Solicitation_Tech_Spec.pdf

MCL Rooks Park Recreation Trail Accessibility Improvements MCLRPRTAI444219 18Q0072

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.01 28 CONTRACTOR QUALITY CONTROL

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 20.01 28 ENVIRONMENT PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DIVISION 31 - EARTHWORK

31 00 00.00 28 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16.00 28 ASPHALT PAVING (OPTIONAL)

32 16 13.00 28 CONCRETE SIDEWALKS

32 31 29.10 28 SPLIT RAIL WOOD FENCE

32 92 19.00 28 GRASS SEEDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT SCHEDULE

1.3 SUBMITTALS

1.4 POST AWARD MEETING

1.4.1 Pre-Work/Pre-Construction Meeting

1.5 CONTRACTOR'S WORKING HOURS AT THE JOB SITES

1.6 PRE-WORK AND POST WORK SURVEYS

1.7 ACCESS TO THE WORK SITE

1.8 PUBLIC ACCESS

1.9 CONTRACTOR'S STORAGE AND STAGING AREA

1.10 TEMPORARY UTILITIES

1.10.1 Sanitation Facilities

1.10.2 Water

1.10.3 Electric Power

1.10.4 Compressed Air

1.10.5 Phone Service

1.11 DUST CONTROL

1.12 SAFETY

1.12.1 Accident Prevention

1.12.1.1 Safety Requirements

1.12.1.2 Corrective Action by the Contractor

1.12.2 ACCIDENT PREVENTION PLAN (APP)

1.12.2.1 Names and Qualifications

1.12.2.2 Plans

1.12.2.2.1 Demolition Plan

1.12.3 ACTIVITY HAZARD ANALYSIS (AHA)

1.12.4 Site Safety and Health Officer (SSHO)

1.12.5 Subcontractors

1.13 SAFE CLEARANCE PROCEDURES

1.14 FIRE CONTROL

1.15 SANITATION FACILITIES

1.16 WORK SITE CLEAN-UP

1.17 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.18 EQUIPMENT LIST

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Accident Prevention Plan Requirements Form

SECTION 01 11 01.00 28 Page 1

Activity Hazard Analysis Template

-- End of Section Table of Contents --

SECTION 01 11 01.00 28 Page 2

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 PROJECT SCHEDULE

In accordance with Clause 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS, the Contractor shall furnish a Project Schedule for the complete project detailing the date and time that the Contractor will be mobilizing to the work site, working at the site, and demobilizing from the work site. The Project Schedule shall be furnished at the pre-work/pre-construction meeting.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only. When used, a designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule; G C pre-work survey; G C post-work survey; G C

ACCIDENT PREVENTION PLAN (APP); G C

ACTIVITY HAZARD ANALYSIS (AHA); G C

Equipment List; I C

SECTION 01 11 01.00 28 Page 3

1.4 POST AWARD MEETING

1.4.1 Pre-Work/Pre-Construction Meeting

A combined Pre-Work/Pre-Construction meeting will be held within 7 days after receipt of Notice to Proceed. The meeting will be held at the work site unless otherwise agreed. Meeting attendees shall include Government representatives and senior level members of the Contractor's staff. The Contractor shall record the meeting minutes and furnish them in electronic form to the Government on-site representative within 48 hrs after the meeting.

1.5 CONTRACTOR'S WORKING HOURS AT THE JOB SITES

Work at the job site shall be accomplished between the hours of 7:00 a.m.

to 6:30 p.m. each workday unless otherwise specified herein, or authorized in advance by the Contracting Officer.

1.6 PRE-WORK AND POST WORK SURVEYS

Conduct a pre-work survey prior to start of on-site work and a post-work survey at demobilization. Both surveys shall be performed in the presence of the COR. The results of the surveys shall be documented with digital photographs and descriptive narrative reports. A color copy of the survey photographs and narrative reports shall be submitted to the Contracting Officer within five days after completion of each survey.

1.7 ACCESS TO THE WORK SITE

The work site is located at the Mill Creek Project. Access is by public and Corps' owned roadways on the South side and by paved recreation trail from Rooks Park parking lot on the North side. The Contractor shall prosecute the work in a manner to minimize impacts to pedestrian and vehicular traffic and shall maintain at least one 8 foot wide lane on existing roadways and the recreation trail unless otherwise approved in writing.

1.8 PUBLIC ACCESS

The Mill Creek Project is open to the public and is heavily used by walkers, dogs, runners, cyclists, and equestrians. The work area is located adjacent to a parking lot on the North side and a public use area and recreation trail on the South side. The general vicinity around the work area, including the parking lot and recreation trails, will remain open to the public during the work. The Contractor shall plan the work in a manner to minimize disruptions to the public and to protect the public from construction operations. Barriers and warning signs shall be placed in approved locations to warn and protect the public during performance of the work. During work operations that may be dangerous to the public, such as concrete demolition, the work area shall be closed to the public.

During non-work hours the areas of the park adjacent to the work area will remain open to the public. Signage shall be placed on the recreation trail at the South side of the work area and at the entrance to the parking lot on the North side of the work area to inform the public of the nature of the ongoing work.

1.9 CONTRACTOR'S STORAGE AND STAGING AREA

The Contractor's storage and staging area shall be at the location

SECTION 01 11 01.00 28 Page 4 indicated or as otherwise approved. The storage and staging area may be used for activities such as setup of an office trailer, parking of private vehicles, storage of materials and equipment, and for work activities.

Security at the storage and staging site will be the Contractor's responsibility. Temporary security fencing may be installed in a manner approved by the Contracting Officer. Security fencing may not be installed in a manner that damages existing facilities, such as punching post holes in existing pavement.

1.10 TEMPORARY UTILITIES

1.10.1 Sanitation Facilities

The Government's restrooms on the Project will not be available for use by Contractor personnel. Furnish sanitation facilities in accordance with EM 385-1-1 . The location of all facilities will be subject to Contracting Officer approval.

1.10.2 Water

The existing water systems around the Project are available for use by the Contractor for construction and domestic purposes at no cost. Temporary piping or hoses, if required, shall be furnished and installed by the Contractor and shall be removed prior to final acceptance of the work.

All temporary piping connected to the Government's potable water system shall have a DOH-approved reduced-pressure backflow device (RPBD) installed at the point of connection to the system to prevent contamination of the Government's potable water system. All temporary piping and connections will be subject to Contracting Officer's approval.

1.10.3 Electric Power

Electric power will be made available to the Contractor from the existing electrical system at the Project and will be supplied without cost to the Contractor. Power is available from existing 120 volt, 1 phase, 15 ampere receptacles. Temporary wiring may be required to facilitate the work.

The location of all temporary power lines and connections will be subject to Contracting Officer approval. All temporary circuits, wire, extension cords, and devices shall comply with EM 385-1-1 and shall be furnished, installed, connected, and maintained by the Contractor in a workmanlike manner. All temporary circuits, wire, extension cords, and devices shall be removed by the Contractor, in a workmanlike manner, prior to final acceptance by the Government.

1.10.4 Compressed Air

No compressed air is available for Contractor use.

1.10.5 Phone Service

No phone service is available for Contractor use through the projects' phone systems.

1.11 DUST CONTROL

The Contractor shall provide dust control during all dust generating activities such as concrete demolition or driving on dry dusty roadways.

Dust control shall be by water truck or similar. No chemical treatment for dust control will be allowed.

SECTION 01 11 01.00 28 Page 5

1.12 SAFETY

1.12.1 Accident Prevention

In accordance with Contract Clause 52.236-13 ACCIDENT PREVENTION the Contractor shall provide and maintain work environments and procedures that will safeguard the public, Government personnel, Contractor personnel, property, materials, supplies, and equipment exposed to Contractor operations and activities.

1.12.1.1 Safety Requirements

The Contractor shall comply with the requirements of EM 385-1-1 .

1.12.1.2 Corrective Action by the Contractor

Whenever the Contracting Officer detects any noncompliance with these requirements or any condition that poses a serious or imminent danger to the health or safety of any personnel, the on-site Corps representative will notify the Contractor and request immediate initiation of corrective action. Lack of notice from the on-site Corps representative does not relieve the Contractor from compliance requirements and responsibility.

After receipt of notice from the on-site Corps representative, the Contractor shall immediately take corrective action. Such notice, when delivered to the Contractor at the site of the work, shall be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

1.12.2 ACCIDENT PREVENTION PLAN (APP)

A qualified person must prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of EM 385-1-1 , Appendix A, and as supplemented herein. See attached Accident Prevention Plan Requirements Form for guidance when preparing the APP. Cover all paragraph and subparagraph elements in EM 385-1-1 , Appendix A. The APP must be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP must interface with the Contractor's overall safety and health program referenced in the APP in the applicable APP element, and made site-specific. Describe the methods to evaluate past safety performance of potential subcontractors in the selection process. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP must be signed by an officer of the firm (Prime Contractor senior person), the individual preparing the APP, the on-site superintendent, the designated SSHO, the Contractor Quality Control Manager, and any designated Certified Safety Professional (CSP) or Certified Health Physicist (CIH). The SSHO must provide and maintain the APP and a log of signatures by each subcontractor foreman, attesting that they have read and understand the APP, and make the APP and log available on-site to the Contracting Officer.

SECTION 01 11 01.00 28 Page 6

Submit the APP at the preconstruction conference for acceptance. Work cannot proceed without an accepted APP. Once reviewed and accepted by the Contracting Officer, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP is cause for stopping work, at the discretion of the Contracting Officer, until the matter has been rectified. Continuously review and amend the APP, as necessary, throughout the life of the contract. Changes to the accepted APP must be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and Quality Control Manager. Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered. Should any severe hazard exposure ( i.e. imminent danger) become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate and remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public and the environment.

1.12.2.1 Names and Qualifications

Provide plans in accordance with the requirements outlined in Appendix A of EM 385-1-1 , including the following:

a. Names and qualifications (resumes including education, training, experience and certifications) of site safety and health personnel designated to perform work on this project to include the designated Site Safety and Health Officer and other competent and qualified personnel to be used. Specify the duties of each position.

b. Qualifications of competent and of qualified persons. As a minimum, designate and submit qualifications of competent persons for each of the following major areas: hazardous energy; health hazard recognition, evaluation and control of chemical, physical and biological agents; and personal protective equipment and clothing to include selection, use and maintenance.

1.12.2.2 Plans

Provide plans in the APP in accordance with the requirements outlined in Appendix A of EM 385-1-1 , including but not limited to the following:

1.12.2.2.1 Demolition Plan

Identify the safety and health aspects, and prepare a demolition plan to ensure demolition is performed in a manner to protect workers and the visiting public.

1.12.3 ACTIVITY HAZARD ANALYSIS (AHA)

Before beginning each activity, task or Definable Feature of Work (DFOW) involving a type of work presenting hazards not experienced in previous project operations, or where a new work crew or subcontractor is to perform the work, the Contractor(s) performing that work activity must prepare an AHA. AHAs must be developed by the Prime Contractor, subcontractor, or supplier performing the work, and provided for Prime Contractor review and approval before submitting to the Contracting Officer. AHAs must be signed by the SSHO, Superintendent, QC Manager and the subcontractor Foreman performing the work. The Government reserves the right to require the Contractor to revise and resubmit the AHA if it

SECTION 01 11 01.00 28 Page 7 fails to effectively identify the work sequences, specific anticipated hazards, site conditions, equipment, materials, personnel and the control measures to be implemented.

The Activity Hazard Analysis Template is attached to the end of this SECTION. Electronic copy of the AHA may be downloaded from the following site. http://www.usace.army.mil/Portals/2/docs/AHA2.pdf

1.12.4 Site Safety and Health Officer (SSHO)

Site Safety and Health Officer (SSHO) shall be employed by the Contractor and shall be at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The SSHO may be assigned as the Project Superintendent on this project. The SSHO shall meet the following requirements:

Level 3:

A minimum of 5 years safety work on similar projects.

30-hour OSHA construction safety class or equivalent within the last 5 years.

An average of at least 24 hours of formal safety training every four years.

Competent person training as needed.

1.12.5 Subcontractors

Compliance with the accident prevention and safety requirements by subcontractors will be the responsibility of the Contractor.

1.13 SAFE CLEARANCE PROCEDURES

A safe clearance procedure (hazardous energy control plan)is used by Government personnel to ensure continuity of service and safety to personnel and equipment. The Contractor shall provide the names of two individuals who will have authority to request clearances and release clearances. These individuals will receive training at the work site. An allowance of three hours is required to review the safe clearance procedures and receive the training. All work performed by the Contractor that requires taking equipment out of service will be done only after clearance is obtained from designated Government personnel. Only the Contracting Officer's Representative or other designated Government personnel will issue clearances. Contractor personnel shall not violate the clearance procedure. A copy of the Government's Safe Clearance Procedure will be provided to the Contractor. As required in paragraph 12.A.02 in COE EM 385-1-1, the Contractor shall submit its hazardous energy control plan to the Corps for approval prior to initiation of any activities requiring the removal of any equipment from service. Prior to the removal of any equipment from service a meeting and preparatory inspection will be held between the Contractor and Government personnel to ensure that all affected personnel understand and comply with the restrictions of the hazardous energy control procedures.

1.14 FIRE CONTROL

Each piece of internal combustion engine driven equipment used at the work site shall be equipped with a fire extinguisher in accordance with recommendation National Fire Protection Association (NFPA) as appropriate.

The minimum approved rating of extinguishers shall not be less than 5-B:C.

SECTION 01 11 01.00 28 Page 8

1.15 SANITATION FACILITIES

The Contractor shall furnish sanitation facilities in accordance with EM 385-1-1 . All sanitation facilities shall be secured in a manner that will prevent the facility from being knocked or blown over. The location of all facilities will be subject to Contracting Officer approval.

1.16 WORK SITE CLEAN-UP

The work site shall be kept neat and orderly in order to provide a safe work environment. All wastes generated from demolition or other work operations shall be removed from the site daily and properly disposed of in accordance with Federal, State, and local laws and regulations. Government waste containers shall not be used for disposal of waste generated by the work.

1.17 PROTECTION AND RESTORATION OF EXISTING FACILITIES

The Contractor shall take precautions to prevent damage to existing facilities while performing work under this contract. Specifically, damage to existing rebar is not acceptable. Upon completion of the work, all the existing facilities not included as a portion of the work shall be left in a condition at least equal to the condition existing at time of contract award. Costs for damage prevention, repair and restoration of facilities shall be considered incidental to and included in the schedule prices.

1.18 EQUIPMENT LIST

The Contractor shall furnish a complete list of all equipment to be used on the project within 5 days after receipt of Notice to Proceed. The Contractor shall submit a revised list in the event of change of equipment. Lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial list and the revised lists shall indicate description of each item of equipment including manufacturer's name, model number, year of manufacture, and Contractor's assigned record number.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 11 01.00 28 Page 9

Weekly Meeting agenda template

Schedule - Work scheduled over the next week Three week look ahead Overall Schedule Review

Submittals Review- Submittal Register Submittals approved by QC Outstanding Submittals RFI’s Letters

Coordination - Clearances required over the next week, include the following:

A description of the work to be performed under the Clearance.

Determine the correct energy isolation points needed to perform the work safely.

Physical barriers, protective grounds, piping blanks, or bulkheads that shall be used, including locations.

Determine the procedure and method of testing for stored energy if applicable.

The date and time the Clearance shall be required.

The estimated length of time the system or equipment shall be out of service and the time to return the system or equipment to service in an emergency.

Coordination issues

Safety- Review of AHA’s for ongoing work Pending AHA’s

Required for new work Status of Gov’t approval

Safety issues

QC -

Preparatory meetings Held over last week- status of meeting minutes

Required over the next week Initial meetings over the next week Follow up over the next week Rework list Review Deficiency tracking log

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.2.1 Biographical Information Submittal

1.3 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.4 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 14 00.90 28 Page 1

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SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS. This contract does not require access to or handling of classified material.

This contract does not require access to secured or restricted areas, sensitive information, or equipment.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

Federal Acquisition Regulation (FAR)

FAR 52.204-9 (2015) Personal Identity Verification of Contractor Personnel

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only. The designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Pre-Screen Candidates Using E-Verify Program; I, SLE

1.2.1 Biographical Information Submittal

The following submittal shall only be submitted to the address below.

Submit one hard copy.

SD-01 Preconstruction Submittals

Biographical Information; See paragraph "ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES" for details

District Commander

ATTN: CENWW-EC-C

Walla Walla District Corps of Engineers 201 North Third Avenue Walla Walla, WA 99362-1876

1.3 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All contractor and all associated sub-contractors employees shall comply with applicable facility access and local security policies and procedures (provided by government representative). The contractor shall also provide

SECTION 01 14 00.90 28 Page 2 all information required for background checks to meet facility access requirements to be accomplished by the District Security Office.

Contractor workforce must comply with all personal identity verification requirements FAR 52.204-9 , Personal Identity Verification of Contractor Personnel:

http://www.ecfr.gov/cgi-bin/text-idx?rgn=div8&node=48:2.0.1.1.1.2.1.28 ) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at the facility change, the Government may require changes in contractor security matters or processes.

1.4 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

The Contractor must pre-screen employees who will perform work on at the facility using the E-verify Program http://www.uscis.gov/e-verify website to meet the established employment eligibility requirements. The Contractor must ensure that each employee has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Contractor employees must be provided to the COR no later than 3 business days after the initial contract award." *When contracts are with individuals, the individuals will be required to complete a Form I-9 , Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 14 00.90 28 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 ITEM 0001 CONCRETE PATH AND APPURTENANCES

1.3 ITEM 0002 ASPHALT PATH AND APPURTENANCES (OPTIONAL)

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 28 Page 1

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.

1.1 RETAINAGE OF PAYMENT

Retainage in the amount of 10% of original contract award amount will be withheld until the final submittals, listed below, have been approved by the Government. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" for additional information.

1. Final Approved Versions of Contractor Prepared Drawings.

2. As-built contract drawings and FIO drawings.

1.2 ITEM 0001 CONCRETE PATH AND APPURTENANCES

Replacement of existing concrete paths with new concrete paths and appurtenant items at Rooks Park will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No.

0001, "Concrete Path and Appurtenant Items," which price and payment shall be full compensation for all work performed, complete, as specified and approved. Features of work to be paid for under this Item are located within the stationing of the concrete path, except for the bike rack, and include the following:

a. Demolition of existing concrete paths and handrails

b. Clearing and grubbing in the area of the culvert

c. Removal of existing culvert

d. Installation of new culvert

e. Earthwork to build new fill section over culvert

f. Placement of new concrete paths

g. Installation of new cedar fencing

h. Establishment of new grass

1.3 ITEM 0002 ASPHALT PATH AND APPURTENANCES (OPTIONAL)

Construction of the new asphalt path and appurtenant items at Rooks Park will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0002, "Asphalt Path and Appurtenant Items," which price and payment shall be full compensation for all work performed, complete, as specified and approved. Features of work to be paid for under this Item are located within the stationing of the asphalt path and include the following:

a. Placement of new asphalt path

b. Removal of cottonwood trees

c. Relocation of existing sprinkler system features

d. Removal and salvage of existing bench and concrete slab

e. Establishment of new grass

SECTION 01 22 00.00 28 Page 2

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 28 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Reviewing Authority

1.1.2.1 Action Elements for Submittal Review

1.1.3 Work

1.2 SUBMITTAL CLASSIFICATION

1.2.1 Government Approved (G)

1.2.2 Information Only (I)

1.3 PREPARATION

1.3.1 Transmittal Form

1.3.2 Identifying Submittals

1.3.3 Format For Electronic Submittals

1.3.4 Format for SD-02 Shop Drawings

1.3.5 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.3.6 Format of SD-04 Samples

1.3.7 Format of SD-05 Design Data and SD-07 Certificates

1.3.8 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.3.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.4 QUANTITY OF SUBMITTALS

1.4.1 Electronic Copies

1.4.2 Hard Copies (HC)

1.4.3 Official Receipt of Transmittals

1.4.4 Number of Hard Copies of SD-02 Shop Drawings

1.4.5 Number of Samples SD-04 Samples

1.4.6 Number of Copies of SD-10 Operation and Maintenance Data

1.5 INFORMATION ONLY SUBMITTALS

1.6 VARIATIONS REQUESTS

1.6.1 Considering Variations

1.6.2 Proposing Variations

1.6.3 Warranting That Variations Are Compatible

1.6.4 Review Schedule Is Modified

1.7 SUBMITTAL REGISTER

1.7.1 Use Of Submittal Register

1.7.2 Contractor Use of Submittal Register

1.7.3 Approving Authority Use of Submittal Register

1.7.4 Contractor Action Code and Action Code

1.7.5 Copies Delivered to the Government

1.8 SCHEDULING

1.9 GOVERNMENT APPROVING AUTHORITY

1.9.1 Review Notations

1.10 DISAPPROVED OR REJECTED SUBMITTALS

SECTION 01 33 00 Page 1

1.11 APPROVED/ACCEPTED SUBMITTALS

1.12 APPROVED SAMPLES

1.13 WITHHOLDING OF PAYMENT

1.14 STAMPS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

ATTACHMENTS:

ENG Form 4025-R

Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer (KO) may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Make certain that each submittal is complete and in sufficient detail to easily determine contract compliance.

a. Use the same units of weights and measures as the contract drawings.

b. Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

c. Clearly identify any proposed variations from the contract requirements.

d. Include drawings; literature (catalog cuts, diagrams, operating charts or curves); test reports; samples; O&M manuals (including parts list); certifications; warranties; and other necessary information.

e. Obtain submittal approval prior to acquiring the covered material or equipment.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to commencing work on site.

Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Construction Progress Schedule

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SECTION 01 33 00 Page 3

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Unless otherwise specified testing must have been completed within three (3) years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Reviewing Authority

Office or designated person to review submittal.

1.1.2.1 Action Elements for Submittal Review

AE Architect/Engineer C Engineering & Construction Division, Construction Branch

SECTION 01 33 00 Page 4

DDC Walla Walla District Dive Coordinator, Safety Office A Engineering & Construction Division, Structural Design

"Architectural" ECC Operation's Division, Environmental Compliance Coordinator OPC Operation's Division, Pesticide Coordinator EL Engineering & Construction Division, Electrical Design GT Engineering & Construction Division, Geotechnical Design H Engineering & Construction Division, Hydraulic Design ME Engineering & Construction Division, Mechanical Design ST Engineering & Construction Division, Structural Design HDC Hydroelectric Design Center GE Engineering & Construction Division, General Engineering PMP Project Management Division, Planning PER Planning, Programs, and Project Management Division, Environmental Resource PEC Project Management Division, Environmental Compliance SO Safety Office SLE Security Law Enforcement Officer EOC Engineering Design, Project Operations and Construction

1.1.3 Work

As used in this SECTION, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

G - This code is for submittals requiring government approval that were listed in the original government-generated specs

I - This code is used for both government-generated submittals and contractor-generated submittals. This code is reserved for submittals that don't require approval, e.g. test reports.

1.2.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the KO.

Government approval is required for any variations from the Solicitation or Accepted Proposal and other items as designated by the KO. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.2.2 Information Only (I)

Submittals not requiring Government approval will be for information only.

1.3 PREPARATION

1.3.1 Transmittal Form

The attached sample transmittal form (ENG Form 4025-R) is in RMS and shall be completed in RMS 3.0 Contractor Mode. Use ENG Form 4025-R for

SECTION 01 33 00 Page 5 submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form.

Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.3.2 Identifying Submittals

When submittals are provided by either the Prime Contractor or subcontractor, the Prime Contractor is responsible to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title, location, and date.

b. Contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add a number suffix on submittal description, for example, submittal 18 would become 18.1, to indicate the resubmission.

h. Product identification and location in project.

The sequence of submission of drawings shall be such that all information is available for checking each drawing when it is received. Contract number and project shall be shown directly above the revision space on all drawings submitted. Drawing details and notes shall be of such quality and clarity and of sufficient definition and line weight as to permit sharp and totally legible scanning. All items shall be adequately identified to show where they will be used, and shall be referenced to applicable contract drawings and specification section.

All shop drawings submitted on a single transmittal (ENG form 4025-R) shall pertain to only one (1) specification section. Computed weights of all items shall be indicated on the shop drawings. Where drawings are submitted for either (1) assemblies consisting of more than one (1) piece of equipment, or (2) systems consisting of numerous components dependent one on the other for matching or compatible characteristics, complete information shall be submitted on all such related components at the same time.

SECTION 01 33 00 Page 6

1.3.3 Format For Electronic Submittals

The PDF file name of all submittals shall include the contract and transmittal number.

a. example: 17-C-0005_Trans 01 35 29.10 28-1 Item 1, 5

b. re-submittal example: 17-C-0005_Trans 01 35 29.10 28-1.1 Item 1, 5

All electronic submittals shall be in color and digitally searchable. All pages in the file shall be oriented so that no rotation or manipulation to view is needed.

1.3.4 Format for SD-02 Shop Drawings

All shop drawings prepared by the Contractor for this contract shall be 22 inches by 34 inches American National Standards Institute (ANSI D). All paper copies of shop drawings submitted to the Government shall be reduced in size to 11 by 17 inch.

a. All shop drawings shall have a title block and a revision block.

b. Title block shall include project title, sheet description, sheet number, contract number and issue date.

c. Revision block shall contain revision mark, revision description, date of revision.

d. Each Sheet shall have a unique number.

e. Each sheet shall have the Contractor Firm name on it.

1.3.5 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains. Mark out all product data not pertaining to the product being submitted.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist.

Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

d. Provide all software code, user interfaces, logic and graphic information, manuals, documentation, etc. in English, only.

e. Provide product data in English dimensions. Where product data are included in preprinted catalogs with Metric units only, submit English dimensions on separate sheet.

f. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication

SECTION 01 33 00 Page 7 references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

g. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the KO. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

h. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal. Mark the submittal to clearly indicate what choices, options, and portions of the product offering will be incorporated into the work. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

i. Submit manufacturer's instructions prior to installation.

1.3.6 Format of SD-04 Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches built up to A4 8-1/2 by 11 inches.

(3) Sample of Materials Exceeding A4 8-1/2 by 11 inches: Cut down to A4 8-1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

SECTION 01 33 00 Page 8

b. Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three (3) units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one (1) sample of that manufacturer and style, for comparison.

1.3.7 Format of SD-05 Design Data and SD-07 Certificates

Provide design data and certificates on 8-1/2 by 11 inches paper.

Provide a bound volume for submittals containing numerous pages.

1.3.8 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

a. Provide reports on 8-1/2 by 11 inches paper in a complete bound volume.

b. Indicate by prominent notation, each report in the submittal.

Indicate specification number and paragraph number to which it pertains.

1.3.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply Contractor's approval stamp to document, but to a separate sheet accompanying document.

1.4 QUANTITY OF SUBMITTALS

The quantities listed below are for all submittals except for the closeout quantities of submittals required in SECTION 01 78 00.00 28

CLOSEOUT SUBMITTALS.

1.4.1 Electronic Copies

Each submittal shall be sent in PDF format via e-mail to the transmittal mailbox for the Lower Snake River Resident Office:

CENWW-LSCRO-SUBMITTALS@usace.army.mil

Submittal files too large to send via e-mail shall be submitted using the AMRDEC Safe Access File Exchange (SAFE) website at:

https://safe.amrdec.army.mil/SAFE/

When asked to "provide an email to provide access to", enter the Lower Snake River Resident Office transmittal e-mail address.

SECTION 01 33 00 Page 9

1.4.2 Hard Copies (HC)

Not all submittals are required to be submitted in hard copy. Hard copies are only needed for submittals designated with a (HC) in the submittal title or as specifically designated by type of submittal.

submittal title example: As-Built Contract Drawings and FIO Drawings (HC)

1.4.3 Official Receipt of Transmittals

Official receipt of a transmittal that is sent electronically begins the business day after the Government receives that transmission by e-mail or through AMRDEC.

Official receipt of the transmittal that also requires a hard copy submission only begins when the Government receives the hard copy and not the electronic submission.

1.4.4 Number of Hard Copies of SD-02 Shop Drawings

SD-02 SUBMITTALS WITH A HC DESIGNATED REQUIRE A HARD COPY SUBMISSION IN

THE QUANTITIES DISCUSSED BELOW:

Submit two (2) paper copies of all (HC) designated submittals to the address below. Each copy shall be sent with the ENG Form 4025-R.

District Commander

ATTN: CENWW-EC-C

Walla Walla District Corps of Engineers 201 North Third Avenue Walla Walla, WA 99362-1876

1.4.5 Number of Samples SD-04 Samples

ALL SD-04 SUBMITTALS REQUIRE A HARD COPY SUBMISSION IN THE QUANTITIES

DISCUSSED BELOW:

a. Submit two (2) samples, or two (2) sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one (1) sample panel. Include components listed in technical section or as directed.

c. Submit one (1) sample installation.

d. Submit one (1) sample of non-solid materials, for example paint.

1.4.6 Number of Copies of SD-10 Operation and Maintenance Data

ALL SD-10 SUBMITTALS REQUIRE A HARD COPY SUBMISSION IN THE QUANTITIES

DISCUSSED BELOW:

Submit in compliance with SECTION 01 78 00.00 28 CLOSEOUT SUBMITTALS.

Submit one (1) copy each to the following addresses with remainder sent to the District office address See paragraph "Number of Copies of SD-02 Shop

SECTION 01 33 00 Page 10

Drawings" :

Operations Project Manager Mill Creek Project Office Attn. Justin Stegall US Army Corps of Engineers 3211 Reservoir Road Walla Walla, Washington 99362

1.5 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the KO is not required on information only submittals.