance Demonstration/Certification Form. END OF SECTION PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 9114-20 ATTACHMENT 7-39 MARYS CREEK WRF EQUIPMENT STARTUP FORM OWNER: PROJECT: Equipment Description: (Include description and equipment number of all equipment and devices): Testing Procedure (Describe procedure for testing and evaluation, including valves/gates to opened/closed, design conditions, etc.): Testing Requirements (Water, power, chemicals, personnel, etc.): Evaluation Comments: Contractor Certification that equipment is capable of performing its intended function(s) and meets the operational requirements: Contractor: Date: , 20 Engineer: (Authorized Signature) PW\JACOBS AMERICAS\WFXR7900 JUNE 24, 2026 ©COPYRIGHT 2026 JACOBS Date: 20 EQUIPMENT TESTING AND FACILITY STARTUP 01 9114 SUPPLEMENT - 1 ATTACHMENT 7-39 MARYS CREEK WRF FACILITY PERFORMANCE DEMONSTRATION/CERTIFICATION FORM PROJECT Unit Processes Description (List unit processes involved in facility startup): Unit Processes Startup Sequence (Describe sequence for startup, including computerized operatio if any): Contractor Certification that Facility is capable of performing its intended function(s), including fully automatic operation: Contractor: Date: , 20 Engineer: Date: , 20 (Authorized Signature) PW\JACOBS AMERICAS\WFXR7900 EQUIPMENT TESTING AND JUNE 24, 2026 FACILITY STARTUP ©COPYRIGHT 2026 JACOBS 01 9114 SUPPLEMENT -2 U. f!, 'J. l U: L0 (l) (/) (n (I) (n u) CC) 0) (/) 0) Ui V U U U U U U O U O U U U a a CL a m a a _ a LL .� W W F LL W F LL LL LU N C N Cl N C) O O N Cl N C) O O N 0 N C) N N Yi O O N G N 0 O O ^ W 4', O O W W LU W W W LU W W LU W W W LU 2 K K It m K K K K K K K 3 N O N N N p N N N N N p N N N N N p O 0.4 U U U U O O O U O O O U O ❑ > ❑ > ❑ > ❑ > ❑ > ❑ > o > ❑ > ❑ > ❑ > ❑ > ❑ > ❑ > o > N N N N N N N N N N N N N N 7 7 > > H H H CL H OE QO QO E QO E QO v v v v � a v a v v Q a z i z m a m a z z m a m a m a m a z z m a m a m a (n U cD `o > `o > `o > `o > (n N (nN N > > > ii a a a a a a a k k d o 0 0 N Q N o U O o U z 0 N Q6 Q 0 U 0 0 U 0 0 U 0 o U 0 N ¢ N Q 0 U 0 0 U 0 0 Uz 0 0 U 0 zQ y Q w F w w F (O '� LU F m '� 6 H W w H w w w F m '° w F m '� w F m '� w F m '� H w w H W w w F m (9 w F m w F m w F m H w w CL H W w K K (n M K CL cn (n c'4 m K K (n m in (n K K Co O O O o O o O O O O O O O o s O O m 1 m 1 m m m m m m m m m m m m m m m m � Aa a ❑ ❑ a a ❑ ❑ ❑ ❑ a a ❑ O ❑ ❑ a a ° N O N O N O N O N O N N O (V O N O N O N O N O N O N O N O N O N O O � u � � O N n O N n O O N r O N n O N r O N r O N r O N r O N r O N n O N n O N r O N r O N r O N r O N r O N r O N r a ___ v ___O a v v a v a a v e v a v a v v a W > LU > J O u c 4 ti. y a ° y ° y w Z LU z 0 a C) W J Z m z 0 5 a w J 2 2 Z m z 0 a w W 2 C7 F 7 m 7 w a 0 0 W J Z H O F U 3 O LL Y a a W J Z H O F U 3 O LL Y a J W J 2 Z H O F U 3 O LL Y 2 C7 F 7 a 7 W d O C7 2 w Z a 2 U Z W 7 LL Z U w U (n W a O a Q ❑ 0 9 LL w W 2 2z Z W w (n m Fa w > W W Z Z O F W 3 LL z F CL w > W W Z Z O F W O LL z F 0 J W J 2 2 U_' 2 z 7 J > o LU F C) J W W J 2 2 U_' 2 F 7 J > o w F CL 2 C7 = O W z z a O F W J a ? 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ATTACHMENT 7-41 May 8, 2026 Ms Suzanne Abbe City of Fort Worth Water Department 1511 11th St Fort Worth, TX 76102 Sent via email: Suzanne.Abbe@fortworthtexas.gov Dear Ms Abbe, This letter permits you and/or your representative to remove all of the cedar elms, live oaks, Mexican plums and other trees species indicated for removal on the attached plans from City property at 11091 Chapin Rd, for the construction of the CPN C01239 - Mary's Creek Water Reclamation Facility. There is no mitigation requirement. You are also permitted to plant 75 trees consisting of 21 Eastern red cedar cultivars, 15 yaupon hollies, 22 possumhaw hollies and 17 Texas redbuds, in accordance with the plans and the attached Guidelines for Landscaping in Parkways. The following conditions apply: 1. You are responsible for making sure your removal and/or planting does not violate any private deed restrictions for your neighborhood, and for procuring any additional approval needed from any PID, TIF or Design Review Board that may govern in your area. You are also responsible for procuring any adoption or maintenance agreements the City deems necessary for this planting. 2. All trees must be spaced a minimum 10' distance from water meter boxes and light poles. Prior to planting, you are responsible for locating utilities and adjusting tree locations accordingly, while still meeting the minimum spacing requirements. 3. You are responsible for scheduling an onsite inspection of trees to be planted with the Park & Recreation's City Forester's office prior to installation. Provide 72 hours minimum notice to 817-392-5729 or 817-392-5739 and/or citytreepermits(a,fortworthtexas.gov. Trees that have not been inspected prior to planting are subject to rejection. 4. You are responsible for irrigation, installation, and maintenance until the trees are established or for a period of not less than two years, whichever comes last. Additionally, all non -biodegradable staking materials are to be removed within one year of installation. 5. You are responsible for all tree grate maintenance in perpetuity to prevent tree girdling and/or trip hazards. The City reserves the right to remove any and all vegetation and/or hardscape in City Rights of Way. If I can be of any further assistance, please contact me at 817-392-5739. Sincerely, 1�Qanatvu Melanie Migura, Forestry Park Planner, for Hannah Johnson, City Forester Park & Recreation Department c: file Park & Recreation Department Planning & Resource Management City of Fort Worth • 100 Fort Worth Trail, FortWorth, TX 76102 817-392-5700 • FAX 817-392-5724 Guidelines for Landscaping in Parkways Public Open Space Easement (P.O.S.E.) O 0 CD CD 40 feet Elm St ATTACHMENT 7-41 A 40 -foot by 40 -foot triangular public open space easement is required on corner lots at the intersection of two streets. A 15 -foot by 15 -foot triangular public open space of easement is required on corner lots at the intersection of an alley and a street. In addition, at the intersection of a driveway or turnout section and a dedicated alley, a 10 - foot by 10 -foot triangular open space easement is to be provided on each side at the driveway or turnout at the time the driveway and/or alley is constructed. Measurements are made from the face of curb or equivalent area. No structure, object, or plant of any type may obstruct vision from a height of 24 -inches to a height of 11 feet above the top of the curb, including, but not limited to buildings, fences, walks, signs, trees, shrubs, cars, trucks, etc., in the public open space easement as shown on the illustration. • A medium or large tree shall be planted a minimum of 2 feet from the face of the curb, sidewalk, or other structure. • A small tree or shrub shall be planted a minimum of 1.5 feet from the face of the curb, sidewalk, or other structure. • A minimum planting area of 3 feet must be available between back of curb and sidewalk to plant any small tree or large shrub and a minimum of 4 feet to plant large trees. • Trees must be placed a minimum of 10' from street lights and storm drains. • Small trees must be planted a minimum of 5' from underground utility boxes. • Large trees must be planted a minimum of 10' from underground utility boxes. • Projects involving 21 or more trees proposed in the parkway must have no more than 30% of the trees from the same subgenus (e.g., red oaks or white oaks). • Projects involving between 5 and 21 proposed trees in the parkway must have no more than 50% of the trees in the same subgenus (e.g., red oaks or white oaks). • In residential areas a minimum spacing of twenty-five feet is recommended between shade trees planted on parkways and is required in commercial districts or major arterial streets. • All landscaping shall be located so that pedestrians can walk parallel to the street within the parkway whether a paved sidewalk is or is not provided. • No tree or shrub shall obstruct the view of any traffic signal, sign, or other public sign. • Trees planted under power lines shall be a species that reaches a height of 25' or less upon maturity. • Any tree or shrub planted in the parkway is the property of the City and the City reserves the right to prune or remove such tree or shrub if it becomes a traffic hazard or poses risk. • Planting trees or shrubs on any public property requires a permit from the Park & Recreation Department can be obtained by calling the City Forester at 817-392-5738 or visiting fortworthtexas.gov/forestry. • The following trees are prohibited on City parkways: ash (Fraxinus sp.), callery pear (Pyrus calleryana), cottonwood (Populus deltoides), hackberry (Celtis sp.), mulberry (Morus sp.), Siberian elm (Ulmus pumila), silver maple (Acer saccharinum), sycamore (Platanus sp.), willow (Salix sp.), or any species of tree, shrub, vine or grass listed in the Nonnative Invasive Plants of Southern Forests published by the United States Department of Agriculture Forest Service. Revised. August 2020 Application for Tree Planting Permit Submit to: on City of Fort Worth property City Forester including parkways and medians 2525 Joe B Rushing Rd Fort Worth, TX 76119 CityTreePermitsfortworthtexas.gov Section 1— Applicant Information Applicant/contractor City of Fort Worth Water Department (Plummer Associates — Consultant) Contact Name Suzanne Abbe, City of Fort Worth (Karen Metzler, Plummer) Title Engineering Manager, Plant Operations Street Address 1512 11th Street City Fort Worth State Texas Zip Code 76102 Phone Suzanne Abbe 817-392-8209 (Karen Metzler 214-405-4664) Email address Suzanne.Abbe c FortWorthTexas.gov(kmetzler@plummer.com) List Applicable Permit Numbers (LTFC, IPRC, CG, MFD): Section 2 — Location Location address Z Boaz Park and Mary's Creek Water Reclamation Facility Business/Residence Business Name of Business City of Fort Worth Park and City of Fort Worth Owned Property Section 3 — Reason for Planting This application is for a combined tree removal permit for Z Boaz Park and the Mary's Creek Water Reclamation Facility, both of which are owned by the City of Fort Worth (COFW). At the request of the COFW City Forestry Department, the tree removal permits for these two COFW-owned properties have been consolidated into a single permit. The tree removal permit for Z Boaz Park has already been completed, and all required mitigation for tree removals within the park has been satisfied. The Mary's Creek Water Reclamation Facility is located within the City's Extraterritorial Jurisdiction (ETJ). While mitigation is not required for properties within the ETJ, a tree removal permit is still required. Attached to this application are the approved tree removal permit for Z Boaz Park —including the site plans, tree plans/tables—as well as the tree removal plans for the Mary's Creek Water Reclamation Facility. Attach site plan drawn to scale showing location of all existing trees by size (caliper) and species, locations of proposed trees noted with species and caliper size, and any existing man made features such as curbs, sidewalks, drive approaches and meter boxes etc. Plan must also include north arrow, scale bar, and any existing trees within 50' of proposed planting. Applications will be evaluated according to species, location and quantity in regards to a diverse, balanced, and sustainable urban forest. Also, provide planting details along with method of watering. You must agree to water and maintain the trees for a period of 2 years, or until established, whichever is greater. Your plans must meet the attached "Guidelines for Landscaping in Parkways". Trees prohibited on the parkways and medians. Does not pertain to other City owned property. Ash (Fraxinus sp.) Siberian Elm (Ulmus pumila) Callery Pear (Pyrus calleryana) Silver Maple (Acer saccharinum) Cottonwood (Populus deltoides) Sycamore (Platanus occidentalis) Hackberry (Celtis sp.) Willow (Salix sp.) Revised October 2020 Trees recommended for street tree planting: ATTACHMENT 7-41 Small Trees (less than 25 feet tall or 10 inches in diameter when mature) American smoketree Cotinus obovatus Cherry -laurel Prunus caroliniana Crapemyrtle Lagerstroemia indica Desert willow Chilopsis linearis Eve's necklace Styphnolobium affine Indian cherry Frangula caroliniana Japanese maple Acer palmatum Mexican buckeye Ungnadia speciosa Mexican plum Prunus mexicana Possumhaw holly hex decidua Rusty blackhaw Viburnum rufidulum Texas persimmon Diospyros texana Texas redbud Cercis canadensis var. texensis Waxmyrtle Myrica cerifera Yaupon holly hex vomitoria Medium Trees (25 to 50 feet tall, Afghan pine Arizona cypress Bigtooth maple `Caddo' maple Chinese pistache Eastern redcedar Ginkgo Golden raintree Japanese Black Pine Lacey oak Monterrey oak Texas red oak Trident maple Western soapberry 10 to 20 inches in diameter when mature) Pinus elder/ca Hesperocyparis arizonica Acer grandidentatum Acer saccharum `Caddo' Pistache chinensis Juniperus virginiana Ginkgo biloba Koelreuteria paniculata Pin us thunbergiana Quercus laceyi Quercus polymorpha Quercus buckleyi Acer buergerianum Sapindus saponaria Large Trees (over 40 feet tall and 20 inches or more in diameter when mature) Baldcypress Taxodium distichum Black walnut Juglans nigra Bur oak Quercus macrocarpa Cedar elm Ulmus crassifolia Chinquapin oak Quercus muhlenbergii Lacebark elm Ulmus parvifolia Live oak Quercus virginiana Pecan Carya illinoinensis Pond cypress Taxodium ascendens Red oak Quercus shumardii The followina species are prohibited for street tree olantin Ash Fraxinus sp. Cottonwood Populus deltoides Hackberry Celtis laevigata Mimosa Albizia julibrissin Mulberry Morus a/ba Pear Pyrus sp. Siberian elm Ulmus pumila Silver maple Acer saccharinum Sycamore P/atanus occidentalis Willow Salix sp. *Any species of tree, shrub, vine or grass listed in the Nonnative Invasive Plants of Southern Forests, published by the United States Department of Agriculture Forest Service. Revised October 2020 ATTACHMENT 7-41 Application for Tree Removal Permit on City of Fort Worth property including parkways and medians Submit to: City Forester 2525 Joe B Rushing Rd Fort Worth, TX 76119 CityTreePermitsfortworthtexas.gov Section 1 — Applicant Information Applicant/contractor Contact Name Title Street Address City State Zip Code Phone Email address List Applicable Permit Numbers (UFC, IPRC, CG, MFD): Section 2 — Location Location address Business/Residence Name of Business Section 3 — Reason for Removal Attach site plan drawn to scale showing location of all trees by size (DBH) and species, identify those to be removed, and any existing man made features. Site plan should include layer demonstrating why trees must be removed, such as proposed turn lane, drive approach or grade change. Plan must also include north arrow, scale bar, City trees to remain on site, any proposed planting on city property and planting details along with method of watering. Section 4 — Mitigation Prohibited trees may be permitted for removal from parkway and/or median without mitigation. Trees in alley may be permitted for removal, usually without mitigation. Trees or shrubs listed in the Nonnative Invasive Plants of Southern Forests published by USDA may be removed without mitigation regardless of location. All other trees less than 30" in DBH permitted for removal must be mitigated on an inch per inch basis. Trees 30" DBH or greater are mitigated on a 2 inch per inch basis. Mitigation trees must be planted on City ROW, median or other public land. They must be watered and maintained for a period of 2 years, or until established, whichever is greater. If mitigation on site is not possible or desirable, mitigation into the tree fund can be made in the amount of $200 per inch not planted. Mitigation trees must be planted before final inspection of the site. Mitigation to the tree fund must be made at time of permit. A tree planting permit will be issued for trees to be planted on City property at the same time as the tree removal permit. You must submit a tree planting plan and follow guidelines for planting in the ROW (see attached). Trees prohibited on the parkways and medians. Does not pertain to other City owned property. Ash (Fraxinus sp.) Siberian Elm (Ulmus pumila) Callery Pear (Pyrus calleryana) Silver Maple (Acer saccharinum) Cottonwood (Populus deltoides) Sycamore (Plantanus occidentalis) Hackberry (Celtis sp.) Willow (Salix sp.) 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If any item does not apply, indicate by placing "NA" in the blank. DO NOT LEAVE ANY BLANK EMPTY. APPLICANT INFORMATION Firm Name: Plummer Associates, Inc. Contact Person: Josh Frisinger Address: 1320 S. University Dr., Suite 300 City/State/Zip: Fort Worth, TX 76102 Phone: 817-806-1700 Email: jfrisinger@plummer.com SUBJECT PROPERTY INFORMATION Proposed Location: Address: 11091 Chapin Road If an address is not available: city/state/zip: Fort Worth, TX 76108 Survey: Abstract: Recorded (Vol./ Page): Description of Proposed Work: New Fort Worth wastewater treatment plant FACILITY INFORMATION Proposed Start Date: 10/01/2029 0 NEW COMMUNITY FACILITY Height: Distance to Nearest Residential Subdivision: Q EXTENSION OF EXISTING COMMUNICATION FACILITY Existing Height: Proposed Height: Distance to Nearest Residential Subdivision: 0 REPLACEMENT OF EXISTING COMMUNICATION FACILITY Existing Height: Proposed Height: Distance to Nearest Residential Subdivision: Distance Between Existing and Proposed Towers: Proposed Date to Remove Existing Facility (Must be within 14 days of erecting new facility): OTHER (please specify): Radio Communications Tower - 30 ft tall, allows wastewater treatment plant to talk to City network CELL TOWER PERMIT APPLICATION 1 February 3, 2026 ATTACHMENT 7-42 TARRANT COUNTY ENGINEERING SERVICES 200 Taylor Street, Ste. 305 I Fort Worth, TX 76196 I 817-884-1250 I www.tarrantcountytx.gov REQUIRED DOCUMENTS L1 Submission must include a plat or map with the proposed location of the communication facility in relation to the residential subdivision sealed by a Registered Professional Land Surveyor. 0 Plat/Map The Plat or Map Must Include: a radius of 300 feet from the base of the center of the proposed structure extending to the boundary of the subdivision; the Maximum height of the structure; and • the State Plane North American Datum (NAD 83 x,y coordinates) of the center of the structure. 0 Submission must include all necessary FCC and/or FAA permits. 0 FAA/FCC Permits NOTIFY JEREMY DUSKIN AT (817) 884-1176, 24 HOURS PRIOR TO WORKING IN COUNTY JURISDICTION. FAILURE TO DO SO MAY RESULT IN THE ISSUANCE OF A STOP WORK ORDER. APPLICANT'S SIGNATURE 1 hereby certify that the information provided within this application is true and correct. By signing below, / agree that I will comply with all related Tarrant County regulations as adopted by the Commissioners Court and understand that the permit application is subject to approval by the Tarrant County Engineering Services Department. Josh Frisinger Firm Representative - Printed Name ENGINEERING SERVICES DEPARTMENT USE ONLY Received Date: 05/14/2026 �70sh Prl,f1gei' Josh Fnsmoer (May 1 o25 103853 COT( Firm Representative - Signature Approval Date Permit Number: Cr'(, -C/'s Fee Collected !- Location Map Attached jZoJl%ts L-430 foot Radius Shown on Aerial roposed Structure is 300 -feet or more from Existing Residential Subdivision. [1 Proposed Extension is less than ten (10) feet. O Distance Between Proposed and Existing Structure is less than 50 -feet. COMMISSIONERS COURT VARIANCE: Q Required O Not Required Approved for Tarrant County by: 05/14/2026 Date: Precinct:Al CELL TOWER PERMIT APPLICATION .0 2 February 3, 2026 /_A aWITS] a►YA121►1MOy ATTACHMENT 7-42 This radio tower is only 30'tall and does not require an FAA permit. This radio tower will use unlicensed radio frequencies, so an FCC permit is not required. ATTACHMENT 7-43 TARRANT COUNTY ENGINEERING SERVICES 200 Taylor Street, Ste. 305 Fort Worth, TX 76196 817-884-1250 1 www.tarrantcountytx.gov INSTRUCTIONS: Complete all questions. If any item does not apply, indicate by placing "NA" in the blank. DO NOT LEAVE ANY BLANK EMPTY. SECTION 1 - OWNER INFORMATION Property Owners FULL NAME: City of Fort Worth Address: 100 Fort Worth Trail, 5th Floor City/State/Zip: Fort Worth, TX 76102 Home Phone: 817-392-4477 Work Phone: 817-392-8209 Cell Phone: 817-266-1394 Email: Suzanne.Abbe@fortworthtexas.gov Is the Owner a Corporation or Partnership? Yes No If Yes 4 Attach a letter on company stationery, signed by an authorized individual, authorizing the Applicant to file and Application on behalf of the company. SECTION 2 - APPLICANT INFORMATIOr• ® Same as Owner (If checked, skip to Section 3) Applicants FULL NAME: Josh FriSinger, P.E. (Plummer Associates, Inc.) Address: 1320 S. University Dr., Suite 300 City/State/Zip: Fort Worth, TX 76107 Home Phone: N/A Email: jfrisinger@plummer.com SECTION 3 —SUBJECT PROPERTY INFORMATION Work Phone: 817-806-1704 Cell Phone: 817-919-2779 Street Address for the Subject Property: (if established*) Address: 11091 Chapin Road Legal Description: Lot: N/A Block: N/A If not located in a subdivision: Subdivision: N/A City/State/Zip: Fort Worth, TX 76108 Section or Phase: N/A Survey: GleaSonS, Cyrus Abstract: 559 Recorded (Vol./Page): N/A List the names of all roads by which the property can be accessed: Chapin Road Total Current Land Area: 15,000 SF Vicinity Map Attached? 0 Yes 0 No Located in City ETJ? El Yes 0 No City: Fort Worth *1f a street address has not been assigned to the Subject Property, the Applicant must contact the Tarrant Appraisal District to obtain an address. FLOODPLAIN DEVELOPMENT PERMIT APPLICATION February 3, 2026 ATTACHMENT 7-43 TARRANT COUNTY ENGINEERING SERVICES 200 Taylor Street, Ste. 305 Fort Worth, TX 76196 817-884-1250 1 www.tarrantcountytx.gov SECTION 4 — PROPOSED DEVELOPMENT Development of Land: (check all that apply) ® Clearing 0 Grading 0 Fill 0 Excavating (except for structural development checked above) ❑ Mining 0 Watercourse Alteration (including dredging and channel modifications) ❑ Drilling 0 Road, Street, or Bridge Construction ❑ Subdividing Name of Subdivision: ❑ Construction of Utility Type of Utility: 2 Other (please specify) Installation of an outfall structure with one 54 -inch diameter pipe, buried manhole, energy dissipation measures, and erosion protection devices as well as a 36 -inch diameter pipe connecting to the existing COFW sanitary sewer line. Development of Structures: (check all that apply) There is a flexible base (gravel) road to the outfall structure. Work also includes installation of three stormwater outfalls. A portion of the fence is within the flood boundary. El New Construction 0 Alteration ❑ Addition 0 Replacement ❑ Remodel 0 Demolition ❑ Relocation ❑ Repair ❑ Other (please specify) Structure Type: (check all that apply) ❑ Habitable Structure: Living Area: sf Number of Bedrooms: ❑ Single Family Residence (1 family) ❑ Multi -Family Residence (2-4 families) ❑ Multi -Family Residence (more than 4 families) ❑ Mobile/Manufactured Home Located in MHRC? 0 Yes ❑ No ❑ Recreational Vehicle ❑ Commercial Type: ❑ Combined Use Type: ❑ Non -Residential 0 Floodproofing Type: ❑ Floodproofing Certification Attached El Non -Inhabitable Structure: ❑ Garage El Barn ❑ Storage Building El Other (please specify) Outfall structure with one 54 -inch diameter pipe, buried manhole, energy dissipation measures, and erosion protection devices(See C-050 an through C-084). And a 36 -inch diameter Type of Foundation: pipe connecting to the existing COFW sanitary sewer line (See C-057 and C-079). A portion of the fence on the west side of the plant (See G011). Three concrete headwalls ❑ Building on Slab for storm water outfalls (See C-136 and C-138). ❑ Building on Piers, Piles, or Columns ❑ Building with Basement Project Costs: Estimated market value of the existing structure: $ Estimated cost of proposed Construction: $_ 500,000 Important: If the cost of the proposed construction equals or exceeds fifty percent (50%) of the market value of the existing structure, "Substantial Improvement" provisions shall apply. Contact the Floodplain Administrator at 817-884-1250 before proceeding. SECTION 5— ENGINEERING STUDIES AND DOCUMENTATION FIRM Map Panel: 48439C0260K Site Plan attached? ® Zone A 0 Zone AE Construction Plans attached? Certification by Registered Engineer or Architect attached? ElYes ❑ No ® Yes ❑ No 0 Yes 0 N FLOODPLAIN DEVELOPMENT PERMIT APPLICATION February 3, 2026 ATTACHMENT 7-43 COUN TARRANT COUNTY ENGINEERING SERVICES 200 Taylor Street, Ste. 305 Fort Worth, TX 76196 817-884-1250 I www.tarrantcountytx.gov Base Flood Elevation: 753.11 Elevation of Lowest Floor: How was BFE determined? ❑ Flood Insurance Study (FIS) Date: ❑ Flood Insurance Rate Map (FIRM) Date: M Flood Elevation Study Date: October, 2024 ❑ Two -Foot Contour Map SECTION 6 -CONSULTANTS List all professionals involved in the preparation of this Application or any of the supplemental information provided herewith. Attach additional sheets if necessary. REGISTERED PROFESSIONAL LAND SURVEYOR: Name: Chase Crawford Address: 100 Glass Street, Suite 201 City/State/Zip: Dallas, TX 75207 Work Phone: 903-646-1169 Mobile Phone: Email: chase.crawfordt outlook.com PROFESSIONAL ENGINEER Name: Josh Frisinger Address: 1320 S. University Drive, Suite 300 City/State/Zip: Fort Worth, TX 76107 Work Phone: 817-806-1704 Mobile Phone: 817-919-2779 Email: Ifrisinger(c�plummer.com REGISTERED PROFESSIONAL LAND SURVEYOR: Name: N/A Address: Work Phone: OTHER: Name: N/A Address: Work Phone: OTHER: Name: N/A Address: Work Phone: Mobile Phone: Mobile Phone: Mobile Phone: City/State/Zip: City/State/Zip: City/State/Zip: Email: Email: Email: FLOODPLAIN DEVELOPMENT PERMIT APPLICATION February 3, 2026 ATTACHMENT 7-43 TARRANT COUNTY ENGINEERING SERVICES 200 Taylor Street, Ste. 305 Fort Worth, TX 76196 817-884-1250 1 www.tarrantcountytx.gov SECTION 7—OWNER/APPLICANT'S ACKNOWLEDGMENT AND CERTIFICATION By my signature below, I acknowledge that I have read and understand the following: 1. No work of any kind may start until a Floodplain Development Permit is issued by Tarrant County. 2. The Development Authorization Permit may be revoked if any false statements are made in this Application or its attachments. 3. The Development Authorization Permit expires if work in accordance with this Application is not commenced within 12 months of issuance or if the work is not completed within 24 months of issuance. 4. If the Development Authorization Permit expires or is revoked for any reason, all work must cease until a new Permit is issued. The Applicant will be required to submit a new Application with accompanying fees. 5. It shall be unlawful to use, occupy, or permit the use or occupancy of any building, development, or premises, or any part thereof, hereafter created, erected, changed, converted, altered, or enlarged until the development is in compliance with Tarrant County Development Regulations and Tarrant County Manufactured Housing Rental Community Regulations. 6. Applicant may need other permits to fulfill local, state, and federal regulatory requirements. It is Applicant's responsibility to determine what permits are needed and to obtain these permits from the appropriate authorities. 7. Construction costs undertaken in accordance with this Application are Applicant's responsibility. Applicant is not permitted to erect permanent structures or signs on or over any portion of Tarrant County's right-of-way or within any established setbacks. 8. Applicant must construct the improvements in strict conformance with the plans and specifications submitted with this Application and as approved by Tarrant County. Failure to do so will result in Applicant being required to modify or re -construct the improvements at Applicant's cost. 9. Maintenance of improvements remains the Applicant's responsibility, and the County retains the right to require any changes, maintenance, or repairs as necessary to protect life or property. I hereby certify to the following: 1. 1 have carefully read the complete Application and all its attachments and certify that all documents submitted are true and correct. 2. There is no outstanding tax liability to Tarrant County on the Subject Property. 3. The Owner of the Subject Property, if different from the Applicant, has authorized the submittal of this Application. 4. As the Owner of the Subject Property or a duly authorized Applicant, I hereby grant permission to representatives of Tarrant County to enter the premises and make all necessary inspections and to take all other actions necessary to review and act upon this Application. Josh Frisinger, PE Applicant's Printed Name Applicant's Signature 3/31/2026 Date: Approved per 'Plans for the Construction of Mary's Creek Water Reclamation Facility' sealed by Joshua P. Frisinger on 3/30/2026. ENGINEERING SERVICES DEPARTMENT USE ONLY Received Date: 3/31/2026 Permit Number: 26-03 Approved for Tarrant County by: Approval Date: 5/8/2026 Expiration Date: 5/7/207 Precinct: 4 Fee Collected: n/a FLOODPLAIN DEVELOPMENT PERMIT APPLICATION February 3, 2026 0 0 >>Z O w u w a w J a 0 0 m Z z O w Q OLL p m Z z r Q LL N o Q X Z Z z E-0 W0 Z o 00 0 Z w =� << ?) OZ x G < Z Or (i F_ w 2 0 Q 0z aw 0 mO OW rw ¢ fig z>m F-� r ruON z 0 N lyzj N N z H N vri J U —zOr 0 0_ w Z r 2 w w N O w 0 z a Z Y a w °� p F_ w a U G 3 Q u Q w z Z <d w ~ z l- U)0 Z w oo.. K Y w oC H U N Om 0 N D. rz 3a NOz Q wm �F-w Uw ao! 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I ® {v=o>' .y j OJ I ) z )-ti-e/ z _ O SD SOAd TO! TOSdH H O ' I I a NdO SORB T01 TOSdH NOl SORB 101 iOSdH I z > � II L i L _ _ _ J — — — —i W OOH IVDl U -D313 9NIOLUIH SNOUVIOdO — �LL 0 0 MOIJ T0M 101 TOSdH �� ,� s O a o ¢x LL a z a O z ac ry o � � w wl Q a w Z Z ¢ �53NdTOlld TOl iOSdH q z 0 > < V H d1S3 TOdWd T01TOSdH OdS SOdWd TO! TOSdH dS OdS TOdWd 101TOSd8 OWO UUS TOdWd T01TOSdH llj TOdWd T01 TOSdU 515 TOdWd T0! TOSdH HO] TOdWd T0! IOSdH 3S IOdWd T01 IOSdH dvd31 TOdWd T01TOSdH !l -10111 10-LTOSdH FHSl bOHS] T0! TOSd}J 3N-zi O H 1 O F 1 O F 1 FORT WORTH® ADDENDUM TO REQUEST FOR PROPOSALS. 26-0195 MARY'S CREEK WATER RECLAMATION FACILITY WATER DEPARTMENT ADDENDUM NO. 8 REQUEST FOR PROPOSALS (RFP): 26-0195 RFP OPENING DATE: July 9, 2026 DATE ISSUED: July 3, 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 term a d nditions rem in unchanged. Il ? 712 26 TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT By the signature affixed below, Addendum No. 8 is hereby incorporated into and made part of the above referenced Request for Proposals. , t/i COMPANY NAME: Webber SIGNATURE: LLC NOTE: Company name and signature must e'the kome as on the original bid documents. Failure to return this form with your sealed bid may constitute rounds for rejection of your offer. ITB 26-0195 Mary's Creek Water Reclamation Facility Request for Proposals Addendum No. 8, Page 1 of 1 CPN O01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 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. Sink Drain Grooves: The drawings call for drain grooves at sinks; however, the specified sink type is drop -in, which does not accommodate drain grooves. Please confirm if drain grooves should be excluded. R-1. Sink drain grooves are not required and should be excluded. Refer to Addendum 8, Item 8-121. Q-2. There are some differences between the structural and mechanical. S-509 note 014 calls for 2 -line and M-510 calls for 3 -line. Also, are you wanting the stairs as the structural details show on S - D019 with grabrail on the landings. This isn't standard per what is usually done. Also, even where they call out 2 -line rail on landings, they sometimes show 3 -line in the stairs yet 2 -line for the same thing in another drawing. R-2. Provide 2 -line railing at horizontal surfaces per detail 0552-001A. Where railing is shown on stairs per detail 0552-001 E on S -D019, provide two rail system with an additional handrail. Additional handrail is required at stair landings as shown in the detail. Q-3. Will a spec section for Structural Precast be provided? The provided spec section 034000 for Precast Concrete is more relevant to precast vaults. R-3. Precast concrete is a delegated design. The information in section 03 40 00 refers to design standards to be used by the precast concrete supplier. Q-4. Sheet S-212 detail 4 shows standard detail for fire stopping. Detail refers to architectural sheet that do no have this info, please provide more information on where fire stopping is required. R-4. Firestopping is called for in the Architectural Code -Life Safety sheets in a General Note #3. This system is specified in Specification Section 07 84 00 Firestopping. Refer to Addendum 8, Item 8-100. Q-5. Please provide additional information reinforcement requirements for precast monument sign. R-5. The precast monument sign is a delegated design by the sign supplier. Refer to Addendum 7, Item 7-67. Section 03 21 00 includes information on steel reinforcement. Q-6. Please provide information on the PSI of concrete and class of concrete for the precast monument sign. R-6. The precast monument sign is a delegated design by the sign supplier. Refer to Addendum 7, Item 7-67. Section 03 40 00 includes information on precast design standards. Q-7. Please provide additional details for the precast monument sign including specifications for the sign foundation. R-7. The precast monument sign is a delegated design by the sign supplier. Refer to Addendum 7, Item 7-67. Section 03 40 00 includes information on precast design standards. A-8 1 of 9 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT A Q-8. The 108113 Bird Control Spec says locations will be labeled as BCD -1, BCD -2, and BCD -3 in the drawings, however, there are no callouts in the drawings. Please provide locations for BCD -1, BCD -2, & BCD -3 in the drawings. R-8. Several of the facilities that require Bird Control have notes on structural drawings noted as such. The UV and the Canopy at the Operations Building also require bird control. Refer to multiple items in Addendum 8. Q-9. Reference drawing sheet A-1 164 for the solids handling building. Are the metal roof panels (RT- 01) and metal wall panels (WT -02) supposed to be furnished per spec 133419 and 074000? R-9. RT-01 and WT -02 are metal roofing and siding. These systems are specified in Section 07 40 00 Roofing and Siding Panels. Specification Section 13 34 19 Metal Building Systems is for "pre-engineered" building structures. Q-10. In the concrete mix design spec item 3.04 (c) - retempering of concrete. It seems pretty ambiguous, unless they are considering 'partially hydrated' being when the batch water hits the cement in the batch process. If that's the case, then are they saying there's no water to be added after load is fully charged in the truck even if the w/c ratio hasn't been met (through water withheld)? If so, That's tough. We would have to build in a pretty large rejected load number, plus set up a crusher for the mountain of waste that may be produced. If not, then what are they considering 'partially hydrated'? Please advise. R-10. Refer to Section 03 30 00 paragraph 1.04.B.9.c. Q-11. Please confirm type of metal wall panels to be used for detail "WT -08" on A-340. PEMB specs defer to 07 40 00 specs. 07 40 00 specs only have WT -2 & WT -03 specified. R-1 1. Refer to Addendum 8, Item 8-59. Q-12. Sheet A-318 call out 310 for continuous perforated drain tile referring to see detail on A-343 which has the same note. The perforated drain tile was not located in the specifications, please clarify requirements. R-12. Refer to Addendum 8, Item 8-101. Q-13. Verify if the profile "48 IN RS BETWEEN RS PS AND BRBs, "shown on Sheet C-074, is correct and complete as issued? Should the 54" pipe section and tee connection to the RS PS, as shown on Sheet C-059, be reflected in the profile? R-13. Refer to Addendum 8, Item 8-89. Q-14. After reviewing some of the specifications of the bid, our engineering team asked to share their findings and recommendations for your consideration and/or clarification. Comment 1) Per 44 31 11-10, Section 2.2, Table I (Performance and Design Requirements), the minimum biotrickling filter EBRT is listed as 15 seconds. Per the OCS plan drawings, biotrickling filter diameters are shown as 13 ft for OCS-1 and OCS-2, and 12 ft for OCS-3. At an airflow rate of 16,000 CFM, OCS-1 and OCS-2 would require approximately 30 ft of media depth to achieve the specified contact time. At this airflow rate, OCS-3 would require approximately 35 ft of media depth to achieve the specified contact time. The resulting towers would likely exceed 50 ft in total height, potentially exceeding shipping limitations and creating ladder access and maintenance safety concerns. The increased media depth would also result in higher pressure drop, with corresponding impacts on the sizing and design of the VFD, motor, control panel, and electrical wiring. Comment 2) Per 44 31 11-10, Section 2.2, Table I (Performance and Design Requirements), the minimum biotrickling filter EBRT is listed as 15 seconds. Section 2.2. B. 2. b also states that minimum odor removal at the system outlet shall be greater than 90%. A minimum EBRT of 20 A-8 2 of 9 CPN 001239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT A seconds is recommended to reliably achieve the specified odor removal efficiency. Comment 3) 44 31 11-14, Section 2.03.G states: "Valves and controls shall be provided to allow for only recirculated or non -recirculated water to pass through the water panel to the top of the system. " It is recommended that the biotrickling filter design allow for dual -zone irrigation, providing the ability to simultaneously irrigate the top media beds with non -recirculated and bottom beds with recirculated water to maximize both HZS and organic odor removal performance. Comment 4) Per 44 31 16-10, Section 2.03.D (Media Requirements), the carbon adsorber media is specified as high -capacity H2S media. This media is not recommended for carbon polishing applications, as the biotrickling filter is responsible for primary HZS removal. As a result, the biotrickling filter exhaust odor profile will be predominantly non-HZS compounds. For this application, a granular coconut shell -based activated carbon media is recommended, as it provides superior removal of non-HZS compounds. R-14. 1) Dimensions denoted by the asterisk (*) in the Drawings are approximate and shall be confirmed by the Equipment Supplier. Refer to Addendum 8, Item 8-132, 8-134, and 8-136 for additional information. 2) Typical ranges for other odorants have been added for "other odorants" to Table 1 of Section 44 31 11 and Section 44 31 16. The specified EBRT of 15 seconds is the minimum design requirement for this project. Longer EBRT are allowed if required to meet the removal performance requirements. Refer to Addendum 8, Item 8-75 and Item 8-76. 3) Refer to Addendum 8, Item 8-75. 4) Refer to Addendum 8, Item 8-76. Q-15. Aside from the janitor room, control room, and CR panel room, the room finish schedule for the solids building on sheet A-1178 indicates that the interior CMU walls and interior concrete walls will not get painted. Please confirm that none of the remaining vertical wall surfaces will get painted. R-15. The Room Finish Schedule on A-1178 indicates "EXPOSED" where no applied finishes are required. Vertical walls not in the Schedule will not be painted. Q-16. Keynote 004 on drawing sheet A-1157 calls out the mechanical room walls to be 8" CMU block walls; however, keynote 003 on drawing sheet S-1202 calls out the mechanical room walls to be 1' thick full height concrete -reinforced walls. Please advise which will take precedence. R-16. Follow the thickness indicated by structural. Refer to Addendum 8, Item 8-49. Q-17. Can you confirm which walls on the UV structure are to have metal wall panels? R-17. Refer to drawings S-800, S-803, S-805, S-806, and S-808. The north and west walls are to have metal wall panels. Q-18. Is WT -04 a 26ga reverse R panel? Or what panel facing and gauge is required? R-18. The Metal Wall Panel (exterior) called out for WT -04 is the same Metal Wall panel specified for WT -02. Refer to Addendum 8, Item 8-59. Q-19. At the solids handling building (and others that apply), will galvanized lintel beams be required above doorways to support the 4" brick veneer? If so, please provide a detail to reference for these lintel beams. R-19. Refer to Addendum 8, Item 8-48. A-8 3 of 9 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT A Q-20. Are all composite decks assigned to support concrete placement without additional shoring during and through curing period? If not, please provide required support shoring parameters. R-20. Consult manufacturer's product literature for allowable unshored construction spans. Q-21. Please reference S-302. There are what looks like transverse beams or walls within the fine screen channels, but there aren't any details elsewhere to identify what these concrete members are. Additionally, there are what looks like callouts pointing to each one but the text is missing. Please provide more details on these items. R-21. These are short walls (knee walls) with a top elevation of 782.17. Refer to Addendum 8, Item 8-104. Q-22. On Sheet S -D003, Details 0315-2318 and 0315-231 C call for "Coated Smooth Dowels." Note 2 requires a corrosion -resistant coating plus a lubricant coating as specified. The specifications do not identify the required coating system for dowels. Please confirm whether coated smooth dowels are intended to be epoxy -coated, galvanized, or another specified system, and clarify the required lubricant/bond breaker. R-22. For coated smooth dowels, refer to Section 03 21 00 paragraph 2.01.A.2. Either product listed is acceptable. For bond breaker, refer to Section 03 30 00 paragraph 2.03.B.2. Q-23. Are the Lead Lag Control Panels for Split System Heat Pumps as described on H-817 UV Electrical Building -controls Diagrams & Sequence and H-1276 Solids Building -controls Diagrams & Sequence require a connection to the owners BMS Network? R-23. No connection to BMS Network. Provide temperature sensor in space to SCADA for Hi and Lo temp alarms. Q-24. Please provide direction for the below units as they do not appear on the control diagrams and sequence for the solids buildings but are tagged on the schedule: 1200-AHU-4. Also 1200-EF-14 is missing on the control diagrams and sequence page R-24. 1200-AHU-4 is a mini split and has a programmable thermostat. It will not tie into the BMS. Provide temperature sensor in space to SCADA for Hi and Lo temp alarms. 1200-EF-14 is the exhaust fan for the same room and runs continuously. It will not tie into the BMS. Q-25. No Control Narrative or sequence of operation was provided for the PPUs across the project. Please indicated if the PPUs should have fan status and fan belt loss alarms wired to the PLC-xxx panel in the respective areas for monitoring? R-25. The PPU runs continuously. Provide fan status wired to PLC. The fan is direct drive on these units so no belts. Refer to Addendum 8, Items 8-138 and 8-156. A-8 4 of 9 CPN 001239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT A Q-26. Floor plan and schedule notes provide conflicting information on the responsible party to furnish motorized dampers. See snippets below, H-361 Exhaust Fan Schedule Note 3. PROVIDE A MOTORIZED DAMPER IN THE ROOF OR WALL CURB WITH NEMA 7/4X ACTUATOR, FURNISHED AS A COORDINATED ASSEMBLY BY THE FAN MANUFACTURER. H-303 General Note 5. MOTORIZED DAMPERS (OA/RA) LOCATED WITHIN OR ATTACHED TO THE UNIT SHALL BE FACTORY -PROVIDED AND FACTORY-PREWIRED. ACTUATOR VOLTAGE SHALL BE PER MANUFACTURER STANDARD. FIELD -INSTALLED DAMPERS (INCLUDING BUT NOT LIMITED TO EXHAUST FANS, LOUVERS), SHALL BE PROVIDED BY THE HVAC CONTRACTOR AND FIELD-INSTALLED/WIRED BY DIVISION 26. DIVISION 26 SHALL COORDINATE ACTUATOR VOLTAGE WITH THE CONTROL SOURCE. DAMPERS WIRED TO HVAC CONTROLLERS SHALL BE 24 VAC. DAMPERS WIRED TO MOTOR STARTERS SHALL MATCH THE STARTER CONTROL CIRCUIT VOLTAGE (TYPICALLY 120VAC) OR DIV 26 SHALL PROVIDE A LOCAL STEP-DOWN TRANSFORMER FOR 24 VAC ACTUATORS. R-26. If the motorized dampers are integral to the equipment/curb, the equipment manufacturer provides the motorized damper. If the motorized dampers are external to the equipment, then the HVAC contractor will provide the motorized damper. Q-27. For bidding purposes, how much seed sludge should be figured to be hauled from Village Creek? R-27. Refer to Section 01 91 14 released in Addendum 7. Q-28. A gas meter is shown on the control diagram H-781 for the operations building. However, the only mention of a gas meter on the plans appears to be the Atmos provided meter on C-050. Is the intent to meter the operations building separately from the site or should the control diagram on H- 781 be removed? R-28. Gas meter shown on control diagram in H-781 is removed. Refer to Addendum 8, Item 8-122. Q-29. Floor drains are noted to be provided, however piping below the slab were not located. Two examples are on sheets M-570 Upper Plan and another is on M-580 plan view. Please clarify routing of drains below. R-29. The drain for M-570 drains directly back into the SWS wet well. Refer to P-581 for routing of drain piping shown on M-580. Q-30. Sheets G-015 and G -015A lists PVC drains 3" and larger as C900. C900 is only available in sizes 4" and larger. Please clarify PVC material for drains 3" and smaller. R-30. Refer to Addendum 8, Item 8-46 and 8-47. Q-31. Drawing No.1 M-1 112 calls out 12/ALP/SS at each tank and to reference the yard piping for continuation. The yard piping does not have this pipe shown. Please provide the continuation of these pipes. R-31. Refer to Sheet C-060 for above ground air piping. Sheet C-060 was reissued in Addendum 6 as ATTACHMENT 6-20. A-8 5 of 9 CPN O01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT A Q-32. 1) Please confirm that Veolia has included the covers over the membrane tanks and any required supports. 2) Please confirm that Veolia has included the membrane deflector plates. 3) Please confirm that Veolia has included the spare filtrate pump. R-32. 1) Veolia's scope includes the covers over the membrane tanks and the required supports. Contractor responsible for covers over the membrane tank influent channels and RS channel. Refer to Note 2 on Sheet M-601. 2) Contractor is responsible for design, procurement, and installation of deflector plate. Refer to Note 2 on Sheet M-607. 3) Veolia's scope includes the spare filtrate pump and motor. Q-33. Regarding Section 44 42 19.04 - 1.05. G - Performance Requirements: Please confirm blower design point (SCFM). The blower power consumption of 113 BHP is based on a design point of 1,700 SCFM, however the table shows 1,800 SCFM. If the design point has increased to 1,800 SCFM, please confirm blower power consumption of 120 BHP and 150 HP 3,600 RPM motors are acceptable. R-33. Refer to Addendum 8, Item 8-77. Q-34. Please confirm insurance requirements specific to Builders Risk Insurance. R-34. Bidders are welcome to purchase a Builder's Risk policy, but the Contract does not require the contractor to do so. Q-35. In the Spec Equipment Factory Acceptance testing 01 75 01, it is mentioned the following specs: 1. Commissioning Requirements and Sequence, Section 01 75 00. 2. Equipment Startup and Checkout, Section 01 75 02. 3. System Functional Testing, Section 01 75 03. 4. Process Performance Testing, Section 01 75 04. 5. Operational Testing, Section 01 75 05. 6. 45 -Day Acceptance Test, Section 01 75 06. We can't find all those specs in the RFP documents provided. Please advise. R-35. Refer to Addendum 8, Item 8-57. Q-36. Please clarify what is specifically needed: Contractor Acknowledgment (Sign and date) of AIS Requirements (TWDB-0551, Appendix 111, Section 111.9 [page 15 of 61]). Is there a form? R-36. Separate form is not provided. Contractor may print off PDF page 57 of Appendix III (TWDB-0551, Appendix III, Section 111.9 American Iron and Steel [page 15 of 61]), sign and date, and include in proposal documents or may type up the information in 111.9 American Iron and Steel, sign and date, and include in proposal documents. Q-37. Please advise if Grundfos Dosing Skids are acceptable. Will provide supporting technical information. R-37. Substitution Procedures are defined in Section 01 25 00. Q-38. Regarding 44 42 56.04 - Submersible Pumps - Please advise if Grundfos will be an acceptable manufacturer. R-38. Substitution Procedures are defined in Section 01 25 00. Q-39. Regarding 43 21 39 — Dry Pit Submersible Pumps - Please advise if Grundfos will be an acceptable manufacturer. R-39. Substitution Procedures are defined in Section 01 25 00. A-8 6 of 9 CPN 001239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT A Q-40. On Sheets C-111 thru C-1 18 the paving plan is shown however this is no curb shown. On the Paving Profile, there is mention of Curb Returns on sheets C-121 thru C-125 but no reference to the details on sheet C-169. Would it be possible to show exactly where curbs are required on the Paving Plan? Please Advise. R-40. Curbs are required for the parking west of the Operations Building, refer to Note 5 on Sheet C-1 15. No other curbs are required on the site. Q-41. Reference Section 44 46 13.02 Screw Conveyor System. Drawing 1-1280, Note 1 instructs "Screw Conveyor starter will be located in the Electrical Room MCC". Conversely, MCC one -line diagrams on Drawings E-1205 and E-1206 do not show motor starters. Please clarify whether starters shall be located in MCC or in Conveyor Control Panels CCF01- T01-SC01 / -SC02 R-41. The Screw Conveyor starters are in the Screw Conveyor Control Panels CCF01-T01- SC01/-SC02. Refer to Addendum 8, Item 8-15 and 8-16. Q-42. Specification Section 44 31 11, Paragraph 2.02. A. 1 - lists a minimum EBRT of 15 seconds for the biotrickling filters, and Paragraph 2.02. B. 2. b. lists a biological odor removal guarantee of ≥ 90% or less than 1, 500 D/T. The biotrickling filter units shown on the drawings are designed to treat the specified conditions and meet the specified hydrogen sulfide performance requirements. They do not, however, meet the minimum EBRT listed and nor can they be guaranteed to meet the odor removal requirement. The system is designed with a carbon polishing stage which allows the H2S to be removed biologically and a high overall odor removal guarantee across the complete 2 -stage system. To meet the specified minimum EBRT and provide the specified biological odor removal requirement, the vessels will need to be 14' in diameter and approximately 15' taller than those shown (approximately 45' tall). Please confirm that the biotrickling filter vessels are not required to meet the odor removal requirements listed in the specification and that an EBRT of less than 15 seconds is acceptable. R-42. The intent of the odor control design is for the biotrickling filter to provide primary H2S removal and some removal for "other odorants." The minimum EBRT for the biotrickling filter vessel is 15 seconds per the contract documents. Refer to Addendum 8, Item 8-132, 8-134, and 8-136 for revisions to the biotrickling filter vessel diameter and Item 8-75 and 8-76 for anticipated "other odorant" inlet concentrations. Q-43. The specification states that Schedule 10S material can be used for project. The Piping Schedule in Addendum 1 Attachment 1-3 & 1-4 Sheet G -015A in the plans shows Schedule 40. Is Schedule 10S material acceptable for this project? R-43. Refer to pipe thickness shown on Piping Schedule (Attachments 1-3 and 1-4), which allows schedule 10 for air pipes and requires schedule 40 for process pipes. Q-44. Please clarify who will be responsible for power and water consumption costs during testing, startup and commissioning activities. R-44. Refer to Specification Section 01 50 00 Temporary Facilities and Controls. 3.02.A., Contractor is responsible for costs of temporary electric power for construction and trailers throughout construction. Owner will pay for power through the permanent electric meter for commissioning and startup. Contractor shall be responsible for water consumption costs during construction. Owner will pay for water for commissioning and startup. Refer to Addendum 8, Item 8-56, and Addendum 7, Item 7-47. A-8 7 of 9 CPN O01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT A Q-45. On Sheet C-055 and continuing on C-056, the 42" SS line located and described as the third 42" line west of the Backpulse Tank, the line reference is described an SS line on C-055 and on C-056 Inset 1 the description is 42/FE/SS. Is this a stainless steel line? R-45. 42" line is stainless steel. Refer to Addendum 7 for Reissued Sheet C-055. Q-46. Please confirm the project is exempt from sales and use taxes. R-46. Yes, the project is tax exempt. Q-47. Specification Section 33 16 13.15, Paragraph 2.01.1.1 requires one coat of a cementitious damp - proofing product and one coat of acrylic resin for the exterior dome. Because monolithic cast -in - place domes do not have joints requiring cementitious damp -proofing like precast domes, please confirm our standard decorative coating system consisting of a two -coat finish of 100 percent acrylic resin polymer (e.g., Sherwin Williams Loxon XP) is acceptable for the dome exterior. R-47. Provide exterior coating in accordance with the Specification. Refer to Addendum 8, Item 8-95. Q-48. Specification Section 33 16 13.15, Paragraph 3.01. B. 2 states over excavation of native soils under the tank shall be 3 feet minimum. However, the Geotechnical Report Table 5-2 recommends 4 feet of sub grade modification for the Equalizer Storage tanks. Please clarify the required over excavation depth for the Equalizer Storage tanks. R-48. Refer to Addendum 8, Item 8-70. Required excavation depth for the Equalization Basin is 4 feet. Q-49. Section 33 16 13.15 J. 1 indicates the overflow piping and weir are to be sized per the overflow rate. Please provide the Maximum Fill, Drawdown, and Overflow Rates (GPM) so that the tank overflow may be designed appropriately. R-49. Refer to Addendum 8, Item 8-70. Q-50. Please confirm the required minimum freeboard height above the design liquid level for the AWWA D110 Type 111 tanks shall be determined perACi 372R and AWWA D110, and maybe adjusted per the tank manufacturer's standard design. R-50. Confirmed. Minimum freeboard height may be adjusted per tank manufacturer design, ensuring is it able to achieve the water surface elevations shown on the design documents. Minimum freeboard height must be a minimum of 1 ft above the max water surface elevation, refer to Addendum 8, Item 8-95. Q-51. Section 33 16 13.15 1.03.C.6 specifies a minimum dome thickness of 4 inches. Please confirm a cast -in -place dome is acceptable per our standard and a thickness of 3 inches is acceptable (The minimum for a monolithic, cast -in -place dome is 3 inches per AC! 372R-13 3.4.2.3) R-51. Provide minimum dome thickness in accordance with Section 33 16 13.15 paragraph 1.03.C.6. Q-52. Please confirm if the interior floor and walls of the A WWA Type 111 Prestressed Concrete Equalization and Peak Flow Storage Tanks are required to receive a protective coating or lining system. If required, please clarify the specific coating system to be applied. R-52. Refer to Note 7 on Sheet M-200. Interior coatings shall be provided in accordance with Section 40 46 16. Q-53. Please confirm an adequate supply of potable water under pressure for curing and concrete wash down will be provided throughout the project and within 100 feet of the prestressed concrete ground storage tank. A-8 8 of 9 CPN O01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT A R-53. Contractor is responsible for coordination of construction water needs. Q-54. Please confirm the availability of a 100 -amp, single-phase, 120/240 -volt power source, equipped with four receptacles supported by 20 -amp breakers within 150 feet of the prestressed concrete ground storage tank for use by contractors. R-54. Contractor is responsible for coordination of construction power needs. Q-55. Section 33 16 13.15 3.02.D. 10.e states "All testing shall be in accordance with ASTM C31 and ASTM C39 at the expense of the Owner and shall be conducted by an independent testing agency approved by the Engineer". Please confirm that concrete and shotcrete material testing associated with the prestressed concrete ground storage tanks will be at the expense of the Owner. R-55. Materials testing shall be covered by the Contractor. Refer to Addendum 8, Item 8-70. Q-56. Will the 4" brick veneer at the solids handling building be a colored block or painted in the field? R-56. The 4" brick veneer shall be a colored block per Specification Section 04 21 13.13. A-8 9 of 9 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 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 8-1: Addendum No. 7, Item 7-1: Plans, Sheet 1-010, PCS NETWORK ARCHITECTURE (Seq. 1436 of 1525) Refer to ATTACHMENT 7-4. Remove this sheet in its entirety and replace with ATTACHMENT 8-1. Highlights of the changes include: 1. Modifications to Sever Room PCS Network Rack. Item 8-2: Addendum No. 7, Item 7-8: Specification Section 40 6193 Process Control System Input/Output List Refer to ATTACHMENT 7-8. Remove Attachment A in its entirety and replace with ATTACHMENT 8-2. Item 8-3: Addendum No. 7, Item 7-21: Plans, Sheet E-503, BIOREACTOR MCC -500-1A AND MCC - 500 -1B ONE -LINE DIAGRAM (Seq. 1192 of 1525) Refer to ATTACHMENT 7-21. Remove this sheet in its entirety and replace with ATTACHMENT 8-3. Item 8-4: Addendum No. 7, Item 7-22: Plans, Sheet E-505, BIOREACTOR PP -500 ONE -LINE DIAGRAM (Seq. 1194 of 1525) Refer to ATTACHMENT 7-22. Remove this sheet in its entirety and replace with ATTACHMENT 8-4. Item 8-5: Addendum No. 7, Item 7-25: Plans, Sheet E-521, BIOREACTOR ELECTRICAL ROOM — POWER PLAN (Seq. 1210 of 1525) Refer to ATTACHMENT 7-25. Remove this sheet in its entirety and replace with ATTACHMENT 8-5. Item 8-6: Addendum No. 7, Item 7-27: Plans, Sheet E-523, BIOREACTOR ELECTRICAL ROOM — LIGHTING AND RECPTACLE PLAN (Seq. 1212 of 1525) Refer to ATTACHMENT 7-27. Add General Note 1 below: "1. ALL WALL PACK FIXTURES THIS SHEET ARE TYPE "H2." CIRCUIT THROUGH LCP-502." A-8 1 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-7: Addendum No. 7, Item 7-34: Plans, Sheet C-055, YARD PIPING PLAN E (Seq. 69 of 1525) Refer to ATTACHEMENT 7-33. Remove this sheet in its entirety and replace with ATTACHMENT 8-6. Highlights of the changes include: 1. Changed 3" and less piping to HDPE in lieu of PVC shown. 2. Modified vent piping on the RS headers to the bioreactor. Item 8-8: Addendum No. 7, Item 7-49: Specification, Section 0191 14 Equipment Testing and Facility Startup Refer to ATTACHEMENT 7-39. Refer to Section 3.06. B. Add "and pumping" after "trucking" in the first sentence. Item 8-9: Addendum No. 7, Item 7-67: Plans, Sheet S -G105, STRUCTURAL GENERAL NOTES V (Seq. 59 of 1525) Refer to ATTACHMENT 7-44. Remove this sheet in its entirety and replace with ATTACHMENT 8-7. Highlights of the changes include: 1. Added Main Entrance Gate Structure to Deferred Submittals. Item 8-10: Addendum No. 7, Item 7-100: Plans, Sheet S-719, OPERATIONS BUILDING ROOF FRAMING PLAN — AREA A2 (Seq. 815 of 1525) Refer to ATTACHMENT 7-68. Add General Note E below: "E. PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL — AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." A-8 2 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-11: Addendum No. 7, Item 7-127: Plans, Sheet E-544, BIOREACTOR LIGHTNING CONTACTOR SCHEMATICS (Seq. 1230C of 1525) Refer to ATTACHMENT 7-94. Remove this sheet in its entirety and replace with ATTACHMENT 8-8. Item 8-12: Addendum No. 6, Item 6-2: Plans, Sheet M-800, UV - TROJAN SIGNA UPPER PLAN (Seq. 874 of 1525) Refer to Note 13. Add "ONE OF THE TWO VENT DUCTS SHALL HAVE A DUCT EXTENSION DOWN INTO THE VAULT TO 6 INCHES ABOVE THE FINISHED FLOOR. VENT DUCT SHALL BE ATTACHED TO VAULT WALL PER DETAIL 4005-505." to the end. Item 8-13: Addendum No. 6, Item 6-3: Plans, Sheet S-801, UV — FOUNDATION PLAN (Seq. 887 of 1525) Refer to ATTACHMENT 6-1. Remove General note P in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL -AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." Item 8-14: Addendum No. 6, Item 6-8: Plans, Sheet E-1204, MCC -1200-1A AND MCC -1200-1B ONE -LINE DIAGRAM (Seq. 1330 of 1525) Refer to ATTACHMENT 6-6. Remove this sheet in its entirety and replace with ATTACHMENT 8-9. Item 8-15: Addendum No. 6, Item 6-9: Plans, Sheet E-1205, MCC -1200-1A ONE -LINE DIAGRAM (Seq. 1331 of 1525) Refer to ATTACHMENT 6-7. Remove this sheet in its entirety and replace with ATTACHMENT 8-10. Item 8-16: Addendum No. 6, Item 6-10: Plans, Sheet E-1206, MCC -1200-1B ONE -LINE DIAGRAM (Seq. 1332 of 1525) Refer to ATTACHMENT 6-8. Remove this sheet in its entirety and replace with ATTACHMENT 8-11. A-8 3 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-17: Addendum No. 6, Item 6-30: Plans, Sheet E-1201, SWBD-1200-1A AND SWBD-1200-1B ONE -LINE DIAGRAM (Seq. 1327 of 1525) Refer to ATTACHMENT 6-24. Remove this sheet in its entirety and replace with ATTACHMENT 8-12. Item 8-18: Addendum No. 6, Item 6-86: Plans, M-201, EQ and PFS OVERALL LOWER PLAN (Seq. 286 of 1525) Refer to Note 3. After the text "...USING TOP OF GRADE" add the following "ON THE SOUTH SIDE OF THE TANK". Item 8-19: Addendum No. 6, Item 6-90: Plans, Sheet M-211, EQ STG — LOWER PLAN (Seq. 295 of 1525) Refer to ATTACHMENT 6-51. Remove this sheet in its entirety and replace with ATTACHMENT 8-13. Highlights of the changes include: 1. Addition of 54/INF/DIP lint to south of tank with blind flange. Item 8-20: Addendum No. 6, Item 6-97: Plans, M-506, BIOREACTOR - COVERS AND INSTRUMENTATION PLAN AT ELEVATION 782.25 (Seq. 487 of 1525) Refer to Note 2. Add "PROVIDE STAINLESS STEEL LADDER UP BY BILCO OR APPROVED EQUAL AT ACCESS HATCH OVER THE LADDER." to the end. Refer to Note 3. Add "ONE OF THE TWO VENT DUCTS SHALL HAVE A DUCT EXTENSION DOWN INTO THE VAULT TO 6 INCHES ABOVE THE FINISHED FLOOR. VENT DUCT SHALL BE ATTACHED TO VAULT WALL PER DETAIL 4005-505." to the end. Item 8-21: Addendum No. 6, Item 6-98: Plans, M-510, BIOREACTOR TRAIN NO 1 & 2 AEROBIC, POST ANOXIC ZONES, MIXED LIQUOR CHANNEL — UPPER PLAN (Seq. 491 of 1525) Refer to Note 4. Add "PROVIDE STAINLESS STEEL LADDER UP BY BILCO OR APPROVED EQUAL AT ACCESS HATCH OVER THE LADDER." to the end. Refer to Note 5. Add "ONE OF THE TWO VENT DUCTS SHALL HAVE A DUCT EXTENSION DOWN INTO THE VAULT TO 6 INCHES ABOVE THE FINISHED FLOOR. VENT DUCT SHALL BE ATTACHED TO VAULT WALL PER DETAIL 4005-505." to the end. A-8 4 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-22: Addendum No. 6, Item 6-119: Plans, Sheet 5-803, UV ROOF PLAN (Seq. 889 of 1525) Refer to ATTACHMENT 6-63. Remove General note F in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL —AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." Item 8-23: Addendum No. 6, Item 6-162: Plans, Sheet E-720, OPERATIONS BUILDING CHEMICAL ROOM ENLARGED PLAN (Seq. 1274 of 1525) Refer to ATTACHMENT 6-102. Remove this sheet in its entirety and replace with ATTACHMENT 8-14. Item 8-24: Addendum No. 6, Item 6-174: Plans, Sheet E-790, MAIN OPERATIONS BUILDING ADMIN AREA POWER PLAN (Seq. 1293 of 1525) Refer to ATTACHMENT 6-114. Remove this sheet in its entirety and replace with ATTACHMENT 8-15. Item 8-25: Addendum No. 6, Item 6-175: Plans, Sheet E-791, MAIN OPERATIONS BUILDING ADMIN AREA LIGHTING AND RECEPTACLE PLAN (Seq. 1294 of 1525) Refer to ATTACHMENT 6-115. Remove this sheet in its entirety and replace with ATTACHMENT 8-16. Item 8-26: Addendum No. 6, Item 6-176: Plans, Sheet E-795, MAIN OPERATIONS BUILDING PANELBOARD SCHEDULES (Seq. 1297 of 1525) Refer to ATTACHMENT 6-116. Remove this sheet in its entirety and replace with ATTACHMENT 8-17. Item 8-27: Addendum No. 6, Item 6-177: Plans, Sheet E-809, UV STRUCTURE POWER AND CONTROLS PLAN (Seq. 1308 of 1525) Refer to ATTACHMENT 6-117. Remove this sheet in its entirety and replace with ATTACHMENT 8-18. Item 8-28: Addendum No. 6, Item 6-178: Plans, Sheet E-810, UV STRUCTURE LIGHTING AND RECEPTACLES PLAN (Seq. 1309 of 1525) Refer to ATTACHMENT 6-118. Remove this sheet in its entirety and replace with ATTACHMENT 8-19. A-8 5 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-29: Addendum No. 4, Item 4-74: Plans, Sheet S -601A, MEMBRANE TANKS — FOUNDATION PLAN (Seq. 636 of 1525) Refer to ATTACHMENT 4-25. Refer to General notes. Add to Note C.2: "Basin AL Covers 150 PSF" Remove General note L in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL —AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." Item 8-30: Addendum No. 4, Item 4-82: Plans, Sheet M-800, UV - TROJAN SIGNA UPPER PLAN (Seq. 874 of 1525) Refer to ATTACHEM ENT 4-28. Replace "2/SW/PVC" with "2/SW/HDPE". Item 8-31: Addendum No. 3, Item 3-59: Plans, Sheet M-309, OVERALL FLOOR PLAN (Seq. 398 of 1525) Refer to ATTACHEMENT 3-35. Replace "1.5/SW/PVC" with "1.5/SW/HDPE". Item 8-32: Addendum No. 3, Item 3-69: Plans, Sheet M-591, METAL SALT CROSS -LINKED HDPE TANK SECTION I (Seq. 584 of 1525) Refer to ATTACHMENT 3-38. Replace "2/V/PVC" with "2/V/HDPE". Item 8-33: Addendum No. 3, Item 3-72: Plans, Sheet M-596, SUPPLEMENTAL CARBON CROSS - LINKED HDPE TANK SECTION I (Seq. 587 of 1525) Refer to ATTACHMENT 3-41. Replace "2/V/PVC" with "2/V/HDPE". A-8 6 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-34: Addendum No. 3, Item 3-74: Plans, Sheet M-703, OPERATIONS BUILDING — PUMP ROOM PLAN (Seq. 772 of 1525) Refer to ATTACHMENT 3-43. Replace "0.75" PVC TEE WITH A PVC CAP (SEE NOTE 7)" with "0.75" HDPE TEE WITH AN HDPE CAP". Refer to "18" SWING ARM CHECK VALVE (TYP 6) 20 -CV -301-1" callout. Remove "A" indicating valve is supplied by manufacturer. Refer to "20 -CV -301-2" callout. Remove "A" indicating valve is supplied by manufacturer. Refer to "20 -CV -301-3" callout. Remove "A" indicating valve is supplied by manufacturer. Refer to "20 -CV -301-4" callout. Remove "A" indicating valve is supplied by manufacturer. Refer to "20 -CV -601A" callout. Remove "A" indicating valve is supplied by manufacturer. Refer to "20 -CV -601B" callout. Remove "A" indicating valve is supplied by manufacturer. Item 8-35: Addendum No. 3, Item 3-104: Plans, Sheet E-529, BIOREACTOR PP -501 ONE -LINE DIAGRAM (Seq. 1218 of 1525) Refer to ATTACHMENT 3-71. Add Keynote 2 to XFMR-501: "2. NEMA 4X, 316SS TENV DRY -TYPE TRANSFORMER." Item 8-36: Addendum No. 3, Item 3-105: Plans, Sheet E-530, BIOREACTOR PP -502 ONE -LINE DIAGRAM (Seq. 1219 of 1525) Refer to ATTACHMENT 3-72. Add Keynote 2 to XFMR-502: "2. NEMA 4X, 316SS TENV DRY -TYPE TRANSFORMER." Item 8-37: Addendum No. 3, Item 3-106: Plans, Sheet E-531, BIOREACTOR PP -503 ONE -LINE DIAGRAM (Seq. 1220 of 1525) Refer to ATTACHMENT 3-73. Add Keynote 2 to XFMR-503: "2. NEMA 4X, 316SS TENV DRY -TYPE TRANSFORMER." A-8 7 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-38: Addendum No. 3, Item 3-107: Plans, Sheet E-532, BIOREACTOR PP -504 ONE -LINE DIAGRAM (Seq. 1220 of 1525) Refer to ATTACHMENT 3-74. Replace transformer label "XFMR-502" with "XFMR-504." Add Keynote 2 to XFMR-504: "2. NEMA 4X, 316SS TENV DRY -TYPE TRANSFORMER." Item 8-39: Addendum No. 3, Item 3-120: Plans, Sheet E-802, UV AREA DUCTBANK SECTIONS (Seq. 1301 of 1525) Refer to ATTACHMENT 3-87. Remove this sheet in its entirety and replace with ATTACHMENT 8-20. Item 8-40: Addendum No. 3, Item 3-123: Plans, Sheet E-805, MCC-800-1A/B ELEVATION AND PANELBOARD SCHEDULES (Seq. 1304 of 1525) Refer to ATTACHMENT 3-90. Remove this sheet in its entirety and replace with ATTACHMENT 8-21. Item 8-41: Addendum No. 3, Item 3-124: Plans, Sheet E-806, UV ELECTRICAL BUILDING POWER AND GROUNDING PLAN (Seq. 1305 of 1525) Refer to ATTACHMENT 3-91. Remove this sheet in its entirety and replace with ATTACHMENT 8-22. Item 8-42: Addendum No. 3, Item 3-125: Plans, Sheet E-812, UV DISINFECTION AND POST AERATION PLC INTERFACE DIAGRAM - I (Seq. 1311 of 1525) Refer to ATTACHMENT 3-92. Remove this sheet in its entirety and replace with ATTACHMENT 8-23 Item 8-43: Addendum No. 3, Item 3-129: Plans, Sheet E-817, UV DISINFECTION RISER DIAGRAM (Seq. 1316 of 1525) Refer to ATTACHMENT 3-96. Remove this sheet in its entirety and replace with ATTACHMENT 8-24. A-8 8 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-44: Addendum No. 3, Item 3-160: Plans, Sheet 1-800, UV SYSTEM AND POST AERATION (Seq. 1491 of 1525) Refer to ATTACHMENT 3-126. Remove this sheet in its entirety and replace with ATTACHMENT 8-25 Highlights of the changes include: 1. Modifications to UV SCC. 2. Modifications to UV local control panel. Item 8-45: Addendum No. 2, Item 2-89: Plans, Sheet 1-1280, DEWATERED CAKE CONVEYOR SYSTEM P&ID (Seq. 1502 of 1525) Refer to ATTACHMENT 2-54. Remove this sheet in its entirety and replace with ATTACHMENT 8-26. Highlights of the changes include: 1. Modifications to screw conveyor. Item 8-46: Addendum No. 1, Item 1-17: Plans, Sheet G-015 PIPING MATERIAL AND PIPING NOTES (Seq. 15 of 1525) Refer to ATTACHMENT 1-3. In Row 42, change size from "1 to 16" to "4 to 16" Refer to Row 43. Change installation from "Exposed" to "Exposed, Buried" Add "Class IV" to embedment column Item 8-47: Addendum No. 1, Item 1-18: Plans, Sheet G -015A PIPING MATERIAL (Seq. 15A of 1525) Refer to ATTACHMENT 1-4. In Row 77, change size from "3 to 36" to "4 to 36" In Row 84, change size from "1 to 12" to "4 to 12" Refer to Row 85. Change installation from "Exposed" to "Exposed, Buried" Add "Class IV" to embedment column Refer to Row 88. Change Minimum Thickness Class/Rating from "SDR11" to "SDR17" A-8 9 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-47 Continued: Refer to Row 91. Change Minimum Thickness Class/Rating from "SDR11" to "SDR17" Item 8-48: Addendum No. 1, Item 1-49: Plans, Sheet A-348, EXTERIOR DOOR DETAILS (Seq. 357 of 1525) Refer to ATTACHMENT 1-27. Refer to Detail 1. Add note: "LOOSE STEEL LINTEL, BEARING MIN 8 -INCHES ON EACH JAMB; 316 STAINLESS STEEL — TYPICAL" Item 8-49: Addendum No. 1, Item 1-123: Plans, Sheet A-1157, PARTIAL FLOOR PLAN — GROUND LEVEL AREA B (Seq. 942 of 1525) Refer to ATTACHMENT 1-87. Refer to Mechanical Room 101. Change east and north partition pattern from "CMU pattern" to "concrete pattern." Delete "Keynote 004" callout and replace with "Keynote 001" callout. Refer to the poured concrete wall indicated on Sheet S-1202, tagged with Keynote 003 at Mechanical Room 101. Item 8-50: Addendum No. 1, Item 1-179: Plans, Sheet 1-020, PCS FIBER OPTIC ROUTING PLAN (Seq. 1437 of 1525) Refer to ATTACHMENT 1-143. Remove this sheet in its entirety and replace with ATTACHMENT 8-27. Highlights of the changes include: 1. Addition of Note 2. Item 8-51: Addendum No. 1, Item 1-180: Plans, Sheet 1-040, PERIMETER FENCE FIBER INSTRUSION LAYOUT (Seq. 1438 of 1525) Refer to ATTACHMENT 1-144. Remove this sheet in its entirety and replace with ATTACHMENT 8-28. Highlights of the changes include: 1. Revision to FOC loop. A-8 10 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-52: Addendum No. 1, Item 1-181: Plans, Sheet 1-050, SECURITY NETWORK ARCHITECTURE DIAGRAM (Seq. 1439 of 1525) Refer to ATTACHMENT 1-145. Remove this sheet in its entirety and replace with ATTACHMENT 8-29 Highlights of the changes include: 1. Addition of Note 9. 2. Revision to cameras near main entrance security gate. 3. Revision to FOC-SEC2A 12 -Strand. Item 8-53: Addendum No. 1, Item 1-181: Plans, Sheet 1-051, SECURITY FIBER OPTIC ROUTING PLAN (Seq. 1440 of 1525) Refer to ATTACHMENT 1-146. Remove this sheet in its entirety and replace with ATTACHMENT 8-30. Highlights of the changes include: 1. Addition of FOPP5 and FOPP6. 2. Addition of FOC-SEC2A. 3. Addition of FOC-SEC4:5. 4. Addition of Note 2. Item 8-54: Specification Section 00 01 10 Table of Contents Refer to DIVISION 13. Add "13 21 50 LABORATORY ENVIRONMENTAL CONTROLLED CHAMBERS AND ROOMS" Item 8-55: Specification Section 00 73 00 Supplementary Conditions Refer to article SC -6.09C. Revise Date for Floodplain Development permit from "9/1/2026" to "5/8/2026" Revise Date for Driveway Access permit from "9/1/2026" to "6/29/2026" Revise Date for Tree Removal Permit from "9/1/2026" to "5/8/2026" Revise Date for Radio Communication Tower permit from "9/1/2026" to "5/20/2026" Item 8-56: Specification Section 0150 00 Temporary Facilities and Controls Refer to paragraph 3.02 D. 1. Delete the sentence "Owner will pay for water used during construction." and replace with the following: A-8 11 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B "Contractor will pay for water used for trailer and for construction activities throughout the project. Owner will pay for water used for commissioning and startup activities." Item 8-57: Specification Section 01 75 01 Equipment Factory Acceptance Testing Refer to paragraph 1.02. Remove Items C, D, E, F, G, and H and replace with the following: "C. Refer to Section 01 91 14 Equipment Testing and Facility Startup for the following items: 1. Commissioning Requirements and Sequence 2. Equipment Startup Form 3. Clean Water Functional Test 4. Clean Water Performance Test 5. Facility Performance Demonstration" Refer to paragraph 1.03.F. Replace "Section 01 75 00, Commissioning Requirements and Sequence" with "01 91 14 Equipment Testing and Facility Startup." Replace "01 75 02, Equipment Checkout and Startup" with "Equipment Startup Form in Section 01 91 14." Refer to paragraph 3.02.A.4. Replace "01 75 02 Equipment Startup and Checkout" with "Equipment Startup Form in Section 01 91 14." Refer to paragraph 3.04.A. Replace "Section 01 75 00, Commissioning Requirements and Sequence" with "01 91 14 Equipment Testing and Facility Startup." Item 8-58: Specification Section 05 3100 Steel Decking Refer to paragraph 2.01. Add item D below: "D. Contractor shall coordinate with manufacturer for shoring and unshoring requirements." Item 8-59: Specification Section 07 40 00 Roofing and Siding Panels Refer to paragraph 1.01.B. Add "and RT-04" to end of sentence, after "RT-03". Refer to paragraph 1.01.C. Remove "WT -01 and" from item. Add "WT -04, and WT -08" to end of sentence after WT -02. A-8 12 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals Refer to paragraph 2.01.D. Add "WT -04" to end of sentence after WT -02. Item 8-59 Continued: Refer to paragraph 2.01.E. Replace "WT -3" with "WT -08." ADDENDUM NO. 8 ATTACHMENT B Item 8-60: Specification Section 13 21 50 Laboratory Environmental Controlled Chambers and Rooms This specification is issued in its entirety as ATTACHMENT 8-31. Item 8-61: Specification Section 26 12 19 Pad Mounted Transformers Refer to paragraph 1.03. Add Item I below. "I. Seismic anchorage and bracing drawings, calculations, and cut sheets, as required by Section 01 88 15, Anchorage and Bracing." Item 8-62: Specification Section 2613 13 Medium Voltage Metal -Clad Switchgear Refer to paragraph 1.03. Add Item M below. "M. Seismic anchorage and bracing drawings, calculations, and cut sheets, as required by Section 01 88 15, Anchorage and Bracing." Item 8-63: Specification Section 26 22 13 Distribution Dry -Type Transformers Refer to paragraph 1.03. Add Item H below. "H. Seismic anchorage and bracing drawings, calculations, and cut sheets, as required by Section 01 88 15, Anchorage and Bracing." Item 8-64: Specification Section 26 24 13 Low Voltage Distribution Switchboards Refer to paragraph 1.03. Add Item M below. "M. Seismic anchorage and bracing drawings, calculations, and cut sheets, as required by Section 01 88 15, Anchorage and Bracing." Refer to paragraph 2.03.G. Add Item 7 below. "7. 4 wire switchboards with two sources shall be provided with a modified differential ground fault protection scheme for accurate ground fault detection." A-8 13 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-65: Specification Section 26 24 19 Low Voltage Motor Control Centers Refer to paragraph 1.03. Add Item O below. "O. Seismic anchorage and bracing drawings, calculations, and cut sheets, as required by Section 01 88 15, Anchorage and Bracing." Refer to paragraph 2.07.G. Add Item 5 below. "5. 4 wire switchboards with two sources shall be provided with a modified differential ground fault protection scheme for accurate ground fault detection." Item 8-66: Specification Section 26 29 23 Low Voltage Variable Frequency Drives Refer to paragraph 1.03. Add Item P below. "P. Seismic anchorage and bracing drawings, calculations, and cut sheets, as required by Section 01 88 15, Anchorage and Bracing." Item 8-67: Specification Section 26 32 13 Engine Generator Set Refer to paragraph 1.03. Add Item P below. "P. Seismic anchorage and bracing drawings, calculations, and cut sheets, as required by Section 01 88 15, Anchorage and Bracing." Item 8-68: Specification Section 26 33 54 3 -Phase Uninterruptible Power Supply Refer to paragraph 1.01.A. Add Items 1— 3 below. "1. UPS0300: 10 I<VA 2. UPS -700: 30 KVA 3. UPS -1200: 10 I<VA" Refer to paragraph 2.02.D.1. remove this paragraph in its entirety and replace with the following: "1. Voltage: Input/Output voltage specifications of the UPS shall be: a. Rectifier AC Input: 208V, three-phase, four -wire -plus -ground b. Bypass AC Input: 208V, three-phase, four -wire -plus -ground c. AC Output: 208V, three-phase, four -wire -plus -ground" Refer to paragraph 2.05.E.4.g. Remove Item g in its entirety and replace with the following: "g. Size to support the rated kW load for 30 minutes." Item 8-69: Specification Section 26 36 23 Low Voltage Enclosed Automatic Transfer Switches (ATS) Refer to paragraph 1.03. Add Item M below. "M. Seismic anchorage and bracing drawings, calculations, and cut sheets, as required by Section 01 88 15, Anchorage and Bracing." A-8 14 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-70: Specification Section 33 16 13.15 Prestressed Concrete Tank with Steel Diaphragm Refer to paragraph 1.03.C. In item j.1) , delete "1,875" and replace with "11,140". In item j.2)a), delete "1,875" and replace with "11,140". Add item m. "m. Maximum Fill (for 30 MGD phase): 11,140 cfm for the Equalization Basin and 11,140 cfm for the Peak Flow Storage Basin." Add item n. "n. Draw Down Rate (for 30 MGD phase): 11,140 cfm for the Equalization Basin and 11,140 cfm for the Peak Flow Storage Basin." Refer to paragraph 2.01.1. Add item 3 as follows: "3. Decorative Wall Coating a. Provide City logo on exterior of tank wall in accordance with Standard Details. City shall select orientation and location of logo during submittal phase." Refer to paragraph 3.01.B.2. Replace "3 feet minimum" with "4 feet minimum" in two places. Refer to paragraph 3.02.D.10.e. Replace "at the expense of the Owner" with "at the expense of the Contractor." Item 8-71: Specification Section 40 05 05 Piping System, Basic Materials and Methods Refer to paragraph 2.05.F.8. Delete "or any listed Manufacturer as per City of Round Rock Standard Products list (SPL-WT-105)" Item 8-72: Specification Section 40 05 33 High Density Polyethylene (HDPE) Process Pipe Refer to paragraph 2.01.C.5. Add "Process" to the beginning of the sentence. Refer to paragraph 2.01.C.6. Add "Process" to the beginning of the sentence. Add ", and foul air piping" between "diameter" and "shall". Item 8-73: Specification Section 40 4616 Protective Liquid Linings and Coating for Substrates Exposed to a Corrosive Wastewater Environment Refer to paragraph 2.01, Table 1. Refer to the EQ and Peak Flow Tanks row. Add "floors," after "internal walls". A-8 15 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-74: Specification Section 43 22 56.01 Submersible Mixers Refer to paragraph 1.03.A. Add the following in its entirety: "5. COMPUTATIONAL FLUID DYNAMIC (CFD) MODEL OF MIXING IN ONE FERMENTER ZONE, ANAEROBIC ZONE, PRE ANOXIC ZONE, POST ANOXIC ZONE, AND ALL RS WETWELL COMPARTMENTS, AS DESIGNATED IN THE DRAWINGS, TO ASSIST ENGINEER IN EXACT LOCATION OF MIXER WITHIN THE BASIN TO PROVIDE OPTIMAL MIXING." Refer to paragraph 1.04.A. Add the following to the beginning of the paragraph: "THE WASTEWATER WILL CONSIST OF MIXED LIQUOR ACTIVATED SLUDGE THAT CAN HAVE A SOLIDS CONCENTRATION AS HIGH AS 10,000 MG/L IN THE BIOREACTORS AND 12,000 MG/L IN THE RS WETWELL." Delete the second sentence in its entirety and replace with the following: "If field performance testing demonstrates that the mixer system does not satisfy the acceptance criteria specified in Part 3 — Field Performance Testing and Acceptance, the Contractor shall furnish additional mixers, larger mixers, alternative mixer configurations, or other modifications necessary to achieve compliance at no additional cost to the Owner." Refer to paragraph 3.03.B. Remove this paragraph in its entirety and replace with the following: "B. Acceptance Criteria for Submersible Mixers (1) The mixer system shall successfully complete a Performance Test under actual process conditions. The Performance Test shall demonstrate compliance with all of the following requirements: (a) Mixing Performance (i) The mixer system shall maintain all settleable solids in suspension throughout the active basin volume during normal operating conditions. (ii) After a minimum of four (4) hours of continuous mixer operation with no aeration contribution to mixing, samples collected at a minimum of five (5) locations and three (3) depths within each zone, including near the floor, at the basin midpoint, and near the water surface, shall not vary by more than ten (10) percent from the arithmetic average Mixed Liquor Suspended Solids (MLSS) concentration of all samples collected. (iii) Visual observation using a Sludge Judge shall confirm the absence of persistent sludge deposits greater than 2 inches in depth on the basin floor. Any accumulation exceeding this limit shall constitute a failed test. (iv) No dead zones based on observation of water/solids separation or areas exhibiting prolonged solids deposition as determined by the Engineer using a Sludge Judge shall be permitted. A-8 16 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-74 Continued: (b) Hydraulic Performance (i) The installed mixer shall be the model submitted and approved. (ii) Measured operating current at field conditions shall not exceed the manufacturer's published full -load current by more than ten (10) percent. (c) Mechanical Performance (i) Mixers shall operate continuously for thirty (30) consecutive days without: 1. Unscheduled shutdowns. 2. Mechanical seal failures. 3. Bearing failure. 4. Excessive vibration. 5. Excessive noise. 6. Thermal overload trips. (ii) Vibration measured at accessible mounting points shall not exceed the manufacturer's recommended limits. (d) Seal Integrity (i) Seal leakage detection devices shall remain in a non -alarm condition throughout the performance test period. (ii) There shall be no visible oil leakage and no water intrusion into motor or seal chambers as verified by the manufacturer's inspection following completion of the performance test. (iii) Activation of any moisture intrusion alarm shall constitute a failed performance test. (e) Controls and Alarms (i) Demonstrate proper operation of all controls, interlocks, status signals, and alarms. (ii) Each alarm, shutdown, and restart function shall be successfully demonstrated three (3) consecutive times without malfunction. (iii) Variable -frequency -drive -operated mixers shall successfully operate throughout the specified speed range, including minimum turndown conditions, without nuisance trips, instability, or overheating. (f) Performance Test Failure (i) The mixer system shall be considered to have failed the Performance Test if any of the following occur: 1. Failure to meet any acceptance criterion specified herein including mixing performance homogeneity, hydraulic performance, mechanical performance, seal integrity, or controls and alarms. 2. Formation of solids accumulations exceeding the limits specified herein. 3. Any equipment shutdown caused by mixer, motor, seal, bearing, controls, instrumentation, or VFD malfunction. 4. Activation of moisture, seal -failure, overload, or thermal -protection alarms not attributed to operator error. 5. Inability to successfully complete the required continuous operating period. A-8 17 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-74 Continued: (ii) If the equipment fails the Performance Test, the Contractor shall modify, repair, or replace equipment as required and repeat the Performance Test at no additional cost to the Owner." Add item C below: "C. Performance Test (1) Performance Test shall be run with wastewater under normal operating conditions. If equipment fails before 30 days, then MANUFACTURER shall correct problems at their own expense and restart the 30 -day Performance Test. MANUFACTURER and CONTRACTOR are responsible for equipment operation during the 30 -day Performance Test. MANUFACTURER shall perform initial training at the end of the 30 -day Performance Test for OWNER's representative. Training shall be with a draft of the full Operation and Maintenance Manuals. Upon completion of Performance Test and Training, the OWNER shall consider that equipment substantially complete and start the warranty period." Refer to Table 1: Submersible Mixer Design Parameters located after End of Section. Revise "Table 1" to "Table 4" Refer to Table 2: Pump Design Parameters located after End of Section. Revise "Table 2" to "Table 5" A-8 18 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-75: Specification Section 44 31 11 Biological Tower -Type Odor Control System Refer to paragraph 2.02.A.1. Remove Table 1 in its entirety and replace with the following: Table 1: Performance and Design Requirements Foul Air Parameters OCS 1 OCS 2 OCS 3 Tag No. ODC01-T01-BIS01 ODC02-T01-BIS01 ODC03-T01-BIS01 Foul Air Flow Rate 16,000 cfm 16,000 cfm 16,000 cfm Average Inlet Hydrogen Sulfide Concentration Range 160 ppm 160 ppm 160 ppm Inlet Hydrogen Sulfide Concentration Transient Peak 900 ppm 900 ppm 900 ppm Other Inlet Odorants' Ammonia 5 ppm 5 ppm 1.4-9.3 ppm Mercaptans Negligible 0.15 ppm 5 ppm Other Organic Sulfide Compounds Negligible 0.30 ppm 0.01-0.40 ppm Amines, as trimethylamine Negligible 0.02 ppm 0.10 ppm Ambient Air Temperature 0-120°F Empty Bed Residence Time (EBRT) 15 seconds (minimum) Maximum Pressure Drop (from inlet to outlet flanges) 6.0 inches w.c. (maximum) 1) For Other Inlet Odorants, typical municipal sludge odor concentrations associated with centrifuge dewatering for the parameters to be tested. Refer to paragraph 2.03.A.3. Delete Item 3 in its entirety and replace with: "3. Provide biological tower -type vessels that operates using biological processes and do not utilize carbon within the biological vessels for meeting the specified H2S and odor unit removal performance." Refer to paragraph 2.03.G.3 Delete the text "to the top of the system" and replace with "and shall be valved and controlled as required by the Manufacturer. Equipment Supplier/Manufacturer shall coordinate with CONTRACTOR regarding irrigation system requirements that go beyond the minimum requirements reflected herein and on the drawings." A-8 19 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-76: Specification Section 44 3116 Carbon Adsorber Odor Control System Refer to paragraph 2.02.A.1. Remove Table 1 in its entirety and replace with the following: Table 1: Performance and Design Requirements Foul Air Parameters OCS 1 OCS 2 OCS 3 Tag No. ODC01-T01-CSC01 ODC02-T01-CSC01 ODC03-T01-CSC01 Foul Air Flow Rate 16,000 cfm 16,000 cfm 16,000 cfm Average Inlet Hydrogen Sulfide Concentration Range 1.2 ppm 1.2 ppm 0.2 ppm Inlet Hydrogen Sulfide Concentration Transient Peak 3.6 ppm 3.6 ppm 1 ppm Other Inlet Odorants' Ammonia 5 ppm 5 ppm 1.4-9.3 ppm Mercaptans Negligible 0.15 ppm 5 ppm Other Organic Sulfide Compounds Negligible 0.30 ppm 0.01-0.40 ppm Amines Negligible Use typical industry values Use typical industry values Ambient Air Temperature 0-120°F Empty Bed Residence Time (EBRT) 3 seconds (minimum) Maximum Pressure Drop (from inlet to outlet flanges) 4.0 inches w.c. (maximum) 1) For Other Inlet Odorants, typical municipal sludge odor concentrations associated with centrifuge dewatering for the parameters to be tested. Refer to paragraph 2.03.D.1. Delete Item 1 in its entirety and replace with: "1. Media shall be virgin, single -use, bituminous activated carbon or granular coconut shell -based activated carbon, manufactured in the United States, which will adsorb hydrogen sulfide and other odorants listed in Table 1 of this Section." Item 8-77: Specification Section 44 4219.04 Rotary Positive Displacement Blower Refer to paragraph 1.05.G. Replace design capacity, scfm "1,800" with "2,069" Replace design capacity, icfm "2,107" with "2,422" Replace shaft brake horsepower, BHP "113" with "142" Refer to paragraph 2.02.B.2. Revise Motor Horsepower from "125 HP" to "150 HP" Item 8-78: Specification Section 46 5121 Aeration Systems, Coarse -Bubble Membrane Diffusers Refer to paragraph 1.04.A, Table 1. Replace Number of Diffusers per tank (minimum) "338" with "414" Replace Air Supply per Zone, SCFM Average "1,800" with "2,069" A-8 20 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-79: Specification, Appendix V City Obtained Permits Add the Approved Driveway Permit in its entirety as ATTACHMENT 8-32. Item 8-80: Plans, Sheet G-003, INDEX TO DRAWINGS VOLUME I (Seq. 3 of 1525) Revise the following sheet names: "80. YARD PIPING PROFILE -48" RS BETWEEN RS PS AND BIOREACTORS, 72" ML BETWEEN BIOREACTORS AND MEMBRANES" shall be replaced with "80. YARD PIPING PROFILE - 54" TO 48" RS BETWEEN RS PS AND BIOREACTORS, 72" ML BETWEEN BIOREACTORS AND MEMBRANES" Add the following sheet name and number: "54A. A-050 MAIN ENTRANCE." Item 8-81: Plans, Sheet G-005, INDEX TO DRAWINGS VOLUME III (Seq. 5 of 1525) Revise the following sheet names: "604. S-590 METAL SALT TANK FOUNDATION PLAN" to "604. S-590 FERRIC SULFATE TANK FOUNDATION PLAN." "605. S-591 METAL SALT TANK FRAMING PLAN" to "605. S-591 FERRIC SULFATE TANK FOUNDATION PLAN." Item 8-82: Plans, Sheet G-008, INDEX TO DRAWINGS VOLUME VI (Seq. 8 of 1525) Add the following sheet names and numbers: "1249A. E-609 DUCTBANI< SCHEDULES 1294A. E-792 OPERATIONS BUILDING —SERVER ROOM ENLARGED PLAN" Item 8-83: Plans, Sheet G-036, VALVE INDEX VI (Seq. 36 of 1525) Revise the following sheet names: Refer to valve 20 -CV -301-1. Change supplied by from "Manufacturer" to "GC." Refer to valve 20 -CV -301-2. Change supplied by from "Manufacturer" to "GC." Refer to valve 20 -CV -301-3. Change supplied by from "Manufacturer" to "GC." Refer to valve 20 -CV -301-4. Change supplied by from "Manufacturer" to "GC." Refer to valve 20 -CV -601A. Change supplied by from "Manufacturer" to "GC." Refer to valve 20 -CV -601B. Change supplied by from "Manufacturer" to "GC." A-8 21 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-84: Plans, Sheet G-049, LANDSCAPE SCHEDULES AND NOTES (Seq. 43 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-33. Highlights of the changes include: 1. Revision to quantity in plant and material schedule. Item 8-85: Plans, Sheet G-050, LANDSCAPE PLANTING PLAN — 1 OF 4 (Seq. 44 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-34. Highlights of the changes include: 1. Revision to trees required along entrance road and by entrance gate. Item 8-86: Plans, Sheet G-055, LANDSCAPE IRRIGATION PLAN — 1 OF 4 (Seq. 49 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-35. Highlights of the changes include: 1. Revision to irrigation along entrance road and by entrance gate. Item 8-87: Plans, Sheet A-050, MAIN ENTRANCE (Seq. 54A of 1525) Sheet A-050 is issued in entirety as ATTACHMENT 8-36. Item 8-88: Plans, Sheet C-052, EQ AND PFS PUMP VAULTS — YARD PIPING PLAN B (Seq. 66 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-37. Highlights of the changes include: 1. Added the existing meter box for the existing PW line. 2. Added the 42/RW line. Item 8-89: Plans, Sheet C-074, YARD PIPING PROFILE — 54" TO 48" RS BETWEEN RS PS AND BIOREACTORS, 72" ML BETWEEN BIOREACTORS AND MEMBRANES (Seq. 80 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-38. Highlights of the changes include: 1. Revised profile of 54 IN TO 48 IN RS BETWEEN RS PS AND BRBs. Item 8-90: Plans, Sheet C-075, 42" SE BETWEEN OPERATIONS BUILDING AND UV (Seq. 81 of 1525) Refer to 2/SW/PVC callouts. Replace "PVC" with "HDPE". A-8 22 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-91: Plans, Sheet C-079, 36" D HEADER TO RETURN FLOW PS (Seq. 85 of 1525) Refer to 2/PW/PVC callouts. Replace "PVC" with "HDPE" Refer to 2/SW/PVC callouts. Replace "PVC" with "HDPE" Item 8-92: Plans, Sheet C-082, 6 IN FROM UV TO MAIN DRAIN HEADER 8 IN FROM OCS 3 TO MAIN DRAIN HEADER (Seq. 88 of 1525) Refer 2/PW/PVC callout. Replace "PVC" with "HDPE". Item 8-93: Plans, Sheet C-097, YARD PIPING COORDINATE TABLE PLAN I (Seq. 97 of 1525) Add LOCATION No. 6 below: 6 I PW 112 1785.44 16951281.874 12267918.482 I CROSSING I 42/RAW WATER FL = 773.29 I Refer to LOCATION No. 14. Remove FITTING CONNECTION OR COMMENT "16"X12" REDUCER AND" Refer to LOCATION No. 15. Replace NOM ID "12" with "16" Replace FITTING CONNECTION OR COMMENT "TEE" with "16"X12" REDUCING TEE" Refer to LOCATION No. 995. Replace INVERT ELEVATION "772.15" with "770.54" Add LOCATION No. 1013 below: 1013 RS 48 743.98 6950566.62 2267109.76 VERTICAL 45 -DEG BEND Refer to LOCATION No. 1014 Replace NORTHING "6950559.3409" with "6950549.77" Replace EASTING "2267109.7612" with "2267109.76" Refer to LOCATION No. 1017. Replace INVERT ELEVATION "754.40" with "744.00" Refer to LOCATION No. 1018. Replace INVERT ELEVATION "748.95" with "754.75" A-8 23 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-93 Continued: Refer to LOCATION No. 1019. Replace INVERT ELEVATION "748.96" with "754.75" Refer to LOCATION No. 1020. Replace INVERT ELEVATION "748.96" with "754.75" Refer to LOCATION No. 1023. Replace INVERT ELEVATION "749.00" with "754.75" Refer to LOCATION No. 1024. Replace INVERT ELEVATION "749.00" with "754.75" Refer to LOCATION No. 1025. Replace INVERT ELEVATION "749.01" with "754.75" Refer to LOCATION No. 1026. Replace INVERT ELEVATION "749.03" with "754.75" Refer to LOCATION No. 1027. Replace INVERT ELEVATION "749.04" with "754.75" Refer to LOCATION No. 1028. Replace INVERT ELEVATION "749.04" with "754.75" Refer to LOCATION No. 1031. Replace INVERT ELEVATION "749.08" with "754.75" Refer to LOCATION No. 1032. Replace INVERT ELEVATION "749.09" with "754.75" Refer to LOCATION No. 1033. Replace INVERT ELEVATION "749.09" with "754.75" Item 8-94: Plans, Sheet C-1907, CIVIL STANDARD DETAILS VII (Seq. 182A of 1525) Add detail 3000-198 in its entirety. Refer to ATTACHMENT 8-39. Add detail 3000-199 in its entirety. Refer to ATTACHMENT 8-40. A-8 24 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-95: Plans, Sheet M-200, EQ & PFS OVERALL UPPER PLAN (Seq. 285 of 1525) Refer to Note 8. Add "IN ACCORDANCE WITH SPECIFICATION SECTION 33 16 13.15." to the end of the first sentence. Add the following note: "18. TANKS SHALL HAVE A MINIMUM FREEBOARD OF 1 FOOT ABOVE THE OVERFLOW WSEL. TANK MANUFACTURER SHALL MODIFY THE TANK DESIGNS AS NEEDED TO ACHIEVE 1 FOOT FREEBOARD." Item 8-96: Plans, Sheet M-202, EQ AND PFS PUMP VAULTS — UPPER PLAN (Seq. 287 of 1525) Refer to callout "36" x 36" HATCH FOR CHOPPER PUMP (TYP 3 PER TANK)" Add "304SS" after "36". Item 8-97: Plans, Sheet M-205, EQ & PFS PUMP VAULTS - SECTIONS II (Seq. 290 of 1525) Refer to callout "84" x 84" ACCESS HATCH (TYP 3 PER VAULT)" Add "304SS" after "84". Item 8-98: Plans, Sheet S-208, EQ AND PFS ENLARGED VALVE VAULTS 1 & 2 PLANS AND SECTIONS (Seq. 322 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-41. Highlights of the changes include: 1. Revision to Keynote 030. Item 8-99: Plans, Sheet S-209, EQ AND PFS ENLARGED VALVE VAULTS 3 PLANS AND SECTIONS (Seq. 323 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-42. Highlights of the changes include: 1. Modifications to hatch and ladders. Item 8-100: Plans, Sheet S-212, EQ AND PFS DETAILS (Seq. 326 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-43. Highlights of the changes include: 1. Revision to fire stopping on Detail 4. A-8 25 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-101: Plans, Sheet A-343, DETAILS (Seq. 352 of 1525) Remove Keynote 310 in its entirety and replace with: "8 -INCH DIAMETER CONTINUOUS, PERFORATED DRAIN TILE IN GEO-TEXTILE FABRIC WRAP, TYPICAL. EXTEND TO DAYLIGHT." Refer to Detail 1: Add the following note under Detail 1: "NOTE: FOR THE 8 -INCH DRAIN TILE USE PERFORATED POLYETHYLENE (PE) PIPE AND FITTINGS PER: NPS8:ASTM F667:AASHTO M252, TYPE CP OR AASHTO M 294 TYPE CP; CORRUGATED; FOR COUPLED JOINTS. FOR THE GEO_TEXTILE FABRIC USE FILET FABRIC OF PP OR POLYESTER FIBERS OR COMBINATION OF BOTH, WITH FLOW RATE RANGE FROM 110 TO 330 GPM/SQ. FT. WHEN TESTED IN ACCORDANCE WITH ASTM D4491. STRUCTURE TYPE: NONWOVEN, NEEDLE -PUNCHED CONTINUOUS FILAMENT. SURVIVABILITY: AASHTO M 288 CLASS 2. STYLE: FLAT OR SOCK" Item 8-102: Plans, Sheet M-300, OVERALL FLOOR PLAN (Seq. 389 of 1525) Refer to instances of 1.5/SW/PVC. Replace with "1.5/SW/HDPE". Item 8-103: Plans, Sheet M-304, FINE SCREEN DETAILED PLAN (Seq. 393 of 1525) Refer to instances of 1/SW/PVC. Replace with "1.5/SW/HDPE". Item 8-104: Plans, Sheet S-302, PTU AREA A UPPER FOUNDATION PLAN (Seq. 409 of 1525) Add note pointing to the end wall across the end of each fine screen channel below. "T/CONC KNEE WALL = 782.17" Item 8-105: Plans, Sheet M-500, DISTRIBUTION BOX UPPER PLAN (Seq. 481 of 1525) Refer to callout "3'-0" x 3'-0" ACCESS HATCH (RE: STRUCTURAL)" Replace with "2'-0" x 2'-0" ACCESS HATCH (RE: STRUCTURAL)" Item 8-106: Plans, Sheet M-506, BIOREACTOR — COVERS AND INSTRUMENTATION PLAN AT ELEVATION 782.25 — SECTION VII (Seq. 487 of 1525) Refer to callout "2'-6" x 2'-6" ACCESS HATCH BILCO MODEL NO. J-2AL OR ENGINEER APPROVED EQUAL (TYP 32 FOR VALVE VAUL)" Remove "MODEL NO. J-2AL." A-8 26 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-107: Plans, Sheet M-510, BIOREACTOR TRAIN NO 1 & 2 AEROBIC, POST ANOXIC ZONES, MIXED LIQUOR CHANNEL — UPPER PLAN (Seq. 491 of 1525) Refer to callout "60" x 60" ACCESS HATCH BILCO MODEL NO. JD-4ALH2O OR ENGINEER APPROVED EQUAL (SEE NOTE 2)". Remove "MODEL NO. JD-4ALH2O." Refer to callout "2'-6" x 2'-6" ACCESS HATCH BILCO MODEL NO. J-2AL OR ENGINEER APPROVED EQUAL (SEE NOTE 2)". Remove "MODEL NO. J-2AL." Item 8-108: Plans, Sheet M-570, SWS PUMP STATION - PLAN (Seq. 505 of 1525) Refer to instances of 3/D/PVC. Replace with "3/D/HDPE". Item 8-109: Plans, Sheet S-500, BIOREACTOR — FOUNDATION PLAN (Seq. 512 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-44. Highlights of the changes include: 1. Revision to general note C.2. regarding basin aluminum cover loads. Item 8-110: Plans, Sheet S-510, BIOREACTOR ROOF PLAN (Seq. 522 of 1525) Remove General note A in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL -AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." Item 8-111: Plans, Sheet M-580, CHEMICAL FEED ROOM — PLAN VIEW (Seq. 579 of 1525) Refer to 2/SW/PVC. Replace with "2/SW/HDPE". Item 8-112: Plans, Sheet S-590, FERRIC SULFATE TANK — FOUNDATION PLAN (Seq. 604 of 1525) Remove General note I in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL -AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." A-8 27 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-113: Plans, Sheet 5-591, FERRIC SULFATE TANK — FRAMING PLAN (Seq. 605 of 1525) Remove General note A in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL —AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." Item 8-114: Plans, Sheet S-595, MICRO C TANK — FOUNDATION PLAN (Seq. 609 of 1525) Remove General note I in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL —AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." Item 8-115: Plans, Sheet M-607, MEMBRANE DETAILS (Seq. 627 of 1525) Refer to Note 2. Add "CONTRACTOR SHALL FURNISH AND INSTALL DEFLECTOR PLATE." to the beginning of the note. Item 8-116: Plans, Sheet M-650, RS AND WS PUMP STATION — UPPER PLAN (Seq. 628 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-45. Highlights of the changes include: 1. Modified vent piping on the two RS headers. Item 8-117: Plans, Sheet S-602, MEMBRANE TANKS — ROOF PLAN (Seq. 638 of 1525) Remove General note B in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL -AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." Item 8-118: Plans, Sheet S-650, RS/WS PUMP STATION — FOUNDATION PLAN (Seq. 645 of 1525) Remove General note I in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL -AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." A-8 28 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-119: Plans, Sheet S-653, RS/WS PUMP STATION — ROOF PLAN (Seq. 648 of 1525) Remove General note C in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL —AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." Item 8-120: Plans, Sheet A-701, LIFE STAFETY LOWER LEVEL (Seq. 669 of 1525) Refer to Occupancy Classification Schedule and Overall Life Safety Floor Plan Room 110 "SODIUM" is revised to "SODIUM HYPOCHLORITE" Room 111 "CITRIC" is revised to "CITRIC ACID" Item 8-121: Plans, Sheet A-742, ENLARGED FLOOR PLANS -LAB (Seq. 706 of 1525) Refer to Enlarged Floor Plan Lab. Delete keynotes 414 from both the lab countertops. Delete keynote 414 from the keynotes list. Item 8-122: Plans, Sheet H-781, OPERATIONS BUILDING OUTSIDE AIR WEATHER STATION AND GAS METER (Seq. 765 of 1525) Remove the Gas Meter Control Diagram and Sequence. Item 8-123: Plans, Sheet M-706, OPERATIONS BUILDING — SECTIONS I (Seq. 775 of 1525) Refer to "18" SWING ARM CHECK VALVE (TYP PER PUMP) 20 -CV -301-1" callout. Remove "A" indicating valve is supplied by manufacturer. Item 8-124: Plans, Sheet M-710, OPERATIONS BUILDING — SECTIONS V (Seq. 779 of 1525) Refer to Section G. Refer to "18" SWING ARM CHECK VALVE (TYP 2) 20 -CV -601B" callout. Remove "A" indicating valve is supplied by manufacturer. Refer to "20 -CV -601A" callout. Remove "A" indicating valve is supplied by manufacturer. Item 8-125: Plans, Sheet M-711, OPERATIONS BUILDING — SECTIONS VI (Seq. 780 of 1525) Refer to Section H. Refer to "18" SWING ARM CHECK VALVE (TYP) 20 -CV -301-4" callout. Remove "A" indicating valve is supplied by manufacturer. Refer to Section I. Refer to "18" SWING ARM CHECI< VALVE (TYP PER BACKPULSE PUMP) 20 -CV -601A (20 -CV -601B FOR BACKPULSE PUMP 2)" callout. Remove "A" indicating valve is supplied by manufacturer. A-8 29 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-126: Plans, Sheet 3D-1100, SLUDGE HOLDING TANKS 3D AREA VIEW (Seq. 914 of 1525) Refer to Design Parameters table. Replace Air Demand, High WSE from "1,800 scfm" with "2,069 scfm" in both columns. Item 8-127: Plans, Sheet A-1171, SOLIDS BUILDING — ENLARGED FLOOR PLAN (Seq. 949 of 1525) Refer to Enlarged Floor Plan — Restrooms. Copy and mirror the interior elevation tag shown in Room 102 to Room 103. The elements indicated in the referenced interior elevations 1, 2, 3, and 4 on the same sheet A-1171 are provided to both Restrooms 102 and 103. Item 8-128: Plans, Sheet M-1303, SODIUM HYPOCHLORITE FEED ROOM - PLAN VIEW (Seq. 1050 of 1525) Refer to 3" PVC floor drain callout. Replace "PVC" with "HDPE". Item 8-129: Plans, Sheet M-1305, SODIUM HYPOCHLORITE FEED ROOM — SECTIONS II (Seq. 1052 of 1525) Refer to 3/D/PVC callout. Replace with "3/D/HDPE". Item 8-130: Plans, Sheet S-1300, SODIUM HYPOCHLORITE TANK — FOUNDATION PLAN (Seq. 1053 of 1525) Remove General note I in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL —AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." Item 8-131: Plans, Sheet S-1302, SODIUM HYPOCHLORITE STORAGE, FRAMING PLAN (Seq. 1055 of 1525) Remove General note C in its entirety and replace with the following: "PROVIDE BIRD NETTING PER SECTION 10 81 13 ARCHITECTURL BIRD CONTROL -AT ALL EXPOSED ROOF FRAMING MEMBERS WITH STEEL ROOF DECK OF EXPOSED STRUCTURES. NETTING SHALL BE INSTALLED TO SPAN ACROSS AND ENCLOSE HORIZONTAL, FLAT -WISE, OR LEDGE FORMING MEMBERS TO PREVENT BIRD ROOSTING OR NESTING." A-8 30 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-132: Plans, Sheet M-1400, ODOR CONTROL SYSTEM 1 - PLAN (Seq. 1061 of 1525) Refer to Bioscrubber 1. Revise diameter from "13'-0" to "14'-3" Remove Note 15 in its entirety and replace with the following: "15. DIMENSIONS DENOTED BY "*" ARE APPROXIMATE AND SHOWN AS MINIMUMS. DIMENSIONS SHALL BE CONFIRMED BY EQUIPMENT SUPPLIER TO MEET THE SPECIFIED PERFORMANCE REQUIREMENTS." Item 8-133: Plans, Sheet M-1401, ODOR CONTROL SYSTEM 1 — SECTIONS I (Seq. 1062 of 1525) Refer to Bioscrubber 1. Revise diameter from "13'-0" to "14'-3" Remove Note 2 in its entirety and replace with the following: "2. REFER TO NOTE 15 ON M-1400." Item 8-134: Plans, Sheet M-1410, ODOR CONTROL SYSTEM 2 - PLAN (Seq. 1064 of 1525) Refer to Bioscrubber 2. Revise diameter from "13'-0" to "14'-3" Remove Note 15 in its entirety and replace with the following: "15. DIMENSIONS DENOTED BY "k" ARE APPROXIMATE AND SHOWN AS MINIMUMS. DIMENSIONS SHALL BE CONFIRMED BY EQUIPMENT SUPPLIER TO MEET THE SPECIFIED PERFORMANCE REQUIREMENTS." Item 8-135: Plans, Sheet M-1411, ODOR CONTROL SYSTEM 2 - SECTIONS I (Seq. 1065 of 1525) Refer to Bioscrubber 2. Revise diameter from "13'-0" to "14'-3" Remove Note 2 in its entirety and replace with the following: "2. REFER TO NOTE 15 ON M-1410." Item 8-136: Plans, Sheet M-1420, ODOR CONTROL SYSTEM 3 - PLAN (Seq. 1067 of 1525) Refer to Bioscrubber 3. Revise diameter from "13'-0"" to "14'-3"" Remove Note 15 in its entirety and replace with the following: "15. DIMENSIONS DENOTED BY "*" ARE APPROXIMATE AND SHOWN AS MINIMUMS. DIMENSIONS SHALL BE CONFIRMED BY EQUIPMENT SUPPLIER TO MEET THE SPECIFIED PERFORMANCE REQUIREMENTS." A-8 31 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-137: Plans, Sheet M-1421, ODOR CONTROL SYSTEM 3 — SECTIONS I (Seq. 1068 of 1525) Refer to Bioscrubber 3. Revise diameter from "13'-0" to "14'-3" Remove Note 2 in its entirety and replace with the following: "2. REFER TO NOTE 15 ON M-1420." Item 8-138: Plans, Sheet E-003, GENERAL NOTES (Seq. 1089 of 1525) Add General Note 29 below: "29. PROVIDE 2#14,#14G IN 3/4"C FROM EACH PPU UNIT THE PLC IN THE RESPECTIVE ELECTRICAL ROOM FOR STATUS MONITORING BY SCADA." Item 8-139: Plans, Sheet E-008, SITE PLAN — AREA D (Seq. 1094 of 1525) Add General Note 2 below: "2. PROVIDE GROUND MOUNTED LIGHTING FOR ENTRY SIGNAGE AT EXTERIOR OF GATE. PROVIDE TYPE BI<YOSEMITE MODEL "YO-FL-03-LCB-AL-TKM-120-X131-WW-010-09-00-WL00-BLP." INSTALL CONCRETE MOWSTRIP AROUND FIXTURE BASE FOR PROTECTION. INSTALL NEMA 4X LIGHTING CONTACTOR ENCLOSURE AND PHOTOCELL ON ENTRANCE GATE EQUIPMENT RACK FOR LIGHTING CONTROL. PROVIDE 120V, 20A CIRCUIT FROM PANEL LPI-ENT." Item 8-140: Plans, Sheet E-026, DUCTBANK SECTIONS - III (Seq. 1112 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-46. Item 8-141: Plans, Sheet E-320, PTU BUILDING LIGHTING PLAN (Seq. 1160 of 1525) Remove Keynote 1 and replace with the following: "CANOPY LIGHT FIXTURE TYPE "C" WITH INTEGRAL BATTERY PACK. CONNECT TO EXIT SIGN CIRCUIT." Item 8-142: Plans, Sheet E-605, MEMBRANE TANK AND RS & WS PUMP STATION (Seq. 1246 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-47. Item 8-143: Plans, Sheet E-609, DUCTBANK SCHEDULES (Seq. 1249A of 1525) Sheet E-609 is issued in its entirety as ATTACHMENT 8-48. A-8 32 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-144: Plans, Sheet E-704, OPERATIONS BUILDING PP -700 ONE -LINE DIAGRAM (Seq. 1259 of 1525) Add the following to the one -line diagram: 480V, 3 PHASE, 20A CIRCUIT FOR ELECTRICAL ROOM OVERHEAD COILING DOOR TO 20A SPARE BREAKER NO. 5 ON PANEL PP -700. ADD CONDUIT TAG PP700-5 WITH 3#12,#12G, 3/"C. PROVIDE 30A NF DISCONNECT SWITCH ADJACENT TO OVERHEAD COILING DOOR. Item 8-145: Plans, Sheet E-719, OPERATIONS BUILDING PUMP ROOM LIGHTING AND RECEPTACLE PLAN (Seq. 1273 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-49. Item 8-146: Plans, Sheet E-725, OPERATIONS BUILDING UPPER LEVEL LIGHTING AND RECEPTACLE PLAN (Seq. 1279 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-50. Item 8-147: Plans, Sheet E-792, OPERATIONS BUILDING - SERVER ROOM ENLARGED PLAN (Seq. 1294A of 1525) Sheet E-792 is issued in its entirety as ATTACHMENT 8-51. Item 8-148: Plans, Sheet E-793, MAIN OPERATIONS BUILDING ADMIN AREA CABLE TRAY (Seq. 1295 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-52. Item 8-149: Plans, Sheet E-794, MAIN OPERATIONS BUILDING PP-ADMIN ONE -LINE DIAGRAM (Seq. 1296 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-53. Item 8-150: Plans, Sheet E-801, UV AREA ENLARGED SITE PLAN (Seq. 1300 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-54. Item 8-151: Plans, Sheet E-807, UV ELECTRICAL BUILDING CONTROL PLAN (Seq. 1306 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-55. Item 8-152: Plans, Sheet E-808, UV ELECTRICAL BUILDING LIGHTING AND RECEPTACLES PLAN (Seq. 1307 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-56. Item 8-153: Plans, Sheet E-811, UV STRUCTURE GROUNDING PLAN (Seq. 1310 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-57. A-8 33 of 35 CPN C01239 Mary's Creek Water Reclamation Facility ADDENDUM NO. 8 Request for Proposals ATTACHMENT B Item 8-154: Plans, Sheet E-1903, STANDARD DETAILS IV (Seq. 1424 of 1525) Add Note 4 below to Detail Z — Lighting Standard Base: "4. REFER TO STRUCTURAL SHEET S -G105 FOR DEFERRED SUBMITTAL REQUIREMENTS FOR FREE STANDING LIGHT POLE FOUNDATION DESIGNS; INCLUDES ALL FREE-STANDING LIGHT POLE FOUNDATIONS, INCLUDING BUT NOT LIMITED TO TYPE "P" AND TYPE "Q" FIXTURES." Item 8-155: Plans, Sheet E-1911, LIGHTING FIXTURE SCHEDULE (Seq. 1432 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-58. Item 8-156: Plans, Sheet 1-002, IDENTIFICATIONS, ABBREVIATIONS, AND AREA DESIGNATIONS (Seq. 1435 of 1525) Add the following notes to the page: "NOTES: 1. CONTRACTOR SHALL PROVIDE STATUS OF ALL PPU FANS TO PLC. PROVIDE ADDITIONAL I/O POINTS AND SCADA REQUIRED FOR MONITORING." Item 8-157: Plans, Sheet 1-052, SITE SECURITY CAMERA LAYOUT (Seq. 1441 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-59. Highlights of the changes include: 1. Modifications to Operations and Electrical Building. Item 8-158: Plans, Sheet 1-054, PTU — SECURITY INTERCONNECTION (Seq. 1443 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-60. Highlights of the changes include: 1. Modification to Network Enclosure — Security Switch SSW -300. Item 8-159: Plans, Sheet 1-058, CHEMICAL BUILDING - SECURITY INTERCONNECTION (Seq. 1445 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-61. Highlights of the changes include: 1. Modification to Network Enclosure — Security Switch SSW -500. Item 8-160: Plans, Sheet 1-060, OPERATIONS BUILDING — SECURITY INTERCONNECTIONS (Seq. 1447 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-62. Highlights of the changes include: 1. Modification to Network Rack — Security Switch — SSW -700. A-8 34 of 35 CPN C01239 Mary's Creek Water Reclamation Facility Request for Proposals ADDENDUM NO. 8 ATTACHMENT B Item 8-161: Plans, Sheet 1-062, SOLIDS BUILDING — SECURITY INTERCONNECTION (Seq. 1449 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-63. Highlights of the changes include: 1. Modifications to Network Enclosure — Security Switch — SSW -1200. Item 8-162: Plans, Sheet 1-1951, SECURITY DETAILS 2 (Seq. 1521 of 1525) Remove this sheet in its entirety and replace with ATTACHMENT 8-64. Highlights of the changes include: 1. Modification to Security Gate Network Diagram. 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. July 3, 2026 * *err JOSHUA P. 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POLES 314 12 20 2 3/4 12 20 4 314 12 20 6 3/4 12 20 B 314 12 20 10 3/4 12 20 12 314 12 20 14 700-ACU-3 (SERVER) 3/4 12 15 2000 2000 1250 2000 SPARE 20 _ 2000 OFFICE LIGHTING 3!4 12 20 _ FLEX AREA LIGHTING 3/4 12 20 MENS RR LIGHTING 314 12 20 200 OMENS RR LIGHTING 3/4 12 20 200 EAK ROOM LIGHTING 3!4 12 20 200 EC/SERVER LIGHTING 314 12 20 _ 900 • STAIRWAY LIGHTING 314 12 20 900 CORRIDOR LIGHTING 3/4 12 20 AS LIGHTING 3/4 12 20 FLEX FLOOR RECEPTACLE 3/4 12 20 (EXIT SIGNS 3/4 12 20 I 50801 50801 40001 I 14401 23301 32301 _I 65201 74101 72301 1 211601 2081 58.7 KEYED NOTES VIDUAL CIRCUITS. MULTIPLE CIRCUITS 1. 30 mA GFCI CIRCUIT BREAKER FOR EQUIPMENT PROTECTION ONLY (HEATTRACE) IOVIDED NEC MAXIMUM CONDUIT FILL IS 2. 5 mA GFCI CIRCUIT BREAKER 3. ITRAL WIRE. 4. 5. 6. 16 18 20 22 24 26 28 30 32 34 36 38 40 42 LOCATION: ADMIN AREA ELECTRICAL ROOM BRKR PHASE A PHASE B (VA) (VA) PJEPHASE A PHASE BPHASE C (VA) (VA) (VA) DESCRIPTION COND WIRE AMPS CKT SIZE SIZE / NO, NOTES POLES 'PARE 20 44 SPARE I 20 46 SPARE 'PARE I 20 48 20 50 SPARE SPARE - 120 52 20 54 PARE 20 56 SPARE 20 58 SPARE 20 60 PARE I 20 62 _ SPARE I 20 64 --I----- 'PARE I 20 68 •SPARE26 SPARE 20 70 SPARE _ _I 120 72 _ 'PARE SPARE I 20 74 20 76 'SPARE 20 78 ARE I 20 50 2 SPARE 20 82 2 I SPARE 20 84 2 0 01 0) I 01 01 01 0I 0 01 KEYED NOTES )UAL CIRCUITS. MULTIPLE CIRCUITS 1. 30 mA GFCI CIRCUIT BREAKER FOR EQUIPMENT PROTECTION ONLY (HEAT TRACE) iVIDED NEC MAXIMUM CONDUIT FILL IS 2. 5 mA GFCI CIRCUIT BREAKER 3. TRAL WIRE. 4. NOTES 2 IPANEL BOARD: LU-71 ISERVICE: ICE: 208Y/120V,3P,4W MOUNTING: SURFACE BRKR WIRE COND. CKT# SIZE SIZE SIZE 1 20/1 12 314" I 3 20/1 12 3/4' 5 20/1 12 I 3/4" BUS: TIN PLATTED COPPER MAINS: 60A BUS RATING: 100A LOCATION: ADM IN AREA FEED: BOTTOM LOAD- DESCRIPTION PCS NETWORK RACK SECRUITY/BUSINESS NETWORK RACK SECRUITY ACCESS ENCLOSURE LOAD- DESCRIPTION PCS NETWORK RACK SECRUITY/BUSINESS NETWORK RACK SPARE TO SERVER ROOM 7 20/1 12 314" SCADA ROOM SECURITY WORKSTATION SCADA ROOM WORKSTATIONS 9 20/1 12 3/4" SCADA ROOM HMIS SPARE TO SCADA ROOM 11 20/1 12 3/4" SPARE SPARE 13 20/1 12 3/4" SPARE SPARE 15 20/1 12 3/4" SPARE SPARE 17 20/1 12 3/4" SPARE SPARE 19 20/1 12 1 3/4" SPARE SPARE 21 - - - SPACE SPACE 23 - - I - SPACE SPACE 25 - - 1 - SPACE SPACE 27 - - - SPACE SPACE 29 - - - SPACE SPACE 31 - - - SPACE SPACE 33 - - - SPACE SPACE 35 - - - SPACE SPACE 37 - - 1 - SPACE 39 - - SPACE SPARE SPACE GENAL NCitES: ' CONDUIT SIZE SHOWN IS THE MINIMUM SIZE REQUIRED FOR INDIVIDUAL CIRCUITS. MULTIPLE CIRCUITS MAY BE COMBINED IN A SINGLE CONDUIT FOR FIELD ROUTING PROVIDED NEC MAXIMUM CONDUIT FILL IS NOT EXCEEDED. 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F FO F07 FO FFO — FO —1 [- OjQ- Oj o W a Z 0 O< EftE1y f� _ OH O� I II I o� 0 SI o 01 CUI NI a 1 N I 1 I O O LL OI OLL Y�z OW Z m 1CUwI ooIWO Np ro I o 1 wC) — m1a� — I O O O m 7 _ O JCo OCU ° Ow rCU �o ImxLL�F° � a� Ii I Co m_ 7Z CoO — Moir ILUCU OZN a •Oj � I It O LL Iz to Y m m I a 20 w l o Fm 7 z0 U Z aw W K N CU Ow CU z ° Co lg C I Ul 7O Co 4 W OI _ 9I It z 7 � U O LL LL I 1. I o I � spy p Oy Oy J Y�—Od —Oy 0y mOK _Oy Q Oy o O kk I i U N QI LL U p v W LL U Q Q Od Od Od a s a LL 0 'nfl d C0o a I{ N _ C('• � C1 23o1C` U o I I.1 23010 0 'D ❑ I 00 O a Od Z (� a U Tt._r1^I 00 0 Od Od Od Od�� Od [ji_I Od O U m m U WLO O U U O O O ® O S � .III III�III III O LL � ri �jS�i] �.• �� HLL r n. `r %�. 00 z W � U(9 Ov Od Od Od Od 0d 0d arm Q W U O p w z - Q Kmyo U: w z w0 Uy W> K O Q O 0 0 boy o <A 4O 00 U U 00 22),) 40 rr I ��U ATTACHMENT 8-31 MARY'S CREEK WRF SECTION 13 21 50 LABORATORY ENVIRONMENTAL CONTROLLED CHAMBERS AND ROOMS PART1 GENERAL 1.01 SUMMARY A. Section Includes: Walk-in Cooler (Room 204 in Operations Building). 1.02 SYSTEM DESCRIPTION A. Performance Requirements: 1. Environmental rooms constructed of pre -molded, modular panels. Each panel shall have dimensions to allow passage through normal doorways. Rooms shall be complete with necessary controls, circulation systems, and mechanical and electrical equipment to meet these specifications. 2. Maintain noise levels in special purpose room enclosures during steady state control conditions below NC -65 curve over audible frequency range as measured by standard ASA methods when external ambient is 85 decibels or less. B. Control and Performance: 1. Temperature Range: a. Cold Room: 2 degrees C to 6 degrees C. 2. Temperature Control Stability: Plus or minus 0.5 degrees C. 3. Relative Humidity Range: a. Range: Not controlled. 1.03 SUBMITTALS A. Must comply with Section 01 33 00, Submittal Procedures. B. Action Submittals: 1. Product Data: Manufacturer's Product Data indicating compliance with Contract Documents. Include manufacturer's installation instructions. 2. Shop Drawings: Submit Shop Drawings for all components. Include rough -in, clearance and maintenance requirements. Include plans, elevations, and details. Indicate utility requirements and connections. C. Informational Submittals: PW\JACOBS AMERICAS\WFXR7900 LABORATORY ENVIRONMENTAL JUNE 29, 2026 CONTROLLED CHAMBERS AND ROOMS ©COPYRIGHT 2026 JACOBS 13 21 50 - 1 I_AaF_[61:1 AI21011fstI MARY'S CREEK WRF 1. Operation and Maintenance Data: Submit complete instruction and maintenance manual for each environmental room that includes sequential operating instructions, routine preventative maintenance instructions, and complete schematic drawings of rooms in accordance with Section 01 78 23, Operation and Maintenance Data. 2. Warranty: Submit warranty certificate with operation and maintenance manuals for each environmental room. 1.04 QUALITY ASSURANCE A. Manufacturer's Qualifications: Firm that has produced environmental rooms for not less than 10 years, with not less than 50 similar projects that have been is successful use for not less than 5 years. B. Performance and Payment Bond: Provide products from a manufacturer which has the capability to provide a Performance and Payment Bond for this Project. C. Installer Qualifications: Minimum 10 years of experience in successfully installation of systems of type specified. 1.05 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Store in a weather tight location and protect from corrosive environments, distortion and other damage during delivery storage and handling. 1.06 WARRANTY A. Provide manufacturer's written one-year warranty against defects. Manufacturer shall agree to repair or replace items proven to be defective. 1.07 MAINTENANCE A. Spare Parts: Provide the following: a. 1 set of sealing strips. b. 1 set of spare gaskets. c. 15 percent spare fluorescent lamps. LABORATORY ENVIRONMENTAL CONTROLLED CHAMBERS AND ROOMS 132150-2 PW\JACOBS AMERICAS\WFXR7900 JUNE 29, 2026 OCOPYRIGHT 2026 JACOBS ATTACHMENT 8-31 MARY'S CREEK WRF PART 2 PRODUCTS 2.01 MANUFACTURER A. Acceptable Manufacturers: Termmax LLC. 315 West Street Road, Warminster, PA 18974 2. Telephone: (267) 308-1680. 3. Toll Free Telephone: (800) 899-3774. 4. Fax: (267) 308-1687. 5. Website: http://www.thermmax.com. B. Substitutions: Requests for substitutions will be considered in accordance with provisions of Section 01 25 00, Substitution Procedures. 2.02 MANUFACTURED UNITS A. General: Pre -fabricated walk-in rooms, metal clad, sectionals constructed and designed for accurate field assembly with provisions to facilitate disassembly for relocation and to add extra panels to increase size. B. Panel Construction: 1. Interchangeable panels, UL approved, designed for quick assembly, consisting of interior and exterior metal pans accurately formed with metal dies and checked with gauges for uniformity. 2. Panel Edges: Tongue and groove interfaces to assure a tight joint. Provide flexible vinyl gasket on interior and exterior of each panel along each tongue edge to provide sealing at each joint. 3. Do not use batten strips, pressure clips, or other fastening hardware for covering joints or joining panel sections. 4. Panel Locking Devices: Self-contained, interior cam -lock fasteners locked and released with single hex wrench tool. 5. Insulation: 4 -inch (102 mm) foamed -in -place urethane insulation, using EPA Montreal Protocol accepted non-toxic, non-flammable fluorocarbon blowing agents, adhered to interior and exterior faces of panels. The resulting cured foam shall be an odorless closed -cell product and shall not emit or outgas the fluorocarbon blowing agent. 6. Thermal Conductivity Factor K: No more than 0.14 BTU per hour per square foot between wall faces. 7. Rated U -Factor: 0.035. 8. R -Value: Not less than 29. 9. Flame Spread Rating: 25. 10. Closure Panels: Provide closure panels, matching materials, colors, and finishes of adjacent panel materials, to fill in between building and environmental room. PW\JACOBS AMERICAS\WFXR7900 LABORATORY ENVIRONMENTAL JUNE 29, 2026 ©COPYRIGHT 2026 JACOBS CONTROLLED CHAMBERS AND ROOMS 132150-3 I_AaF_[61:1 AI21011fstI MARY'S CREEK WRF C. Doors: 1. General: In -fitting, flush mounted, constructed similar to wall panels. 2. Door Opening: 36 inches by 78 inches (914 mm 1981 by mm). 3. Gasket: Vinyl type with magnetic steel core. Provide gaskets on both sides and top of door. Provide adjustable rubber wiper gasket on bottom of door. Provide gasket with enough magnetic force to form positive airtight seal. 4. Hardware: a. Heavy-duty door hardware with high luster finish. Incorporate keyed lock cylinders and padlock latches into door latch and handle assemblies. b. Hinges: Self -closing type with durable stainless steel pins and self -closing nylon cams. Provide three hinges. c. Door Handle and Latch Assembly: Automatic closing type. Provide safety release mechanism on inside of room preventing personnel from being locked from outside. 5. Door Window: Multi -layer, heated thermal pane window mounted in door with the following minimum viewing area: 14 inches by 14 inches (356 mm by 356 mm). D. Floors: 1. Provide insulated floors with similar construction as wall and ceiling panels. Design floors for 600 pounds per square foot distributed load weight. 2. Floor Thickness: 2 inches (51 mm). 3. Floor threshold must be designed to provided ADA access. 4. Interior Floor Surace: Heavy gauge galvanized steel. 5. Floor Finish: a. Seamless inlaid sheet vinyl in each environmental room complying with the following: 1) Manufacturer: Altro Walkway Type 20 or equal. 2) Covering: Seamless corner coving, extending into the sidewalls a minimum height of 4 inches (102 mm). Coving shall be vinyl capped. 3) Color: As selected. E. Sealing Strips: At exterior of environmental room wall and floors, provide sealing strips between environmental room walls and floor and adjacent building walls and floor to prevent air infiltration and environmental losses. LABORATORY ENVIRONMENTAL CONTROLLED CHAMBERS AND ROOMS 132150-4 PW\JACOBS AMERICAS\WFXR7900 JUNE 29, 2026 ©COPYRIGHT 2026 JACOBS ATTACHMENT 8-31 MARY'S CREEK WRF F. Wall and Ceiling Finish: 1. Interior: a. 26 -gauge galvalume steel faced with hard, durable, factory - applied pained finish. b. Color: White acrylic enamel. 2. Exterior (visible surfaces only): a. 26 -gauge galvanized steel faced with hard, durable factory applied painted finish. b. Color: White acrylic enamel. 2.03 EQUIPMENT A. Lighting Systems: 1. Cool white fluorescent lamps, with lamps and ballasts. 2. Provide UL -approved fixtures. 3. Mount light fixtures mounted and provide in sufficient quantity for minimum intensities of 70 foot-candles measured 40 inches (1016 mm) above floor. 4. Install lights to provide uniform distribution of light. 5. Low Temperature Electronic Ballasts: Provide low temperature for cold rooms operating below 10 degrees C (50 degrees F). B. Electrical Outlets: 1. Vapor -proof, duplex, 115 volt, 20 amp GFI receptacles installed on inside wall 45 inches (1143 mm) above floor. Wire each receptacle to terminal box on top of room for connection by others. C. Instruments and Control Systems: Control Panel System: a. Surface Mounted Control Console using an Allen Bradley MicroLogix 1400 PLC and Fuji MoniTouch, touch screen (HMI). b. Full color, six inch (6") touch screen providing all On/Off equipment controls, temperature set point and display, high/low temperature alarms, data logging and interface for remote computer recoding and monitoring via ethernet connection. c. Temperature is measured with a 100 Ohm Platinum RTD sensor. d. Data Logger Storage Capacity: Minimum of 90 days. PW\JACOBS AMERICAS\WFXR7900 JUNE 29, 2026 ©COPYRIGHT 2026 JACOBS LABORATORY ENVIRONMENTAL CONTROLLED CHAMBERS AND ROOMS 13 21 50-5 I_AaF_[61:1 AI21011fstI MARY'S CREEK WRF e. The Operator Interface shall be recessed in a control console with a clear acrylic lockable door to protect tampering. All touch screen access including set points, alarm settings, and system operation shall be password protected. f In the event of an alarm condition, a local audible buzzer shall activate until reset. All alarms shall be logged and the last ten (10) alarm conditions can be displayed on the touch screen. Isolated dry relay contacts are provided for connection to the BAS. g. Sensors shall be precision, platinum, resistance temperature devices (RTD). The controller output shall be a true proportional 4-20 mA signal from the PLC which drives a Sporlan CDS proportional valve in the suction line of each refrigeration system. h. High and Low Temperature Alarms shall be provided with dual set points, one for HIGH and one for LOW. i. Analog signals are also provided for remote monitoring of temperature and humidity at the Building System. j. Separate independent C -contact sets shall be provided for connections to the building alarm system (BAS) to activating a remote alarm in the event of over/under temperature condition. k. The following items shall be readily operated: 1) Control function to adjust temperature set point (°C). 2) Control function to adjust Relative Humidity set point (%RH) (when specified). 3) Alarm Set points for high and low temperature and/or relative humidity. 4) Data recording mode to indicate in chart recorder format temperature and humidity history over the 24 hour period. 5) Data download connector to interface with operator's standard windows based PC. Data can be archived and printed using Thermmaz provided software package. Alarm events shall also be logged. 6) Touch Screen buttons to perform the functions: a) Refrigeration on/off. b) Heat on/off. c) Ventilation on/off. d) Humidification on/off. e) Dehumidification on/off. f) Defrost on/off. g) The panel shall clearly indicate when the above operating functions are on. LABORATORY ENVIRONMENTAL CONTROLLED CHAMBERS AND ROOMS 132150-6 PW\JACOBS AMERICAS\WFXR7900 JUNE 29, 2026 ©COPYRIGHT 2026 JACOBS ATTACHMENT 8-31 MARY'S CREEK WRF 7) Room control parameter adjustments such as PID values, defrost times and frequencies shall be adjustable only by using password security access. Set Points and other basic operator functions are also only available by password access. Three levels of access security shall be provided. These adjustments once accessed shall not require special computer equipment or factory personnel to change. 8) All settings will be stored in non-volatile memory so that all information, adjustable parameters, and control programs are not lost on power failure. D. Ceiling Conditioning Evaporator: 1. Design environmental room air to be completely conditioned in a ceiling evaporator, with motor -driven blowers designed to recirculate air continuously to ensure temperature uniformity. 2. Provide ceiling evaporator containing heaters, copper tube with aluminum finned evaporator coil, de -humidification coils, and condensate drain pan. 3. Motors: Fractional horsepower, high -efficiency PSC type, serviceable from inside environmental room. E. Electric Heater: Non -corrosive, low -watt density, finned elements that operate in black region of optical spectrum. F. Dehumidification: 1. Moisture removal accomplished by means of specially designed, direct expansion refrigeration coil located in conditioning plenum. 2. Design coil for effective latent heat removal with minimum removal of sensible heat. 3. Provide non-freezing dehumidification system that produces low humidity condition limited by dew point of 4 degrees C. G. Refrigeration Systems: 1. Design Requirements: a. The environmental room design and installation shall conform to applicable codes, ordinances and regulations governing the use and safety of refrigerants including, but not limited to, ASHRAE/ANSI standard 15-1992, ARI 420-77, ART 520-78. PW\JACOBS AMERICAS\WFXR7900 JUNE 29, 2026 ©COPYRIGHT 2026 JACOBS LABORATORY ENVIRONMENTAL CONTROLLED CHAMBERS AND ROOMS 132150-7 MARY'S CREEK WRF b. Provide refrigeration system specifically designed, engineered, and manufactured of adequate capacities to achieve and maintain individual room temperature and performance requirements noted in Part 1. Provide system balanced in operation with conditioning system. In addition, allow a customer live load in the Room of 10 watts per square foot. c. Provide factory -assembled and tested system by manufacturer. Include high/low-pressure controls, receiver, sight glass, moisture indicator, replaceable dryer, thermal expansion valve, and necessary equipment to achieve specified performance. 2. Condensing Unit: Hermectic scroll compressor and spring mounted. System shall be designed to operate continuously using a hot gas bypass system control. Cycling compressor systems and electric reheat systems are not acceptable. 3. Equip each condensing unit as follows: a. High/low pressure control with automatic reset. b. Vibration eliminating devices on suction and discharge lines. c. Fusible plug. d. Liquid line dryer. e. Moisture indicating sight glass. f Suction line filter. g. Magnetic contactor on all three phase units. h. Accessories including isolation mountings and racks, expansion valve, interconnecting piping, piping insulation, solenoid valves, fused disconnect switch or circuit breaker, motor starter and all necessary equipment to achieve the specified performance for each room. i. All required mechanical safety devices. j. Select refrigerant to give optimum operation considering evaporating and condensing temperatures. Refrigerant shall conform to latest protocol concerning its use based on ozone depletion potential. k. Air cooled condensers shall be manufactured and be properly matched to compressors determined by condensing unit manufacturer. 1. Condensing units shall be designed, engineered, manufactured and of adequate capacity to fulfill operating temperature requirements and performance, and shall be balanced with the air handling system in operation. m. Electrical Requirements: 460V/3 phase/3 wire power for each condensing unit. LABORATORY ENVIRONMENTAL CONTROLLED CHAMBERS AND ROOMS 132150-8 PW\JACOBS AMERICAS\WFXR7900 JUNE 29, 2026 OCOPYRIGHT 2026 JACOBS ATTACHMENT 8-31 MARY'S CREEK WRF 4. Refrigeration Piping: ACR type, hard drawn, cleaned and capped Type L copper tubing soldered with silver solder (minimum of 45% Silver), except hot gas lines which shall be silver brazed. All lines shall be installed to allow for linear expansion of copper after start-up. 5. Suction Lines: Size for velocity of 500-700 FPM on horizontal runs and show a slight pitch toward condensing unit. When condensing unit is located below evaporator and there is no possibility of trapping oil, size vertical runs same as horizontal run. When condensing unit is located above evaporator, size vertical runs for velocity of 1,000-1,500 FPM and install proper (shallow) "P" traps spaced not over 10 feet apart on all tubing risers. 6. Hot Gas Lines: When hot gas lines are field installed remote from compressor, size tubing at same velocities as specified above for suction lines. 7. Liquid Lines: Size all liquid lines for maximum 2 psig pressure drop. 8. Hangers: F&M ring type or Unistrut assemblies with appropriate tubing Hydrosorb clamps to support liquid, suction, and discharge lines individually. Space hangers or clamps 8 feet o.c. maximum. 9. Condensate Drain Piping: 7/8 inch O.D., or greater, Type L copper tubing piped from evaporators to open floor drain south of the Cold Storage room. Rigidly support on walls 3 feet o.c. maximum, installed in such a manner that leaves 1 inch clearance space between finished wall and condensate drain piping, and equipped with cleanout tee near evaporator. Adequately pitch piping toward floor drain, carry through wall of refrigerated areas properly trapped and discharged directly into the floor drain. Wall penetrations shall be per the Division 40 Specifications. Modify floor drain grate as required to penetrate condensate drain piping directly into the floor drain. 10. Refrigerant Testing: Pressurize and leak test entire system at not less than 100 psig, clean and dehydrate by maintaining a vacuum of 500 microns or lower for a five hour period. 11. Add required charge of refrigerant, and oil if necessary, and test entire system for performance using an electronic leak detector for presence of refrigeration leaks. Mark each system clearly as to refrigerant type used. 12. Refrigerant: Do not use refrigerants containing CFC or HCFC. Use R -404A refrigerant for rooms operating above 0 degrees C. 13. Insulation: Fire retardant Armstrong "Armaflex Insulation" or equal for insulating refrigeration suction lines. Use minimum 1/2 -inch thick wall; apply during tubing assembly wherever possible. 14. Compressor: Scroll, heavy-duty, industrial unit with solid-state motor protection and oil pressure safety control. Provide compressor with oil sight glass, lubrication protection cutout, and integral suction and discharge service valves. PW\JACOBS AMERICAS\WFXR7900 JUNE 29, 2026 ©COPYRIGHT 2026 JACOBS LABORATORY ENVIRONMENTAL CONTROLLED CHAMBERS AND ROOMS 1321 50-9 I_AaWIT61:1 AI21i•1fS1I MARY'S CREEK WRF 2.04 ACCESSORIES A. Sealants: Silicone silastic sealing compound, flexible when cured to allow for thermal contraction and expansion over its entire environmental range. B. Shelving: 1. Freestanding Shelving: Stainless steel wire rod shelving units manufactured free of burrs, sharp edges, and protrusions. 2. Manufacturer: Metro Super Erecta, Eagle Group or equal. 3. Shelves: Adjustable in freestanding rack. 2.05 SOURCE QUALITY CONTROL A. Manufacturer shall perform factory test and inspection on major components to assure basic quality, conformance of design, and functional operation. B. Each control console shall be bench tested using simulator panel to test logic functions, control systems function, and alarm operations. C. Each condensing unit and air unit shall be pressure tested for leaks and checked for design conformance. D. Notify Owner of testing time a minimum of 72 hours in advance. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field measurements are acceptable to tolerances. B. Verify construction of substrates, building walls, and floors are in place and ready to receive work of this section. 3.02 PREPARATION A. Verify the following is in place prior to installation: 1. Area is completely ready for proper and efficient installation of environmental rooms, floor is flat and level, area is clear of partitions, piping, obstructions, and loose articles preventing erection and assembly of environmental rooms and support equipment. 2. Electrical service to area of work of this section, including fused disconnect is in place. 3. Floor drains, condensate removal pump system, or both are installed to remove room drainage. LABORATORY ENVIRONMENTAL PW\JACOBS AMERICAS\WFXR7900 CONTROLLED CHAMBERS AND ROOMS JUNE 29, 2026 1321 50- 10 ©COPYRIGHT 2026 JACOBS ATTACHMENT 8-31 MARY'S CREEK WRF 4. Water supply and return line, if required, are installed and final connections made. 5. Other special utilities and service connections are in place. 6. Building wall, roof, or floor penetrations are completed. 3.03 INSTALLATION A. Install environment rooms per manufacturer's recommendations and fmal approved Shop Drawings. B. Install components straight, plumb, level and true. Install service lines at right angles to walls and floors, except where required to pitch to drains. C. Seal or otherwise insure that fastenings to rooms do not compromise vapor barriers or insulation. Seal between piping and sleeves. D. Do not install damaged units. Replace components damaged during shipping, handling, or installation with new identical factory -supplied components. E. Pressurize and leak test entre system at not less than 100 psig. Clean and dehydrate by maintaining a vacuum of 500 microns, or lower, for a hour period. Add required charge or refrigerant, and oil if necessary, and test entire system for performance. Mark each system clearly as to refrigerant type used and amount of charge. F. Install filler panels to enclose spaces between top of walk-in room and finished ceiling and sides of unit and construction of surrounding area. G. Install shelving per manufacturer's instructions, with adjustable shelf heights as indicated of Drawings. 3.04 FIELD QUALITY CONTROL A. Measure temperature accuracy and uniformity inside completed room using 15 Temperature Escort (or equal) Data Loggers. Place pods throughout internal workspace at strategic locations no closer than 12 inches (305 mm) from surfaces. B. The data loggers shall remain in the test space for 24 hours. When test is complete the temperature data loggers are downloaded into a PC computer. Data is formatted in an Excel Format to provide tabular and graphical results of uniformity and stability. Test Reports will be turned over to Owner. C. Owner's representatives shall be given option of witnessing and confirming test results. Notify Owner's representative in writing, 72 hours prior to test. PW\JACOBS AMERICAS\WFXR7900 LABORATORY ENVIRONMENTAL JUNE 29, 2026 ©COPYRIGHT 2026 JACOBS CONTROLLED CHAMBERS AND ROOMS 13 21 50- 11 I_AaF_[61:1 AI21011fstI MARY'S CREEK WRF 3.05 DEMONSTRATION A. Prior to completion of performance tests, provide manufacturer's representative to conduct demonstration for designated Owner's personnel with respect to room's controls and related systems. Manufacturer's representative will inform Owner personnel or proper room operation and maintenance. Notify Owner at least 72 hours in advance to permit Owner's authorized representative to schedule such an instruction period. 3.06 CLEANING A. Repair or remove and replace defective work, equipment, and accessories as directed upon completion of installation. Remove and refinish damaged or soiled areas. B. Clean exposed and semi -exposed surfaces, touch-up finish as required. Remove cartons and debris from the Work Site and legally dispose of the same. Leave work area in a clean condition. 3.07 PROTECTION A. Protection: Adequately protect the work from damage until final acceptance by the Owner. END OF SECTION LABORATORY ENVIRONMENTAL CONTROLLED CHAMBERS AND ROOMS 13 21 50 - 12 PW\JACOBS AMERICAS\WFXR7900 JUNE 29, 2026 ©COPYRIGHT 2026 JACOBS ATTACHMENT 8-32 TARRANT COUNTY ENGINEERING SERVICES 200 Taylor Street, Ste. 305 I Fort Worth, TX 76196 817-884-1250 I www.tarrantcountytx.gov GENERAL INFORMATION (check all that apply) IMPORTANT: PUBLIC UTILITIES MUST COMPLETE SEPARATE UTILITY PERMIT APPLICATION. Construction / Installation of: O Residential Driveway * ❑ Subdivision Entrance* ❑ Mailbox D Commercial Driveway* ❑ Irrigation System ❑ Culvert*; Size desired ® Driveway Extension * ❑ Decorative Landscaping ❑ Other Encroachment u Walkway/Sidewalk* ❑ Sod IMPORTANT: FOR PERMANENT CONNECTIONS TO A COUNTY ROAD OR RIGHT-OF-WAY, NOTIFY INSPECTOR SHANE RHODES, (682) 249-8322, AT LEAST 24-48 HOURS PRIOR TO CONSTRUCTION FOR ONSITE MEETING AND INSPECTION. PROPERTY INFORMATION Site Address / Proposed Location: 11091 Chapin Rd, Aledo, TX 76008 Description of Proposed Encroachment: * Driveway connection to Chapin Road within Right -of -Way _ '"Add Attachments as necessary Will you be performing construction that will be disturbing one (1) acre or more of earth? Do Yes ❑ No APPLICANT & OWNER INFORMATION Applicant Name: JQ IMEG Address: 100 Glass Street Main Phone: 214-623-5872 City/State/Zip Dallas, TX 75207 Email: Ovi.M.Sipos@imegcorp.com Property Owner Name (if different from Applicant): City of Fort Worth Address: 200 Texas St City/State/Zip: Fort Worth, TX 76102 Main Phone: (817) 392-8426 Preferred Method of Contact: D9 Phone D4 Email OWNER'S CONSENT (if applicable) Email: JAnES. M[.te►JA t,pF,N'Tw*rrH-fEYAS. &oy If Applicant is not the Property Owner: JQ IMEG I hereby designate ;'applicant above) to act as my agent for submittal, processing, representation, and/or presentation of this application. The designee shall be the primary contact person for this application. OWNER'S SIGNATURE I hereby certify I am the owner of the property and certify that the information provided within this application is true and correct. By signing below, i agree that I will comply with all related Tarrant County regulations relating to right-of-way encroachment as adopted by the Commissioners Court and understand that the permit application is subject to approval by the Tarrant County Engineering Services Department. 2- DA, l JAMt `l Owner's Printed Name Ow er's Signature Date. ENGINEERING SERVICES DEPARTMENT �USE ONLY Received Date: 04/09/2026 Approval Date: ! Z GZ Precinct: 4. 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S['bSL lj I: 3 I; DAd O/8 EL EL1d :\ Ad 0 8 bS ;Ad/.`/�—I�.j 13 .E +6i+E'ViSTb"S4L I::: +bT+E'tl1S J' 331 1 V1SNl. m I: : trs"96+Z VIS I Otr'57Llj:ti i SL'bSL1j 33111VISN1: 9CL8+Z tl15: 'bSLlj i/�,9_ +T9+Z'VIS < m SL'tSL l3 ZE'bbL l3 ti : 83Jf1038 r' z \ :JAd /8 : v .8bx„bS 11VISNI SLbSLl3: +bE+Z ZCZi+Ztl15 SLbSL lj LO"StrL l3 .- / 6Z+Z'VIS lj / d 0 g 331 11VISNI 1 / +bZ+Z'VIS 8"90+Z V1S : z Vls / ; 905L l3 ; .+ O 1 ~ 0 1 f 3316+1 p SL'bSL lj �: I: ELbSL lj +TB+T'Vls p ti / d JAd/0/8 (3j +9L+T'VI S[tEL l3 hW/ZL JAd/O/8 V1S +TL+T'VIs �y 60L1j: gq • 3319NI7l038: - _ „8trx„trs 1lV1SN_I: PLUMMER 2'-6" MARY'S CREEK WATER RECLAMATION I FACILITY FONTS: FORT WORTH LOGO IN CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD NOTES: 1. METAL SIGN TO BE LOCATED ALONG ROAD C AT LOCATION TO BE DETERMINED BY OWNER. ORIENTATION AND EXACT LOCATION OF SIGNS TO BE APPROVED BY CITY. 2. COORDINATE WITH OWNER ON FINAL APPROVAL. 3. SIGN BACKGROUND SHALL BE GREEN. TEXT AND ARROW SHALL BE WHITE. PERMANENT ROAD SIGN 3000-198 SCALE: NTS ATTACHMENT 8-39 PLUMMER 48.5' o r I m FORT WORTH TANK LOGO NOTES: 1. PROVIDE 1 LOGO ON EQUALIZATION TANK AND 1 LOGO PEAK FLOW STORAGE BASIN. ORIENTATION AND EXACT LOCATION OF LOGOS TO BE APPROVED BY CITY. 2. COLORS WILL BE: PMS 288 BLUE FOR LETTERING, OR APPROVED EQUAL. PMS 735 BROWN FOR GRAPHIC, OR APPROVED EQUAL. 3. 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