Wilsonville WWTP Improvements Design-Build-Operate · Design-Build-Operate Volume 1 Specifications Divisions 1 ‒ 20. WILSONVILLE, OREGON ... 35 20 16.25 Fabricated Slide Gates Supplement:

June 2014

Record Drawings

Wilsonvi l le WWTP ImprovementsDesign-Bui ld-Operate

Vo l u m e 1

S p e c i f i c a t i o n sD i v i s i o n s 1 ‒ 2 0

WILSONVILLE, OREGON

DESIGN-BUILD-OPERATE

CONSTRUCTION DOCUMENTS

for the

WILSONVILLE WASTEWATER TREATMENT PLANT IMPROVEMENTS

VOLUME 1

DIVISIONS 1 THROUGH 20

****

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CH2M HILL

Corvallis, Oregon

June 2014

© CH2M HILL 2014. All rights reserved. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of CH2M HILL and is not to be used in whole or part, for any other project without the written authorization of CH2M HILL.

Project No. 425034 Copy No.

WILSONVILLE WWTP IMPROVEMENTS – DBO

PW/WBG/425034 TABLE OF CONTENTS JANUARY 2014 00 01 10 - 1 ©COPYRIGHT 2014 CH2M HILL

TABLE OF CONTENTS

SPECIFICATIONS

VOLUME 1

DIVISION 1—GENERAL REQUIREMENTS

01 31 13 Project Coordination Supplement: Special Plant Accommodation (SPA) 01 31 19 Project Meetings 01 32 00 Construction Progress Documentation 01 33 00 Submittal Procedures Supplements: Transmittal of Subcontractor’s Submittal Form Material or Equipment Substitution Request Form 01 42 13 Abbreviations and Acronyms 01 43 33 Manufacturers’ Field Services Supplements: Manufacturer’s Certificate of Compliance Manufacturer’s Certificate of Proper Installation 01 45 16.13 Subcontractor Quality Control 01 45 33 Special Inspection, Observation, and Testing Supplements: Contractor’s Statement of Responsibility Seismic Qualification of Mechanical and Electrical Equipment Certificate of Compliance 01 50 00 Temporary Facilities and Controls 01 56 39 Temporary Plant Protection 01 57 13 Erosion and Sediment Control 01 61 00 Common Product Requirements 01 64 00 CH2M HILL-Furnished Products 01 77 00 Closeout Procedures 01 78 23 Operation, Maintenance, and Asset Data Supplements: Maintenance Summary Form Electronic Document Requirements 01 88 15 Anchorage and Bracing 01 91 14 Equipment Testing and Facility Startup

DIVISION 2—EXISTING CONDITIONS

02 41 00 Demolition


TABLE OF CONTENTS PW/WBG/425034 00 01 10 - 2 JANUARY 2014 ©COPYRIGHT 2014 CH2M HILL

DIVISION 3—CONCRETE

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 Reinforcing Steel 03 30 00 Cast-in-Place Concrete Supplements: Concrete Mix Design, Class 4500F2S1P1C1-1 Concrete Mix Design, Class 4500F2S1P1C1-2 Concrete Mix Design, Class SM00F2S1P1C1 Concrete Mix Design, Class 3500F1S1P1C1 03 39 00 Concrete Curing 03 62 00 Nonshrink Grouting Supplement: 24-Hour Evaluation of Nonshrink Grout Test Form and Grout

Testing Procedures 03 63 00 Concrete Doweling 03 64 23 Crack Repair Epoxy Injection Grouting

DIVISION 4—MASONRY

04 22 00 Concrete Unit Masonry

DIVISION 5—METALS

05 05 23 Welding Supplement: Welding and Nondestructive Testing Table 05 12 00 Structural Steel Framing 05 21 19 Open Web Steel Joist Framing 05 31 00 Steel Decking 05 50 00 Metal Fabrications 05 52 00 Metal Railings 05 53 00 Metal Gratings

DIVISION 6—WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry

DIVISION 7—THERMAL AND MOISTURE PROTECTION

07 14 00 Fluid-Applied Waterproofing 07 21 00 Thermal Insulation 07 41 13 Metal Roof Panels



07 54 23 Thermoplastic Membrane Roofing 07 62 00 Sheet Metal Flashing and Trim 07 70 01 Roof Specialties and Accessories 07 84 00 Firestopping 07 92 00 Joint Sealants

DIVISION 8—OPENINGS

08 11 00 Metal Doors and Frames 08 30 00 Specialty Doors 08 40 00 Fabric Cover 08 45 00 Translucent Wall Assemblies 08 71 00 Door Hardware 08 80 00 Glazing 08 90 00 Louvers

DIVISION 9—FINISHES

09 29 00 Gypsum Board 09 65 00 Resilient Flooring and Base 09 90 00 Painting and Coating Supplements: Paint System Data Sheet (PSDS) Paint Product Data Sheet (PPDS) 09 96 35 Chemical-Resistant Coatings Supplements: Chemical Resistant Coating Data Sheet (CRCDS) Chemical Resistant Coating Product Data Sheet (CRCPDS) 09 97 26 Cementitious Coatings

DIVISION 10—SPECIALTIES

10 14 00 Signage Supplement: Sign Schedule 10 28 00 Toilet and Bath Accessories 10 44 00 Portable Fire and Safety Equipment 10 80 00 Miscellaneous Specialties 10 88 13 Low Profile Shallow Pit Truck Scale

DIVISIONS 11 THRU 20—NOT USED



VOLUME 2

DIVISION 21—FIRE SUPPRESSION

21 13 00 Fire-Suppression Sprinkler Systems

DIVISION 22—PLUMBING

22 10 01 Plumbing Piping and Accessories 22 10 01.02 Polyvinyl Chloride Drain Waste and Vent (PVC-DWV) Pipe and

Fittings Data Sheet 22 10 01.03 Cast Iron Soil Pipe (CISP) and Fittings Data Sheet 22 30 00 Plumbing Equipment 22 40 00 Plumbing Fixtures

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

23 05 48 Vibration Isolation for HVAC Piping and Equipment Supplement: Vibration Isolation Schedule for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC and Odor Control 23 09 00 Instrumentation and Control Devices for HVAC 23 09 13 HVAC Controls, Field Components, and Instruments 23 23 00 Refrigerant Piping 23 31 13 Metal Ducts and Accessories Supplement: Ductwork Schedule 23 31 16.16 Foul Air Ductwork and Accessories 23 34 00 Fans 23 37 00 Air Outlets and Inlets 23 60 00.01 Secondary Effluent Cooling Towers Supplement: Secondary Effluent Cooling Towers Induction Motor Data Sheet 23 60 00.02 Dryer Condensate Cooling Tower Supplement: Dryer Condensate Cooling Tower Induction Motor Data Sheet 23 77 00 Air Handling Units 23 81 00 Unitary Air-Conditioning Equipment

DIVISIONS 24 AND 25—NOT USED

VOLUME 3

DIVISION 26—ELECTRICAL

26 05 02 Basic Electrical Requirements



26 05 04 Basic Electrical Materials and Methods 26 05 05 Conductors 26 05 26 Grounding and Bonding for Electrical Systems 26 05 33 Raceway and Boxes 26 05 70 Electrical Systems Analysis Supplement: Figure 1: Example Arc Flash Label 26 08 00 Commissioning of Electrical Systems 26 09 13 Power Measurement and Control 26 12 02 Liquid-Filled Pad-Mounted Transformers 26 13 16.02 Pad-Mounted Switchgear 26 14 13 Switchboards 26 20 00 Low-Voltage AC Induction Motors 26 22 00 Low-Voltage Transformers 26 24 16 Panelboards 26 24 19 Low-Voltage Motor Control 26 27 26 Wiring Devices 26 29 23 Low-Voltage Adjustable Frequency Drive System 26 32 13.13 Diesel Engine Generator Set 26 36 23 Automatic Transfer Controllers 26 43 00 Surge Protection Devices 26 50 00 Lighting

DIVISION 27—NOT USED

DIVISION 28—ELECTRONIC SAFETY AND SECURITY

28 13 00 Security Systems 28 31 00 Fire Detection and Alarm


DIVISION 31—EARTHWORK

31 10 00 Site Clearing 31 23 13 Subgrade Preparation 31 23 16 Excavation 31 23 19.01 Dewatering 31 23 23 Fill and Backfill 31 23 23.15 Trench Backfill 31 32 19.16 Geotextile 31 37 00 Riprap 31 41 00 Shoring



DIVISION 32—EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Courses 32 12 16 Asphalt Paving 32 16 00 Sidewalks 32 31 13 Chain Link Fences and Gates 32 84 23 Landscape Irrigation Systems 32 91 13 Soil Preparation 32 92 00 Turf and Grasses 32 93 00 Plants 32 94 45 Landscape Maintenance

VOLUME 4

DIVISION 33—UTILITIES

33 05 01 Conveyance Piping—General 33 05 01.09 Polyvinyl Chloride (PVC) Pressure Pipe and Fittings 33 05 13 Manholes 33 05 16.13 Precast Concrete Utility Structure 33 12 19 Water Utility Distribution Fire Hydrants 33 13 00 Disinfection of Water Utility Distribution Facilities 33 41 01 Storm Drain, Drainage Piping, and Underdrain Piping 33 41 01.03 Polyvinyl Chloride (PVC) Gravity Data Sheet 33 41 01.05 Reinforced Concrete Data Sheet 33 41 01.09 Polyvinyl Chloride (PVC) Underdrain Data Sheet


DIVISION 35—WATERWAY AND MARINE CONSTRUCTION

35 20 16.25 Fabricated Slide Gates Supplement: Slide Gate Schedule


DIVISION 40—PROCESS INTEGRATION

40 05 15 Piping Support Systems 40 05 33 Pipe Heat Tracing 40 27 00 Process Piping – General 40 27 00.01 Cement-Mortar or Glass-Lined Ductile Iron Pipe and Fittings Data

Sheet 40 27 00.03 Carbon Steel Pipe and Fittings Data Sheet 40 27 00.07 Galvanized Steel Pipe and Malleable Iron Fittings Data Sheet



40 27 00.08 Stainless Steel Pipe and Fittings Data Sheet 40 27 00.10 Polyvinyl Chloride (PVC) Pipe and Fittings Data Sheet 40 27 00.13 Copper and Copper Alloy Pipe, Tubing, and Fittings Data Sheet 40 27 00.19 High-Density Polyethylene (HDPE) Pipe and Fittings Data Sheet 40 27 00.21 Profile Wall Polyethylene (PWPE) Data Sheet 40 27 01 Process Piping Specialties 40 27 02 Process Valves and Operators Supplements: Manual Valve Schedule 480V Power Operated Valve Schedule 120V Power Operated Valve Schedule Self-Regulated Valve Schedule 40 42 13 Mechanical Insulation 40 80 01 Process Piping Leakage Testing 40 91 00 Instrumentation Components Supplements: Instrument List Instrument Data Sheets 40 92 01 Control Panels Supplement: Control Panel Schedule 40 92 05 Programmable Logic Controllers Supplements: PLC Equipment List I/O List - Hardwired I/O List - Network 40 92 06 SCADA Components Supplements: SCADA Components List SCADA Components Data Sheets 40 92 07 Ethernet Network Components Supplements: Ethernet Components List Ethernet Components Data Sheets 40 99 90 Package Control Systems


VOLUME 5

DIVISION 43—PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE EQUIPMENT

43 22 25 Biosolids Drying System



DIVISION 44—POLLUTION CONTROL EQUIPMENT

44 41 11.13 Aeration Basin Anaerobic Mixers Supplement: Anaerobic Mixers Data Sheet 44 42 19.05 Variable-Speed Turbo Air Blowers Supplement: Aeration Blowers Data Sheet 44 42 24.03 Secondary Clarifier Mechanism (Suction Header/Manifold Type) Supplement: Secondary Clarifier Mechanism Induction Motor Data Sheet 44 42 25.03 Prefabricated Rectangular Aluminum Cover Supplements: Lightnin Design Criteria Philadelphia Design Criteria 44 42 28 FRP Weir and Baffle Plates 44 42 30 Influent Screening System 44 42 33 Biofilter Odor Control System 44 42 40 Vortex Grit Chamber Equipment 44 42 41 Grit Cyclone and Classifier Supplement: Grit Classifier Induction Motor Data Sheet 44 42 56.01 Screw-Induced Flow Centrifugal Pumps Supplement: RAS Pump Data Sheet 44 42 56.03 Vertical Turbine Pumps Supplement: Secondary Effluent Pump Data Sheet 44 42 56.04 Submersible Pumps Supplement: Submersible Pump Schedule 44 42 56.05 Submersible Chopper Pump 44 42 56.10 Horizontal Centrifugal Pumps Supplement: Secondary Effluent Cooling Tower Pumps Data Sheet 44 42 56.13 Progressing Cavity Pumps Supplement: Centrifuge Feed Pump Data Sheet 44 42 73.01 Thermoplastic Liner for Concrete Structures 44 45 16.02 Fine Bubble Air Diffuser System 44 46 10 Dewatering Centrifuges 44 46 30 Miscellaneous Mechanical Equipment 44 47 28.26 Activated Carbon Odor Control System 44 66 22 UV Disinfection System




DIVISION 46—WATER AND WASTEWATER EQUIPMENT

46 61 46.13 Disk Filter Equipment


VOLUME 6

DRAWINGS

VOLUME 7

DESIGN DETAILS

END OF SECTION


PW/WBG/425034 PROJECT COORDINATION MARCH 2012 01 31 13 - 1 ©COPYRIGHT 2012 CH2M HILL

SECTION 01 31 13 PROJECT COORDINATION

PART 1 GENERAL

1.01 RELATED WORK AT SITE

A. General:

1. Other work that is either directly or indirectly related to scheduled performance of the Work under these Contract Documents, listed henceforth, is anticipated to be performed at Site by others. a. PGE power feed to main switchgear. b. PGE disconnect of existing electrical facilities once new service is

energized. c. Northwest Natural Gas pipeline installation.

1.02 CH2MHILL-FURNISHED PRODUCTS

A. Refer to Section 01 64 00, CH2M HILL-Furnished Products.

1.03 UTILITY NOTIFICATION AND COORDINATION

A. Coordinate the Work with various utilities. Notify applicable utilities and CH2M HILL prior to commencing Work, if damage occurs, or if conflicts or emergencies arise during Work.

1.04 SPECIAL INSPECTION AND TESTING

A. The International Building Code (IBC) requires that special inspections and testing be performed on certain structural elements of the Project. The Owner’s Representative will contract for or perform all onsite special inspections and testing required by the IBC. CH2M HILL is responsible for coordination and scheduling of special inspections. See Section 01 45 33, Special Inspection, Observation, and Testing.

1.05 CLEANING OF PROCESS COMPONENTS

A. Prior to turning over a process component CH2M HILL shall partially drain liquid and sludge from the various process components that are part of this Project, except as otherwise noted in the Specifications.

B. CH2M HILL shall drain the process components to the extent possible under normal operating conditions in effect at the WRF at the time when the component is removed from service.


PROJECT COORDINATION PW/WBG/425034 01 31 13 - 2 MARCH 2012 ©COPYRIGHT 2012 CH2M HILL

C. Subcontractor shall be responsible for ventilating the spaces, emptying the tanks of any remaining process material remaining after CH2M HILL has completed the Work described in paragraphs above, hosing, pressure washing, and sanitizing all surfaces to make a safe and effective working environment for inspections and other specified work in process components removed from service to facilitate work by this Project.

D. All cleaned surfaces shall be free of extraneous materials to facilitate inspections.

1.06 FACILITY OPERATIONS

A. Continuous operation of the Wilsonville WWTP is of critical importance. Schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified.

B. Perform Work continuously during critical connections and changeovers, and as required to prevent interruption of the WWTP’s operations. All materials and equipment (including emergency equipment) necessary to expedite the tie-in, shall be on hand prior to the interruption or shutdown of existing services or utilities. Under no circumstances cease work at the end of a normal working day if such actions may inadvertently cause a cessation of any facility operating process, in which case, remain onsite until necessary repairs are complete.

C. When necessary, plan, design, and provide various temporary services, utilities, connections, temporary piping and heating, access, and similar items to maintain continuous operations of the facility.

D. Do not close lines, open or close valves, or take other action which would affect the operation of existing systems or utilities, except as specifically required by the Contract Documents and after authorization by CH2M HILL. Such authorization will be considered within 48 hours after receipt of Subcontractor’s written request.

E. Process or Facility Shutdown:

1. Provide 7 days advance written request for approval of need to shut down a process or facility to CH2M HILL via the Special Plant Accommodation (SPA) form.

2. Power outages will be considered upon 48 hours written request to CH2M HILL. Describe the reason, anticipated length of time, and areas affected by the outage. Provide temporary provisions for continuous power supply to critical facility components.



F. Install and maintain temporary connections required to maintain operation. Sequences other than those specified will be considered upon written request to CH2M HILL, provided they afford equivalent continuity of operations.

G. Do not proceed with Work affecting a facility’s operation without obtaining CH2M HILL’s advance approval of the need for and duration of such Work via the SPA process.

H. Relocation of Existing Facilities:

1. During construction, it is expected that minor relocations of Work will be necessary.

2. Provide complete relocation of existing structures and Underground Facilities, including piping, utilities, equipment, structures, electrical conduit wiring, electrical duct bank, instrumentation, and other necessary items.

3. Use only new materials for relocated facility. Match materials of existing facility, unless otherwise shown or specified.

4. Perform relocations to minimize downtime of existing facilities. 5. Install new portions of existing facilities in their relocated position prior

to removal of existing facilities, unless otherwise accepted by CH2M HILL.

1.07 ADJACENT FACILITIES AND PROPERTIES

A. Examination:

1. After Effective Date of the Agreement and before Work at Site is started, CH2M HILL, Subcontractor, and affected property owners and utility owners shall make a thorough examination of pre-existing conditions including existing buildings, structures, and other improvements in vicinity of Work, as applicable, which could be damaged by construction operations.

2. Periodic reexamination shall be jointly performed to include, but not limited to, cracks in structures, settlement, leakage, and similar conditions.

B. Documentation:

1. Record and submit documentation of observations made on examination inspections.

2. Upon receipt, CH2M HILL will review, sign, and return one record copy of documentation to Subcontractor to be kept on file in field office.

3. Such documentation shall be used as indisputable evidence in ascertaining whether and to what extent damage occurred as a result of


PROJECT COORDINATION PW/WBG/425034 01 31 13 - 4 MARCH 2012 ©COPYRIGHT 2012 CH2M HILL

Subcontractor’s operations, and is for the protection of adjacent property owners, CH2M HILL, and City of Wilsonville.

1.08 REFERENCE POINTS AND SURVEYS

A. CH2M HILL’s Responsibilities:

1. Establish bench marks convenient to Work. CH2M HILL will provide benchmarks.

2. Establish horizontal reference points or coordinate system with bench marks and reference points for Subcontractor’s use as necessary to lay out Work.

B. Location and elevation of bench marks are shown on Drawings.

C. Subcontractor’s Responsibilities:

1. Provide additional survey and layout required to perform the Work. 2. Check and establish exact location of existing facilities prior to

construction of new facilities and any connections thereto. 3. Maintain complete accurate log of survey Work as it progresses as a

Record Document. 4. On request of CH2M HILL, submit documentation. 5. Provide competent employee(s), tools, stakes, and other equipment and

materials as CH2M HILL may require to: a. Establish control points, lines, and easement boundaries. b. Check layout, survey, and measurement Work performed by

others. c. Measure quantities for payment purposes.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 SALVAGE OF MATERIALS

A. Requirements specified in Section 02 41 00, Demolition.

3.02 CUTTING, FITTING, AND PATCHING

A. Cut, fit, adjust, or patch Work and work of others, including excavation and backfill as required, to make Work complete.



B. Obtain prior written authorization of CH2M HILL before commencing Work to cut or otherwise alter:

1. Structural or reinforcing steel, structural column or beam, elevated slab, trusses, or other structural member.

2. Weather or moisture-resistant elements. 3. Efficiency, maintenance, or safety of element. 4. Work of others.

C. Refinish surfaces, with qualified workers, to provide an even finish.

1. Refinish continuous surfaces to nearest intersection. 2. Refinish entire assemblies. 3. Finish restored surfaces to such planes, shapes, and textures that no

transition between existing work and Work is evident in finished surfaces.

D. Restore existing work, Underground Facilities, and surfaces that are to remain in completed Work including concrete-embedded piping, conduit, and other utilities as specified and as shown.

E. Make restorations with new materials and appropriate methods as specified for new Work of similar nature; if not specified, use recommended practice of manufacturer or appropriate trade association.

F. Fit Work watertight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces and fill voids.

G. Remove and replace specimens of installed Work for testing when requested by CH2M HILL.

3.03 SUPPLEMENT

A. The supplement listed below, following “End of Section,” is part of this Specification.

1. Special Plant Accommodation (SPA).

END OF SECTION


PW/WBG/425034 PROJECT COORDINATION MARCH 2012 01 31 13 SUPPLEMENT - 1 ©COPYRIGHT 2012 CH2M HILL

SPECIAL PLANT ACCOMMODATION (SPA) (Blank Form Updated February 2009)

PROJECT NAME: Wilsonville WWTP DBO Project

LOCATION: Site Location SPA #: 001

DATE SPA INITIATED

SPA NAME Shutdown

START DATE

FINISH DATE

DURATION 0 hrs.

POTENTIAL FOR SPILL YES NO If yes, attach spill prevention plan.

POTENTIAL SPILL MATERIAL SRAS

PROJECT/CONSTRUCTION MANAGER* Enrique Ramos

CELL PHONE (619) 208-6287

CONTRACTORS AND CONTACT PERSONS* John Doe

CELL PHONE (123) 456-7890

IMPACT TO PLANT ANY POTENTIAL FOR RISK TO COMPLIANCE?

NO MITIGATED – Ops Director to initial

WORK TO BE PERFORMED BY CONTRACTORS (company names)

WORK TO BE PERFORMED BY PLANT OPERATIONS

COMMENTS – ANY OPERATIONS TRAINING NEEDED?

OPERATIONS* Facility Manager

DATE

DESIGN BUILDER* Construction Manager/Superintendent

DATE

SUBCONTRACTOR* Construction Manager/Superintendent

DATE

Cc: Above * persons and Plant Control Room, Subcontractor, File


PW/WBG/425034 PROJECT MEETINGS MARCH 2012 01 31 19 - 1 ©COPYRIGHT 2012 CH2M HILL

SECTION 01 31 19 PROJECT MEETINGS

PART 1 GENERAL

1.01 GENERAL

A. CH2M HILL will schedule meetings throughout progress of the Work, prepare meeting agenda with regular participant input. CH2M HILL will conduct meetings, record minutes to include significant proceedings and decisions, and reproduce and distribute copies of minutes within 5 business days after each meeting to participants and parties affected by meeting decisions.

1.02 PRECONSTRUCTION CONFERENCE

A. Subcontractor shall be prepared to discuss the following subjects, as a minimum:

1. Required schedules. 2. Bonds and insurance. 3. Sequencing of critical path work items. 4. Progress payment procedures. 5. Project change management. 6. Use of Site, access, office and storage areas, security and temporary

facilities. 7. Submittal/RFI schedule and procedures. 8. Major product delivery and priorities. 9. Subcontractor’s safety plan and representative. 10. Subcontractor’s QA/QC plan. 11. Subcontractor staffing plan. 12. Outstanding issues.

B. Attendees will include:

1. Subcontractor’s Representative with Full Authority to make decisions on behalf of Subcontractor.

2. Subcontractor’s resident superintendent. 3. Subcontractor’s quality control representative. 4. Subcontractor’s safety representative. 5. Subcontractors’ representatives whom Subcontractor may desire or

CH2M HILL may request to attend. 6. CH2M HILL’s representatives. 7. Others as appropriate.


PROJECT MEETINGS PW/WBG/425034 01 31 19 - 2 MARCH 2012 ©COPYRIGHT 2012 CH2M HILL

1.03 PRELIMINARY SCHEDULES REVIEW MEETING

A. As set forth in Section 01 32 00, Construction Progress Documentation.

1.04 DAILY COORDINATION MEETINGS

A. CH2M HILL will schedule regular progress meetings at Site (6:30 a.m.), unless otherwise directed by CH2M HILL, conducted daily to review safety, general work coordination, collection of daily reports, workforce for the day, and other matters needing discussion and resolution.

B. Attendees shall include:

1. CH2M HILL. 2. Subcontractor’s representative with full authority to make decisions on

behalf of Subcontractor. 3. Others, as appropriate, as directed by CH2M HILL.

1.05 PREINSTALLATION MEETINGS

A. When required in individual sections or as directed by CH2M HILL, convene at Site prior to commencing the Work of that Section.

B. Require attendance of entities directly affecting, or affected by, the Work of that Section or as directed by CH2M HILL.

C. Notify CH2M HILL a minimum of 4 days in advance of meeting date.

D. Unless provided in advance by CH2M HILL, provide suggested agenda to include reviewing conditions of installation, preparation and installation or application procedures, and coordination with related Work and work of others.

1.06 FACILITY STARTUP MEETINGS

A. Attend and participate in facility startup meetings.

B. Attendees will include:

1. Subcontractor’s representative with full authority to make decisions on behalf of Subcontractor.

2. Subcontractor’s designated quality control representative. 3. Subcontractors and equipment manufacturer’s representatives whom

CH2M HILL deems to be directly involved in facility startup. 4. CH2M HILL’s personnel.


PW/WBG/425034 PROJECT MEETINGS MARCH 2012 01 31 19 - 3 ©COPYRIGHT 2012 CH2M HILL

5. Others as required by Contract Documents or as deemed necessary by CH2M HILL.

1.07 SAFETY MEETINGS

A. Monthly Mass Safety Meeting:

1. Attend monthly mass safety meetings to be held at the Project site or as directed by CH2M HILL.

2. Meeting agenda shall include but not limited to: a. Overall site safety performance. b. Safety issues. c. Project FSI reviews as required. d. Safety recognitions. e. Upcoming medium/high risk work activities. f. ESP progress. g. Any other items deemed necessary by CH2M HILL.

3. Attendees shall include all employees working on site.

B. Safety Committee Meeting:

1. Subcontractor shall designate one craft level employee to participate in the Project’s Safety Committee.

2. The committee shall meet monthly, or as directed by CH2M HILL, to conduct job wide safety audit, discuss pertinent safety concerns, or any other items deemed necessary for project safety.

1.08 OTHER MEETINGS

A. In accordance with Contract Documents and as may be required by CH2M HILL.


PART 3 EXECUTION

3.01 EXECUTION PLAN

A. The Subcontractor shall prepare, submit and present an Execution Plan of the work that describes at a minimum the following:

1. What safety Risks are identified and how they will be mitigated through the course of the work in accordance with the FSI.

2. Overview of the work and phases of the work. 3. Detailed description of the work in each phase.


PROJECT MEETINGS PW/WBG/425034 01 31 19 - 4 MARCH 2012 ©COPYRIGHT 2012 CH2M HILL

4. Manpower and equipment utilized to perform the work described by areas and crafts.

5. Deliveries, lay down and areas needed to perform the work along with durations and phases. Installation of the work by areas and phases in accordance with the CH2M HILL project schedule.

6. Quality Control of the work for each discipline involved with the scope of work.

7. Coordination of other Contractors’ work needed to perform the work. 8. CH2M HILL assistance in specific areas of the work.

B. CH2M HILL will determine if the Execution Plan will be required to be submitted prior to work being performed or in phases along with the level of detail required.

END OF SECTION


PW/WBG/425034 CONSTRUCTION PROGRESS MARCH 2012 DOCUMENTATION ©COPYRIGHT 2012 CH2M HILL 01 32 00 - 1

SECTION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 GENERAL

1.01 SUBMITTALS

A. Informational Submittals:

1. Subcontractor’s Supplemental Schedule: To be submitted to CH2M HILL within 30 days after Effective Date of Agreement.

2. Project Schedule Update Report: Submit on a weekly basis, in conjunction with the weekly Schedule Progress Meeting.

3. Initial Workforce Histogram (or Table): To be submitted to CH2M HILL within 30 days after Effective Date of Agreement.

4. Actual Weekly Workhours Expended: To be submitted no later than Wednesday close of business following the end of the previous work week.

5. Initial Quantity Installation Histogram: To be submitted to CH2M HILL within 30 days after Effective Date of Agreement.

6. Planned Weekly Quantity Installation Report: The Subcontractor will provide planned quantity installation histograms and/or tables. These histograms will show the planned quantity installation, of a given unit of measure, on a weekly basis.

7. Actual Weekly Quantity Installation Report: To be submitted no later than Monday close of business following the end of the previous work week.

1.02 GENERAL DEFINITIONS

A. Baseline Project Schedule: Developed by CH2M HILL. It is the basis for developing the Working Project Schedule.

B. Supplemental Schedule: Developed by Subcontractor. It is directly related to the Baseline Project Schedule. Many detailed activities on Supplemental Project Schedule to One Activity on the Baseline Project Schedule.

C. Working Project Schedule: Developed and maintained by CH2M HILL. The Working Project Schedule incorporates the Subcontractor’s approved Supplemental Schedule and is updated and used to track project progress throughout the duration of the project.

D. Three-Week Look Ahead Schedule: Subset of Working Project Schedule. Contains activities 1 week prior to Data Date and 3 weeks after Data Date.

WILSONVILLE WWTP MPROVEMENTS – DBO

CONSTRUCTION PROGRESS PW/WBG/425034 DOCUMENTATION MARCH 2012 01 32 00 - 2 ©COPYRIGHT 2012 CH2M HILL

E. Rules of Credit: Rules for taking physical progress on an activity, based on giving weighted value to different phases of work, while installing a given resource. (See Paragraph Quantity Reporting).

F. Scheduling:

1. CH2M HILL has developed a Baseline Project Schedule that Subcontractor shall comply with, along with all updates to this Baseline, for the overall direction of the Work. Subcontractor shall, within 30 days after award of the Subcontract, prepare and submit to CH2M HILL for approval a Supplemental Schedule showing the Baseline Project Schedule activities broken down into more detail. The Supplemental Schedule shall be developed on the Subcontractors scheduling tools. The output that is submitted back to CH2M HILL shall be a Bar Chart showing each of the Baseline Project Schedule activities. Under each one of the Baseline Project Schedule activities the Subcontractor shall show the detailed activities, which have been developed. The total duration of the detailed activities shall equal the duration of the Baseline Project Schedule activity. If the Subcontractor’s Supplemental Schedule is not acceptable CH2M HILL will notify the Subcontractor and provide comments on unacceptable items. The Subcontractor will make corrections and resubmit within 10 days of the notification. The review and revision process will continue until the Supplemental Schedule is accepted by CH2M HILL. After approval CH2M HILL will take the Supplemental Schedule and integrate it into the Baseline Project Schedule. From that point forward the schedule will be known as the Working Project Schedule. The Working Project Schedule will become the basis for measuring the Subcontractor’s progress and schedule compliance and will always be compared against the Baseline Project Schedule. If Subcontractor fails to submit a Supplemental Schedule within the time prescribed, CH2M HILL may withhold approval of progress payments until the Subcontractor submits the required Schedule.

2. Subcontractor shall submit weekly to CH2M HILL actual progress information as required to allow CH2M HILL to update the Working Project Schedule. If, in the opinion of CH2M HILL, Subcontractor falls behind their activities contained in the Working Project Schedule, or any subsequent updates, Subcontractor shall take steps necessary to improve its progress, including those that may be required by CH2M HILL, without additional cost to CH2M HILL. In this circumstance, CH2M HILL may require Subcontractor to increase the number of workers and supervision, shifts, overtime operations, days of work and/or the amount of construction plant, and to submit for approval any additional supplementary schedule or schedules as deemed



necessary by CH2M HILL to demonstrate how the approved rate of progress will be regained.

3. Subcontractor shall participate in a weekly schedule meeting. This meeting will cover work completed during the previous week and the work to be completed in the next 3 weeks, following the meeting. Each week CH2M HILL will update the schedule and issue a 3-Week Look Ahead Schedule report, back to the Subcontractors. In preparation for the weekly meeting Subcontractor shall review and manually update the previous week’s 3-Week Look Ahead Schedule and be prepared to be an active participant in the meetings discussions. All Subcontractors, on-site, will participate in each weekly schedule meeting.

4. Failure of Subcontractor to comply with the requirements of CH2M HILL under this clause shall be grounds for a determination by CH2M HILL that Subcontractor is not prosecuting Subcontractor’s Work with sufficient diligence to ensure completion within the time specified in this Subcontract. Upon making this determination, CH2M HILL may terminate Subcontractor’s right to proceed with Subcontractor’s Work, or any separable part of it.

G. Schedule of Values:

1. Subcontractor is responsible for developing a Schedule of Values (SOV) for use in Progress Payments on their Contract with CH2M HILL. In all cases, each item on the Schedule of Values must be directly related to activities on the Working Project Schedule, with the exception of Contract Document items. If other than a Contract Document item, the Subcontractor must be able to relate one activity (or a group of activities) on the Working Project Schedule, to one item on the Schedule of Values. In no cases, can one activity on the Working Project Schedule go to more than one item on the Schedule of Values. Subcontractor must submit their proposed SOV to CH2M HILL within 30 days after award of Subcontract. As a general rule, the SOV should match, as closely as possible, the activities on the Baseline Project Schedule. Each line item on the SOV will contain a value equal to the work being done. The aggregate of all items on the SOV shall equal the Contract Value.



2. CH2M HILL will review the submitted Schedule of Values, for compliance with requirements on CH2M HILL Project Accounting Procedures. Any deviations will be negotiated with Subcontractor and resolved. At that point, CH2M HILL will enter the required CH2M HILL Accounting Code to each item on the Schedule of Values, approve and return to Subcontractor. Subcontractor will be required to submit the approved Schedule of Values as back-up to Subcontractor’s Monthly Payment Request. Each line item in the Schedule of Values, shall list the following: a. Item Description. b. CH2M Accounting Code. c. Total Qty and Value of Item. d. Total Qty and Value Earned as of Previous Payment Request. e. Total Qty and Value Earned as of this Payment Request. f. Period Qty and Value Earned for this Payment Request.

3. The sum of each of the “value” columns shall equal the values shown on the Monthly Payment Request cover sheet. (i.e., Invoice).

H. Change Management:

1. Subcontractor will be responsible for reporting to CH2M HILL, on a bi-monthly basis, any pending changes that are not part of the existing scope in the Contract, between Subcontractor and CH2M HILL. This would include any items that arise out of RFI’s, DCN’s, Field Work Orders or any other source not mentioned. CH2M HILL will keep a running list of Pending Change items, as they work their way through the system to either become a Change Order or are mutually agreed upon, to be removed from the Change Management Log. Subcontractor will be responsible for estimating the value of each item and notifying CH2M HILL if the estimate changes. At a mutually agreed upon time and as the Change Management Log item is approved, the estimated amount will become the value that is transitioned into a Change Order.

2. When multiple items on the Change Management Log are approved, within the same time frame, they will be combined to form a single Change Order. Each Change Management Log item will be listed separately on the Change Order and the total value of the Change Order will equal the sum of the Change Management Log items. When the Change Management Log item has been approved for transition into a Change Order, the item will be flagged. After the Change Order is actually issued, the item will be removed from the Change Management Log.

3. As Change Orders are approved and become part of the Contract between Subcontractor and CH2M HILL, the Schedule of Values described under the previous section, will be revised by adding a line item for the Change Order. The Working Project Schedule will also be



revised to show the new work being performed. If the Change Order or combination of Change Orders is of sufficient magnitude, there is a possibility that the Baseline Project Schedule will also be revised. This is at the discretion of CH2M HILL.

I. Manpower Reporting:

1. Within 30 days after the Subcontract has been awarded, the Subcontractor is responsible for submitting a manpower histogram showing the number of people the Subcontractor plans to have on site for the duration of the subcontract. The histogram should show the average number of personnel that the Subcontractor will have onsite, per month. For each month the Subcontractor shall describe the percentage of workers that are attributed to different types of work. An example of this would be if a subcontract was awarded to one Subcontractor for the yard pipe and excavation. In this example the histogram could show an average of 30 workers onsite for a given month. The Subcontractor must describe how many of the 30 workers will be working on earthwork and how many would be working on yard pipe.

2. Each week the Subcontractor is required to submit a certified payroll to CH2M HILL showing the number of hours each individual, working for the Subcontractor, worked during the previous week. The certified payroll is due to the CH2M HILL Field office by 10 working days after the conclusion of any given work week. The certified payroll(s) would be required for the Subcontractor and any of their third-tier subcontractors. The certified payroll should include Staff and Workers. All in accordance with State of Oregon requirements.

1.03 ADJUSTMENT OF CONTRACT TIMES

A. Claims Based on Contract Times:

1. Where CH2M HILL has not yet rendered formal decision on Subcontractor’s claim for adjustment of Contract Times, and parties are unable to agree as to amount of adjustment to be reflected in the Project Schedule, Subcontractor shall reflect an interim adjustment in the Project Schedule as acceptable to CH2M HILL.

2. It is understood and agreed that such interim acceptance will not be binding on either Subcontractor or CH2M HILL, and will be made only for the purpose of continuing to schedule Work until such time as formal decision has been rendered as to an adjustment, if any, of the Contract Times.



PART 2 PRODUCTS

2.01 PROJECT SCHEDULE – SCHEDULING SOFTWARE

A. Scheduling Software is Primavera P6V7. All official project schedules to be created, maintained, and issued by CH2M HILL, exclusively.

PART 3 EXECUTION

3.01 DAILY DOCUMENTATION OF WORK

A. Subcontractor is required, on a daily basis, to provide a daily report showing, at a minimum, the following:

1. Manpower onsite listed by labor type and subcontractors. 2. Areas and activities where the work occurred and manpower/equipment

assigned to each or as requested by CH2M HILL. 3. Equipment on site identifying used and not used or time used. 4. Deliveries of materials or equipment with quantities. 5. Safety issues, incidents, injuries, and near misses. 6. Weather conditions. 7. Materials installed and quantities. 8. Any change work that was active that day listed by Project Issue

Directive number. 9. Work hours.

B. CH2M HILL reserves the right, in its sole discretion, to require additional information be incorporated into the Daily Report. Signed Daily Reports must be provided to CH2M HILL by 8:00 a.m. the following business day.

END OF SECTION


PW/WBG/425034 SUBMITTAL PROCEDURES MARCH 2012 01 33 00 - 1 ©COPYRIGHT 2012 CH2M HILL

SECTION 01 33 00 SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 DEFINITIONS

A. Authority Having Jurisdiction (AHJ): The permitting building agency but may be a federal, state, local, or other regional department or individual including building official, fire chief, fire marshal, chief of a fire prevention bureau, labor department, or health department, electrical inspector; or others having statutory authority.

B. Subcontractor’s or Supplier’s Registered Design Professional: An individual representing the Subcontractor who is licensed to practice engineering as defined by the statutory requirements of the professional licensing laws in the state or jurisdiction in which the project is to be constructed.

C. “Or-Equal” Items: Material or equipment proposed by Subcontractor that is functionally equal to that named and sufficiently similar so that no change in related Work will be required.

D. Product Data: Product data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Subcontractor to illustrate materials or equipment for some portion of the Work.

E. Samples: Samples are physical examples that illustrate materials, equipment, or workmanship and establish standards by which the Work will be judged.

F. Shop Drawings: Shop Drawings are Drawings, diagrams, schedules, and other data specifically prepared for the Work by the Subcontractor, a Subcontractor at any tier, manufacturer, and supplier or distributor, to illustrate some portion of the Work.

G. Submittals: Submittals are documents required by the Subcontractor to be submitted for review prior to installing the submitted components into the Work.

1. Action Submittal: Written and graphic information submitted by Subcontractor that requires Engineer’s approval.

2. Informational Submittal: Information submitted by Subcontractor that requires CH2M HILL review and determination that submitted information is in accordance with the Conditions of the Subcontract and project-specific requirements.


SUBMITTAL PROCEDURES PW/WBG/425034 01 33 00 - 2 MARCH 2012 ©COPYRIGHT 2012 CH2M HILL

3. Deferred Submittal: Information in accordance with 2009 IBC Section 107.3.4.2 submitted by Subcontractor or Supplier for portions of final design that were not provided to the Agency Having Jurisdiction (AHJ) at the time of the permit application. a. Deferred Action Submittals: Action submittals prepared and

stamped by Subcontractor’s or Supplier’s Registered Design Professional of systems, components, supports and anchorage that requires CH2M HILL’s review and determination that submitted information is in accordance with the Conditions of the Subcontract and project-specific requirements.

b. Deferred Informational Submittals: Informational submittals prepared and stamped by Subcontractor’s or Supplier’s Registered Design Professional of systems, components, supports and anchorage that requires CH2M HILL’s review and determination that submitted information is in accordance with the Conditions of the Subcontract and project-specific.

H. Substitution: A request for use of an alternative system or procedure which is materially different than shown in the documents that provides performance equivalent to what is shown in the documents.

1.02 GENERAL

A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required.

B. Unless the specification or description contains or is followed by words reading that no like, no equivalent, or no “or-equal” item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted for review.

1.03 PROCEDURES

A. Direct submittals to the following address, unless specified otherwise.

1. CH2M HILL Engineers, Inc. Mr. Justin Schlueter 9275 SW Tauchman St. Wilsonville, OR 97070

B. Submittal Registry: Within 30 days from the execution of subcontract a complete registry of anticipated submittals shall be delivered to CH2M HILL. This registry shall include all items of work that will require approval, review



and other required comments before said materials have been procured and/or delivered to the site. CH2M HILL will take this approved submittal registry as submitted by Subcontractor and implement into the master submittal registry to provide a tracking and scheduling control logic for said scope of work.

C. Transmittal of Submittal:

1. Subcontractor shall: a. Review each submittal and check for compliance with the

Contract Documents. b. Stamp each submittal with uniform approval stamp before

submitting to CH2M HILL. 1) Stamp to include Project name, submittal number,

Specification number, Subcontractor’s reviewer name, date of Subcontractor’s approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

2) CH2M HILL will not review submittals that do not bear Subcontractor’s approval stamp and will return them without action.

2. Complete, sign, and transmit with each submittal package, one Transmittal of Subcontractor’s Submittal form attached at end of this Section or in format approved by CH2M HILL.

3. Submittal Numbering: a. Number all submittals as follows: (A)-(B).

1) (A) equals Section Number. 2) (B) equals Consecutive submittal number for the Section

Number listed in (A), with a revision suffix indicating the sequential review cycle of the submittal.

b. Examples: 1) 01 33 00-001-R1 indicates the first review cycle of the first

submittal submitted under Section 01 33 00, Submittal Procedures.

2) 01 33 00-001-R2 indicates the second review cycle of the first submittal submitted under Section 01 33 00, Submittal Procedures.

3) 01 33 00-002-R1 indicates the first review cycle of the second submittal submitted under Section 01 33 00, Submittal Procedures.

4. Identify each submittal with the following: a. Submittal number. b. Section and paragraph to which submittal applies. c. Project title and CH2M HILL’s project number. d. Date of transmittal.



e. Names of Subcontractor or Supplier, and manufacturer as appropriate.

5. Identify and describe each deviation or variation from the Contract Documents on the Submittal Transmittal Form.

6. Include with the Submittal Transmittal Form a completed Submittal Checklist which indicates the items from the Specifications that are included in the Submittal.

D. Format:

1. Package submittal information by individual section. Do not combine different sections together in submittal package, unless otherwise directed in Specification.

2. Present in a clear and thorough manner and in sufficient detail to show kind, size, arrangement, and function of components, materials, and devices, and compliance with the Contract Documents.

3. Index with labeled tab dividers in orderly manner.

E. Electronic Submittals: Initial submittals shall be made in electronic format. CH2M HILL can assist in instructing the Subcontractor’s personnel to use the electronic submittal system at no additional cost to the Subcontractor.

1. Each submittal shall be an electronic file in Adobe Acrobat Portable Document Format (PDF). Use the latest version available at the time of execution of the Contract Documents. Electronic files which contain more than 10 pages in Adobe Acrobat format shall contain internal book-marking from an index page to major sections of the document. PDF files shall be set to open “Bookmarks and Page” view. General information shall be added to each PDF file, including Title, Subject, Author, and Keywords.

2. The PDF files shall be set up to print legibly at either 8-1/2-inch by 11-inch, 11-inch by 17-inch, or 22-inch by 34-inch.

3. New electronic files shall be required for each resubmittal. 4. Each electronic file shall also include a copy of the Submittal

Transmittal Form and completed Submittal Checklist. 5. Submittals shall be transmitted by uploading the PDF file of the

submittal to the project SharePoint site. Submittal review comments will be transmitted back to the Subcontractor electronically via the project SharePoint site as well.

6. Subcontractor shall provide authorization to reproduce and/or distribute each file as many times as necessary for the Project.

7. Subcontractor shall include all costs for preparation and transmittal of electronic submittals in its bid, including all resubmittals and final record copies.



8. Final Record Copies: After all initial and resubmittal information has been approved consolidate all information and responses to comments into one conformed record copy. Provide one electronic copy of the conformed record copy to CH2M HILL to verify incorporation of previously submitted data. Hard copies, number as required herein, that exactly match the final conformed electronic copy of the submittal will be submitted to CH2M HILL within 30 days of approval of the electronic copy.

F. Timeliness: Schedule and submit in accordance Schedule of Submittals, and requirements of individual sections. Review of Submittals shall be prioritized in order to meet the needs of the Project Schedule. Subcontractors shall sequence submittals such that adequate time for review and procurement of materials is allotted for to meet the Project Schedule. Any deviations from the submittal sequencing (i.e., early submittals, late submittals, large unscheduled influx of submittals, etc.) may result in additional review time beyond the stated timeframes listed here.

G. Processing Time:

1. Time for review shall commence on CH2M HILL’s receipt of submittal. 2. CH2M HILL will act upon Subcontractor’s submittal and transmit

response to Subcontractor not later than 30 calendar days after receipt, unless otherwise specified.

3. Resubmittals will be subject to same review time. 4. No adjustment of Contract Times or Price will be allowed due to delays

in progress of Work caused by rejection and subsequent resubmittals or if submittals were submitted late or for processing of deferred submittals by the AHJ.

5. Subcontractor will be responsible for engineering costs related to the review of submittals that exceed one resubmittal.

H. Substitution Requests: Subcontractor will notify CH2M HILL and organize a substitution preliminary review meeting prior to submittal of any information for the proposed work. Subcontractor will be prepared to fully describe the proposed substitution and demonstrate equal performance during the meeting. CH2M HILL will determine if the substitution may be submitted for final review. Substitution requests submitted for final review will be submitted on the Material or Equipment Substitution Request Form for review. After review CH2M HILL will notify Subcontractor if the substitution is Approved or Rejected. The Subcontractor will then provide submittals as required by the individual Specifications for Approved substitutions. All costs and schedule impacts resulting from failure to declare substitutions will be the responsibility of the Subcontractor.



I. Resubmittal Preparation:

1. Identify on the Submittal Transmittal Form that the submittal is a resubmission.

2. Make and clearly identify any corrections or changes required by the CH2M HILL Engineer’s notations on the previous returned submittal.

3. Respond to CH2M HILL Engineer’s notations: a. On the Submittal Transmittal Form, or on a separate page(s)

attached to the Submittal Transmittal Form, answer or acknowledge in writing, all notations or questions indicated by CH2M HILL’s Engineer on the CH2M HILL Engineer’s response to the previous submittal.

b. Identify each response by the corresponding question or notation number established by the CH2M HILL Engineer.

c. If Subcontractor does not respond to each notation or question, CH2M HILL’s Engineer will return the resubmission without action. Additional resubmittals will be required until the Subcontractor provides a written response to all of the CH2M HILL Engineer’s notations or questions.

J. Incomplete Submittals:

1. CH2M HILL will return entire submittal for Subcontractor’s revision if preliminary review deems it incomplete.

2. When any of the following are missing, submittal will be deemed incomplete: a. Subcontractor’s review stamp, completed and signed. b. Transmittal of Subcontractor’s Submittal, completed and signed. c. Insufficient number of copies.

K. Submittals Not Required by the Contract Documents:

1. Will not be reviewed and will be returned stamped “Not Subject to Review.”

2. CH2M HILL will keep one copy and return all remaining copies to Subcontractor.

1.04 ACTION SUBMITTALS

A. Prepare and submit Action Submittals required by individual sections.

B. Deferred Action Submittals:

1. See Drawings for an overview list of deferred submittals for components and systems requiring submittals stamped and signed by the



Subcontractor’s or Supplier’s Registered Design Professional. Additional items may be required by the technical specification sections.

2. Subcontractor or Supplier designed drawings and product data related to permanent construction that are required to complete building code permit requirements include the following: a. Action item deferred submittals requested in individual

specification sections. b. Written and graphic information. c. Contractor prepared drawings. d. Catalog sheets. e. Product data sheets.

3. Prior to installation of an element, equipment, distribution system, or component and their anchorages, submit Subcontractor designed deferred action submittals with associated deferred informational submittals for review by CH2M HILL.

4. Documentation of CH2M HILL’s review and indication of compliance with project design project criteria will be provided on submittal comment form.

5. Submittal shall be approved or accepted by AHJ prior to installation.

C. Shop Drawings:

1. Copies: a. Initial and Resubmittals: One electronic copy. b. Final Record Copy: One electronic, one hard copy.

2. Identify and Indicate: a. Applicable Drawing and Detail number, products, units and

assemblies, and system or equipment identification or tag numbers.

b. Equipment and Component Title: Identical to title shown on Drawings.

c. Critical field dimensions and relationships to other critical features of Work. Note dimensions established by field measurement.

d. Project-specific information drawn accurately to scale. 3. Manufacturer’s standard schematic drawings and diagrams as follows:

a. Modify to delete information that is not applicable to the Work. b. Supplement standard information to provide information

specifically applicable to the Work. 4. Product Data: Provide as specified in individual Specifications.



5. Foreign Manufacturers: When proposed, include following additional information: a. Names and addresses of at least two companies that maintain

technical service representatives close to Project. b. Complete list of spare parts and accessories for each piece of

equipment.

D. Samples:

1. Copies: Two, unless otherwise specified in individual Specifications. 2. Preparation: Mount, display, or package Samples in manner specified to

facilitate review of quality. Attach label on unexposed side that includes the following: a. Manufacturer name. b. Model number. c. Material. d. Sample source.

3. Manufacturer’s Color Chart: Units or sections of units showing full range of colors, textures, and patterns available.

4. Full-size Samples: a. Size as indicated in individual section. b. Prepared from same materials to be used for the Work. c. Cured and finished in manner specified. d. Physically identical with product proposed for use.

E. Operation and Maintenance Data: As required in Section 01 78 23, Operation, Maintenance, and Asset Data.

F. Action Submittal Dispositions: CH2M HILL will review, mark, and stamp as appropriate, and distribute marked-up copies as noted:

1. Approved: a. Subcontractor may incorporate product(s) or implement Work

covered by submittal. b. Distribution:

1) One copy furnished to Resident Project Representative. 2) One copy retained in CH2M HILL’s file. 3) Approval notification returned to Subcontractor.

2. Approved as Noted, Submit final record copy: a. Subcontractor may incorporate product(s) or implement Work

covered by submittal, in accordance with CH2M HILL’s notations.

b. Submit final record copy of submittal with all previous review comments incorporated.



c. Distribution: 1) One copy retained in CH2M HILL’s file. 2) One copy returned to Subcontractor appropriately

annotated. 3. Partial Approval, Approved as Noted—Resubmit:

a. Make corrections or obtain missing portions, and resubmit. b. Except for portions indicated, Subcontractor may begin to

incorporate product(s) or implement Work covered by submittal, in accordance with CH2M HILL’s notations.

c. Distribution: 1) One copy retained in CH2M HILL’s file. 2) One copy returned to Subcontractor appropriately

annotated. 4. Revise and Resubmit:

a. Subcontractor may not incorporate product(s) or implement Work covered by submittal.

b. Distribution: 1) One copy retained in CH2M HILL’s file. 2) One copy returned to Subcontractor appropriately

annotated.

1.05 INFORMATIONAL SUBMITTALS

A. General:

1. Prepare and submit Informational Submittals required by individual specification sections.

2. Copies: a. Initial and Resubmittals: One electronic copy. b. Final Record Copy: One electronic, one hard copy.

3. Refer to individual specification sections for specific submittal requirements.

B. Informational Submittal Dispositions: Engineer will review, comment, and distribute as noted:

1. Meets Project Criteria: a. Contractor may incorporate product(s) or implement Work

covered by submittal. b. Distribution: Electronic.

2. Meets Project Criteria with Incorporation of Comments: a. Contractor may incorporate product(s) or implement Work

covered by submittal, in accordance with Engineer’s notations. b. Distribution: Electronic.



3. Does Not Meet Project Criteria: a. Revise and resubmit. b. Contractor may not incorporate product(s) or implement Work

covered by submittal. c. Distribution: Electronic.

C. Deferred Informational Submittals:

1. See Drawings for an overview list of deferred submittals for components and systems requiring submittals stamped and signed by the Subcontractor’s or Supplier’s Registered Design Professional. Additional items may be required by technical specification sections.

2. Subcontractor’s design products that are related to permanent construction and are required to complete building code permit requirements include the following: a. Informational submittal requiring Subcontractor design listed in

individual specification sections. b. Calculations including:

1) List of assumptions. 2) List of performance and design criteria. 3) Summary of loads or load diagrams. 4) Applicable codes and regulations references. 5) Name and version of any design software used for

calculations. c. Test results. d. Quality assurance information related to deferred submittals. e. Statement of Special Inspection (Plan) required to supplement the

overall project Plan shown on the Drawings that is specific to a deferred submittal.

3. Prior to installation of an element, equipment, distribution system, or component and their anchorages, submit Subcontractor designed deferred action submittals with associated deferred informational submittals for review by CH2M HILL.

4. Documentation of CH2M HILL’s review and indication of compliance with project design project criteria will be provided on submittal comment form.

5. Submittal shall be approved or accepted by AHJ prior to installation.

D. Certificates:

1. General: a. Provide notarized statement that includes signature of entity

responsible for preparing certification. b. Signed by officer or other individual authorized to sign documents

on behalf of that entity.



2. Welding: In accordance with individual sections. 3. Installer: Prepare written statements on manufacturer’s letterhead

certifying that installer complies with requirements as specified in individual sections and the manufacturer recognizes this person as a certified installer.

4. Material Test: Prepared by qualified testing agency, on testing agency’s standard form, indicating and interpreting test results of material for compliance with requirements.

5. Certificates of Successful Testing or Inspection: Submit when testing or inspection is required by Laws and Regulations or governing agency or specified in individual sections.

6. Manufacturer’s Certificate of Compliance: In accordance with Section 01 61 00, Common Product Requirements.

7. Manufacturer’s Certificate of Proper Installation: In accordance with Section 01 43 33, Manufacturers’ Field Services.

E. Subcontract Closeout Submittals: In accordance with Section 01 77 00, Closeout Procedures.

F. Subcontractor-Design Related to Temporary Construction:

1. Information requested in individual specification sections. 2. Prepared and stamped by Contractor’s Registered Design Professional. 3. Written and graphic information. 4. List of assumptions. 5. List of performance and design criteria. 6. Summary of loads or load diagram, if applicable. 7. Calculations and/or test results. 8. List of applicable codes and regulations. 9. Name and version of software.

G. Manufacturer’s Instructions: Written or published information that documents manufacturer’s recommendations, guidelines, and procedures in accordance with individual sections.

H. Schedules:

1. Schedule of Submittals: Prepare in coordination with Progress Schedule as specified in Section 01 32 00, Construction Progress Documentation. a. Show for each, at a minimum, the following:

1) Section number. 2) Identification by numbering and tracking system as

specified under Paragraph Transmittal of Submittal. 3) Estimated date of submission to CH2M HILL, including

reviewing and processing time.



b. On a biweekly basis, submit updated schedule to CH2M HILL if changes have occurred or resubmittals are required.

2. Progress Schedules: In accordance with Section 01 32 00, Construction Progress Documentation.

I. Special Guarantee: Supplier’s written guarantee as required in individual sections.

J. Statement of Qualification: Evidence of qualification, certification, or registration as required in individual Specifications to verify qualifications of professional land surveyor, CH2M HILL Engineer, materials testing laboratory, specialty Subcontractor, trade, Specialist, consultant, installer, and other professionals.

K. Submittals Required by Laws, Regulations, and Governing Agencies:

1. Submit promptly notifications, reports, certifications, payrolls, and otherwise as may be required, directly to the applicable federal, state, or local governing agency or their representative.

2. Transmit to CH2M HILL one copy of correspondence and transmittals (to include enclosures and attachments) between Subcontractor and governing agency.

L. Test and Inspection Reports:

1. General: Shall contain signature of person responsible for test or report. 2. Factory:

a. Identification of product and section, type of inspection or test with referenced standard or code.

b. Date of test, Project title and number, and name and signature of authorized person.

c. Test results. d. If test or inspection deems material or equipment not in

compliance with the Contract Documents, identify corrective action necessary to bring into compliance.

e. Provide interpretation of test results, when requested by CH2M HILL.

f. Other items as identified in individual sections. 3. Field: As a minimum, include the following:

a. Project title and number. b. Date and time. c. Record of temperature and weather conditions. d. Identification of product and section. e. Type and location of test, Sample, or inspection, including

referenced standard or code.



f. Date issued, testing laboratory name, address, and telephone number, and name and signature of laboratory inspector.

g. If test or inspection deems material or equipment not in compliance with the Contract Documents, identify corrective action necessary to bring into compliance.

h. Provide interpretation of test results, when requested by CH2M HILL.

i. Other items as identified in individual sections. 4. Develop and maintain throughout the work a Test Map showing

corresponding test reports to validate all pipe and valves are tested in conformance with the Specifications.

M. Training Data: In accordance with Section 01 43 33, Manufacturers’ Field Services.

N. CAD Files:

1. Suppliers/Vendors: Upon approval of equipment submittals, submit an electronic copy of the equipment drawings in “.dwg” format or otherwise convertible to “.dwg” format. Drawings shall be 2D and/or 3D, to scale, and an accurate representation of the supplied equipment. A “boilerplate” schematic with tabled dimensions is unacceptable.

2. Subcontractors: Submit accurate and to-scale construction layout drawings in “.dwg” format or otherwise convertible to “.dwg” format. Drawings shall be 2D and/ or 3D, to scale, and an accurate representation of construction layouts. This includes any relevant construction layout, including equipment and piping layouts, concrete lift and pour sequence drawings, HVAC, electrical and anything else pertinent to the construction coordination of the project. Also, submit electronic equipment drawings for Subcontractor furnished equipment, as described for Suppliers/Vendors as specified above.

O. Construction Work Packages: Subcontractor shall submit Construction Work Packages (CWP) prior to the work going to the field. CWP’s include a description of the work, a list of drawings and material as/equipment to be installed, reference documents (specifications, RFIs, P&IDs, standards, codes, etc.). The CWP’s should also include estimated manpower, scaffolding, and construction equipment requirements, safety, quality, subcontract administration, permitting, and regulatory requirements.



P. Informational Submittal Dispositions: CH2M HILL will review, mark as appropriate, and distribute marked-up copies as noted:

1. Accepted: a. Submitted information meets the requirements of the specification

and/or Subcontractor’s scope of work. b. Distribution:

1) One copy furnished Resident Project Representative. 2) One copy retained in CH2M HILL’s file. 3) Remaining copies returned to Subcontractor appropriately

annotated. 2. Rejected:

a. Submitted information does not meet the requirements of the specification and/or Subcontractor’s scope of work, revise and resubmit.

b. Distribution: 1) One copy retained in CH2M HILL’s file. 2) Remaining copies returned to Subcontractor appropriately

annotated.

1.06 DEFERRED SUBMITTALS

A. Deferred submittals contain calculations and Drawings pertinent to building permitting requirements for systems, components, anchorage, bracing and similar items required by the building code and local jurisdiction or by technical specifications. Deferred submittals require manufacturer’s or Subcontractor’s design drawings and calculations or provide additional design or operational information on life-safety equipment such as fire alarms, smoke alarms, and related systems.

B. Coordinate design criteria with criteria provided in technical sections, with Section 01 61 00, Common Product Requirements, and with criteria provided on the General Structural Note Sheets on the Drawings.

C. Prior to installation of the indicated structural or nonstructural element, equipment, distribution system, or component or its anchorage, the Subcontractor shall submit the required calculations and supporting data and Drawings for review and acceptance by CH2M HILL. Additionally, with acceptance indicated on the CH2M HILL’s comment form for design criteria compliance, along with the completed submittal, shall then be filed by the Subcontractor and approved by the permitting agency prior to installation of these items. A list of deferred submittals is contained on the Drawings.

D. Deferred submittals shall be submitted following all requirements for informational submittals.



E. Supporting calculations, Drawings, data sheets, and testing for equipment and associated supports specified to be designed by and stamped or sealed by a professional CH2M HILL Engineer registered in the state of the project that are supplied by the Subcontractor, equipment manufacturer, suppliers, or others for the specific equipment provided to the project, in accordance with Section 01 88 15, Anchorage and Bracing.

1.07 SUPPLEMENTS

A. The supplements listed below, following “End of Section,” are part of this Specification.

1. Transmittal of Subcontractor’s Submittal Form. 2. Material or Equipment Substitution Request Form.


PART 3 EXECUTION (NOT USED)

END OF SECTION


PW/WBG/425034 SUBMITTAL PROCEDURES MARCH 2012 01 33 00 SUPPLEMENT - 1 ©COPYRIGHT 2012 CH2M HILL

TRANSMITTAL OF SUBCONTRACTOR’S SUBMITTAL

(ATTACH TO EACH SUBMITTAL)

DATE:

REQUESTED RETURN DATE:

TO:CH2M HILL Engineers, Inc.

FROM: Contractor

Submittal No.:

New Submittal Resubmittal

Project:

Project No.:

Submittal Title:

Specification Section No.: (Cover only one section with each transmittal)

Schedule Date of Submittal:

SUBMITTAL TYPE: Action Deferred Informational Substitution

The following items are hereby submitted:

Number of Copies

Description of Item Submitted (Type, Size, Model Number, Etc.)

Spec. andPara. No.

Drawing or Brochure Number

Contains Variationto Contract

No Yes*

*If yes, attach supporting documentation.

Subcontractor hereby certifies that (i) Subcontractor has complied with the requirements of Contract Documents in preparation, review, and submission of designated Submittal and (ii) the Submittal is complete and in accordance with the Contract Documents and requirements of laws and regulations and governing agencies. By:___________________________________ Subcontractor (Authorized Signature)

WILSONVILLE WWTP IMPROVEMENTS - DBO

Date / /

Substitution Request Title: CH2M HILL Substitution Request #

Building or Area: Contractor Name

Discipline: Contractor Substitution Request #

Specification Title:

Section:

Page:

Proposed Substitution:

Manufacturer:

Trade Name: Model Number:

Installer:

History:

Differences between proposed substitution and specified product:

Material or Equipment Substitution Request Form

New Product 2-5 Years Old 5-10 Years Old More than 10 Years Old

PW/WBG/425034MARCH 2012©COPYRIGHT 2012 CH2M HILL

SUBMITTAL PROCEDURES01 33 00 SUPPLEMENT - 1

Reason for not providing specified item:

Similar Installation:

Project: Owner Contact Name:

Address: Owner Contact Phone:

Owner Contact Email:

Date Installed:

If yes, explain:

Proposed substitution affects other parts of Work:

New Product 2-5 Years Old 5-10 Years Old More than 10 Years Old

Yes No



WILSONVILLE WWTP IMPROVEMENTS - DBO

Savings to CH2M HILL for accepting Substitution: $

Proposed substitution changes Contract Time: Add/Deduct Days

Supporting Data Attached:

The undersigned certifies:Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product.Same warranty will be furnished for proposed substitution as for specified product.Same maintenance services and source of replacement parts, as applicable I available.Proposed substitution will not affect of delay Progress Schedule.

Proposed substitution does not affect dimensions and functional clearances.

Coordination, installation and changes in the Work as necessary for accepted substitution will be complete in all respects.

Submitted by:

Signature:

Firm:

Address:

Telephone:

Attachments:

CH2M HILL's Review and Action:

Substitution approved - make submittals in accordance with Specification Section ___________

Payment will be made for changes to building design, including architectural or engineering design, detailing and construction costs caused by the requested substitution.

Substitution approved as noted - make submittals in accordance with Specification Section

Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become apparent are to be waived.

Yes No

Product Data Drawings Tests Reports Samples Other _____________________

CH2M HILL Subcontractor Supplier Manufacturer Other



Substitution rejected - Use specified materialsSubstitution Request received too late - Use specified materials

Signed by: Date:

Additional comments:

Substitution approved as noted - make submittals in accordance with Specification Section ___________

Yes No

Product Data Drawings Tests Reports Samples Other _____________________

CH2M HILL Subcontractor Supplier Manufacturer Other




PW/WBG/425034 ABBREVIATIONS AND ACRONYMS MARCH 2012 01 42 13 - 1 ©COPYRIGHT 2012 CH2M HILL

SECTION 01 42 13 ABBREVIATIONS AND ACRONYMS

PART 1 GENERAL

1.01 REFERENCE TO STANDARDS AND SPECIFICATIONS OF TECHNICAL SOCIETIES

A. Work specified by reference to published standard or specification of government agency, technical association, trade association, professional society or institute, testing agency, or other organization shall meet requirements or surpass minimum standards of quality for materials and workmanship established by designated standard or specification.

B. Where so specified, products or workmanship shall also meet or exceed additional prescriptive or performance requirements included within Agreement to establish a higher or more stringent standard of quality than required by referenced standard.

C. Copies of standards and specifications of technical societies:

1. Copies of applicable referenced standards have not been bound in these Contract Documents.

2. Where copies of standards are needed by Subcontractor, obtain a copy or copies directly from publication source and maintain in an orderly manner at the Site as Work Site records, available to Subcontractor’s personnel, Subcontractors, City of Wilsonville, and CH2M HILL.

1.02 ABBREVIATIONS

A. Abbreviations for trade organizations and government agencies: Following is a list of construction industry organizations and government agencies to which references may be made in the Contract Documents, with abbreviations used.

1. AA Aluminum Association 2. AABC Associated Air Balance Council 3. AAMA American Architectural Manufacturers

Association 4. AASHTO American Association of State Highway and

Transportation Officials 5. ABMA American Bearing Manufacturers’ Association 6. ACI American Concrete Institute 7. AEIC Association of Edison Illuminating Companies


ABBREVIATIONS AND ACRONYMS PW/WBG/425034 01 42 13 - 2 MARCH 2012 ©COPYRIGHT 2012 CH2M HILL

8. AGA American Gas Association 9. AGMA American Gear Manufacturers’ Association 10. AI Asphalt Institute 11. AISC American Institute of Steel Construction 12. AISI American Iron and Steel Institute 13. AITC American Institute of Timber Construction 14. ALS American Lumber Standards 15. AMCA Air Movement and Control Association 16. ANSI American National Standards Institute 17. APA APA – The Engineered Wood Association 18. API American Petroleum Institute 19. APWA American Public Works Association 20. ARI Air-Conditioning and Refrigeration Institute 21. ASA Acoustical Society of America 22. ASAE American Society of Agricultural Engineers 23. ASCE American Society of Civil Engineers 24. ASHRAE American Society of Heating, Refrigerating and

Air-Conditioning Engineers, Inc. 25. ASME American Society of Mechanical Engineers 26. ASNT American Society for Nondestructive Testing 27. ASSE American Society of Sanitary Engineering 28. ASTM ASTM International 29. AWI Architectural Woodwork Institute 30. AWPA American Wood Preservers’ Association 31. AWPI American Wood Preservers’ Institute 32. AWS American Welding Society 33. AWWA American Water Works Association 34. BHMA Builders Hardware Manufacturers’ Association 35. CBM Certified Ballast Manufacturer 36. CDA Copper Development Association 37. CGA Compressed Gas Association 38. CISPI Cast Iron Soil Pipe Institute 39. CMAA Crane Manufacturers’ Association of America 40. CRSI Concrete Reinforcing Steel Institute 41. CS Commercial Standard 42. CSA Canadian Standards Association 43. CSI Construction Specifications Institute 44. DIN Deutsches Institut für Normung e.V. 45. DIPRA Ductile Iron Pipe Research Association 46. EIA Electronic Industries Alliance 47. EJCDC Engineers Joint Contract Documents’

Committee 48. ETL Electrical Test Laboratories 49. FAA Federal Aviation Administration


PW/WBG/425034 ABBREVIATIONS AND ACRONYMS MARCH 2012 01 42 13 - 3 ©COPYRIGHT 2012 CH2M HILL

50. FCC Federal Communications Commission 51. FDA Food and Drug Administration 52. FEMA Federal Emergency Management Agency 53. FIPS Federal Information Processing Standards 54. FM Factory Mutual 55. Fed. Spec. Federal Specifications (FAA Specifications) 56. FS Federal Specifications and Standards

(Technical Specifications) 57. GA Gypsum Association 58. GANA Glass Association of North America 59. GC General Contractor 60. HI Hydraulic Institute 61. HMI Hoist Manufacturers’ Institute 62. IBC International Building Code 63. ICBO International Conference of Building Officials 64. ICC International Code Council 65. ICEA Insulated Cable Engineers’ Association 66. IFC International Fire Code 67. IEEE Institute of Electrical and Electronics Engineers,

Inc. 68. IESNA Illuminating Engineering Society of North

America 69. IFI Industrial Fasteners Institute 70. IGMA Insulating Glass Manufacturer’s Alliance 71. IMC International Mechanical Code 72. INDA Association of the Nonwoven Fabrics Industry 73. IPC International Plumbing Code 74. ISA Instrumentation, Systems, and Automation

Society 75. ISO International Organization for Standardization 76. ITL Independent Testing Laboratory 77. JIC Joint Industry Conferences of Hydraulic

Manufacturers 78. MIA Marble Institute of America 79. MIL Military Specifications 80. MMA Monorail Manufacturers’ Association 81. NAAMM National Association of Architectural Metal

Manufacturers 82. NACE NACE International 83. NBGQA National Building Granite Quarries Association 84. NEBB National Environmental Balancing Bureau 85. NEC National Electrical Code 86. NECA National Electrical Contractor’s Association 87. NEMA National Electrical Manufacturers’ Association


ABBREVIATIONS AND ACRONYMS PW/WBG/425034 01 42 13 - 4 MARCH 2012 ©COPYRIGHT 2012 CH2M HILL

88. NESC National Electrical Safety Code 89. NETA InterNational Electrical Testing Association 90. NFPA National Fire Protection Association 91. NHLA National Hardwood Lumber Association 92. NICET National Institute for Certification in

Engineering Technologies 93. NIST National Institute of Standards and Technology 94. NRCA National Roofing Contractors Association 95. NRTL Nationally Recognized Testing Laboratories 96. NSF NSF International 97. NSPE National Society of Professional Engineers 98. NTMA National Terrazzo and Mosaic Association 99. NWWDA National Wood Window and Door Association 100. OSHA Occupational Safety and Health Act (both

Federal and State) 101. PCI Precast/Prestressed Concrete Institute 102. PEI Porcelain Enamel Institute 103. PPI Plastic Pipe Institute 104. PS Product Standards Section-U.S. Department of

Commerce 105. RMA Rubber Manufacturers’ Association 106. RUS Rural Utilities Service 107. SAE Society of Auto