OMD COUTES 05-05-23 Volume 1 Technical Specifications.pdf

Contract Documents & Specifications

OREGON MILITARY

DEPARTMENT COUTES

WASHRACK AND

STORMWATER

REDMOND, OR

MAY 2023

PROJECT NO. 221127-000

PREPARED BY: PREPARED FOR:

245 Commercial St SE, Suite 210 Salem, OR 97301

(503) 364-2002

Oregon Military Department - COUTES 2899 Hwy 126 E

Redmond, OR 97756

EXPIRES: 12-31-23

(BLANK PAGE)

OREGON MILITARY DEPARTMENT

CENTRAL OREGON UNIT TRAINING EQUIPMENT SITE

WASHRACK AND STORMWATER 221127-000

TABLE OF CONTENTS i

TABLE OF CONTENTS

VOLUME 1 – SPECIFICATIONS

TECHNICAL SPECIFICATIONS

SECTION NO. TITLE AUTHOR

DIVISION 01 GENERAL REQUIREMENTS

01 14 13 Access to Site JRF 01 31 19 Project Meetings JRF 01 32 16 Construction Progress Schedule JRF 01 33 00 Submittal Procedure JRF 01 35 13 Special Project Procedures JRF 01 45 00 Quality Control JRF 01 50 00 Temporary Facilities and Control JRF 01 71 13 Mobilization JRF 01 71 23 16 Construction Surveying JRF 01 74 30 Site Pressure Pipe Testing and Disinfection JRF 01 75 00 Equipment Testing and Startup JRF 01 77 00 Closeout Procedures JRF 01 78 23 Operation and Maintenance Data JRF 01 78 39 Project Record Documents JRF

DIVISION 03 CONCRETE

03 11 00 Concrete Forming BK 03 20 00 Concrete Reinforcing BK 03 30 00 Cast-in-Place Concrete BK 03 60 00 Grouting BK

DIVISION 05 METALS

05 12 00 Structural Steel Framing BK 05 50 00 Metal Fabrication BK 05 51 19 Metal Grating Stairs BK 05 52 00 Metal Railings BK 05 53 00 Metal Grating and Floor Plates BK

DIVISION 06 WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry BK 06 17 53 Shop-Fabricated Wood Trusses BK

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TABLE OF CONTENTS ii

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 11 13 Bituminous Dampproofing BK 07 21 00 Thermal Protection BK 07 25 00 Weather Barriers BK 07 30 10 Roofing Underlayment BK 07 40 00 Roofing and Siding Panels BK 07 60 00 Flashing and Sheet Metal BK 07 92 00 Joint Sealants BK

DIVISION 08 OPENINGS

08 11 13 Hollow Metal Doors and Frames BK 08 33 23 Overhead Coiling Doors BK 08 71 00 Door Hardware BK 08 91 00 Louvers JF

DIVISION 09 FINISHES

09 29 00 Gypsum Board BK 09 90 00 Painting and Coating BK

DIVISION 10 SPECIALTIES

10 44 16 Fire Extinguishers and Cabinets BK

DIVISION 23 HEATING, VENTILATION, AND AIR CONDITIONING

23 00 00 General HVAC Requirements JRF 23 34 23 HVAC Power Ventilators JRF 23 83 23 Electric Unit Heater JRF

DIVISION 26 ELECTRICAL

26 05 00 Electrical, General BC 26 05 19 Low-Voltage Electrical Power Conductors and Cables BC 26 05 26 Grounding and Bonding for Electrical Systems BC 26 05 29 Support Devices BC 26 05 33 Raceway and Boxes for Electrical Systems BC 26 05 33 16 Cabinets and Boxes for Electrical Systems BC 26 21 00 Service Entrance BC 26 22 00 Low-Voltage Transformers BC 26 24 16 Panelboards BC 26 27 26 Wiring Devices BC 26 28 00 Overcurrent Protective Devices BC 26 29 13 Across-the-Line Motor Controllers BC 26 51 19 LED Interior Lighting BC 26 56 19 LED Exterior Lighting BC

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DIVISION 31 EARTHWORK

31 00 00 Earthwork JRF 31 05 19 Geotextiles for Earthwork JRF 31 23 33 Trenching and Backfilling JRF

DIVISION 32 EXTERIOR IMPROVEMENTS

32 13 13 Concrete for Exterior Improvements JRF 32 31 13 Chain Link Fences and Gates JRF

DIVISION 40 PROCESS INTERCONNECTIONS

40 05 24 Steel Process Pipe JRF 40 05 31 PVC Process and Yard Piping JRF 40 05 63 Ball Valves JRF 40 05 82 Solenoid Valves JRF 40 05 97 Piping Identification JRF 40 67 00 Control Panels BC 40 70 00 Instrumentation and Control General BC 40 70 00 A Instrumentation List BC 40 70 00.1 Instrumentation and Control, References and Definitions BC 40 72 00 Level Measuring System BC 40 73 00 Pressure Measuring and Detection Systems BC

DIVISION 43 PROCESS GAS AND LIQUID HANDLING

43 20 00 Pumps General JRF 43 21 10 Vertical Multistage Pumps JRF 43 23 58 Rotary Lobe Pumps JRF 43 41 43 Polyethylene Tanks (Single Wall) JRF

DIVISION 46 WATER AND WASTEWATER EQUIPMENT

46 07 00 Packaged Water Treatment Equipment – EQ-101 Skid JRF

46 23 13 Coalescing Oil-Water Separators – OWS-101 JRF

APPENDIX A – GEOTECHNICAL REPORT

DRAWINGS (BOUND SEPERATLEY)

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ACCESS TO SITE 01 14 13 - 1

SECTION 01 14 13 - ACCESS TO SITE

PART 1 - GENERAL

1.1 WORK INCLUDED

A. The Central Oregon Unit Training Equipment Site (COUTES) is being actively used by the Oregon Military Department (OMD). The Contractor is responsible for following all COUTES access requirements, as they may change from time to time. The Contractor and Visitor Safety Briefing for COUTES and valid photo identification in compliance with the REAL ID regulations are required for ALL individuals requesting access to COUTES. The Contractor shall make this requirement known to all personnel requiring access. Contractor shall maintain an updated list of all individuals requiring access and periodically (at least weekly) provide the names of individuals needing access to the site. OMD is not responsible for bidders or consultants who are turned away for improper identification.

B. Refer to Section 01 14 13 01 – Contractor and Visitor Briefing on Security, Safety, Fire Prevention Awareness, and Environmental Programs for additional requirements applicable to the Contractor’s operations.

C. The Contractor shall make its own investigation of the condition of available public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress to the site of the Work. It shall be the Contractor's responsibility to construct and maintain any haul roads required for its construction operations.

1.2 TEMPORARY CROSSINGS

A. Temporary Bridges: Wherever necessary, to maintain vehicular crossings, the Contractor shall provide suitable temporary bridges or steel plates over unfilled excavations, except in such cases as the Contractor shall secure the written consent of the responsible individuals or authorities to omit such temporary bridges or steel plates, which written consent shall be delivered to the Engineer prior to excavation. All such bridges or steel plates shall be maintained in service until access is provided across the backfilled excavation. Temporary bridges or steel plates for street and highway crossing shall conform to the requirements of the authority having jurisdiction in each case, and the Contractor shall adopt designs furnished by said authority for such bridges or steel plates, or shall submit designs to said authority for approval, as may be required.

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ACCESS TO SITE 01 14 13 - 2

B. Street Use: Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, alleyway, or parking area during the performance of the Work hereunder, and it shall conduct its operations to not interfere unnecessarily with the authorized work of utility companies or other agencies in such streets, alleyways, or parking areas. No street shall be closed to the public without first obtaining permission of the Engineer and proper governmental authority. Where excavation is being performed in primary streets or highways, one lane in each direction shall be kept open to traffic at all times unless otherwise indicated. Toe boards shall be provided to retain excavated material if required by the Engineer or the agency having jurisdiction over the street or highway.

Fire hydrants on or adjacent to the Work shall be kept accessible to fire-fighting equipment at all times. Temporary provisions shall be made by the Contractor to assure the use of sidewalks and the proper functioning of all gutters, storm drain inlets, and other drainage facilities.

1.3 CONTRACTOR'S WORK AND STORAGE AREA

A. The Owner will designate and arrange for the Contractor's use, a portion of the property adjacent to the Work for its exclusive use during the term of the Contract as a storage and shop area for its construction operations on the Work. At completion of Work, the Contractor shall return this area to its original condition, including grading and landscaping.

B. The Contractor shall make its own arrangements for any necessary off-Site storage or shop areas necessary for the proper execution of the Work.

C. The Contractor shall construct and use a separate storage area for hazardous materials used in constructing the Work.

1. For the purpose of this paragraph, hazardous materials to be stored in the separate area are all products labeled with any of the following terms: Warning, Caution, Poisonous, Toxic, Flammable, Corrosive, Reactive, or Explosive. In addition, whether or not so labeled, the following materials shall be stored in the separate area: diesel fuel, gasoline, new and used motor oil, hydraulic fluid, cement, paints and paint thinners, two-part epoxy coatings, sealants, asphaltic products, glues, solvents, wood preservatives, sand blast materials, and spill absorbent.

2. Hazardous materials shall be stored in groupings according to the Material Safety Data Sheets.

3. The Contractor shall develop and submit to the Engineer a plan for storing and disposing of the materials above.

4. The Contractor shall obtain and submit to the Engineer a single EPA number for wastes generated at the Site.

5. The separate storage area shall meet all the requirements of all authorities having jurisdiction over the storage of hazardous materials.

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ACCESS TO SITE 01 14 13 - 3

6. The separate storage area shall be inspected by the local Fire Chief prior to construction of the area, upon completion of construction of the area, and upon cleanup and removal of the area.

7. All hazardous materials which are delivered in containers shall be stored in the original containers until use. Hazardous materials which are delivered in bulk shall be stored in containers which meet the requirements of authorities having jurisdiction.

1.4 PARKING

A. The Contractor shall:

1. Provide temporary parking areas for its employees and construction equipment.

2. The Contractor shall direct its employees to park in areas indicated.

3. Traffic and parking areas shall be maintained in a sound condition, free of excavated material, construction equipment, mud, and construction materials. The Contractor shall repair breaks, potholes, low areas which collect standing water, and other deficiencies.

PART 2 - PRODUCTS NOT USED

PART 3 - EXECUTION NOT USED

END OF SECTION 01 14 13

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PROJECT MEETINGS 01 31 19 - 1

SECTION 01 31 19 - PROJECT MEETINGS

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Contractor shall attend all Project meetings. Contractor’s representative shall include Supervisor or Superintendent and shall have the required authority to commit the Contractor to solutions agreed upon. Other Contractor and subcontractor representatives may attend Project meetings as desired.

B. Contractor shall provide all pertinent Work-related reports or documents for each meeting as requested by the Owner.

C. Owner will record minutes of all meetings and will furnish one (1) copy to the Contractor.

Recipients of copies may make and distribute such other copies as they wish.

D. Contractor shall advise the Engineer of any inaccuracies, discrepancies, objections, or missing items in the minutes within five (5) calendar days of receipt of the minutes.

E. Weekly progress meetings shall be held during active construction.

1.2 PRECONSTRUCTION CONFERENCE

A. A preconstruction conference will be convened to designate responsible personnel, discuss scheduling, shop drawing procedures, pay applications processing, project supervision, coordination, progress reports, payrolls, labor provisions, and to establish a working understanding among the parties as to the Work. The Contractor will be responsible to have all subcontractors and major suppliers represented at the preconstruction meeting.

B. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The complete agenda will be furnished to the Contractor prior to the meeting date. However, the Contractor should be prepared to discuss all of the items listed below.

1. Status of Contractor’s insurance and bonds.

2. Issuance of Notice to Proceed

3. Contractor’s tentative schedules.

4. Transmittal, review, and distribution of Contractor’s submittals.

5. Processing applications for payment.

6. Maintaining record documents.

7. Critical work sequencing.

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8. Field decisions and Change Orders.

9. Use of Site, office and storage areas, security, housekeeping, and Owner’s needs.

10. Major equipment deliveries and priorities.

11. Contractor’s assignments for safety and first aid.

12. Daily Report Form.

13. Submittal Transmittal Form which the Engineer will furnish.

C. Unless previously submitted to the Owner, the Contractor shall bring to the conference one copy each of the following:

1. A preliminary schedule of Shop Drawings, Samples, and proposed Substitute or Equal submittals listed in the Bid.

2. A list of all permits and licenses the Contractor shall obtain indicating the agency required to grant the permit, the expected date of submittal for the permit, and required date for receipt of the permit.

3. A preliminary schedule of values in accordance with the bid schedule.

4. A 60-day plan of operation in accordance with Section 01 32 16 – Construction Progress Schedule.

5. Procurement schedule of major equipment and materials and items requiring long-lead time.

D. The Owner will preside at the preconstruction conference and will arrange for keeping and distributing the minutes to all persons in attendance.

E. The Contractor and its subcontractors should plan on the conference taking no more than 1 full working day.

1.3 PROGRESS MEETINGS

A. The Owner will arrange and chair weekly progress meetings. These meetings will be held at the project site and held throughout the course of construction. The Contractor is to ensure that an authorized representative, having authority to act for and on behalf of the Contractor and having full knowledge of the Work and the contract schedule attend the meetings.

B. Representatives of the Contractor's suppliers and subcontractors, and parties providing services for the same, may attend the meeting if the Contractor elects to invite them to assist the Contractor's representatives at the meetings.

C. Relay agenda items to Owner at least 24 hours prior to meeting.

D. Suggested Agenda

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PROJECT MEETINGS 01 31 19 - 3

1. Review of Work progress

2. Field observations, problems, and conflicts

3. Problems that impede construction schedules

4. Review of off-site fabrication and delivery schedules

5. Corrective measure and procedures to regain projected schedules

6. Revisions to construction schedules

7. Plan progress schedules during succeeding work period

8. Coordination of schedules

9. Review submittal schedules, field orders, change orders, RFIs, and pay applications;

expedite as required

10. Maintenance of quality standards

11. Review proposed changes for effect on construction schedules and on completion dates

12. Other business

1.4 OTHER MEETINGS

A. Other meetings will be held from time to time as may be requested by the Owner or Contractor. Time and place of meeting shall be as mutually agreed upon. Those required to be in attendance at meetings shall be as requested.

B. Other meetings shall also include meetings with regulatory agencies. When requested, the Contractor shall attend meetings held or required by governmental regulatory agencies having jurisdiction of the Work.

C. Other meetings also include Post-Construction Conference. The Post-Construction Conference will be held prior to initial acceptance of the Work to discuss and resolve all unsettled matters.

PART 2 - PRODUCTS NOT USED

END OF SECTION 01 31 19

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CONSTRUCTION PROGRESS SCHEDULE 01 32 16 - 1

SECTION 01 32 16 - CONSTRUCTION PROGRESS SCHEDULE

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Scheduling of the Work shall be performed by the Contractor in accordance with the requirements of this Section. The purpose of the Construction Schedule is to allow the Contractor to prepare an orderly plan to aid in the timely completion of the project.

B. Development of the schedule and project status reporting requirements of the Contract shall employ computerized Critical Path Method (CPM) scheduling.

C. The approved Construction Schedule shall be used to plan and execute the Work, to measure the progress of the Work, and to aid in evaluating time extensions.

D. Failure to maintain the Construction Schedule in an approved status may result in the Owner withholding a monetary penalty against the responsible Contractor(s) until the schedule is approved as set forth in 3.4 of this Section.

PART 2 - PRODUCTS

2.1 CONSTRUCTION SCHEDULE

A. Prepare a detailed construction schedule in graphic form showing duration and proposed dates of starting and completing each major division of the Work. The schedule is to be consistent with the time and order of Work requirements of the specifications, and is to be the basis of the Contractor’s operations. Prepare the schedule utilizing a Gantt chart (bar type) or similar method that connects related activities.

B. Sufficient detail shall be included for the identification of subdivisions of the major components listed below. The major components should be broken in into activities such as excavation, foundation subgrade preparation, foundation concrete, completion of all structural concrete, CMU, roof, pump/equipment, mechanical and plumbing installation, electrical power and controls, coatings, and other activities as required.

C. Submit a horizontal bar chart with separate line for each section of Work, identifying first work day of each week.

D. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. Clearly indicate critical path and activities/items on the critical path.

E. Indicate estimated percentage of completion for each item of Work at each submission.

F. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates.

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CONSTRUCTION PROGRESS SCHEDULE 01 32 16 - 2

PART 3 - EXECUTION

3.1 INITIAL SCHEDULE SUBMITTAL

A. The Contractor shall submit two short-term schedule documents at the Pre-construction Conference which shall serve as the Contractor's Plan of Operation for the initial 60-day period of the Contract Time, and to identify the manner in which the Contractor intends to complete all Work within the Contract Time.

B. The bar chart shall show the accomplishment of the Contractor's early activities (mobilization, permits, submittals necessary for early material and equipment procurement, and long lead, CPM submittals, initial site work and other submittals and activities required in the first 60 days).

C. Following the Contractor’s receipt of the Engineer’s review comments, the Contractor shall correct the schedule to identify missing activities and relationships relevant to the Scope of Work. No time extensions will be granted to complete activities not initially included in the Contractor’s Construction Schedule.

D. To the extent that there are any conflicts between the approved Construction Schedule and the requirements of the Contract Documents, the Contract Documents shall govern.

3.2 FINAL CONSTRUCTION SCHEDULE SUBMISSION

A. The Final Construction Schedule shall be submitted for approval within 60 calendar days after Notice to Proceed is issued. It shall provide a reasonable level of detail and a reasonable sequence of activities which represent Work through the entire project.

B. The Construction Schedule shall show the sequence and interdependence of activities required for complete performance of the Work, beginning with Contractor’s receipt of the Notice to Proceed and concluding with the date of Final Completion of the Contract. The Project Schedule shall show all activities in workdays, with allowance for holidays and the effects of normal weather conditions on outside work.

C. The Construction Schedule shall comply with all limits imposed by the Scope of Work, with all contractually specified intermediate milestones and completion dates, and with all constraints, restraints, or sequences included in the Contract.

D. Procurement Activities: Prepare the schedule in chronological order of submittals. Show specification section of the submittal, name of contractor and generic description of work covered. Include activities to cover the complete procurement process to include but not limited to: submittal, review, approval, resubmittal, procurement, fabrication, delivery, permits, and similar pre-construction work.

E. Manpower:

1. All activities shall have an estimate of the average number of workers per day that are expected to be used during the execution of the activity.

2. Identification of any manpower, material or equipment restrictions, as well as any activity requiring unusual shift work, such as two (2) shifts per day, six (6) day

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CONSTRUCTION PROGRESS SCHEDULE 01 32 16 - 3

work week, specified overtime, or work at times other than regular days or hours, shall clearly be identified in the Project Schedule.

3. Critical or near Critical Paths resulting from the use of manpower or equipment restraints shall be kept to a minimum. (Near Critical Paths are defined as paths having 10 workdays or less of total float.)

F. Responsibility: All activities shall be identified in the Construction Schedule by the party responsible to perform the Work. Responsibility includes, but is not limited to, the Contracting Firm, the Subcontracting Firm, Contractor Workforce, or Agency performing a given task. Activities shall not belong to more than one responsible party.

G. Work Areas:

1. Arrange the schedule to show each major area of construction for each major category or unit of Work.

2. All activities shall be identified in the Construction Schedule by the Work area in which the activity occurs. Activities shall not be allowed to cover more than one work area.

H. Modification or Claim Number: Any activity that is added or changed by a change order or used to justify any claimed time, shall be identified by change order code that changed the activity. Activities shall not belong to more than one change order.

I. Milestones: The Construction Schedule shall start no earlier than the date that the Notice to Proceed (NTP) was issued. Milestone dates are defined in calendar days following the date set forth in the Notice to Proceed and are required to be met by all Contractors. Time is of the essence for the completion of Milestones and for the Contract Completion date.

3.3 PERIODIC SCHEDULE UPDATES

A. Submit revised schedule with each Application for Payment, identifying changes since previous version.

B. Provide recommendations for adjusting the Construction Schedule to meet milestone completion and Contract completion dates (include why the schedule needs adjusting, i.e., change order, weather, contractor resources, etc.).

C. The Contractor shall prosecute the Work in accordance with the approved Construction Schedule. Out of sequence construction, defined as a change from the Construction Schedule in the Contractor’s actual operation, requires prior approval from the Engineer.

D. Upon the approval of a change order or the issuance of a unilateral change order by the Owner the agreed-upon change order activities, activity durations, logic and impacts shall be reflected in the next schedule submittal by the Contractor.

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CONSTRUCTION PROGRESS SCHEDULE 01 32 16 - 4

3.4 PAYMENT FOR CPM SCHEDULES

A. The Contractor’s attention is directed to the condition that 2% of the total Contract Price will be deducted from any money due the Contractor as progress payments until the Original CPM Schedule Submittal listed above has been completed as specified. The aforementioned amount will be retained by the Owner as agreed, estimated value of completing the original schedule. Any such retention of money for failure to complete all such mobilization items as a lump-sum item shall be in addition to the retention of any payments due to the Contractor as specified in the General Conditions of the Contract.

B. Approval of subsequent monthly pay requests may be delayed unless accompanied by a copy of the monthly update to the CPM schedule as described above. Extensive delays in submission of the monthly update may constitute sufficient basis for the Engineer to recommend withholding of some or all of any payment.

END OF SECTION 01 32 16

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SUBMITTAL PROCEDURES 01 33 00 - 1

SECTION 01 33 00 – SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Wherever submittals are required hereunder, all such submittals by the Contractor shall be submitted to the Engineer as delineated in this Section.

B. At the Pre-Construction Conference, the Contractor shall submit the following items to the Engineer for review:

1. A preliminary construction schedule.

2. A preliminary schedule of Shop Drawings, Samples, and proposed Substitutes ("Or-Equal") submittals listed in the Bid.

1.2 ENGINEER’S REVIEW PERIOD

A. For planning purposes, the Contractor shall assume a minimum of 14 days for review by the Engineer following receipt of submittal/resubmittal. If an expedited review is requested by the Contractor, the submittal shall identify the requested expedited review. The Engineer will attempt to accommodate the expedited review.

1.3 SUBMITTAL PROCEDURES

A. Verify that the material or equipment described in each submittal conforms to all requirements of the Specifications and drawings. Where the detailed specifications require specific submittal data, submit all data at the same time. The submittals are to be accompanied by the transmittal form attached at the end of this Section. The Engineer will return for resubmittal any information not accompanied by the specified transmittal form, properly completed.

B. Indiscriminate submittal of only manufacturer’s literature is unacceptable and will be rejected.

C. The submittals shall be numbered as XXXXXX-YY-z., where XXXXXX is the specification section number, YY is the sequential number of the submittal, and Z is used for re-submittal labeled a through z. For example, the first submittal of an item from Section 32 13 13 – Concrete for Exterior Improvements would be numbered “32 13 13- 01”; the first re-submittal of the submittal would be numbered “32 13 13-01-A”.

D. A separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of a submittal of various items using a single transmittal form will be rejected. A multiple page submittal shall be collated into sets, and each set shall be stapled or bound, as appropriate, prior to transmittal to the Engineer.

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SUBMITTAL PROCEDURES 01 33 00 - 2

E. Identify Project, Contractor, subcontractor or supplier, pertinent Drawing sheet and detail number(s), and specifications section number, as appropriate.

F. All Contractor shop drawings submittals shall be carefully reviewed by an authorized representative of the Contractor, prior to submission to the Engineer. Each submittal shall be dated, signed, and certified by the Contractor, as being correct and in strict conformance with the Contract Documents. In the case of shop drawings, each sheet shall be so dated, signed, and certified. No consideration for review by the Engineer of any Contractor submittals will be made for any items which have not been so certified by the Contractor.

All non-certified submittals will be returned to the Contractor without action taken by the Engineer, and any delays caused thereby shall be the total responsibility of the Contractor.

G. Do not mark the submittals in red. Ensure that any marks are duplicated on all copies submitted. Outline the marks on reproducible transparencies in a rectangular box.

H. Coordinate submission of related items.

I. Identify variations from Contract Documents and product or system limitation which may be detrimental to successful performance of the completed Work.

J. Provide space for Contractor and Engineer Review stamps.

K. Submit electronic submittals to:

c/o Peter Olsen 245 Commercial St SE Suite 210 Salem, OR 97301 polsen@kellerassociates.com

L. Electronic submittals:

1. Electronic submittals shall be submitted in PDF format and combined into a single file.

2. Engineer will return comments only.

3. Contractor is responsible for distributing copies of the submittal and Engineer’s comments to concerned parties.

4. Engineer may require hard copies in lieu of an electronic submittal if, in the opinion of the Engineer, the electronic submittal is difficult to read.

M. Revise and resubmit submittals as required, identify all changes made since previous submittals.

N. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions.

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SUBMITTAL PROCEDURES 01 33 00 - 3

1.4 DEVIATIONS FROM CONTRACT

A. If the Contractor proposes to provide material or equipment which does not conform to all of the Specifications and Drawings, the transmittal form accompanying the submittal copies shall indicate under "comments" the deviations.

1.5 SHOP DRAWINGS

A. The term "Shop Drawings" as used herein shall be understood to include detail design calculations, shop drawings, fabrication, and installation drawings, erection drawings, list, graphs, catalog sheets, data sheets, and similar items. Whenever the Contractor is required to submit design calculations as part of a submittal, such calculations shall bear the signature and seal of an engineer registered in the appropriate branch and in the state wherein the project is to be built, unless otherwise directed.

B. Except as may otherwise be indicated herein, the Engineer will return submittal to the Contractor with comments. The Contractor shall make a complete and acceptable submittal to the Engineer by the second submission of a submittal item.

C. If submittal is returned to the Contractor marked "NO EXCEPTIONS TAKEN," formal revision and resubmission of said submittal will not be required.

D. If submittal is returned to the Contractor marked "MAKE CORRECTIONS NOTED," formal revision and resubmission of said submittal will not be required.

E. If submittal is returned to the Contractor marked "AMEND-RESUBMIT," the Contractor shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the Engineer.

F. If submittal is returned to the Contractor marked "REJECTED-RESUBMIT," the Contractor shall revise said submittal and shall resubmit the required number of copies of, said revised submittal to the Engineer.

G. Fabrication of an item shall be commenced only after the Engineer has reviewed the pertinent submittals and returned copies to the Contractor marked either "NO EXCEPTIONS TAKEN" or “MAKE CORRECTIONS NOTED". Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as the basis for changes to the contract requirements.

1.6 ORGANIZATION

A. A single submittal transmittal form shall be used for each technical specification section or item or class of material or equipment for which a submittal is required. A single submittal covering multiple sections will not be acceptable, unless the primary specification references other sections for components.

B. On the transmittal form, index the components of the submittal and insert tabs in the submittal to match the components. Relate the submittal components to specification

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SUBMITTAL PROCEDURES 01 33 00 - 4

paragraph and subparagraph, drawing number, detail number, schedule title, room number, or building names, as applicable.

C. Unless indicated otherwise, terminology and equipment names and numbers used in submittals shall match those used in the Contract Documents.

1.7 EFFECT OF ACCEPTANCE OF CONTRACTOR INFORMATION

A. Acceptance by the Engineer of any drawings, method of work, or any information regarding materials or equipment the Contractor proposes to provide shall not relieve the Contractor of his responsibility for any errors therein and shall not be regarded as an assumption of risk or liability by the Engineer or Owner, or by any officer or employees thereof, and the Contractor shall have no claim under the contract on account of the failure or partial failure or inefficiency of any plan or method of work or material or equipment so accepted. Such acceptance shall be considered to mean merely that the Engineer has no objection to the Contractor using, upon his own full responsibility, the plan or method of work proposed, or providing the materials or equipment proposed.

B. Approval of shop drawings by the Engineer is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the Plans and Specifications. The Contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication process and techniques of construction, coordination of his work with that of all other trades and the satisfactory performance of his work.

1.8 PRODUCT DATA AND SAMPLES

A. Where required in the Specifications and as determined by the Engineer, test specimens or samples of materials, appliances and fittings to be used or offered for use in connection with the Work shall be submitted to the Engineer at the Contractor's expense. Specimen or sample submittals shall be made with information as to their sources, with all cartage charges prepaid, and in such quantities and sizes as may be required for proper examination and tests to establish the quality or equality thereof, as applicable.

B. All samples and test specimens are to be submitted in ample time to enable the Engineer to make any tests or examinations necessary, without delay to the Work. The Contractor will be held responsible for any loss of time due to the neglect or failure to deliver the required samples to the Engineer as specified.

C. Samples are also to be taken during the course of the Work, as required by the Engineer.

D. Laboratory tests and examinations that the Owner elects to make will be made at no cost to the Contractor, except that, if a sample of any material or equipment proposed for use by the Contractor fails to meet the Specifications, the cost of testing subsequent samples will be borne by the Contractor.

E. All tests required by the Specifications to be performed by an independent laboratory are to be made, and the samples therefore furnished shall be at the sole expense of the Contractor.

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SUBMITTAL PROCEDURES 01 33 00 - 5

F. Material used in the Work is to conform to the submitted samples and test certificates as approved by the Engineer.

PART 2 - PRODUCTS NOT USED

END OF SECTION 01 33 00

CENTRAL OREGON UNIT TRAINING EQUIPMENT SITE - WASHRACK AND STORMWATER

221127-000

SUBMITTAL PROCEDURES 01 33 00 - 6

STANDARD SUBMITTAL FORM

Transmittal of Shop Drawing or Submittal

CONTRACTOR: <CONTRACTOR NAME>

Tracking No. XXXXXX

Item covered by this submittal Refer to the following attachment(s) for a detailed description of the item.

Applicable specification section(s)

First Submittal OR Resubmittal No.

This item is as specified OR This item is a substitution/or equal

Supplier/Subcontractor certifies:

Conforms to contract

Minor deviations as specifically noted

Major deviations as specifically noted

Review Priority: 1 2 3

Due Date: XX-XX-XX (Engineer’s standard review period is 14 days) Notes to Engineer:

Date Received by Contractor: Date Returned to Subcontractor/Supplier

Contractor Comments:

Deviations Specifically Noted

CENTRAL OREGON UNIT TRAINING EQUIPMENT SITE - WASHRACK AND STORMWATER

221127-000

SUBMITTAL PROCEDURES 01 33 00 - 7

WASHRACK AND STORMWATER 221127-000

SPECIAL PROJECT PROCEDURES 01 35 13 - 1

SECTION 01 35 13 – SPECIAL PROJECT PROCEDURES

PART 1 - GENERAL

1.1 GENERAL

A. Water supply

1. The existing well, well building, and well pump is the only water source for the COUTES facility. The facility has a cistern water storage tank that will be connected to the new Wash Building in addition to the well supply. The existing water facilities must remain in operation for the duration of construction with the exception of shutting down connect to the existing pipes as indicated on the drawings.

2. Critical events in the sequence of construction are described in this Section and shall be utilized by the Contractor as a guideline. The construction constraints presented do not include all items affecting the completion of the work, but are intended to describe the sequence of critical events necessary to minimize disruption to the facility water supply. It shall be understood and agreed by the Contractor that the critical events described are not all inclusive and that additional items of work not described may be required to minimize disruption and ensure compliance. Deviation from or modification of these suggested sequences is permitted if techniques and methods known to the Contractor will result in reducing the disruption of the facility water supply, and is approved in advance by the Engineer.

3. The construction constraints described herein shall be incorporated into the Contractor's schedule as described in Section 01 32 16 – Construction Progress Schedule.

B. Existing Drain Connections

1. The fuel storage pad and equipment maintenance facility floor drains currently drain to the existing wash building.

2. Contractor is responsible for locating existing drainpipes and rerouting as needed to drain to the new wash water settling basin. If grades are feasible, contractor may connect to new trench drains.

3. Submit drainage connection plan to Engineer for review prior to construction of drain relocation. Provide pipe size, fittings required, invert elevations, and slope information of proposed pipe.

1.2 SUBMITTALS

A. The request for any deviation from suggested critical sequencing shall be submitted as a shop drawing. Provide outage plan submittals in accordance with Section 01 33 00 – Submittal Procedures.

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SPECIAL PROJECT PROCEDURES 01 35 13 - 2

B. Outage Plan Submittal Requirements

1. Coordinate with facility staff for available isolation valves for connection to the existing water pipes as indicated on the drawings.

2. Provide 1 weeks’ notice prior to requesting water shutdown.

1.3 OPERATION OF FACILITY EQUIPMENT

A. Operational functions or shutdown of the existing facility required to facilitate Contractor's operation will be done by the Owner’s personnel only.

B. The Owner’s operation and maintenance personnel will cooperate in every way that is practical in order to facilitate Contractor's operation. However, certain shutdown and connections may only be permissible at times other than normal working hours such as nights or weekends. No additional payment will be made to the Contractor for any night, weekend or holiday work or overtime payments. Contractor shall be sensitive to Owner’s overhead due to overtime pay and may be responsible for compensation if excessive outages are required.

C. If it is necessary for the proper operation or maintenance of portions of the existing facility, the Owner may require the Contractor to reschedule an approved shutdown. The Contractor shall then reschedule his operations so there shall be no conflict with necessary operations or maintenance of the facility. The Contractor shall, within two (2) working days, provide the Owner with revised Request for Shutdown and a plan for rescheduling of the work in accordance with the requirements of the Contractor's Schedule.

1.4 OUTAGE PLANS

A. The Owner shall be notified in writing at least one week in advance of the required outage if the schedule for performing the work has changed or if revisions to the outage plan are required.

B. The Contractor shall provide written confirmation of the shutdown date and time two working days prior to the actual shutdown.

C. The making of connections to existing facilities or other operations that interfere with the operation of the existing equipment shall be thoroughly planned in advance, and all required equipment, materials, and labor shall be on hand at the time of undertaking the connections. Work shall be completed as quickly as possible and with as little delay as possible, and shall proceed continuously (24 hours a day and seven days a week) if necessary to complete modifications and/or connections in the minimum time.

D. Any temporary facilities and night, weekend, or holiday work and overtime payments required during process interruptions shall be included in the bid price for the work.

1.5 CONSTRAINTS AND WORK SEQUENCE

A. The Contractor shall be responsible for development of the construction sequencing. In implementing the construction sequencing, the Contractor shall maintain the existing

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SPECIAL PROJECT PROCEDURES 01 35 13 - 3

facilities in service until new facilities are constructed and are operational to supplement the existing capacity. When new facilities are operational, the existing facilities may be taken out of service. The following general guidelines shall be used by the Contractor in planning the sequence of construction.

B. The following general information and guidelines shall be used by the Contractor in planning the sequence of construction. The list is not comprehensive and items are not necessarily listed sequentially:

1. Permits. Contractor shall obtain all necessary permits.

2. Erosion and Sediment Control Plan (ESCP). Submit Notice of Intent (NOI) and implement ESCP measures to control storm water runoff, erosion, and discharge from construction dewatering efforts. The Contractor shall be responsible for management of storm water and sediment control measures in accordance with state laws.

3. Demolition. Prior to Demolition of existing wash building and facilities, coordinate with Owner for any equipment to be salvaged.

1.6 ELECTRICAL POWER REQUIREMENTS

A. All switching, safety tagging, etc., required for water facility shutdown or to isolate existing equipment shall be performed by the Contractor. In no case shall the Contractor begin any work in, on, or adjacent to existing equipment without written authorization by the Engineer.

B. The Contractor shall make all modifications or alterations to existing electrical facilities required to successfully install and integrate the new electrical equipment as indicated.

Modifications to existing equipment, panels, or cabinets shall be made in a professional manner with all coatings repaired to match existing. The costs for modifications to existing electrical facilities required for a complete and operating system shall be included in the Contractor's original bid amount and no additional payment for this Work will be authorized. Extreme caution shall be exercised by the Contractor in digging trenches in order not to damage existing underground utilities. Cost of repairs of damages caused during construction shall be the Contractor's responsibility without any additional compensation from the Owner.

C. The Contractor shall be responsible for identifying available existing circuit breakers in lighting panels for the intended use as required by the Drawings. Costs for this Work shall be included in the Contractor's original bid amount.

D. The Contractor shall visit the Site before submitting a bid to better acquaint itself with the Work of this Contract. Lack of knowledge will not be accepted as a reason for granting extra compensation to perform the Work.

1.7 ROAD ACCESS

A. The project site may be congested and the Contractor shall conduct his operations to minimize interference with others as specified in Section 01 14 13 – Access to Site. Access

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SPECIAL PROJECT PROCEDURES 01 35 13 - 4

roads and circulation roads shall not be closed unless equivalent road access is provided and maintained.

B. The project site entrance shall remain clear so vehicles can pull into the project site and to allow normal activities at the existing facility.

1.8 OPERATIONS AND MAINTENANCE ACCESS

A. Owner’s operations personnel must have continuous safe access to all facility areas outside of the contractor’s direct work area for the new wash building.

PART 2 - PRODUCTS NOT USED

PART 3 - EXECUTION

3.1 GENERAL

A. Temporary facilities and piping shall be located to minimize interference with Contractor's construction facilities and Owner's operation and maintenance of the facility. Unless otherwise specified, each temporary pipeline shall be of the same size as its connection to the existing or permanent facility at the downstream end of the pipeline with respect to the liquid or gas flow in the pipeline. Piping materials shall be suitable for the material being conveyed and be as specified in their respective specification sections.

B. When temporary electrical power supply controls, instrumentation or alarms are required for routine continuous operations of existing or new equipment, the Contractor shall provide the necessary equipment and appurtenances for such temporary power supply controls, instrumentation or alarms. Prior to installing said equipment and appurtenances Contractor shall provide a submittal on the proposed components and installation for Engineer’s review and approval.

C. During all rehabilitation, modification and demolition work, safe working conditions for the Owner's and Contractor's personnel shall be maintained at all times. The foregoing includes, but is not limited to, proper trench excavation, the provision of temporary equipment guards, supports, warning signs, walkways, covers over openings, handrailing and protection of electrical equipment and power supply. All temporary facilities shall be constructed in accordance with applicable codes and regulations so that they operate safely and properly. Valves to be temporarily shut off during the work shall be tagged as such and shall be wired shut with a crimped lead seal and padlocked. Electrical and mechanical equipment shall be similarly shut down.

END OF SECTION 01 35 13

WASHRACK AND STORMWATER 221127-000

QUALITY CONTROL 01 45 00 - 1

SECTION 01 45 00 - QUALITY CONTROL

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Specific quality control requirements for the Work are indicated throughout the Contract Documents. The requirements of the Section are primarily related to performance of the Work beyond furnishing of manufactured products. The term “Quality Control” includes inspection, sampling and testing, and associated requirements.

B. The Work shall be inspected and tested according to the requirements stated in Article 14 of the General Conditions and as amended by the Supplementary Conditions.

1.2 SUBMITTALS

A. Submit testing results in accordance with Section 01 33 00 – Submittal Procedures.

B. For Engineer and Owner approval, the Contractor shall submit testing laboratory’s qualifications and certifications prior to entering into a contractual agreement to perform quality control testing and inspection work.

C. Reports of testing will be submitted to the Engineer indicating observations and results in test and indicating compliance or non-compliance with Contract Documents. It is the responsibility of the Contractor to ensure these submittals are provided in a timely manner to reduce cost impact of potential removal of defective work.

1.3 SAMPLING AND TESTING

A. When not otherwise specified, all sampling and testing shall be in accordance with the methods prescribed in the current ASTM standards, as applicable to the class and nature of generally accepted trials considered; however, the Owner reserves the right to use any generally accepted system of inspection which, in the opinion of the Engineer will ensure the Owner that the quality of the workmanship is in full accord with the specifications.

B. Any waiver of any specific testing or other quality assurance measures, whether or not such waiver is accompanied by a guarantee of substantial performance as a relief from the specified testing or other quality assurance requirements as originally specified, and whether or not such guarantee is accompanied by a performance bond to assure execution of any necessary corrective or remedial work, shall not be construed as a waiver of any technical or qualitative requirements of the specifications.

C. Notwithstanding the existence of such waiver, the Engineer shall reserve the right to make independent investigations and tests as specified in Subparagraph 1.3.D, following; and, upon failure of any portion of the Work to meet any of the qualitative requirements of the specifications, shall be reasonable cause for the Engineer to require the removal or correction and reconstruction of any such work.

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QUALITY CONTROL 01 45 00 - 2

D. In addition to any other inspection or quality assurance provisions that may be specified, the Engineer shall have the right to independently select, test, and analyze, at the expense of the Owner, additional test specimens of any or all of the materials to be used. Results of such tests and analyses shall be considered along with the tests or analyses made by the Contractor to determine compliance with the applicable specifications for the materials so tested or analyzed; provided, that wherever any portion of the work is discovered, as a result of such independent testing or investigation by the Engineer, which fails to meet the requirements of the specifications, all cost of such independent inspection and…