Spec_Vol_7_W912PL-12-R-0018.pdf

FINAL RFP SUBMITTAL

SOLICITATION NO: W912PL-12-R-0018

P2 PROJECT NO: 352304

SPECIFICATIONS FILE NO: 1858

CADD NO: MB11YL58

VOLUME 7 OF 17

SPECIFICATIONS

FOR

DESIGN AND CONSTRUCTION OF

WATER TREATMENT AND DISTRIBUTION SYSTEM

FORT IRWIN, CALIFORNIA

(SAN BERNARDINO COUNTY)

“BUILDING STRONG”

U.S. ARMY ENGINEER DISTRICT, LOS ANGELES

911 Wilshire Boulevard Los Angeles, CA 90017

Sacramento District

FY12 WATER TREATMENT AND DISTRIBUTION SYSTEM SPECIFICATION NO.: 1858

FT. IRWIN, CA

Table of Contents Page 1

TABLE OF CONTENTS

VOLUME 1 OF 17

BIDDING REQUIREMENTS

STANDARD FORM 1442 – SOLICITATION, OFFER, AND AWARD

BIDDING SCHEDULE

EXPLANATION OF BID ITEMS

ATTACHMENT 1 TO EXPLANATION OF BID ITEMS: GE PROPOSAL, TERMS, AND

CONDITIONS

00 00 10 CERTIFICATE OF CORPORATE PRINCIPAL

00 01 00 INSTRUCTIONS TO OFFEREORS

00 01 10 PERFORMANCE/TECHNICAL-PRICE TRADE-OFF BEST VALUE

00 01 20 PERFORMANCE-PRICE TRADE-OFF BEST VALUE

00 06 00 REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS OF OFFERORS

00 07 00 CONTRACT CLAUSES

00 08 00 SPECIAL CONTRACT REQUIREMENTS

00 08 50 WAGE RATES

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

PROJECT SIGNS

01 10 10 GENERAL DESIGN REQUIREMENTS

01 10 13 PLANT EQUIPMENT TESTING, FACILITY STARTUP AND COMMISSIONING

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

ENGINEERING FORM 4025R

SUBMITTAL REGISTER

01 33 16 DESIGN AFTER AWARD, GENERAL

01 42 00 REFERENCE PUBLICATIONS

01 45 00.00 QUALITY CONTROL

01 45 00.10 QUALITY CONTROOL SYSTEM (QCS)

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 31 - EARTHWORK

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

APPENDICES

APPENDIX A – WATER TREATMENT PLANT AND SUPPORTING FACILITIES

APPENDIX B - BICYCLE LAKE/IRWIN BASIN TRANSMISSION LINE

APPENDIX C - REPLACEMENT OF EXPIRED WATER PIPE – BID OPTION 1

APPENDIX D - WATER SUPPLY AND DISTRIBUTION IMPROVEMENTS – BID OPTION 2

APPENDIX E - UPGRADES FOR IMPROVED FIRE FLOW – PHASE 1 – BID OPTION 3

APPENDIX F - CONNECT IRWIN WELLS – BID OPTION 4 AND 5

APPENDIX G - NEW WELL, LANGFORD LAKE – BID OPTION 6

APPENDIX H - REPAIR/REPLACE JPL-3 STORAGE TANK

APPENDIX I - REHABILITATE WATER STORAGE TANKS

Table of Contents Page 2

VOLUME 2 OF 17

APPENDICES

Appendix J - Environmental Assessment/Initial Study Appendix K - Fort Irwin Installation Design Guide

VOLUME 3 OF 17

APPENDICES

Appendix L - Comprehensive Energy & Water Masterplan, Fort Irwin, 27 April

Appendix M - Weather Data for Mechanical Design Appendix N - Well Data Appendix O - Southern California Edison (SCE) Savings By Design and Standard

Electrical Details Appendix P - COMM Standards, Army Networthiness Appendix Q - Geotechnical Reports and Survey

VOLUME 4 OF 17

Appendix Q - Geotechnical Reports and Survey: FIO (CONTINUED) Appendix R - Bench and Pilot Testing Investigations: FOR INFORMATION ONLY:

Fort Irwin Water Treatment Process Selection Based on Pilot Testing Results, CH2MHILL, February 2007, and Additional Bench Test Studies

VOLUME 5 OF 17

Appendix S - Ft. Irwin Water Supply Permit, Water Supply Engineering Report by CDHS (now CDPH), 2004, and Compliance Order No. 05-13-12CO-001 To US Army Fort Irwin For Arsenic And Fluoride MCL Exceedance (System No. 3610705)

Appendix T - FOR INFORMATION ONLY: Design Principles of Electrodialysis Reversal and Basis of Design of the Fort Irwin' Water Treatment Plant Technical Engineering Report CIP Project W4

Appendix U - FOR INFORMATION ONLY: DRAFT TECHNICAL MEMORANDUM: Domestic (DO) Water System Hydraulic Model Update, Evaluation, and Required Improvements, dated September 30, 2011 by CH2M Hill

Appendix V - FOR INFORMATION ONLY: Engineer’s Report for Corrosion Engineering Evaluation of the 1.0 MG Welded Steel Water Storage Tank, Harper & Assoc. Engineering, Inc., December 2007: JPL-1 Report, JPL-2 Report, and JPL-3 Report

Appendix W - FOR INFORMATION ONLY: Fort Irwin CIP Project WI Investigation for the Combination of the DO and RO Water Systems, FIO:

Technical Memorandum: Fort Irwin – Bicycle Basin Pipe Spool Examination, and FIO: Draft Water System Master Plan Fort Irwin CIP Project W21

Table of Contents Page 3

VOLUMES 6 - 15 OF 17

APPENDIX

Appendix X - FOR INFORMATION ONLY: Fort Irwin Water Treatment Plant Capital

Improvement Plan – Project W4: Volumes 1 – 10

VOLUME 16 OF 17

APPENDIX

Appendix Y - Ft. Campbell/Ft. Irwin Water and Wastewater Design and

Construction Standards, April 2010, CH2M HILL Constructors, Inc.

VOLUME 17 OF 17

APPENDIX

Appendix Z - FOR INFORMATION ONLY: Fort Irwin, Bicycle Lake Water Main and

Water Line Connections – Project W11: Drawings and Specifications

End of Project Table of Contents

APPENDIX X CONTINUED

FOR INFORMATION ONLY: FORT IRWIN WATER

TREATMENT PLANT CAPITAL IMPROVEMENT PLAN –

PROJECT W4:

VOLUME 2

UNITED STATES ARMY

NATIONAL TRAINING CENTER

FORT IRWIN, CALIFORNIA

BIDDING REQUIREMENTS

AND

CONTRACT DOCUMENTS

for the construction of the

FORT IRWIN WATER TREATMENT PLANT (WTP)

Contract No. W4

San Francisco, CA

Copy No.

FORT IRWIN WTP

Pages

*TO BE PROVIDED BY DBO CONTRACTOR

TABLE OF CONTENTS

00 01 10 - 1

VOLUME 1

*PART 1—PROCUREMENT REQUIREMENTS

Request for Quote (RFQ) Instructions to Bidders Bid Form

*PART 2—CONTRACTING REQUIREMENTS

CONTRACTING FORMS

Purchase Order Agreement

PROJECT FORMS

Performance Bond Payment Bond

CONDITIONS OF THE CONTRACT

General Conditions Supplementary Conditions

PART 3—SPECIFICATIONS

DIVISION 1—GENERAL REQUIREMENTS

01 11 00 Summary of Work ....................................................................... 1- 2 01 14 23 Mitigation Measures ................................................................... 1- 2 01 26 00 Contract Modification Procedures .............................................. 1- 5 01 29 00 Payment Procedures .................................................................... 1- 7 Supplement:

Exhibit C, Subcontract Price Schedule ....................................... 1- 1 01 31 13 Project Coordination ................................................................... 1- 4 01 31 19 Project Meetings ......................................................................... 1- 4 01 32 00 Construction Progress Documentation ....................................... 1- 11 01 33 00 Submittal Procedures .................................................................. 1- 10 Supplement:

Transmittal of Supplier’s or Subcontractor’s Submittal ............. 1- 1 01 35 25 Safety Requirements and Protection of Property ........................ 1- 10 01 42 13 Abbreviations and Definitions .................................................... 1- 5

00 01 10 - 2

01 43 33 Manufacturers’ Field Services .................................................... 1- 5 Supplements:

Manufacturer’s Certificate of Compliance ................................. 1- 1 Manufacturer’s Certificate of Proper Installation ....................... 1- 1 Attachment A Outline of Training Session ................................. 1- 2 01 45 10 Special Inspections and Seismic Qualification of Equipment .... 1- 6 Supplement:

Subcontractor’s Statement of Responsibility .............................. 1- 3 01 50 00 Temporary Facilities and Controls ............................................. 1- 9 01 57 13 Temporary Erosion and Sediment Control ................................. 1- 7 01 61 00 Common Product Requirements ................................................. 1- 9 01 61 10 Seismic Anchorage and Bracing ................................................. 1- 5 01 64 00 DBO Contractor-Furnished Products/Equipment ....................... 1- 10 01 77 00 Closeout Procedures ................................................................... 1- 6 01 78 23 Operation and Maintenance Data ............................................... 1- 9 Supplements:

Fort Irwin WTP Electronic Document Requirements ................ 1- 2 O&M Data Sequences and Responsibilities ............................... 1- 1 Fort Irwin WTP Maintenance Summary Form ........................... 1- 4 01 91 14 Equipment Testing and Facility Startup ..................................... 1- 7 Supplements:

Unit Process Startup Form .......................................................... 1- 1 Facility Performance Demonstration/Certification Form ........... 1- 1

VOLUME 2

DIVISION 2—EXISTING CONDITIONS (NOT USED)

DIVISION 3—CONCRETE

03 01 31 Repair of Vertical and Overhead Concrete Surfaces .................. 1- 12 03 01 32 Repair of Horizontal Concrete Surfaces ..................................... 1- 8 03 01 33 Concrete Crack Repair Using Injection ...................................... 1- 10 03 10 00 Concrete Forming and Accessories ............................................ 1- 5 03 15 00 Concrete Joints and Accessories ................................................. 1- 7 03 21 00 Reinforcing Steel ........................................................................ 1- 6 03 30 00 Cast-In-Place Concrete ............................................................... 1- 30 03 39 00 Concrete Curing .......................................................................... 1- 5

00 01 10 - 3

03 62 00 Nonshrink Grouting .................................................................... 1- 6 Supplement:

24-hour Evaluation of Nonshrink Grout Test Form and Grout Testing Procedures ....................................................... 1- 3

DIVISION 4—MASONRY (NOT USED)

DIVISION 5—METALS

05 05 23 Welding ....................................................................................... 1- 5 Supplement:

Welding and Nondestructive Testing Table ............................... 1- 1 05 12 00 Structural Steel Framing ............................................................. 1- 11 05 50 00 Metal Fabrications ...................................................................... 1- 19 05 52 00 Metal Railings ............................................................................. 1- 13 05 53 00 Metal Gratings ............................................................................ 1- 7

DIVISION 6—WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry ......................................................................... 1- 7 06 20 00 Finish Carpentry ......................................................................... 1- 4 06 44 00 Ornamental Woodwork ............................................................... 1- 5 06 82 00 Glass-Fiber-Reinforced Plastic ................................................... 1- 10

DIVISION 7—THERMAL AND MOISTURE PROTECTION

07 14 00 Fluid-Applied Waterproofing ..................................................... 1- 5 07 26 00 Vapor Retarders .......................................................................... 1- 3 07 62 00 Sheet Metal Flashing and Trim ................................................... 1- 5 07 70 01 Roof Specialties and Accessories ............................................... 1- 3 07 84 00 Firestopping ................................................................................ 1- 5 07 92 00 Joint Sealants .............................................................................. 1- 7

DIVISION 8—OPENINGS

08 06 01 Door and Hardware Schedule ..................................................... 1- 1 Supplements:

Door and Hardware Schedule Table ........................................... 1- 4 Door and Frame Types ................................................................ 1- 3

00 01 10 - 4

08 06 50 Window and Relight Schedule.................................................... 1- 1 Supplements:

Window and Relight Schedule Table ......................................... 1- 3 Window and Relight Types ........................................................ 1- 2 08 11 00 Metal Doors and Frames ............................................................. 1- 5 08 14 00 Wood Doors ................................................................................ 1- 5 08 30 00 Specialty Doors ........................................................................... 1- 6 08 45 00 Translucent Wall and Roof Assemblies ...................................... 1- 7 08 51 13 Aluminum Windows ................................................................... 1- 6 08 71 00 Door Hardware............................................................................ 1- 11 08 80 00 Glazing ........................................................................................ 1- 6 08 90 00 Louvers ....................................................................................... 1- 5 Supplement:

Louver Schedule ......................................................................... 1- 4

DIVISION 9—FINISHES

09 06 00 Schedules for Finishes ................................................................ 1- 1 Supplements:

Interior Finish Schedule .............................................................. 1- 4 Exterior Finish Schedule ............................................................. 1- 1 Color List .................................................................................... 1- 3 09 29 00 Gypsum Board ............................................................................ 1- 13 09 30 00 Tiling ........................................................................................... 1- 5 09 51 13 Acoustical Panel Ceilings ........................................................... 1- 5 09 54 00 Fiberglass Reinforced Plastic (FRP) Wall Surfaces ................... 1- 2 09 65 00 Resilient Flooring ....................................................................... 1- 8 09 68 00 Carpeting ..................................................................................... 1- 6 09 90 00 Painting and Coating ................................................................... 1- 26 Supplements:

Paint System Data Sheet (PSDS) ................................................ 1- 1 Paint Product Data Sheet (PDS) ................................................. 1- 1 09 96 35 Chemical-Resistant Coatings for Concrete ................................. 1- 10 Supplement:

Chemical-Resistant Coating Data Sheet (CRCDS) .................... 1- 1 09 97 13 Steel Tank Coatings .................................................................... 1- 12

Paint System Data Sheet (PSDS) ................................................ 1- 2

00 01 10 - 5

DIVISION 10—SPECIALTIES

10 14 00 Signage ........................................................................................ 1- 8 Supplement:

Sign Schedule ............................................................................. 1- 4 10 21 00 Compartments and Cubicles ....................................................... 1- 2 10 28 00 Toilet and Bath Accessories ....................................................... 1- 3 10 44 00 Portable Fire Safety Equipment .................................................. 1- 3 10 51 00 Lockers ........................................................................................ 1- 2 10 80 00 Miscellaneous Specialties ........................................................... 1- 6

DIVISION 11—EQUIPMENT

11 31 00 Appliances .................................................................................. 1- 2

DIVISION 12—FURNISHINGS

12 20 00 Window Treatments .................................................................... 1- 3 12 35 53 Process Analysis Room Casework and Furnishings ................... 1- 18

DIVISION 13—SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems .............................................................. 1- 11

DIVISION 14—CONVEYING EQUIPMENT (NOT USED)

DIVISION 15 (NOT USED)

DIVISION 16 (NOT USED)

DIVISION 17 (NOT USED)

DIVISION 18 (NOT USED)

DIVISION 19 (NOT USED)

DIVISION 20 (NOT USED)

DIVISION 21—FIRE SUPPRESSION

21 13 00 Fire-Suppression Sprinkler Systems .............................................. 1- 5

00 01 10 - 6

DIVISION 22—PLUMBING

22 07 00 Building Mechanical Thermal Insulation ................................... 1- 10 22 10 01 Plumbing Piping and Accessories ............................................... 1- 20 22 30 00 Plumbing Equipment .................................................................. 1- 7 Supplements:

Gas Water Heater (Commercial) Data Sheet .............................. 1- 1 Domestic Water Expansion Tank Data Sheet ............................. 1- 1 Domestic Hot Water Circulating Pump Data Sheet .................... 1- 1 Acid Neutralization Tank Data Sheet ......................................... 1- 1 Backflow Preventers Data Sheet ................................................. 1- 1 22 40 00 Plumbing Fixtures ....................................................................... 1- 13

VOLUME 3

DIVISION 23—HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 05 48 Vibration Isolation and Seismic Control .................................... 1- 11 23 05 93 Testing, Adjusting, and Balancing for HVAC ............................ 1- 6 23 09 00 Instrumentation and Control Devices for HVAC ....................... 1- 12 23 09 13 HVAC Controls, Field Components, and Instruments ............... 1- 4 23 23 00 Refrigerant Piping ....................................................................... 1- 8 23 31 13 Metal Ducts and Accessories ...................................................... 1- 29 Supplement:

Ductwork Schedule ..................................................................... 1- 1 23 31 16.16 Thermoset Fiberglass-Reinforced Plastic Ducts and Accessories ............................................................................. 1- 9 23 34 00 HVAC Fans ................................................................................. 1- 14 23 37 00 Air Outlets and Inlets .................................................................. 1- 4 23 77 00 Air Handling Units ...................................................................... 1- 15 23 81 00 Unitary Air-Conditioning Equipment ......................................... 1- 19

DIVISION 24 (NOT USED)

DIVISION 25—INTEGRATED AUTOMATION (NOT USED)

DIVISION 26—ELECTRICAL

26 05 02 Basic Electrical Requirements .................................................... 1- 6 26 05 04 Basic Electrical Materials and Methods ..................................... 1- 16 26 05 05 Conductors .................................................................................. 1- 22 26 05 26 Grounding and Bonding for Electrical Systems ......................... 1- 8

00 01 10 - 7

26 05 33 Raceway and Boxes .................................................................... 1- 29 26 05 70 Electrical Systems Analysis ........................................................ 1- 8 Supplement:

Figure 1: Example Arc Flash Label ............................................ 1- 1 26 08 00 Commissioning of Electrical Systems ........................................ 1- 22 26 14 13 Switchboards ............................................................................... 1- 10 26 20 00 Low-Voltage AC Induction Motors ............................................ 1- 12 26 22 00 Low-Voltage Transformers ......................................................... 1- 3 26 24 16 Panelboards ................................................................................. 1- 8 26 24 19 Low-Voltage Motor Control ....................................................... 1- 13 26 27 26 Wiring Devices ........................................................................... 1- 7 26 29 23 Low-Voltage Adjustable Frequency Drive System .................... 1- 14 26 35 26 Power Factor Correction/Active Harmonic Filtering Equipment ............................................................................... 1- 6 26 42 03 Cathodic Protection - Submerged Metal ..................................... 1- 8 Supplement:

Water Quality for Cathodic Protection ....................................... 1- 2 26 50 00 Interior Lighting .......................................................................... 1- 11 26 56 00 Exterior Lighting ......................................................................... 1- 8 26 57 00 Static Uninterruptible Power Supply .......................................... 1- 9

DIVISION 27—COMMUNICATIONS (NOT USED)

DIVISION 28—ELECTRONIC SAFETY AND SECURITY

28 31 00 Fire Detection and Alarm ........................................................... 1- 25

DIVISION 29 (NOT USED)

DIVISION 30 (NOT USED)

DIVISION 31—EARTHWORK

31 10 00 Site Clearing ............................................................................... 1- 2 31 23 13 Subgrade Preparation .................................................................. 1- 3 31 23 16 Excavation .................................................................................. 1- 4 31 23 23 Fill and Backfill .......................................................................... 1- 8 31 23 23.15 Trench Backfill ........................................................................... 1- 10 31 32 19.16 Geotextile .................................................................................... 1- 8 31 41 00 Shoring ........................................................................................ 1- 2

00 01 10 - 8

DIVISION 32—EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Courses ............................................................. 1- 5 32 12 16 Asphalt Paving ............................................................................ 1- 9 32 13 13 Concrete Paving .......................................................................... 1- 19 32 17 23 Pavement Markings .................................................................... 1- 4 32 31 13 Chain Link Fences and Gates ..................................................... 1- 15

DIVISION 33—UTILITIES

33 05 01 Conveyance Piping—General ..................................................... 1- 6 33 05 01.01 Welded Steel Pipe and Fittings ................................................... 1- 20 33 05 01.09 Polyvinyl Chloride (PVC) Pressure Pipe and Fittings ................ 1- 5 33 05 01.10 High-Density Polyethylene (HDPE) Pressure Pipe and Fittings .................................................................................... 1- 8 33 05 01.12 Gravity Sewer Pipe and Fittings ................................................. 1- 17 33 05 13 Manholes ..................................................................................... 1- 11 33 12 19 Water Utility Distribution Fire Hydrants .................................... 1- 4 33 13 00 Disinfecting of Water Utility Distribution .................................. 1- 6 33 16 13.13 Welded Steel Tank ...................................................................... 1- 14 33 46 23.19 Composite Drainage Net ............................................................. 1- 5 33 47 13.01 Pond and Reservoir Liners—HDPE ........................................... 1- 18 Supplement:

Geomembrane Installer’s Certification of Subsurface Acceptability ........................................................................... 1- 1 33 47 13.07 Pond and Reservoir Liners—Geosynthetic Clay ........................ 1- 8

DIVISION 34—TRANSPORTATION (NOT USED)

DIVISION 35—WATERWAY AND MARINE CONSTRUCTION

35 20 16.27 Fiberglass Reinforced Polyester (FRP) Downward Opening Weir Gates .............................................................................. 1- 7 Supplement:

Slide Gate Schedule .................................................................... 1- 1

DIVISION 36 (NOT USED)

DIVISION 37 (NOT USED)

DIVISION 38 (NOT USED)

00 01 10 - 9

DIVISION 39 (NOT USED)

VOLUME 4

DIVISION 40—PROCESS INTEGRATION

40 05 16 Piping Support Systems .............................................................. 1- 15 40 05 33 Pipe Heat Tracing ....................................................................... 1- 4 40 27 00 Process Piping-General ............................................................... 1- 25 Supplement:

Piping Schedule .......................................................................... 1- 4 40 27 00.01 DS – Cement-Mortar-Lined Ductile Iron Pipe and Fittings ....... 1- 2 40 27 00.02 DS – Carbon Steel Pipe and Fittings-Special Service ................ 1- 2 40 27 00.03 DS – Carbon Steel Pipe and Fittings-General Service ............... 1- 3 40 27 00.08 DS – Stainless Steel Pipe and Fittings-General Service ............. 1- 2 40 27 00.09 DS – Stainless Steel Pipe and Fittings-Special Service .............. 1- 3 40 27 00.10 DS – Polyvinyl Chloride (PVC) Pipe and Fittings ..................... 1- 2 40 27 00.11 DS – Chlorinated Polyvinyl Chloride (CPVC) Pipe and Fittings .................................................................................... 1- 2 40 27 00.13 DS – Copper and Copper Alloy Pipe, Tubing, and Fittings ....... 1- 1 40 27 00.15 DS – Double Wall Containment Piping ...................................... 1- 2 40 27 00.19 Polyvinyl Chloride Drain Waste and Vent (PVC-DWV) Pipe and Fittings ..................................................................... 1- 1 40 27 00.22 DS – High-Density Polyethylene (HDPE) Pipe and Fittings-Gas Service ................................................................ 1- 2 40 27 01 Process Piping Specialties .......................................................... 1- 13 40 27 02 Process Valves and Operators ..................................................... 1- 26 Supplements:

Open-Close Valve Schedule ....................................................... 1- 1 Modulating Valve Schedule ........................................................ 1- 1 Self-Contained Valve Schedule .................................................. 1- 1 Manual and Check Valve Schedule ............................................ 1- 2 40 42 13 Process Piping and Equipment Insulation .................................. 1- 7 40 80 01 Process Piping Leakage Testing ................................................. 1- 4 40 90 00 Instrumentation and Control for Process Systems ...................... 1- 31 40 91 00 Instrumentation and Control Components .................................. 1- 9 Supplements:

Instrument Data Sheets PLC Input/Output List. ............................................................... 1- 28 Panel List .................................................................................... 1- 1

00 01 10 - 10

40 95 80 Local Area Network (LAN) Communication System ................ 1- 13

As-Built Fiber Optic Cable Installation Form ............................ 1- 2

DIVISION 41—MATERIAL PROCESSING AND HANDLING

EQUIPMENT

41 62 23 Forklift Trucks ............................................................................ 1- 3

DIVISION 42—PROCESS HEATING, COOLING, AND DRYING EQUIPMENT

(NOT USED)

DIVISION 43—PROCESS GAS AND LIQUID HANDLING, PURIFICATION,

AND STORAGE EQUIPMENT

43 12 01 Compressed Air Systems ............................................................ 1- 10 43 32 59 Cartridge Filters .......................................................................... 1- 5 43 40 01 High-Density Cross-Linked Polyethylene Storage Tank ............ 1- 9 Supplement:

55TNK088-00: Sodium Hypochlorite Storage Tank Data Sheet ............................................................................... 1- 1 43 40 02 Fiberglass Reinforced Plastic Tanks ........................................... 1- 10 Supplements:

55TNK001-00: Magnesium Chloride Storage Tank Data Sheet ...................................................................... 1- 1 55TNK040-01: Calcium Chloride Storage Tank No. 1 Data Sheet ............................................................ 1- 1 55TNK040-02: Calcium Chloride Storage Tank No. 2 Data Sheet ............................................................ 1- 1 55TNK020-01: Hydrochloric Acid Storage Tank No. 1 Data Sheet ............................................................ 1- 1 55TNK020-02: Hydrochloric Acid Storage Tank No. 2 Data Sheet ............................................................ 1- 1 30TNK071-00: EDR CIP Tank Data Sheet ................................ 1- 1 30TNK051-00: EDR Hydrochloric Acid Day Tank Data Sheet 1- 1 30TNK043-00: ECIP Tank Data Sheet....................................... 1- 1 50TNK360-00: ME Hydrochloric Acid Day Tank Data Sheet .. 1- 1 50TNK370-00: Calcium Chloride Day Tank Data Sheet ........... 1- 1 50TNK036-00: RO CIP Tank Data Sheet .................................. 1- 1 50TNK219-00: Brine Treatment Product Storage Data Sheet ... 1- 1 45TNK023-00: Settled Water Storage Tank Data Sheet ............ 1- 1

00 01 10 - 11

DIVISION 44—POLLUTION CONTROL EQUIPMENT

44 11 78 Air Stripper System .................................................................... 1- 6 44 42 56.02 Horizontal Split-Case Centrifugal Pumps ................................... 1- 5 Supplements:

Untreated Water Feed Pumps Data Sheet ................................... 1- 2 Untreated Water Feed Pumps Induction Motor Data Sheet ............................................................................... 1- 1 44 42 56.04 Submersible Pumps ..................................................................... 1- 6 Supplement:

Process Drain Pumps Data Sheet ................................................ 1- 2 44 42 56.10 Horizontal End Suction Centrifugal Pumps ................................ 1- 6 Supplement:

Brine Treatment Product Pumps Data Sheet .............................. 1- 3 Carbon Dioxide Carrier Water Pumps Data Sheet ..................... 1- 3 Lime Softening Feed Pumps Data Sheet .................................... 1- 3 EDR Hydrochloric Acid Transfer Pump No. 1 Data Sheet ........ 1- 3 EDR Hydrochloric Acid Transfer Pump No. 2 Data Sheet ........ 1- 3 EDR Sodium Hydroxide Transfer Pump Data Sheet .................. 1- 2 Hydrochloric Acid Transfer Pumps Data Sheet ......................... 1- 3 Calcium Chloride Transfer Pumps Data Sheet ........................... 1- 3 RO CIP Pump Data Sheet ........................................................... 1- 3 EDR CIP Pump Data Sheet ......................................................... 1- 3 44 42 56.13 Progressing Cavity Pumps .......................................................... 1- 5 Supplements:

Thickener Feed Pumps No. 1 and No. 2 Data Sheet ................... 1- 2 Lagoon Feed Pumps No. 1 and No. 2 Data Sheet ....................... 1- 2 44 42 56.18 Nonmetallic Sump Pump ............................................................ 1- 10 44 44 13.01 Chemical Metering Pumps .......................................................... 1- 8 Supplements:

30PMP045-01 to -05: ECIP Feed Pump Nos. 1 to 5 Data Sheet ............................................................................... 1- 2 30PMP053-01 to -05: EDR Brine Acid Metering Pump

Nos. 1 to 5 Data Sheet ............................................................ 1- 2 30PMP063-01 to -05: EDR Anti-Scalant Metering Pump Nos. 1 to 5 Data Sheet ............................................................ 1- 2 50PMP090-01 to -03: RO Train Anti-Scalant Metering Pumps Data Sheet ................................................................... 1- 2 50PMP350-01 and -02: ME Anti-Scalant Feed Pump 1 and 2 Data Sheet ............................................................................... 1- 2

00 01 10 - 12

46PMP080-01 and -02: Sodium Bisulfite Metering Pump Nos. 1 and 2 Data Sheet .......................................................... 1- 2 44 44 13.04 Peristaltic Pumps ......................................................................... 1- 8 Supplements:

Hydrochloric Acid Metering Pumps Data Sheet ........................ 1- 1 Magnesium Chloride Metering Pumps Data Sheet ..................... 1- 1 Calcium Chloride Metering Pumps Data Sheet .......................... 1- 1 Sodium Hypochlorite Metering Pumps Data Sheet .................... 1- 1 ME Calcium Chloride Feed Pumps Data Sheet .......................... 1- 1 RO Citric Acid Feed Pump Data Sheet....................................... 1- 1 RO Sodium Hydroxide Feed Pump Data Sheet .......................... 1- 1 ME Hydrochloric Acid Feed Pumps Data Sheet ........................ 1- 1 Settled Water Return Pumps Data Sheet .................................... 1- 1

DIVISION 45—INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT (NOT

USED)

DIVISION 46 (NOT USED)

DIVISION 47 (NOT USED)

DIVISION 48—ELECTRICAL POWER GENERATION (NOT USED)

DIVISION 49 (NOT USED)

VOLUME 5

DRAWINGS – AREAS 01 THROUGH 44

VOLUME 6

DRAWINGS – AREAS 45 THROUGH 95

VOLUME 7

DESIGN DETAILS – SERIES 2000 THROUGH 16000

00 01 10 - 13

VOLUME 8

PROCUREMENT PACKAGE B – EDR MEMBRANE SYSTEM

PROCUREMENT PACKAGE C – MECHANICAL EVAPORATOR SYSTEM

PROCUREMENT PACKAGE D – DIESEL-ENGINE-DRIVEN GENERATOR SET

VOLUME 9

PROCUREMENT PACKAGE E – HYDRATED LIME STORAGE AND FEED SYSTEM

PROCUREMENT PACKAGE F – PRE-ENGINEERED GRAVITY FILTERS

PROCUREMENT PACKAGE G – REVERSE OSMOSIS SYSTEM

VOLUME 10

PROCUREMENT PACKAGE H – CONTACT CLARIFIER AND GRAVITY

THICKENER MECHANISMS

PROCUREMENT PACKAGE I – VERTICAL TURBINE PUMPS

PROCUREMENT PACKAGE J – SODIUM HYPOCHLORITE GENERATION SYSTEM

PROCUREMENT PACKAGE M – CARBON DIOXIDE STORAGE AND FEED SYSTEM

END OF SECTION

REPAIR OF VERTICAL AND OVERHEAD

CONCRETE SURFACES

03 01 31 - 1

SECTION 03 01 31

REPAIR OF VERTICAL AND OVERHEAD CONCRETE SURFACES

PART 1 GENERAL

1.01 SCOPE

A. This Section provides requirements for repair of vertical and overhead concrete surfaces that are found to be defective in accordance with Section 03 30 00, Cast-in-Place Concrete, and as determined by DBO Contractor.

B. The requirements of this Section, including Submittals and Repair Conference, become effective only if and when DBO Contractor determines that concrete placed is defective and notifies Subcontractor that repair is required.

1.02 REFERENCES

A. The following is a list of standards which may be referenced in this section:

1. American Association of State Highway and Transportation Officials (AASHTO): T277, Standard Method of Test for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration.

2. American Concrete Institute (ACI):

a. 503R, Use of Epoxy Compounds with Concrete.

b. 506R, Guide to Shotcrete.

3. ASTM International (ASTM):

a. A82/A82M, Standard Specification for Steel Wire, Plain, for

Concrete Reinforcement.

b. A185/A185M, Standard Specification for Steel Welded Wire

Reinforcement, Plain, for Concrete.

c. C78, Standard Test Method for Flexural Strength of Concrete

(Using Simple Beam with Third-Point Loading).

d. C109/C109M, Standard Test Method for Compressive Strength of

Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimen).

e. C157/C157M, Standard Test Method for Length Change of Hardened Hydraulic-Cement, Mortar, and Concrete.

f. C348, Standard Test Method for Flexural Strength of Hydraulic Cement Mortars.

g. C496/C496M, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens.

03 01 31 - 2

h. C596, Standard Test Method for Drying Shrinkage of Mortar Containing Hydraulic Cement.

i. C666/C666M, Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing.

j. C882, Standard Test Method for Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant Shear.

k. C1202, Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration.

4. International Concrete Repair Institute (ICRI): 03730, Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion.

1.03 DEFINITIONS

A. Low-Pressure Spray Mortar: Mortar applied by low-pressure spraying, or in small areas by hand troweling.

B. Nonstructural Defects:

1. Areas with defects that meet the following:

a. Deemed by DBO Contractor to be superficial.

b. Less than 1 inch in depth.

c. Not subjected to structural loads or heavy wear.

C. Rebound: Shotcrete material, mostly aggregates, that bounce off a surface against which it is projected.

D. Shotcrete: Mortar pumped through a hose and projected at high velocity.

E. Structural Defects: Condition or characteristic that detracts from appearance, strength, or durability of concrete.

1. Structural defects may be in the following areas:

a. Areas subject to structural loading.

b. Areas subject to heavy wear.

c. Interior of hydraulic structure

d. Belowgrade structure.

e. Display defects or parts of defect that extend 1 inch or deeper into concrete and deemed by DBO Contractor as structural defect.

1.04 SUBMITTALS

A. Action Submittals:

1. Product data sheets for each material supplied.

2. Samples: Mesh reinforcement and mesh anchor.

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B. Informational Submittals:

1. Mortar System:

a. Manufacturer’s installation bulletin.

b. Manufacturer’s recommended fabric size for mesh reinforcement.

2. Mesh manufacturer’s installation instructions and allowable load criteria.

3. Written description of equipment proposed for hydrodemolition for surface preparation.

4. Certificates:

a. Certificate of Compliance that proposed product system meets or exceeds specified performance criteria when tested in accordance with Article Field Quality Control.

b. Mortar system Manufacturer’s Certificate of Proper Installation.

c. Shotcrete Nozzleman: Current ACI Certification.

5. Statements of Qualification:

a. Shotcrete nozzleman.

b. Mortar system manufacturer’s representative.

6. Mortar system manufacturer’s proposed modified test procedures for ASTM C109/C109M and ASTM C882 test methods.

1.05 QUALITY ASSURANCE

A. Qualifications:

1. Mortar System Applicator:

a. Experienced applicator endorsed by mortar system manufacturer.

b. For low-pressure spray mortar system in lieu of endorsement, complete mortar system manufacturer’s demonstration in accordance with Article Manufacturer’s Services.

2. Mortar System Manufacturer’s Representative: As specified in Section 01 43 33, Manufacturers’ Field Services.

3. Shotcrete Nozzleman: ACI Certification in accordance with ACI 506R.

B. Mockups:

1. Mortar System Manufacturer’s Demonstration:

a. Schedule time for manufacturer’s demonstration of repair system proposed for Project. Prepare mortar to specified consistency, for testing and placement. Initiate curing on portions of each type of surface to be repaired to include overhead and vertical applications.

b. Prepare surface area in advance of demonstration and obtain manufacturer’s acceptance of preparation for each type of application.

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c. Demonstrate:

1) Mixing and application equipment capabilities and procedures, including the flow of material from nozzle or sprayer.

2) Nozzle operator and person in charge of low-pressure sprayer, capabilities and ability to follow prescribed application procedures and properly operate equipment and apply surface repair materials.

d. Make compression test samples during demonstration and deliver to an independent testing laboratory for testing at 1, 7, and 28 days. Take a core of the demonstration placement and test for tensile bond at 1 day.

2. For each type of mortar system application demonstration, prepare area of at least 10 feet by 10 feet by the average thickness required for Project.

1.06 PREREPAIR CONFERENCE

A. Required Meeting Attendees:

1. Subcontractor.

2. Repair Subcontractor.

3. Technical representative for repair material manufacturer.

4. DBO Contractor.

B. Schedule and conduct prior to incorporation of respective products into Project. Notify DBO Contractor of location and time.

C. Agenda shall include:

1. Review of field conditions. Conduct field observations of Work to be performed.

2. Based on above observations, repair material manufacturer’s technical representative shall make material selection and repair method recommendations.

3. Technical representative for repair material manufacturer shall review proposed surface preparation, material application, consolidation, finishing, curing, and protection of repair material from weather conditions.

4. Other specified requirements requiring coordination.

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PART 2 PRODUCTS

2.01 SHOTCRETE MORTAR SYSTEM (STRUCTURAL)

A. Mortar Materials:

1. Blend of selected portland cements, microsilica, and specially graded aggregates and fibers applicable for vertical and overhead surfaces.

2. Materials shall not contain asbestos, chlorides, nitrates, added gypsum, added lime, or high aluminum cements.

3. Noncombustible before and after cure.

4. Furnish in a factory proportioned unit.

5. Workability from 1/4 inch in depth and greater.

B. Mixed Mortar Properties:

1. Working Time: 5 to 10 minutes.

2. Finishing Time: 10 to 20 minutes.

3. Color: Dark gray.

C. Cured Mortar Properties:

1. Compressive strength for 2-inch cubes and in accordance with ASTM C109/C109M, or 3-inch cubes in accordance with manufacturer’s modification to ASTM C109/C109M:

a. 7 Days: 6,000 psi minimum.

b. 28 Days: 7,000 psi minimum.

2. Flexural Strength (Modulus of Rupture) ASTM C78 at 28 Days:

1,100 psi minimum.

3. Tensile Strength, ASTM C496/C496M at 28 Days: 400 psi minimum.

4. Rapid Chloride Permeability, ASTM C1202 or AASHTO T277:

800 coulombs maximum.

5. Mortar shall not produce a vapor barrier.

D. Manufacturers and Products:

1. Degussa Building Systems, Shakopee, MN; MBT P&R Shotpatch 21F.

2. Sika Corp., Lyndhurst, NJ; SIKACEM 103 with fibers added in accordance with manufacturer’s recommendations.

3. Euclid Chemical Co., Cleveland, OH; Eucoshot with Tuf-Strand SF added per manufacturer’s recommendations.

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2.02 LOW-PRESSURE SPRAY MORTAR SYSTEM (STRUCTURAL)

A. Mortar:

1. One component, cement based, fiber reinforced, shrinkage compensated, gray in color, with a minimum 30-minute working time.

2. Cured materials mixed to a flow of 70 percent at five drops shall conform to the following criteria:

a. Minimum Slant Shear Bond Strength: 3,000 psi in 28 days in accordance with ASTM C882 test method modified with no bonding agent.

b. Minimum Compressive Strength: 6,000 psi at 28 days in accordance with ASTM C109/C109M.

c. Minimum Tensile Bond Strength ACI 503R, Appendix A or ASTM C496/C496M: 300 psi in 28 days.

d. Minimum Flexural Strength: 1,100 psi in 28 days in accordance with ASTM C348.

e. Rapid Chloride Permeability: 800 coulombs in accordance with ASTM C1202 or AASHTO T277.

f. Drying Shrinkage at 28 Days: 0.1 percent maximum in accordance with ASTM C157 Modified.

g. System shall not produce a vapor barrier.

B. Sprayable, extremely low permeability, sulfate resistant, easy to use and requiring only the addition of water.

C. Free of chlorides and other chemicals causing corrosion.

D. Manufacturers and Products:

1. Degussa Building Systems, Shakopee, MN; MBT P& R Emaco S88CI.

2. Sika Corp., Lyndhurst, NJ; SikaRepair 224.

2.03 POLYMER-MODIFIED REPAIR MORTAR (NONSTRUCTURAL)

A. Polymer-modified, cementitious based, chloride resistant, flowable, gray in color, working time of 20 minutes minimum, surface renovation mortar conforming to the following properties:

1. Minimum Slant Shear Bond Strength: 2,000 psi in 28 days in accordance in with ASTM C882 test method modified with no bonding agent.

2. Compressive Strength, ASTM C109/C109M at 28 Days: Minimum 7,000 psi.

3. Flexural Strength, ASTM C348 at 28 Days: Minimum 1,200 psi.

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4. Rapid Chloride Permeability, ASTM C1202 or AASHTO T277:

800 coulombs maximum.

5. Splitting Tensile Strength, ASTM C496/C496M at 28 days: 500 psi minimum.

6. Drying Shrinkage, ASTM C596 at 28 Days: Maximum 0.12 percent.

7. Freeze Thaw Resistance, ASTM C666/C666M, at 300 Cycles:

90 percent RDF.

B. Manufacturers and Products:

1. Degussa Building Systems, Shakopee, MN; MBT P&R Emaco R300 CI and R320 CI.

2. Sika Corp., Lyndhurst, NJ; SikaTop 123 Plus.

2.04 BONDING AGENT

A. Epoxy resin concrete cement adhesive, specifically formulated for bonding plastic portland cement concrete or mortar to hardened portland cement concrete.

1. Mixed Bonding Agent Properties:

a. Pot Life: 75 to 105 minutes.

b. Contact Time: 24 hours.

c. Concrete Color: Gray.

2. Cured Epoxy Resin Portland Cement Adhesive Properties:

a. Splitting Tensile Strength, ASTM C496/C496M at 28 Days:

500 psi minimum.

b. Flexural Strength, ASTM C348: 1,000 psi minimum.

c. Bond Strength, ASTM C882 at 14 Days:

1) 0 Hour Open Time: 2,500 psi minimum.

2) 24 Hours Open Time: 2,000 psi minimum.

d. Bonding agent shall not produce a vapor barrier.

e. Compatible with mortar system.

B. Manufacturers and Products:

1. Degussa Building Systems, Shakopee, MN; MBT P&R Emaco P24.

2. Sika Corp., Lyndhurst, NJ; Sika Armatec 110.

2.05 WATER

A. Clean and free from oil, acid, alkali, organic matter, or other deleterious substances, meeting federal drinking water standards.

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2.06 ACCESSORIES

A. Mesh Reinforcement: Welded wire fabric with spacing of wires, and wire size in accordance with ASTM A185/A185M, ASTM A82/A82M, and mortar system manufacturer’s recommendations.

B. Tie Wire: 16 gauge, galvanized.

C. Mesh Anchors:

1. Manufacturers and Products:

a. Powers Fastening, Inc.; Tie Wire Version of Power-Stud.

b. Hilti Fastener Systems; Kwik Bolt II HHDCA.

c. UCAN Fastening Products; UCAN Tie Wire Wedge Anchor.

D. Finishing Aid:

1. Manufacturers and Products:

a. Degussa Building Systems, Shakopee, MN; MBT P&R Confilm.

b. Euclid Chemical Co., Cleveland, OH; Eucobar.

c. Sika Corp., Lyndhurst, NJ; Sikafilm.

E. Flexible Cementitious Reinforcing Bar Coating:

1. Manufacturers and Products:

a. Degussa Building Systems, Shakopee, MN; MBT P&R Emaco

P22.

b. Sika Corp., Lyndhurst, NJ; Armatec 110.

PART 3 EXECUTION

3.01 GENERAL

A. Concrete surface repair system may either be shotcrete mortar or low-pressure spray mortar for structural repairs, and hand or low-pressure spray applied polymer-modified mortar for nonstructural surface applications.

3.02 PREPARATION

A. Identify unsound and deteriorated concrete by sounding techniques and review proposed extent of repair with DBO Contractor.

B. Remove unsound, honeycombed, deteriorated or otherwise defective concrete from work areas by high-pressure water blasting machine capable of removing concrete surfaces to a minimum amplitude roughness of 3/16 inch or as shown on Drawings. Where final surface is required to be flush with

03 01 31 - 9 existing surface remove existing concrete depth as required for application of minimum thickness of mortar.

C. To avoid tapered shoulders square edges of patch areas by sawing or chipping.

D. Collect and dispose of water from removal operations in manner and location acceptable to DBO Contractor.

E. Do not use power-driven jackhammers and chipping hammers, unless water blasting is not practical or may cause other damage.

F. Where reinforcing steel is corroded, remove concrete minimum of 1-inch clear around reinforcing bar for application and bonding of new mortar to entire surface of exposed reinforcing steel if the following surface conditions exist:

1. 50 percent or more of reinforcing bar surface is exposed during removal of concrete.

2. 25 percent or more of reinforcing steel surface is exposed during removal of concrete and extent of reinforcing bar corrosion is such that more than 25 percent of material is lost.

3. Bond between existing concrete and reinforcement has deteriorated as determined by DBO Contractor.

G. Clean exposed reinforcing steel of rust and concrete per recommendations of repair material manufacturer and in accordance with recommendations ICRI 03730. Coat exposed reinforcing steel with flexible cementitious reinforcing bar coating.

H. Remove slurry from prepared areas before new mortar is applied.

I. Clean surface of laitance and contamination. Dampen area to be patched and an area at least 6 inches beyond for at least 24 hours to prevent absorption of water from patching mortar. Provide saturated surface dry (SSD) condition for existing concrete at time of application of mortar.

3.03 MESH REINFORCEMENT INSTALLATION

A. Provide reinforcement when existing reinforcement is not exposed, and when mortar application is more than 3 inches deep, unless otherwise shown on Drawings.

B. Install mesh anchors in accordance with mesh manufacturer’s instructions.

C. Fasten reinforcement to mesh anchors with tie wire.

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D. Lap reinforcement a minimum of one mesh spacing and secure with tie wire at intervals no less than 12 inches.

3.04 SHOTCRETE MORTAR APPLICATION

A. Apply mortar in accordance with manufacturer’s instructions.

B. Do not reuse rebound materials.

C. Apply mortar utilizing dry mix process.

D. Mortar shall emerge from nozzle in a steady, uninterrupted flow. If flow becomes intermittent, direct flow away from Work until flow of mortar becomes constant.

E. Minimum thickness of applied mortar 1-1/2 inches or 2 inches of cover over existing reinforcement which ever results in a thicker coat.

F. Slice off excess material with a wire screed approximately 5 to 10 minutes after initial set.

G. Apply finish to exposed mortar surfaces to match existing surfaces and in accordance with manufacturer’s instructions. Steel trowel finish when finish coat is not applied. Apply full strength finishing aid.

H. Rebound Removal: Continuously throughout mortar application, remove rebound, sand, and miscellaneous debris.

I. Nozzle Position: Hold nozzle approximately at right angles to and at a distance from surface in accordance with mortar system manufacturer’s instructions for type of application, nozzle, and air pressure used.

J. Reinforcing Steel Encasement: Modify procedure of shooting mortar to better direct material around reinforcement bars. Prevent mortar from building up on reinforcement steel when shooting on, around, through, and behind steel to eliminate voids. Provide dense void-free encasement of reinforcement steel.

K. Shotcreting More than One Layer: In accordance with mortar system manufacturer’s instructions.

3.05 LOW-PRESSURE SPRAY MORTAR APPLICATION

A. Mix mortar in mortar-concrete mixer attached to pump-spray equipment for spray application. Mix with a slow speed drill and jiffler type paddle or small mortar type mixer for hand trowel application.

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B. After priming substrate per manufacturer’s recommendations, apply mortar by low pressure spraying equipment unless noted otherwise.

C. Bonding Agent:

1. Use bonding agent for hand applied areas.

2. Application of repair mortar over the bonding agent shall be completed within time frame recommended by bonding agent manufacturer.

3. Consult with manufacturer for optimum and minimum acceptable degrees of surface tackiness of coat.

D. Work mortar firmly and quickly into repair…