Attachment 0016- Sample Design Build Task Order SOW.pdf

Directorate of Public Works Detroit Arsenal

Design-Build Statement of Work

Project Title Work Order Number XXXXXXXXXX

U.S. Army Garrison - Detroit Arsenal Directorate of Public Works Warren, MI

Day Month Year Final Document

Page i

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 02 10.00 06 PROJECT DESCRIPTION AND DESIGN REQUIREMENTS

01 03 00.00 06 DESIGN AND CONSTRUCTION SUBMISSION REQUIREMENTS

APPENDICES

Appendix A1 Project Specific Environmental Protection Requirements

Appendix A2 Standard Environmental Protection Requirements

Appendix A3 Other Standard Environmental Protection Requirements.

Appendix B Technical Guide for I3A, 2010

Appendix C DPW Drawing Guidelines

Appendix D Contract Data Requirements List (CDRL)

Appendix E Division 01 UFGS Edited

Appendix F Asbestos Survey

Appendix G Construction Impact Notification

Appendix H Hazmart User’s Handbook

Appendix I CADD Drawings – on CD

Appendix J Detroit Arsenal Installation Design Guide (IDG)

Appendix K Section C

Appendix L Historical Documents

Appendix M Energy Policy

Appendix N Future Parking Lot Striping

Appendix O Site Engineering and Surveying Design Guide

Appendix P Supplemental UFGS Specifications- Unedited

Appendix Q Building Automation System Standard Requirements

SECTION 01 02 10.00 06 – Page 1

SECTION 01 02 10.00 06

PROJECT DESCRIPTION AND DESIGN REQUIREMENTS

2/6/2020

PART 1 DESIGN OBJECTIVES

1.1 PROJECT DESCRIPTION

This project will require design-build services involving repair and minor construction to design and perform the [geotechnical, civil, architectural, structural, heating, ventilating, and air conditioning (HVAC), plumbing, electrical, telecommunications, and fire protection] work as described in this Statement of Work (SOW) and Drawings.

[The scope of work for this project is to design and build required modifications to convert the existing building to a tactical equipment maintenance facility.]

[Electronic MicroStation V8 XM computer-aided design and drafting (CADD) files or Adobe Acrobat Portable Document Format (PDF) files, which include the existing building floor plans and utility plans, will be provided by the Detroit Arsenal (DTA) Directorate of Public Works (DPW) on compact disc (CD) as part of this SOW. The Contractor shall field verify all files and drawings provided by the Detroit Arsenal DPW for accuracy prior to cost proposal submission.]

[The renovation of this existing historic building shall be compliant with the building’s designation as a National Historic Landmark and shall be coordinated with the Michigan State Historical Preservation Office (SHPO) and the Detroit Arsenal Directorate of Public Works Environmental Division.

All construction in this facility shall be evaluated and cleared by the SHPO. Any required exterior modifications must be made “in kind” (including windows) or original only shall be used, unless reviewed and approved by SHPO. Any modifications proposed for original finishes must be approved by SHPO prior to the start of work. All contact and coordination with SHPO shall be made by the Detroit Arsenal Directorate of Public Works.]

The Contractor shall provide extended parts and labor warranties on all equipment, products, and items, including roofs, HVAC equipment, pumps, motors, transformers, fire protection and fire alarm equipment, lightning protection equipment, and all other equipment as specified in the Unified Facilities Guide Specifications (UFGS) in accordance with CDRL A010. In addition to submitting warranty information, all product warranty information shall also be provided at the time product data information is submitted to the Government for review in accordance with CDRL A010. Parts and labor warranties shall be provided for the maximum number of years specified in the Unified Facilities Guide Specifications for all products.

[Room numbers physically located in the facility may deviate from the room numbers specified in the drawings. Contractor shall refer to room numbers specified in the drawings where discrepancies exist.]

[The entire existing area located within the boundaries of the project shall be modified to meet the latest edition of UFC, National Fire Protection Association (NFPA), and Architectural Barriers Act (ABA) Standard for

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Department of Defense (DoD) Facilities. These requirements shall be determined and included in the cost proposal for this project.]

1.1.1 Options

[The contract also includes the following options:

[Option Number 1 – Obtain all required county and state permits for land disturbance including soil disturbance. During execution of this project, there will be a combined total of one (1) acre or more of soil disturbed across the Detroit Arsenal installation, including soil disturbed as part of this project and multiple other projects, therefore permits will be required.]

[Option Number 2 – The Contractor shall provide design and construction of general storage space for 2,650 square feet of floor area with interior clear height of 24 feet.]

[Option Number 3 – The Contractor shall provide design and construction of landscaping other than the required sod and seeding for grass areas.]]

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROCESCUTION AND COMPLETION OF WORK (FAR 52.211-10.)

The Contractor shall be required to:

a. commence work under this contract within the time allotted under the Statement of Work (SOW),

b. complete the 65 Percent Design submittal(see APPENDIX D, CDRL A003), including submission of written responses to all Government comments and completion of the design review meeting, not later than [60] calendar days after date of receipt of notice to proceed. The Government requires 14 days for review and approval of these documents and the contractor shall factor this into meeting the completion date in this paragraph.

c. complete the 100 Percent Design submittal (see APPENDIX D, CDRL A004), including submission of written responses to all Government comments and completion of the design review meeting, not later than [90] calendar days after date of receipt of notice to proceed. The Government requires 14 days for review and approval of these documents and the contractor shall factor this into meeting the completion date in this paragraph.

d. complete the entire project design ready for construction (Released for Construction Design submittal), including submission of written responses to all Government comments and completion of the design review meeting, not later than [120] calendar days after date of receipt of notice to proceed.

The Government requires 14 days for review and approval of these documents and the contractor shall factor this into meeting the completion date in this paragraph. Refer to APPENDIX D, CDRL A005 for details.

e. complete all construction to be ready for use not later than [210] calendar days after date of receipt of notice to proceed. The time stated for completion shall include final inspection punch list item completion and

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Government acceptance, final cleanup, and completion of all requirements to authorize beneficial occupancy.

f. complete the entire work not later than [240] calendar days after date of receipt of notice to proceed. The time stated for completion shall include as-built drawings, operation and maintenance manuals, operational tests, reports, equipment lists, training, instructions, and all other required project closeout documents. The Government requires 14 days for review and approval of these documents and the contractor shall factor this into meeting the completion date in this paragraph. Refer to APPENDIX D, CDRL A010 for details.

LIQUIDATED DAMAGES – Liquidated damages applies to this contract. Refer to clause LIQUIDATED DAMAGES – CONSTRUCTION (FAR clause 52.211-12) of this contract.

LIQUIDATED DAMAGES--FURNITURE (Nov 2015)

(a) If the Contractor fails to complete the work within the time specified in the contract and causes delays to the Government furniture delivery, the Contractor shall pay liquidated damages to the Government in the amount of $ xxxx for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed.

These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

1.3 APPLICABLE CRITERIA

In Accordance With (IAW) MIL-STD-3007F, all Army projects must be built in compliance with the UFGS. The UFGS provides instructions for “editing” the UFGS for individual projects. Editing of the UFG specifications is defined as the “selection” of applicable building materials/components (such as architectural, environmental, structural, electrical, mechanical, and fire protection) which are necessary to construct the final project. The contractor’s Designer of Record (DOR) is responsible for editing the UFG specifications and determining which materials/components are necessary to construct the final project. The DOR is the construction contractor’s Architect and Engineering (A&E) who completes the 100% design, is responsible for editing the UFG specification for the contractor to build the project in code compliance, and certifies that the project meets all the applicable SOW and code requirements.

Design and construction shall comply with the requirements contained in this SOW. The design and technical criteria contained and cited in this SOW, the Department of Defense (DoD) Unified Facilities Criteria (UFC), and the Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Contractor shall adhere to the requirements included in the Detroit Arsenal Installation Design Guide (DTA IDG) (attachment 002) and DPW Drawing standard (attachment 004). The Contractor shall adhere to the International Building Code (IBC), published by the International Code Council, as referenced by the UFC and UFGS. The Contractor shall adhere to the International Building Code (IBC), published by the International Code Council, as referenced by the UFC and UFGS. The Designers of Record shall use the Unified Facilities Guide Specifications and the requirements contained in this SOW to fully develop the technical specifications and construction drawings. The

SECTION 01 02 10.00 06 – Page 4

Contractor shall comply with the latest editions of all codes, standards, regulations, specifications, and requirements as of the date of issuance of this SOW. If there is a conflict between requirements in this SOW and the UFGS then the requirements of this SOW shall take precedence and shall be adhered to.

1.4 ENERGY STANDARD COMPLIANCE

The building shall comply with the provisions of the Energy Policy Act (EPAct) 2005, in addition to American Society of Heating, Refrigerating and Air-Condition Engineers (ASHRAE) Standard 90.1 - Energy Standard for Buildings. As a separate part or section of the Design Analysis, demonstrate compliance with the EPAct using calculations, vendor literature, equipment catalog sheets, compliance forms, worksheets, and narrative descriptions of the building envelope, heating, ventilating, and air-conditioning (HVAC) systems, service water heating, electrical power, and lighting.

1.5 ACCESSIBILITY REQUIREMENTS

The facility shall be fully accessible to physically disabled persons and shall conform to the Architectural Barriers Act (ABA) Standard for Department of Defense (DoD) Facilities.

1.6 FORCE PROTECTION & ANTI-TERRORISM CONSIDERATIONS

Project design and construction shall comply with the UFC 4-010-01, Department of Defense Minimum Antiterrorism Standards for Buildings.

Electronic security shall be provided in accordance with UFGS DIVISION 28 -

ELECTRONIC SAFETY AND SECURITY.

Mass notification systems shall be provided and installed and in accordance with UFC 4-021-01, Mass Notification Systems. The contractor shall be responsible for verifying the type of mass notification system installed within the construction boundaries and the building.

Project design and construction shall be in accordance with the latest edition of Army Regulation (AR) 380-5, Department of the Army Information Security Program. All SIPRNET rooms shall be provided in accordance with the latest edition of Technical Guide for the Integration of the Secret Internet Protocol Router Network (SIPRNET).

Project design and construction for all secure rooms and secure facilities shall be in accordance with the latest edition of Army Regulation (AR) 380- 5, Department of the Army Information Security Program and Joint Air Force – Army – Navy (JAFAN) Manual 6/9. Provide third party testing in accordance with ASTM E336. Verify in writing that installed products perform no less than five (5) Field Sound Transmission Class (FSTC) or Noise Isolation Class (NIC) rating points below the specified laboratory Sound Transmission Class (STC) rating. Examine, adjust, and retest any installation not meeting that criteria until compliance is obtained in accordance with UFGS requirements.

All alarm security work on Top Secret and Secrete SIPRNET rooms, Top Secret and Secret VTC rooms, Top Secret and Secret Open Storage Areas, and all other rooms requiring alarm security work shall be fully compatible with the existing base alarm system. The existing base alarm system is ICIDS-IV/DAQ.

SECTION 01 02 10.00 06 – Page 5

ICIDS-IV/DAQ manufacturer and manufacturer certified vendors shall be used.

The Contractor shall contact DAQ Electronics, LLC for a complete list of manufacturer certified vendors.

Sensitive Compartmented Information Facilities (SCIF) shall be provided in accordance with ICD/ICS 705, Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities (SCIF).

Interior walls around the perimeter of the room shall be of permanent drywall with the perimeter walls, floors, and ceilings permanently constructed and attached to each other. Construction shall be done to provide visual evidence of unauthorized penetration. Perimeter walls, doors, floors, and ceilings shall be constructed from the concrete floor to the roof deck and shall provide STC of 45 or better to preclude inadvertent disclosure of conversation. All vents, ducts, and similar openings in excess of 96 square inches that enter or pass through the SCIF construction shall be protected with commercial metal duct sound baffles that meet the STC 45 rating. The baffles or wave forms shall be metal, permanently installed, and shall be no more than 6 inches apart in one dimension. A deviation of 1/2-inch in vertical or horizontal spacing is permissible.

Installation access is governed by DTA Reg 190-1. All contractor employees and visitors, to include subcontractors, to DoD installations must undergo a criminal background check, known commonly as an NCIC-III check. This requirement applies to all personnel over the age of 18 that do not possess a current Common Access Card (CAC) or DoD ID. Personnel shall be sponsored onto the installation by completing and submitting a STA Form 17 to the COR.

The Senior Installation Commander is the Adjudication Authority for installation access and approval. Personnel may be denied access to the installation based on derogatory NCIC-III checks. The contractor shall ensure that all employees are processed through the Directorate of Emergency Services in Bldg. 232 to obtain badges.

The contractor shall comply with all installation security regulations and requirements. The contractor’s security program, plans and procedures shall comply with the requirements of Army, IMCOM, and local Garrison regulations, supplements, and SOP’s. All contractor personnel shall adhere to the provisions set forth in DoD 5220-22M NISPOM, AR 380-5 Department of the Army Information Security Program, AR 25-1 Army Knowledge Management Program, AR 25-2 Information Assurance, AR 380-67 (Personnel Security Program), and AR 525-13.

The Contractor shall allow access to secure rooms for inspection during construction. The Contractor shall notify the Contracting Officer’s Representative (COR) at least 48 hours prior to the start of construction in secure rooms so the COR may schedule inspections. Inspection by the COR will be as frequent as deemed necessary by the COR for visual inspection of the secure space during construction and to certify the secure space meets the requirements of Army Regulation (AR) 380-5, Department of the Army Information Security Program.

1.7 HAZARDOUS MATERIALS ABATEMENT

[Asbestos abatement is required during demolition. The Designer of Record shall edit UFGS Specification Section 02 82 13.00 10, ASBESTOS ABATEMENT for abatement of asbestos and UFGS Specification Section 02 82 33.13 20, REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD for worker safety in

SECTION 01 02 10.00 06 – Page 6 removing materials coated with lead-based paint in accordance with APPENDIX

D, CDRL A011.

Lead-based paint is present in the building and shall be considered for workers during demolition.

The Designer of Record shall edit UFGS Specification Section 02 82 13.00 10, ASBESTOS ABATEMENT for abatement of asbestos and UFGS Specification Section 02 82 33.13 20, REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD for worker safety in removing materials coated with lead-based paint.

All asbestos insulation that is removed shall be replaced with non-asbestos insulation material in accordance with UFC and UFGS insulation specifications.

The Contractor shall adhere to the third party neutral consultant final clearance requirements stated in the “ASBESTOS” paragraph of the contract.

The Contractor shall maintain floor material warranties when abatement measures are taken on existing floors.

Hazardous materials abatement shall be performed in accordance with Appendix A1, Project Specific Environmental Protection Requirements, Appendix A2, Standard Environmental Protection Requirements and Appendix A3, Other Standard Environmental Protection Requirements.]

The Contractor’s cost proposal shall include the handling of all asbestos which is affecting this project. Asbestos shall be removed and handled in accordance with Federal (EPA 40CFR 61.145, EPA 40CFR 61.145), Michigan State DEQ (NESHAP), Department of Licensing and Regulatory Affairs (MIOSHA), and Michigan State Police, and installation requirements. Hazardous materials abatement shall be performed in accordance with Appendix A1, A2 and A3.

1.7.1 Asbestos Survey

Available asbestos survey information is included in the Appendix F for contractors use. The contractor shall remove asbestos containing materials from the project area and any construction affecting the installation of new work. The Contractor’s cost proposal shall include the removal of all asbestos which is identified as “Assumed” and “Known” asbestos as indicated in the asbestos report. The contractor shall dispose of the asbestos waste via HAZMART in accordance with Appendix H.

1.8 PERMITS

The Contractor shall prepare, file, and pay any fees required to obtain all necessary approvals and permits for the construction of this project, from all Governmental and non-Governmental Agencies having jurisdictional interest over any portion of proposed work under this project. Some Permits shall be prepared and filed in accordance with Appendix A1, A2 and A3

1.9 FINAL CLEANING

The Contractor shall clean the premises in accordance with FAR clause 52.236-12 and additional requirements stated here. Remove stains, foreign substances, and temporary labels from surfaces. Vacuum carpets and soft surfaces. Clean equipment and fixtures to a sanitary condition. Clean or

SECTION 01 02 10.00 06 – Page 7 replace filters of operating equipment if cleaning is not possible or practicable. Remove debris from roofs, drainage systems, gutters, and downspouts. Sweep paved areas and rake clean landscaped areas. Remove waste, surplus materials, and rubbish from the site. Remove all temporary structures, barricades, project signs, fences, and construction facilities.

1.10 FURNITURE RECONFIGURATION, REMOVAL, AND COORDINATION

The Contractor shall remove all furniture identified for demolition from the work area. The Contractor shall disconnect electrical power and communications to the furniture and perform all required work for furniture demolition and removal. The Contractor shall coordinate with the Contracting Officer’s Representative (COR) on all furniture items which are scheduled to be turned over to DTA for reuse. All other furniture shall be disposed of in conformance with the recycling requirements of the Appendix A1, A2 and A3 and as indicated on the construction drawings. Submit waste and recycle report as per Appendix D, CDRL A013 and as indicated on the construction drawings. Submit waste and recycle report as per Appendix D, CDRL A013.

All new furniture, reconfigured furniture, or reused furniture will be provided separately from this contract. The Contractor shall coordinate with the Furniture Contractor through the COR. The Contractor shall provide power wiring, local area network (LAN) wiring, and telephone wiring to the new workstations in conformance with UFGS specifications and this SOW.

All furniture which will be temporarily or permanently relocated as part of this project shall be relocated by the Contractor. The Contractor shall disconnect electrical power and communications to the furniture and perform all required work for furniture relocation and reinstallation.]

1.11 COORDINATION

The Contractor shall coordinate, through the COR, with the proposed tenant for the placement, installation, finish selections, of tenant furnished material and equipment. The Contractor shall coordinate with other contractors to prevent interference with their work and to allow them access to the work areas in accordance with FAR clause 52.236-8.

The project area will remain occupied by the tenant during construction. If it becomes necessary to interrupt work activities in buildings and/or areas for construction purposes, permission to do so must be requested in writing to the COR fourteen (14) calendar days prior to commencing work and shall be subject to COR approval in accordance with APPENDIX D, CDRL A012. Written requests for street closing shall be submitted for approval by the COR fourteen (14) calendar days prior to closing the street.

Work in connection with this contract which requires utility outages (electrical, water, gas, steam,…) which will close down or limit (as determined by the COR) normal activities in the building, construction area, or other affected areas, shall be performed by the Contractor at a time other than regular working hours of the organization occupying the facility.

Work in connection with this contract which requires road closures shall be performed by the Contractor at a time other than regular working hours.

Work required by the Contractor on non-standard basis or at premium pay

SECTION 01 02 10.00 06 – Page 8 shall be done at no additional cost to the Government. Request for utility outages and road closures shall be submitted to the COR, in writing, fourteen (14) calendar days prior to commencing work and shall be subject to COR approval.

The Contractor shall obtain DPW approval of interruption by submitting the Construction Impact Notification Form in accordance with Appendix G to the COR in accordance with the contract.

The Contractor shall coordinate work efforts with all affected utility companies. This includes initial contact to each utility company and coordination prior to and during construction.

[Snow fencing shall be provided in outdoor work areas for pedestrian protection.]

1.12 CONSTRUCTION SITE PLAN

The contractor shall, prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area, and details of the fence installation in accordance with CDRL A003, A004, and A005. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

All Contractor staging areas and storage areas shall be limited to the limits of the area of work.

The Contractor shall comply with UFGS Specification Section 01 50 00, TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

1.13 Detroit Arsenal Specific Fire Protection Requirements

The Contractor shall be aware of all parking signs. Parking in any fire lanes is prohibited and all violators will be ticketed. Vehicles leaking liquids must be taken off base, additionally, vehicles leaking large amounts of liquid are subject to be towed off the installation at the discretion of the DTA Fire Department Incident Commander.

The Contractor shall provide Material Safety Data Sheets (MSDS) to the DTA Fire Department for all chemicals to be used and stored on the premises.

MSDS shall be provided to the HAZMART and bar coding for all chemical products used and stored on the premise. All chemicals shall be stored in safe and proper containers when not in use.

The General Contractor’s superintendent or safety officer only will be issued a hot work permit. The Contractor shall require a hot work permit for all work producing sparks, flames, or heat occurring within the confines of the installation (indoors or outdoors). See paragraph C-25 of Appendix K for further information on Hot Work Permits.

1.14 Detroit Arsenal Specific Civil and Site Requirements

All disturbed ground surfaces and area used for storage shall be restored

SECTION 01 02 10.00 06 – Page 9 to the original conditions. All restoration work shall conform to the current versions of all applicable Unified Facilities Criteria (UFC), the latest edition of the Department of Defense (DoD) Unified Facilities Guide Specifications (UFGS) and the Michigan Department of Transportation (MDOT) specifications.

1.15 Quality Control

The contractor shall provide a Quality Control Plan and perform the Quality Control activities for this project. As outlined in paragraph C-38 of Appendix K, the contractor shall submit a written certification from any recognized testing agency, adequately equipped and competent to perform such services, that the material or equipment has been tested and conforms to the standards, including the methods of testing used. Refer to paragraph C-38 of Appendix K, and UFGS 01 45 00.00 10 Quality Control for further details.

[The Government will use the Resident Management System (RMS) to assist in its monitoring and administration of this contract. The Contractor uses the Government-furnished Construction Contractor Mode of RMS, referred to as RMS CS, to record, maintain, and submit various information throughout the contract period. Refer to Appendix E UFGS 01 45

00.15 10 Resident Management System Contractor Mode (RMS CM) for further details.]

1.16 PAYMENT FOR MATERIALS

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. Payment for materials incorporated in the work will only be made if all required Designer of Record or required Government approvals have been obtained.

PART 2 DESIGN AND CONSTRUCTION REQUIREMENTS

The contractor shall provide design requirements in accordance with APPENDIX D, CDRL A003, A004, & A005 and also incorporate the drawing instructions listed throughout Part 2 of this SOW.

In addition to the APPENDIX D, CDRLs required for this effort, the contractor shall also provide other submittals since it will be developing a complete list of submittals during design, which fully detail material or articles to be incorporated into the work, and that are required by the United Facilities Guide Specifications (UFGS) 01-33-00, Submittal Procedures. The contractor shall obtain Contracting Officer's Representative (COR) approval of these submittals.

The Contracting Officer Representative’s approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the design, general method of construction, materials, detailing, and other information appear to meet SOW requirements and does not relieve the Contractor from responsibility for compliance with contract requirements.

2.1 FUNCTIONAL AND AREA REQUIREMENTS

2.1.1 Gross Area Definition

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Gross building area is measured to the outside face of exterior enclosure walls. The gross floor area of the project shall be determined by the Contractor to meet all SOW requirements including minimum net areas indicated in this SOW.

2.1.2 Net Area Definition

Net area is measured to the inside face of the room or space walls.

2.1.3 Net Area Requirements

Minimum net area requirements for programmed spaces are included [on the floor plans under the room names] [ ]. Net areas for building circulation and utility rooms shall be sized to accommodate the required function and equipment, comply with code requirements, enhance constructability, and comply with other requirements of this SOW.

2.2 CIVIL AND SITE

2.2.1 Technical Requirements

2.2.1.1 Design and Installation Standards and Codes

The civil design and construction shall conform to the current versions of all applicable Unified Facilities Criteria (UFC). The project civil design and construction shall be in accordance with the latest edition of the Department of Defense (DoD) Unified Facilities Guide Specifications (UFGS) and the Michigan Department of Transportation (MDOT) specifications. The design and construction shall conform to all standards and codes referenced in the UFGS specifications and MDOT specifications under the applicable civil specification sections. Aggregate gradation shall be provided in conformance with MDOT specifications. All roadway design and construction shall conform to MDOT specifications. All concrete and gravel design and construction shall conform to MDOT specifications. The City Of Warren drawing details, available on the City of Warren website, shall be adhered to.

2.2.1.2 Scope of Work

The work includes completion of civil and site design and construction as described herein and as detailed by the Civil Designer of Record (DOR).

The civil and site shall be designed under the supervision of a registered professional civil (PE) engineer with a license for quality assurance. All Site Designs and deliverables including but not limited to, Topographical Surveys, Subgrade certification, Base Certification, utility As-builts, Final As-builts, shall be stamped and signed by DOR.

2.2.1.3 Detroit Arsenal Specific Requirements

All abandoned utility system piping and system components within the project area boundaries shall be removed.

All piping shall be As-Built surveyed and photographed by the Contractor and shall be inspected by the Contractor and COR prior to burying, covering, or concealing. The Contractor shall provide all photographs to the COR in

SECTION 01 02 10.00 06 – Page 11 electronic Adobe Acrobat Portable Document Format (PDF) or JPEG format in accordance with Appendix D CDRL A006.

All underground piping, conduit, and fiber optic lines shall be provided with tracer wire. Tracer wire shall be provided in conformance with UFGS Division 31 specifications.

Water meters shall be provided in conformance with UFGS Specification Section 33 12 33.00 30, WATER UTILITY METERS and UFC requirements. All new water meters shall readout and report units in gallons and gallons per minute.

Natural-gas meters shall be provided in conformance with UFGS Specification Section 33 51 13.00 30, NATURAL-GAS METERING and UFC requirements.

Design and construction shall be in accordance with the Safe Drinking Water Act. Design and construction shall be in accordance with “Reduction of Lead in Drinking Water Act.”

Phosphorus fertilizer shall not be applied on lawns unless exempted in Public Act 299 of 2010.

Environmental Compliance Note:

Contractor can attempt to stockpile excavated soil spoils and reutilize only after screening and successful soil testing approved by the Government (testing Lab and test results). Any soils to be reutilized must meet or exceed soils designated in project contract documents. Excess Soils or Soils that cannot be reutilized on site shall become the property of the contractor and shall be disposed of off-site properly in Government approved Class II landfills, or Government approved destinations only

2.2.1.4 Grading and Drainage

The proposed site grading shall maintain existing topography while recognizing standard gradients. There shall be a balance of the quantity of cut and fill soils to create a smooth transition of graded areas into the existing natural site. The plan shall reflect selective site clearing that preserves as many trees as possible. Grading and site design shall manage site runoff to maintain rate of flow and quantity to pre-construction levels or reduce site runoff where possible. The principles of positive drainage shall be applied to control the conditions that remove rainfall away from facilities and functions. Site designs shall seek to minimize the disturbance of land and utilize natural drainage paths where possible.

Final site design and surface grading shall allow positive drainage at completion of the project and shall allow for changes to the surface due to subsequent years of maintenance.

Storm water design shall be in accordance with the latest edition of UFC 3- 210-10, Low Impact Development. Federal, state and local regulations regarding the design of storm water management systems shall be considered the minimum design criteria.

2.2.1.5 Circulation and Parking

The vehicular and pedestrian circulation system shall promote safe and efficient movement of vehicles and pedestrians within the site area and maximize separation of vehicles and pedestrians. Safe circulation systems

SECTION 01 02 10.00 06 – Page 12 have a clear hierarchy of movement, lead to a clear destination, and do not interrupt other functions.

2.2.1.6 Vehicular Circulation

Vehicular circulation layout is determined by applying the design vehicle templates to the site design. The passenger car class includes passenger cars and light delivery trucks; such as, vans and pick-ups. The passenger car template is equivalent to the non-organizational - privately owned vehicle (POV). The truck class template includes single-unit trucks, recreation vehicles, buses, truck tractor-semitrailer combinations, and trucks or truck tractors with semi-trailers in combination with full trailers. Templates showing the turning movements for design vehicles are provided by the American Association of State Highway and Transportation Officials (AASHTO). Obtain templates and utilize them during the design of the facility. Provide the vehicle clearances that are required to meet traffic safety for emergency vehicles, service vehicles, and moving vans.

Site entrances and site drive aisles shall include required traffic control signage. Maximize spacing between drives, incorporate right-angle turns, and limit the points of conflicts between traffic.

2.2.1.7 Vehicular Parking

Vehicular parking spaces shall be provided at a minimum of [ ] parking spaces, including the handicapped accessible parking spaces.

Parking striping shall be as follows:

a. Red-Striped: Assigned parking, to include temporary parking for GSA, GOV, and Privately Owned Vehicle (POV) placards, Mass Transit Benefits Program, and organizational parking.

b. Blue-Striped: Parking spaces which are designated as handicapped parking.

c. White-Striped: Open parking, utilized on a first-come, first-serve basis, for all installation patrons.

d. White-Striped Motorcycle Parking: Parking spaces for motorcycles only from 01 April through 01 November each year with signage reflecting the timeframe. From 02 November through 31 March annually, privately owned vehicles are allowed to park in these spaces, utilizing two (2) motorcycle parking spaces per privately owned vehicle.

2.2.1.8 Pedestrian Circulation

Provide a sidewalk layout to connect all building entrances with parking, site facilities, and existing walks. Pedestrian circulation shall be based on pedestrian desired lines of walking between site facilities and existing walks. Desired lines shall be weighted to predict the most traveled routes which shall then require paving. Topography and vegetation shall be used to control and reinforce movement. Design pedestrian concentration areas with adequate paved areas. Sidewalks shall not cross into existing tree drip lines.

2.2.1.9 General Site Engineering

SECTION 01 02 10.00 06 – Page 13

Site development associated with the [indicate name of building] building consists of the earthwork, paved areas for three automobile parking lots, an unloading access drive, two security access gates, sidewalks, curbs and gutters, sanitary sewer and storm sewer systems. For guidance relating to the site planning and design, refer to UFC 3-210-06A Site Planning and Design. Paved areas shall be laid out using a combination of profiles, typical sections, and spot elevations. The first floor elevation shall be at least [ ] inches above the elevation of [ ]. Slopes away from the structures that are part of this project shall be in accordance with UFC 3- 210-06A Site Planning and Design. Contours shall not be used for the grading of any paved access ways or parking areas. The use of contours for grading is acceptable for turfed areas. Any borrow soil required shall be acquired from [an off-site location] [ ].

2.2.1.10 Materials

As minimum design criteria all materials shall conform to the Michigan Department of Transportation specifications.

2.2.1.11 Standoff Distances

Submittal drawings shall include the standoff lines at the appropriate distances to indicate that the design is in compliance with UFC 4-010-01 Department of Defense Minimum Antiterrorism Standards for Buildings.

2.2.1.12 Site Survey

[A site survey was conducted by the [Detroit Arsenal Directorate of Public Works] on the [indicate location of site]. [Indicate POC with the USACE or AE] is the POC at [indicate phone number of POC]. This survey includes all planimetric features such as buildings, sidewalks, roadways, parking areas (including type such as gravel, paved, concrete, etc.), visible utilities, trees (including trunk diameter), road culverts (including type, size and inverts). Rim, ground surface and invert elevations and pipe sizes at sanitary manholes, cleanouts, storm manholes, inlets and catch basins, location of fire hydrants and water valves, location and type of fences and walls are shown. This survey shall be provided to the successful Contractor in electronic format. See the drawings in the appendices for survey data to be used for proposals.]

[A site survey is not included in this SOW Package. The Contractor shall be responsible for conducting a complete site survey. This survey shall include all planimetric features such as buildings, sidewalks, roadways, parking areas (including type such as gravel, paved, concrete, etc.), visible utilities, trees (including trunk diameter), road culverts (including type, size and inverts). Rim, ground surface and invert elevations and pipe sizes at sanitary manholes, cleanouts, storm manholes, inlets and catch basins, location of fire hydrants and water valves, location and type of fences and walls shall be shown.] Spot Elevations shall be shown at no more than 50 feet intervals, beginning and ending of curves, deflections, top of curbs and gutter lines, swales, drainage patterns, spillways, edge of roads, edge of shoulders, centerline of roads. Paint stripe patterns shall also be delineated. Elevation and coordinates system shall match Detroit Arsenal GIS/Benchmark system. Minimum two (2) GIS control points shall be shown. Survey shall extend at least 100 feet outside project limits (100 feet offsite). Site Survey shall be stamped and signed

SECTION 01 02 10.00 06 – Page 14 by Michigan Registered Engineer or Michigan Registered Land Surveyor. Survey shall be performed after award of contract. Any surveys performed prior to award date are not acceptable. See Appendix “O” for detailed Survey Requirements.

2.2.1.13 Notification Prior to Excavation

The Contractor shall notify the COR a minimum of 14 calendar days prior to the planned excavation to allow processing. The Contractor shall submit the excavation permit, and obtain approval prior to excavation. The Contractor shall follow the DTA excavation permit process. A copy of the current excavation permit process can be obtained from the COR upon request. The Government will provide courtesy utility identification of known existing underground utilities in the work area. The marked location of the existing utilities is approximate and is a courtesy. Excavation by power driven equipment is not permitted within three (3) feet of either side of the marked utility. Hand excavate each side of the indicated obstruction and continue until uncovered or clearance for the new grade is assured.

The Contractor shall field verify the location of the existing installation utilities in the contract work areas. The Contractor shall hire a subcontractor with at least 5 year’s experience to locate utilities within excavation, boring, or tunneling area.

For locations of underground facilities, obtain digging permits prior to start of excavation by contacting the Contracting Officer’s Representative 14 calendar days in advance. Follow the procedures specified in Appendix K Section C to obtain excavation permits.

Report damage to underground utilities or subsurface construction immediately to the Contracting Officer’s Representative, the DTA Base Operations Contractor, and the DTA Fire Department. Damage to marked or unmarked utilities caused by the Contractor shall be repaired or replaced by the Contractor at no additional cost to the Government. Repair is defined as permanent, code compliant measures as approved by the Contracting Officer’s Representative.

Excavation that interrupts traffic, parking, or pedestrian circulation requires notification to the DPW by contacting the Contracting Officer at least fourteen (14) calendar days in advance. The Contractor shall obtain DPW approval of interruption by submitting the Construction Impact Notification Form. For procedures to obtain the Construction Impact Notification Form follow the procedures specified in Appendix D CDRL A012.

The contractor is required to secure an excavating permit before proceeding with any exterior on-site excavating or digging. The U.S. Army Garrison - Detroit Arsenal and Selfridge permit must be signed and a site inspection will be conducted (pre-dig meeting) prior to approval. A copy of the current excavation permit and excavation permit process can be obtained from the COR upon request. The DTA permit must be signed by the DPW, Chief of Engineering Services Division. The contractor must make provisions to accommodate delays that may arise due to the permit acquisition process. The USAG-DTA DPW, Chief of Engineering Services Division must have 14 calendar days notice from the contractor prior to permit being approved.

The contractor shall comply with Public Act 53 effective April 1 1975 as amended on December 21, 1989 by House Bill No. 5085. The contractor shall

SECTION 01 02 10.00 06 – Page 15 notify MISS DIG and the utility owners three working days (excluding Saturdays, Sundays, and holidays) before any excavation, tunneling, drilling, boring, or demolition work begins. The contractor shall notify and call MISS DIG at 1-800- 482-7171, and coordinate his work accordingly. .

The contractor shall comply with all requirements and conditions of the USAG-DTA excavation permit. The contractor is responsible for locating all utilities. The contractor shall field verify the location of the existing installation utilities in the contract work areas. The contractor shall hire a subcontractor with at least 5 years experience to locate the above utilities within excavation, boring, tunneling area. Recommended methods include the "Underground Radar Penetration" and exploratory trenches and pits to determine underground utility locations.

The Government may field locate utilities for the contractor, but this is done only as a courtesy utility identification. The contractor shall be responsible for protecting utility identification placed by the Government.

Refer to Appendix K Section C for further details.

2.2.1.14 Demolition

This project requires the demolition of some sidewalks that cross the driveways to the parking lots. Any existing light poles that interfere with the new driveways shall be relocated by the Contractor as indicated by the Designer of Record. Any waste excavation shall be disposed of off-site.

2.2.1.15 Abandoned Structures and Utilities

Asphalt and concrete pieces encountered in borings [AD-2 and AD-7] indicate the possibility that debris from the previous structures may exist. New structures often perform poorly and exhibit cracking when constructed over old floor slabs, footings, or other structures. The cracking is typically located in the area immediately over the old structures, resulting from variable support conditions. The site shall be prepared to provide relatively uniform subgrade support for the proposed development, including the removal of existing foundations, grade slabs, pavements, and old fill that may be encountered in discrete locations within the building limits during site excavations. Abandoned utility pipes within the building's footprint shall be removed, so they shall not serve as conduits for subsurface erosion which could result in formation of voids or depressions, with adverse effects on foundations, floor slabs, or the proposed pavement areas. An on-site decision by the Designer of Record shall be made concerning the necessity for removal of below grade objects under the parking areas.

2.2.1.16 Entrances and Parking Lots

Proposed entrance locations, widths, and return radii are illustrated on the attached Site Plan. [The pavement design for construction of the entrances and parking facilities is included in the Geotechnical Exploration Report included in the appendices. Both flexible and rigid pavement designs are provided for use at the discretion of the Design/Build Contractor.] Handicap accessibility requirements shall follow the Architectural Barriers Act (ABA) Standard for Department of Defense (DoD) Facilities.

SECTION 01 02 10.00 06 – Page 16

2.2.1.17 Sidewalks

Sidewalks shall be designed to meet the Architectural Barriers Act (ABA) Standard for Department of Defense (DoD) Facilities. Sidewalks shall be constructed of Portland cement concrete, shall be a minimum of 4 feet wide exclusive of curb width, and shall be made with wire mesh reinforced concrete at a minimum thickness of 4 inches. Where walks are adjacent to the curb, the curb width shall not be included as sidewalk. Ramps for handicapped individuals shall be provided at intersections by depressing street curbs and adjacent sidewalk. Any exterior railings provided around walks, ramps, and stairs shall be [stainless steel or pre-finished aluminum]

2.2.1.18 Curbs and Gutters

All driveway curb entrance radii shall be [granite] [ ] curb to match existing [granite] [ ] curbs. Continue with concrete curb and gutter within site interior. Curbs and gutters constructed within the parking areas shall be concrete curbing, [6 inches wide, 1-inch radius, and sloped for the top exposed 6 inches. The remaining 12 inches shall be below the surface.]

2.2.1.19 Sanitary Sewer System

The sanitary sewer system shall consist of a minimum sized [8-inch] [ ] service lateral from the building to a new sanitary sewer manhole located just outside the building. From the new manhole, a sanitary sewer collection system, utilizing [8-inch] [ ] minimum diameter sanitary sewer pipe, shall be designed to connect to the existing infrastructure at an existing manhole. Sewer profiles shall be developed for proper description of the sewer system. [The existing sanitary sewer system is shown on the Utility Site Plan.]

The new sanitary sewer collection system shall be designed in accordance with UFC 3-240-07FA Sanitary and Industrial Wastewater Collection: Gravity Sewers and Appurtenances and UFC 3-240-09A Domestic Wastewater Treatment.

2.2.1.20 Storm Sewer System

A storm sewer system shall be designed by the Designer of Record to facilitate positive drainage of the parking facilities and general site.

The design shall be for a [10 year 24-hr storm occurrence]. All storm drainage system piping shall be reinforced concrete pipe. The building foundation drains and pavement sub-drains shall also connect to the storm sewer system. The new system shall connect to the existing infrastructure at an existing manhole, catch basin or ditch. Where design requires connection to a storm sewer between manholes, a new manhole shall be constructed over the existing pipe in order to form the junction. The existing storm sewer system is shown on the Utility Site Plan.

Final subsurface design and grading under paved or concrete surfaces shall allow positive drainage of the subgrade to eradicate the runoff as much as possible. Wrapped perforated edge drains shall be used along the edges of all proposed and new driving pavements, installed with positive drainage, and shall outlet to nearby ditch or storm sewer structures. No surface runoff shall be permitted to enter into the edge drain system, to prevent latent plugging. Where existing deteriorated pavements are to be

SECTION 01 02 10.00 06 – Page 17 rehabilitated due to poor subsurface drainage, edge drains shall be provided at the proposed pavement edge.

The existing system capacity shall be analyzed. In-line detention may be required if the existing infrastructure…