22R0002_Atch1-Statement of Work.pdf

PREPARED FOR

DEPARTMENT OF THE AIR FORCE

BY

KBR SERVICES LLC SUCURSAL EN ESPAÑA

496TH AIR BASE SQUADRON

ENGINEERING DESIGN SECTION

MORÓN AIR BASE, SPAIN

DESIGN-BUILD STATEMENT OF WORK (SOW) FOR:

PROJECT QUUG 13-1017, CNS PV FARM

Prepared by: ____________________________________________________________________ Name: Antonio Menéndez Pasagali, CENDC Date: 13 Jan 2022

Name: José María Zumárraga Carmona, CENDM Date: 13 Jan 2022

Name: Manuel Córdoba García, CENDE Date: 13 Jan 2022

Revised by: ____________________________________________________________________ Name: José Luis Vidal García, CEND Date: 13 Jan 2022

Revised by: ____________________________________________________________________ Name: Shawn M. Connors, CEN Date: 13 Jan 2022

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INDEX OF CONTENTS

PART 1 GENERAL PROJECT DESCRIPTION

PART 2 PROJECT OBJECTIVES

PART 3 SCOPE

PART 4 DESIGN REQUIREMENTS

PART 5 PERFORMANCE TECHNICAL SPECIFICATIONS

PART 6 CONCEPT DRAWINGS

PART 7 PHOTOS

PART 8 SCHEDULE OF MATERIAL SUBMITTALS (ATTACHMENT)

PART 9 LIST OF SPECIFIC DESIGN CRITERIA

PART 10 SPECIAL CONDITIONS

PART 11 GENERAL CONDITIONS

PART 12 SMALL PROJECT DESIGN-BUILD PROGRESS SCHEDULES

ATTACHMENT A INTEGRATED NATURAL RESOURCES MANAGEMENT PLAN FOR

MORÓN AIR BASE

ATTACHMENT B FINAL GOVERNING STANDARDS FOR SPAIN, MAY 2014

ATTACHMENT C QUUG 16-1001. ELECTRICAL ENERGY FEASIBILITY STUDY –

APPENDIX 2 . INSTALLATION OF A PHOTOVOLTAIC FARM

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PART 1 - GENERAL PROJECT DESCRIPTION

1. This project is intended to provide a new 900 kW photovoltaic farm (PV Farm herein) at Morón AB (Spain).

2. The area identified for new construction is located in South East area of the base, to the South of Vázquez Sagastizábal St, has never been altered/constructed since construction of the Base, except for utilities running along the Vazquez Sagastizábal road running to different areas of the base.

3. Connection from PV Farm to existing Power Plant, Bldg #212 crosses several areas of the base with no existing constructions, except for roads and other utilities.

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PART 2 - PROJECT OBJECTIVES

1. Provide a complete and fully operational facility/ies for the base needs in compliance with all applicable US, Spanish and NATO codes.

2. Provide an installation that incorporate maintainability and sustainable design principles.

3. Provide and installation that will be ready for future expansion capabilities, even if the additive items for expansions are not awarded. Expansion capability of the capacity of installation shall be incorporated in the design at all stages.

4. Energy efficiency shall be incorporated into the design principles.

5. Provide a complete project with coordinated systems (structural, mechanical, electrical, fire protection, civil and other applicable disciplines, if required).

6. Provide a complete project considering the ecological, physical and visual features of the site.

7. Project shall incorporate all necessary safety precautions in accordance with applicable safety standards.

8. Include proper training of Government personnel in the Operation and Maintenance (O&M) of new equipment installed, and provide fully developed O&M packages.

9. Low maintenance and non-use of hazardous substances are of primary importance.

10. Project shall incorporate a Stormwater Pollution Prevention Plan (SWPPP) describing all the construction site operator’s activities to prevent stormwater contamination, control sedimentation and erosion, and comply with the legally binding requirements.

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PART 3 - SCOPE

1. GENERAL: The work covered by this Statement of Work (SOW) consists in the design and build of the project, performing all necessary travels and furnishing all professional services, facilities, labor, equipment, materials, plants, transportation, specifications, detailed drawings and cost estimates that enable the Contractor to construct a complete and usable facility under a firm fixed price contract. The Contractor shall investigate site conditions, perform topographic surveys (geographic information system) at proposed site and utilize manufacturer’s standard installation plans, specifications and drawings to the maximum extent feasible in developing the final design documentation necessary for obtaining Government approval. Any design change suggested by the Contractor to the SOW requires the approval of the Contracting Officer before its acceptance is given. The Contractor shall be responsible for the temporary markings, signs, markers and lights at the area affected by the construction and, if required, shall provide the flagmen, escorts and foreign object debris controllers during the work hours.

2. WORK DESCRIPTION: The construction works consist of, but are not limited to, the items indicated below, including the testing to be performed by independent laboratories for quality control. All items do not limit or reduce the Contractor’s responsibility to design and build all works as required by the project in order to provide a complete, operational and low-maintenance facility.

2.1 The project consists in a basic package that includes design and construction works to construct a 900 kWp Photovoltaic (PV) Farm and associated infrastructure, and several additive items that shall be awarded depending on available funding, each consisting in the design services and construction works required, except for the additive item for the underground high voltage feeder which consists in the additional design and construction works required to perform such installation above the cost already considered within the basic package.

2.2 BASIC PACKAGE (CLIN #0001 & CLIN #0002):

2.2.1. Civil Works:

2.2.1.1. Investigate the condition of the site for the 900-kWp PV Farm.

2.2.1.2. Perform the topographic survey of the site for the 900-kWp PV Farm.

2.2.1.3. Remove the Nerium Oleander shrubs required for the construction of the access road and to provide the required sight distance at the intersection of Vázquez Sagastizábal Street and the access road.

2.2.1.4. Remove the road edge marking of Vázquez Sagastizábal Street at its intersection with the access road.

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2.2.1.5. Perform the earthwork of the site for the 900-kWp PV Farm.

2.2.1.6. Perform the ground levelling/grading of the site for the 900-kWp PV Farm.

2.2.1.7. Construct the access road from Vázquez Sagastizábal Street (start point) to the perimeter fence (end point) of the 900-kWp PV Farm.

2.2.1.8. Construct the service road along the perimeter of the 900-kWp PV Farm, linking with the end point of the access road.

2.2.1.9. Construct the 2-parking stalls gravel parking lot next to the concrete pre-manufactured building (utility vault).

2.2.1.10. Construct a sidewalk around the parking lot.

2.2.1.11. Construct a sidewalk from the parking lot to the utility vault.

2.2.1.12. Construct the drainage system (ditches), including the culverts, at both sides of the access road.

2.2.1.13. Construct the drainage system (ditches), including the culverts at both sides of the service road of the 900-kWp PV Farm.

2.2.1.14. Construct the drainage system (ditches), including the culverts, along the perimeter of the sidewalk to be constructed around the parking lot.

2.2.1.15. Construct the drainage system (ditches), including the culverts, along both sides of the sidewalk linking the parking lot and the utility vault.

2.2.1.16. Construct the ripraps at the intersections of the ditches of the new drainage system of the 900-kWp PV Farm, access road and sidewalks.

2.2.1.17. Construct the ripraps at the discharge points of the new drainage system of the 900-kWp PV Farm, access road and sidewalks into the existing drainage system.

2.2.1.18. Paint road edge markings at the intersection of Vázquez Sagastizábal Street and the access road.

2.2.1.19. Install the traffic signs with concrete foundation at the intersection of Vázquez Sagastizábal Street and the access road.

2.2.1.20. Construct the concrete footings for the 900-kWp PV panels supporting structures connected with concrete tie beams.

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2.2.1.21. Install the 900-kWp PV panels supporting structures.

2.2.1.22. Install the fence around the perimeter of the 900-kWp PV Farm.

2.2.2. Mechanical Works:

2.2.2.1. Provide a hose bib near the PV substation supplied from the nearest existing 8” HDPE non-potable water line running parallel to 1st street (South side). Road crossing shall be performed by directional boring.

2.2.2.2. Provide a 150 lbs ABC fire extinguisher wheel-car type by the utility vault.

2.2.3. Electrical Works:

2.2.3.1. Provide mono-crystalline silicon PV panels to provide a total power production of 900 kWp.

2.2.3.2. Provide inverters to convert DC output from PV panels to AC. Minimum number of inverters shall be 8 ea of 100 kW nominal power each.

2.2.3.3. Construct High Voltage and Low Voltage underground ductbanks to connect PV panels, inverters and electrical substation.

2.2.3.4. Provide DC and AC wiring and accessories required to connect PV panels to inverters and electrical substation.

2.2.3.5. Provide grounding and bonding system for the installation.

2.2.3.6. Provide a complete substation in concrete pre-manufactured building to house all elements required from PV Farm.

2.2.3.7. Provide communications ductbanks, lines and control system for the PV Farm operation and monitoring from the Power Plant Bldg #212.

2.2.3.8. Construct an overhead High Voltage feeder to connect the new PV Farm to the Power Plant, Bldg #212.

2.2.3.9. Perform modifications and additions in power plant to connect the PV Farm to the base electrical distribution system. This connection shall include appropriate devices and equipment for the coordination with the power plant generated power signal, to allow for a smooth connection/transition in all instances, avoiding shorts, trips or malfunctions of the Base Power Plant operation.

2.2.4. Miscellaneous:

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2.2.5. Repair elements affected by the execution of the project.

2.2.6. Final cleaning.

2.3 ADDITIVE ITEM 1 (CLIN 3 & CLIN 4):

2.3.1. Electrical Works:

2.3.1.1. Construct a section of the High Voltage line feeder in the basic package as an underground High Voltage line, instead of the overhead feeder in basic package. Section to be underground in this additive item is the section from East of ‘D’ Av , to the North of 2nd Street.

Road crossings to be executed by directional boring or other non-destructive means for existing roads/installations. Additional cost to the basic package to construct this underground feeder section instead of the overhead feeder section shall be included in this additive item.

2.4 ADDITIVE ITEM 2 (CLIN 5 & CLIN 6):

2.4.1. Electrical Works:

2.4.1.1. Construct the rest of the underground High Voltage feeder to connect the new PV Farm to the Power Plant, Bldg #212, instead of the overhead feeder in basic package. Road crossings to be executed by directional boring or other non-destructive means for existing roads/installations. Additional cost to the basic package to construct these underground feeder sections instead of the overhead feeder shall be included in this additive item.

2.5 ADDITIVE ITEM 3 (CLIN 7 & CLIN 8): This additive item includes works to expand and modify the gravel road, drainage system and fence of the basic bid corresponding to the 900-KWp PV Farm, with all associated civil works, required for the 200-KWp+200-KWp PV Farm expansions indicated in Additive Items 4 and 5.

2.5.1. Civil Works:

2.5.1.1. Investigate the condition of the sites for both 200-kWp PV Farm expansions`` indicated in Additive Items 4 and 5.

2.5.1.2. Perform the topographic survey of the sites for both 200-kWp PV Farm expansions indicated in Additive items 4 and 5.

2.5.1.3. Perform the earthwork of the sites for both 200-kWp PV Farm expansions indicated in Additive Items 4 and 5.

2.5.1.4. Perform the ground levelling/grading of the sites for both 200-kWp PV Farm expansions indicated in Additive Items 4 and 5.

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2.5.1.5. Expand and modify the route of the service road required for the 900-kWp PV Farm (Basic Bid) by providing a service road along the perimeter of the PV Farm consisting of 900 kWp of the Basic Bid plus 200 kWp of Additive Item 4 and plus 200 kWp of Additive Item 5, linking with the end point of the access road.

2.5.1.6. Expand and modify the route of the drainage system (ditches) required for the 900-kWp PV Farm (Basic Bid) by providing a drainage system (ditches), including the culverts, at both sides of the service road of the PV Farm consisting of 900 kWp of the Basic Bid plus 200 kWp of Additive Item 4 and plus 200 kWp of Additive Item 5.

2.5.1.7. Expand and modify the route of the perimeter fence required for the 900-kWp PV Farm (Basic Bid) by providing a fence around the perimeter of the PV Farm consisting of 900 kWp of the Basic Bid plus 200 kWp of Additive Item 4 and plus 200 kWp of Additive Item 5.

2.6 ADDITIVE ITEM 4 (CLIN 9 & CLIN 10): This additive item includes works to expand the basic package PV Farm in 200 kWp, with all associated civil, mechanical and electrical works.

2.6.1. Civil Works:

2.6.1.1. Construct the concrete footings for the 200-kWp PV panels supporting structures connected with concrete tie beams.

2.6.1.2. Install the 200-kWp PV panels supporting structures.

2.6.2. Electrical Works:

2.6.2.1. Provide mono-crystalline silicon PV panels to provide an additional total power production of 200 kWp above the basic package.

2.6.2.2. Provide inverters to convert DC output from PV panels to AC. Minimum number of inverters shall be 2 ea of 100 kW nominal power each, or equal to those in the basic package.

2.6.2.3. Construct High Voltage and Low Voltage underground ductbanks to connect PV

2.6.2.4. Provide DC and AC wiring and accessories required to connect PV panels to

2.6.2.5. Provide grounding and bonding system for the installation.

2.6.2.6. Provide additional hardware and switchgear required for the expanded PV Farm capacity in substation installed under the basic package.

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2.6.2.7. Provide communications ductbanks, lines and control system for the PV Farm operation.

2.6.3. Miscellaneous:

2.6.4. Repair elements affected by the execution of the project.

2.6.5. Final cleaning.

2.7 ADDITIVE ITEM 5 (CLIN 11 & CLIN 12): This additive item includes works to expand the basic package PV Farm in 200 kWp, with all associated civil, mechanical and electrical works.

2.7.1. Civil Works:

2.7.1.1. Construct the concrete footings for the 200-kWp PV panels supporting structures connected with concrete tie beams.

2.7.2. Electrical Works:

2.7.2.1. Provide mono-crystalline silicon PV panels to provide an additional total power production of 200 kWp above the basic package.

2.7.2.2. Provide inverters to convert DC output from PV panels to AC. Minimum number of inverters shall be 2 ea of 100 kW nominal power each, or equal to those in the basic package.

2.7.2.3. Construct High Voltage and Low Voltage underground ductbanks to connect PV

2.7.2.4. Provide DC and AC wiring and accessories required to connect PV panels to

2.7.2.5. Provide grounding and bonding system for the installation.

2.7.2.6. Provide a second complete substation in concrete pre-manufactured building to house all elements required from expanded PV Farm.

2.7.2.7. Provide communications ductbanks, lines and control system for the PV Farm operation.

2.7.3. Miscellaneous:

2.7.4. Repair elements affected by the execution of the project.

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2.7.5. Final cleaning.

2.8 ADDITIVE ITEM 6 (CLIN 13 & CLIN 14):

2.8.1. Fire Suppression:

2.8.1.1. Provide fire hydrants as required per NFPA codes supplied from the nearest existing 8” HDPE potable water line running parallel to 1st street (North side). Road crossing shall be performed by directional boring.

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3. SITE AVAILABILITY:

3.1 The Contractor shall coordinate with the Contracting Officer or authorized representative for site visits with a minimum of ten (10) working days in advance. The attendance to the site visit prior to the design phase commencement is mandatory.

3.2 The Contractor is responsible to investigate the site as needed to complete the project.

The Contractor shall follow all instructions to comply with the base access requirements.

4. PROJECT PHASING: The Contractor shall plan and execute all works in strict adherence to phase completion requirements provided by the Government below. The two general phases of the project shall be the Design Phase and the Construction Phase. A unique notice to proceed (NTP) for both the design and for the construction phases will be issued. The design and construction phases below can be balanced, i.e.: if the Contractor completes the design faster, the remaining time can be used for construction; on the contrary, if the Contractor design is delayed, the construction period shall be shortened accordingly, so the overall project performance period shall be maintained at no extra cost to the Government in case that the Contractor needs to increase resources to accomplish the overall contract. The construction phase shall consider the phasing plan required to perform works with minimum interferences to Base operations and security, including a Construction Phasing Plan, if needed. The estimated project phases (not to exceed days) will be as follows (see next page):

Milestones Periods Contract Award – Notice To Proceed (NTP).

Kick-off meeting Any time within NTP+25 calendar days.

35% Design Review Submittal Preparation NTP + 30 calendar days.

35% Design Review and Approval NTP + 50 calendar days.

65% Design Review Submittal Preparation NTP + 75 calendar days.

65% Design Review and Approval NTP + 95 calendar days.

95% Design Review Submittal Preparation NTP + 140 calendar days.

95% Design Review and Approval NTP + 165 calendar days.

100% Design Review Submittal Preparation NTP + 185 calendar days.

100% Design Review and Approval NTP + 200 calendar days.

Construction Completion Date NTP + 410 calendar days.

4.1 The total performance period proposed for this project is 410 calendar days, including the design, the preconstruction, construction and finish activities and average inclement weather days.

The start of construction can be requested by the contractor before the design phase is completed. In this case, the Contractor should request an updated AF103 from the Contracting Officer when preparing to mobilize for construction, the updated AF103 can be requested before design has been finalized and construction shall not start until receiving the AF103 from Contracting Officer..

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4.2 The Government design review continues through the 100% design to provide direction, as pertaining, to the quality and content of the documents.

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PART 4 - DESIGN REQUIREMENTS

1. PROJECT DESIGN:

1.1. The project design shall be performed by a certified A-E firm hired for this project by the Contractor, regularly engaged in projects of similar size and type, whose design meets Spanish, US and NATO regulations. Along with the proposal, the A-E shall provide a comprehensive description of the project to be designed under this contract. The description of the project shall be prepared in sufficient detail to clearly describe all functional requirements and minimize design changes. During the progress of the work, the A-E may expect minor changes in criteria within the general scope of the project and shall make necessary adjustments accordingly. The 35% design submission is intended to clarify and establish specific requirements of project.

1.2. The project submitted by the A-E Firm shall represent the best engineering solution possible providing a complete and usable installation. All work must be in accordance with current criteria, guides and specifications established by the Spanish, US and NATO regulations.

2. ENVIRONMENTAL CRITERIA: The Integrated Natural Resources Management Plan for Morón Air Base and the Final Governing Standards (FGS) for Spain shall be followed to assure final design meets all environmental requirements.

3. SERVICES. The services to be performed and project documents to be provided to the Government shall include the following:

3.1 Design analysis.

3.2 Technical specifications.

3.3 Drawings.

3.4 Cost estimates.

3.5 Schedule of Material Submittals.

3.6 Design conferences, site inspections and investigations (to include minutes of all meetings).

3.7 Building Life Cycle Cost (BLCC) analysis, or other energy related documents.

3.8 Notional Construction Schedule.

3.9 Geotechnical Studies.

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4. KICK-OFF MEETING: Before beginning the design and within 25 days of contract award, the Contractor shall review current criteria, guides and specifications, make a thorough study of conditions at the site and the requirements of the project. A kick-off meeting shall be held by the Contractor with the members of the Base and Government representatives to clarify the functional requirements to be met and the scope of the work. Any conflict shall be brought to the attention of the Contracting Officer. The expected outcomes of this meeting are:

4.1 Integrate the Contractor and all Base and Government representatives into the project team.

4.2 Achieve consensus from the project team on any issues and concerns with the Contractor's technical proposal and the User's functional requirements. Confirm the design is within the project budget.

4.3 Establish and explain policies and procedures for completion of a successful project.

4.4 Establish clear lines of communication and points of contact for Government and Contractor team members.

4.5 Establish project design schedule, design submittal packaging, and preliminary construction schedule including the main activities related to the construction of this project foreseen at this stage.

4.6 Discuss design milestones and events.

4.7 Establish clear expectations and schedules for facility turnover, providing asset management records, O & M submittals, and training of Government maintenance personnel.

4.8 Establish procedure for design packages reviews, Contractor's resolution to comments, and Government's role in review of packages.

5. DELIVERABLES: The submission requirements at the different design review milestones shall be as indicated below.

5.1. First Submittal: This submission to the Contracting Officer or authorized representative shall be at approximately the 35 percent stage of completion (see requirements in table below). The Contracting Office or its authorized representative shall furnish the A-E with the comments and corrections from the 35% review package to be incorporated in the subsequent submission.

5.2. Second Submittal: This submission to the Contracting Officer or authorized representative shall be at approximately the 65 percent stage of completion. The documents in the table below shall be provided as deemed necessary to convey the design intention in a construction

SOW 19 of 120 contract. Likewise, comments and corrections shall be provided, after revising the package, to be included in the third submission.

5.3. Third Submittal (Pre-Final). This submission (95 percent) shall be essentially complete from A-E viewpoint and shall include information in sufficient detail of all phases of the work to provide a complete technical submittal. The intent of this submission is to prevent premature time-consuming reviews of incomplete drawings and specifications. All submittal data, including plans and specifications, shall be date stamped with the date of submittal. An incomplete submittal shall not be accepted. Engineering calculations shall be legible, neatly arranged, bound and indexed.

The A-E's name and the project title shall be shown, as well as Contractor’s name. Design data shall be clearly stated, and where unconventional design methods or formulas are employed, reference sources shall be cited. Specifications for the third submission (95%) shall be complete, with all elements thoroughly checked and coordinated with the drawings and with sufficient detailed information to permit accurate construction of the project. The third submission shall incorporate all comments of the previous submission. Particular emphasis shall be placed on coordination of the different disciplines where parts of the design are subcontracted. The Contracting Office or its authorized representative shall furnish the A-E with the comments and corrections to be included in the final submission following the review of the third submittal.

5.4. Final Submittal Project Design. The final submission (100%) shall incorporate the corrections and clarifications noted on the third submission or an explanation provided for not doing so.

5.5. Table of Deliverables:

Document Description Number Required

35% Design Submission Basis of Design/Design Analysis

Description of design criteria, principles and codes applied and results of calculations, tests and other information pertinent to the design of the project organized and detailed sufficiently to permit easy selection of the appropriate guide specifications.

2 bound copies and 1 electronic copy

Outline Specifications Draft specifications at this level. The outline specifications shall list all basic construction items and specific types of materials. The outline specification shall describe any special conditions of service and site conditions inherent in the project.

1 electronic copy

Drawings Sketches/plans including site plan, perspective, floor plans, and elevations required for the project.

2 sets (A3 size), 1 set (full size) and 1 electronic copy

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GIS/topographic survey

General area and location of all built-in equipment shall be shown. General location of utilities connections shall be shown.

2 bound copies

Preliminary cost estimate (rough order of magnitude)

A cost analysis of various structural, mechanical and electrical systems shall be included.

1 electronic copy

Design review meeting minutes

Minutes of the design review meeting shall be distributed within 5 workdays after each meeting.

1 electronic

65% Design Submission Basis of Design/Design Analysis

Further development of previous up to this stage of design. All major design concepts to be captured, at minimum partially designed.

2 bound copies and 1 electronic copy

Specifications Preliminary specifications in sufficient detail to permit a thorough review, English version only.

2 bound copies and 1 electronic copy

Drawings Cover sheet - project location maps, drawing index, site plans. Civil, Architectural, Mechanical, Electrical and Communication drawings: Telephone/data lines, external conduits and cables, manholes/handholes, and other utilities drawings (lighting, fire hydrant piping, etc.) affecting works.

2 sets (A3 size), 1 set (full size) and 1 electronic copy

GIS/topographic survey

General area and location of all built-in equipment shall be shown. General location of utilities connections shall be shown.

2 bound copies

Cost estimate Itemized cost estimate shall be provided summarized by the major work categories.

1 bound copy and 1 electronic copy

Comments on 35% submission

Annotated prints and comments on the 35% submission shall be returned with this submission. This can be included in the basis of design/design analysis as an attachment.

1 electronic copy

Design review meeting minutes

Minutes of the design review meeting shall be distributed within 5 workdays of each meeting.

1 electronic copy

Catalog Cuts Catalog information, installation instructions, manufacturer recommendations of every material listed in the Schedule of Material Submittals for easy reference of materials selected and market research

2 bound copies and 1 electronic

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BLCC Updated calculation using latest available version of BLCC software developed by National Institute of Standards and Technology (NIST) including supporting calculations to demonstrate that design is still a valid.

2 bound copies and 1 electronic copy

95% Design Submission Basis of Design/Design Analysis

Further development of previous up to this stage of design, including all civil, structural, mechanical and electrical calculations, including short circuit calculation, load calculations, and lighting calculations if needed, hydraulic, among others. Engineering calculations shall be legible, neatly arranged and indexed.

2 bound copies and 1 electronic copy

Specifications Full specifications including Spanish translations. The content of each translated page shall be the same as each page of the English version of the specification.

Separate volumes by language.

2 bound copies and 1 electronic copy

Drawings Drawings, at this stage, shall include Spanish translations.

2 sets (A3), 1 set (full size) and 1 electronic copy

GIS/topographic survey

General area and location of all built-in equipment shall be shown. General location of utilities connections shall be shown.

2 bound copies

Cost estimate Itemized cost estimate shall be provided summarized in the form named Construction Cost Estimate Breakdown

1 bound copy and 1 electronic copy

Comments on 65% submission

Annotated prints and comments on the 65% submission shall be returned with this submission. This can be included in the basis of design/design analysis as an attachment.

1 electronic copy

Electronic copies All drawings, specifications and other project documents shall additionally be on a CD-ROM or DVD-ROM utilizing Adobe PDF, MS WORD 2016 and AUTOCAD 2015 or higher. Drawings shall be on a separate CD-ROM or DVD-ROM than the rest of the documents and in both AutoCAD and Adobe PDF formats.

1 each

Design review meeting minutes

Minutes of the design review meeting shall be distributed within 5 workdays of each meeting.

1 electronic

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Catalog Cuts Catalog information, installation instructions, manufacturer recommendations of every material listed in the Schedule of Material Submittals for easy reference of materials selected and market research performed shall be included in an annex to the Basis of Design/Design Analisys.

2 bound copies and 1 electronic copy

BLCC Updated calculation using latest available version of BLCC software developed by National Institute of Standards and Technology (NIST) including supporting calculations to demonstrate that design is still a valid.

2 bound copies and 1 electronic copy

100% Design Submission Basis of Design/Design Analysis

Further development of previous up to this stage of design, including all civil, structural, mechanical and electrical calculations, including short circuit calculation, load calculations, and lighting calculations if needed, hydraulic, among others. Engineering calculations shall be legible, neatly arranged and indexed.

1 bound copy

Specifications Final specifications including Spanish translations. The content of each translated page shall be the same as each page of the English version of the specification

1 bound copy

Drawings Drawings shall include proper signatures. 2 sets (full size), 2 sets (A3 size), 1 set (full size in mylar)

GIS/topographic survey

Where GIS or topographic studies have been made. 2 bound copies

Cost estimate Signed original of final cost estimate (Construction Cost Estimate Breakdown)

Signed original

Comments on 95% submission

Annotated prints and comments on the 35%, 65% and 95% submissions shall be returned with this submission. This can be included in the basis of design/design analysis as an attachment.

1 bound copy

Catalog Cuts Catalog information, installation instructions, manufacturer recommendations of every material listed in the Schedule of Material Submittals for easy reference of materials selected and market research performed shall be included in an annex to the Basis of Design/Design Analisys.

2 bound copies and 1 electronic copy

BLCC Updated calculation using latest available version of BLCC software developed by National Institute of Standards and Technology (NIST) including

2 bound copies and 1

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electronic copy

Electronic copies All drawings, specifications and other project documents shall additionally be on a CD-ROM or DVD-ROM utilizing Adobe PDF, MS WORD 2016 and AUTOCAD 2015 or higher. Drawings shall be on a separate CD-ROM or DVD-ROM than the rest of the documents and in both AUTOCAD and Adobe PDF formats. All other documents shall be provided in both the original format and in Adobe PDF. Final CD-ROM or DVD-ROM for drawings and specifications must be labeled as follows:

Project name and location Date Project Number A-E Firm Contractor's Name Drawing numbers Virus scanner person’s name

1 copy

Other All computations, studies and other significant material shall be bound in book form for the final submittal.

The annotated prints and comments on pre-final submission.

1 bound copy and 1 electronic

5.6. Appropriate Signatures. Each final drawing shall be signed by the Designer of Record (DOR). The project shall be validated by the organizations of Morón Air Base involved on the project with a signature on the cover sheet. To expedite this process the A-E shall send the original drawing of the cover sheet on polyester with the third submission and it shall be returned to the A-E prior to the final submission with the required signatures.

5.7. Project Drawings Final Submission. Project drawings shall be final and complete with all elements thoroughly checked and coordinated. All elements of the work shall be properly coordinated to insure that there are no conflicts between all portions of the work. Particular emphasis shall be placed on this coordination when certain elements of the design are performed under sub-contract to the A-E contract. Drawings shall be prepared in order to avoid errors, omissions, inadequacies or conflicts with the specifications. Applicable parts of the following design data shall be shown on the drawings.

5.8. Format for Drawings:

5.8.1. AUTOCAD Requirements: All designs shall be accomplished in AUTOCAD 2015 or higher and shall be submitted on CD ROM and in one set of Mylar reproducible.

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5.8.2. Size of Drawings: The A-E shall use drawing size DIN A-1 841 mm x 594 mm in all cases unless specifically directed to use another size.

5.8.3. Lettering and Shading: The minimum size lettering on all project drawings shall be

2.5 mm high. Make minimum gap between lines equal to one-half the letter height. Shading is not acceptable.

5.8.4. Scales: Locate it directly under the title of each plan, elevation, section and detail and shall be an indication of the scale of the object drawn (example: SCALE 1:100) on the metric system unless otherwise approved. In addition to the conventional scales, and directly to the left of the title block, shall be a series of graphic scales, which shall include every scale used on the sheet. Scales shall be placed in sequence according to size with the smallest uppermost. If it is not sufficient to place all scales on one sheet, each sheet must be treated independently, as the drawings used usually are reduced in size and not always at scaled. For these reasons, it is imperative that graphic scales be shown.

5.8.5. Title Blocks: Sample of title block is available at Morón Air Base, Bldg. 202, Design Section.

5.8.6. Arrangement of Drawings: Drawings shall be arranged and comply with the A/E/C CAD Standard – Release 5.0, prepared by the CAD/BIN Technology Center.

5.8.7. Register number: All drawing sheet shall be incorporated in its title box the register number record provided by Morón Air Base Civil Engineering specific for each project.

5.8.8. Drawing Orientation: The orientation of drawings shall be arranged with North toward the top (or left edge, if better suited) of the plotted sheet and perpendicular to the sheet borderline. On individual sheets, if the shape of the area dictates, the North symbol can be oriented between these directions to accommodate the site. For example, on drawings having excessive longitudinal but limited lateral dimensions, such as those for roads and railroads, the North symbol can be oriented obliquely to make the best use of available space. All drawings of the same discipline shall be consistent in orientation in so far as practicable.

5.8.9. GIS Master Plan: Coordinate with Geobase office for requirements on GIS drawings and obtaining initial site plans for GIS survey.

5.9. Requirements for Project Specifications:

5.9.1. Project Specifications Preparation. The project specifications form a part of the contract documents. Project specifications shall be as brief as possible, definite, and free of ambiguities and omissions, which might result in controversies and subcontractors' claims for additional compensation. For construction projects, which involve interruptions of existing facilities operations or major utility usage, it is the Contractor's responsibility to discuss the required outages and interruptions with the Contracting Officer or authorized representative and operations personnel

SOW 25 of 120 to establish a construction schedule for these interruptions in the contract specifications. In order to provide conformity in reproduction of specifications, it is requested that all sketches, which are to be bound as a page in the specifications, be drawn on a sheet of A4 page size with 1.25 mm margin on all sides.

5.9.2. Standard Specifications. The guideline for the specifications shall the Unified Facilities Guide Specifications (UFGS). Maximum use shall be made of standard specifications, materials and methods of construction available in Spain (for example, UNE, CÓDIGO TÉCNICO DE LA EDIFICACIÓN, PLIEGOS DE CONDICIONES DEL MOPU, among others). Federal and Military Specifications and other standards such as ASTM, ASME, AASHO shall not be used if the products or the methods described are not available in Spain or are not common practice in the local construction industry, unless there is a requirement for use of such product or method (ie; U.S.

standard electrical devices). In general, the materials shall meet all necessary requirements and be specified briefly in the project specifications.

5.9.3. Spanish Translation of Specifications: It is a requirement to submit a Spanish translation of project specifications. Project drawings shall contain both the English and Spanish versions.

5.10. Cost Estimate Requirements: It shall provide a detailed breakdown of all items required for the construction project based on this design. The Construction Cost Estimate Breakdown shall be developed, at least, in accordance with the divisions of the UFGS, and marked "For Official Use Only". Cost estimates shall be prepared separately for each funding source category. Summary sheets of not more than 4 pages shall be provided.

5.11. Correspondence: The Contractor shall forward all correspondence pertaining to this contract to the Morón Air Base Contracting Officer or authorized representative including submittal packages, minutes of meeting and all pertinent documents. The only exception to this requirement is the 100% submittal, which shall be delivered directly to Civil Engineering of Moron Air Base.

5.12. Minutes. The Contractor is responsible for recording, typing, and preparing the meeting minutes of all pre-design and design review conferences for their distribution.

6. COORDINATION The Contracting Officer or authorized representative, in coordination with his technical representative, shall establish liaison between the Contractor and all U.S. Government agencies for general and detailed technical information necessary to completing the terms of the contract. The Contracting Officer or authorized representative, in conjunction with the technical representative, shall assist the Contractor to gain access to Base and facilities necessary to complete the terms of the contract.

7. MATERIALS TO BE MADE AVAILABLE BY THE GOVERNMENT PRIOR TO

DESIGN START: The Government shall provide access to the Contractor to the following materials prior to design start:

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7.1 Existing record drawings.

7.2 Government publications and criteria shall be available for review, during normal duty hours, at the Base Civil Engineering Office, Bldg 202, of Moron Air Base, Spain.

7.3 One copy of the facility as-built drawings necessary for design.

7.4 Project, project register number, title block and drawing frame to be used for final contract drawings in AutoCAD 2015 file.

7.5 Key Map of Spain, Vicinity Plan, Base Map, Reference Key, logos, drawing schedule table and project coordination table for the cover sheet in AutoCAD .2015 file.

7.6 AutoCAD seed files, color table, font resource files used for the creation of AutoCAD design files.

7.7 A sample of Cover Sheet and Second Sheet. These samples are to be strictly adhered to when formatting the cover and second sheets for each project. The Contractor shall be required to edit the list of abbreviations.

7.8 Vicinity, Location and Base information for the project location in ESRI (Environmental Systems Research Institute) Geodatabase, as well as reference control points in UTM WGS84 coordinates system.

7.9 Submittal Sheet for project design packages.

7.10 Standard specification cover sheet.

7.11 Files of existing site and facilities’ plans, details and utility plan files shall be made available to the Contractor. The Contractor shall research the files of all applicable drawings and generate a list of any document that is deemed necessary. The Government shall provide copies of the drawings within 72 working hours of the Contractor's request. All provided drawings in either hard copy or digital drawing file formats are record drawings and not as-built drawings. Air Force record drawings are from past construction projects that may not reflect the true as-built condition.

The Air Force shall provide one full size copy of each drawing required. Any additional copies of any one particular drawing shall be at a reduced scale, normally half size.

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PART 5 - PERFORMANCE TECHNICAL SPECIFICATIONS

1. CIVIL WORKS

1.1.1. Saw Cut

1. Double saw cut along the joint of the pavement to be constructed with the adjacent pavement to be remained.

1.2. Pavements

1.2.1. The pavements shall be gravel.

1.2.2. The gravel road shall be a single-lane road.

1.2.3. The road lane width shall be 3.50 m, the width of the two shoulders shall be 0.80 m each and the width of the two roadsides shall be 0.50 m each.

1.2.4. A geotextile shall be placed on the pavement subgrade surface. The geotextile sheet shall be "Geotesan NT 35" manufactured by "Geotexan, S.A." or similar.

1.3. Sidewalk

1.3.1. The sidewalk width shall be 1.50 m

1.3.2. A geotextile shall be placed on the sidewalk subgrade surface. The geotextile sheet shall be "Geotesan NT 35" manufactured by "Geotexan, S.A." or similar.

1.4. Drainage

1.4.1. The components of the new culverts shall be concrete headwalls, wingwalls, aprons, pipe and encasement.

1.4.2. The slope of both ditch banks shall be 4H:1V and the width of the ditch bottom shall be 0.40 m.

1.4.3. The riprap shall be concrete riprap type.

1.5. Markings

1.5.1. The paint and/or glass spheres shall meet the following requirements:

1. The paint and the glass spheres shall have CE marking.

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2. The paint shall be acrylic water-based paint.

3. The paint shall be permanent (P), type II- RR in accordance with Article 700 of Spanish PG-3.

4. The durability of the paint and the glass spheres shall be P6 at least in accordance with Article 700 of Spanish PG-3.

1.5.2. Marking Certificates

1. A current certificate of quality management system for markings shall be provided by company performing the markings. That certificate must be issued by an official certification body based on the Spanish UNE-EN ISO 9001 standard and must be original or a notarized copy.

2. A current certificate of environmental management system for markings shall be provided by company performing the markings. That certificate must be issued by an official certification body based on the Spanish UNE-EN ISO 14001 standard and must be original or a notarized copy.

1.6. Signs

1.6.1. The signs shall meet the following requirements:

1. The signs shall have CE marking.

2. The retrorreflexion category shall RA3-ZC be in accordance with Article 701 of Spanish PG-3.

3. The partial safety factors for loads shall be PAF2 class in accordance with

UNE-EN 12899-1.

4. The piercing of the sign face shall be P3 class in accordance with UNE-EN

12899-1.

5. The edges of the sign plates shall be E2 class in accordance with UNE-EN

12899-1.

6. The surface protection against the corrosion shall be SP1 class in accordance with UNE-EN 12899-1.

7. The dynamic snow pressure shall be DSL1 class in accordance with UNE-EN

12899-1.

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8. The wind pressure shall be WL4 class in accordance with UNE-EN 12899-1.

9. The maximum temporary deflection (bending) shall be TDB5 class in accordance with UNE-EN 12899-1.

10. The maximum temporary deflection (torsion) of the support relative to the foundation shall be TDT1 class in accordance with UNE-EN 12899-1 when the sign has a single support and it is subjected to torsion from an asymmetrical load, position or shape of the sign.

11. The permanent deflection shall meet the requirements established by UNE-

EN 12899-1.

12. The point loads shall be PL1 class in accordance with UNE-EN 12899-1.

13. The fixing shall meet the requirements established by UNE-EN 12899-1.

14. The performance of the support under vehicle impact shall meet the requirements established by UNE-EN 12899-1.

15. The daylight chromaticity and luminance factor shall be class CR2 in accordance with UNE-EN 12899-1.

16. The durability shall meet the requirements established by UNE-EN 12899-1.

17. The support or post shall be galvanized and painted.

1.7. Fence

1.7.1. The fence shall be a galvanized steel chain link fence type with a single extension arm and three strand barbed.

1.7.2. The fence gate shall be a double swing gate with a 6.1-m clear opening.

2. MECHANICAL / FIRE SUPPRESSION WORKS

2.1. Underground water distribution

2.1.1. Underground water distribution pipes shall be high density polyethylene σ80, (PE100), density 0.955kg/m³. PN10, AENOR certified. Apt for human consumption. Black color.

Unions shall be electrowelded. Above ground water pipes shall be DIN2448 galvanized steel.

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2.1.2. Gate valve: GGG50 ductile cast iron. PN16. EPDM elastic closure. Stainless steel axis. Epoxy-resin paint on the interior and exterior (minimum 250 microns).

2.1.3. Valve box: All underground shut-off water valves will be installed with a thrust block, valve box and cover. Concrete shall be HM-20-B-20-IIa. Underground metallic components shall be coated with epoxy paint. The cover will be painted in yellow.

2.1.4. Hose Bibb: Copper or brass, hex shoulder sillcock with Tee handle. ¾” hose thread (American), male IPS connection. Maximum pressure 8.61 bar (125 psi). It shall include hose connection vacuum breaker.

2.1.5. Monolith for hose bibb: Concrete HM-20-B-20-IIa.

2.1.6. Hose Connection Vacuum Breaker (HCVB) (8B): ¾” hose thread female inlet & ¾” male outlet connection. Maximum pressure 125 psi. Maximum temperature 180 ºF. Brass body, with breakway set screw to prevent removal, drainable. Shall be furnished and installed by the Contractor in strict accordance with manufacturer instructions. Tests shall be accomplished by the Government.

2.1.7. Barrel type fire hydrants: UL, FM approved. Flanges in accordance with ANSI 125.

Hydrant shall be Super Centurion Duckfoot A421 type with three nozzles 2x11/2” and 1x4 1/2”. The main valve opens with the water pressure and has a rising stem to positively indicate open or closed position. Frangible break flange and break coupling at the groundline. Bronze stem threads shall be located below the main valve to eliminate the need of lubrication and in case of damage to hydrant, main valve will remain mechanically closed. Minimum valve opening of either 4 ½” or 5 ¼”. 6”duct foot connection. Hydrant shall be designed to permit the removal of all working parts without special tools. It shall have automatic drain, independent of main valve, to provide removal or adjustment without shutting off water, and can be cleaned without digging. Fire hydrant shall be painted to obtain a similar finished as existing fire hydrants installed on base. Barrel color shall be the same as existing ones and the bonnet color shall be coordinated with the Contracting Officer Representative, since the color shall be coded depending on the available flow. Hydrants shall be installed in accordance with UFC 3-600-01, paragraph 37.3.2 and previously coordinated with the Contracting Officer Representative. The orientation of the hydrant fire department nozzle in regards to the road shall be previously coordinated with Base Fire Department Chief.

2.1.7.1. Quick connection for barrel type fire hydrants: Storz hydrant converter ZSZMC from Kochek CO. INC. or equal approved)

2.1.7.2. Gate valve for fire hydrant: Meets or exceeds all applicable requirements of UL 262 and FM 1120/1130 specifications and complies with NFS-61. Iron body with fusion epoxy coated interior & exterior surfaces. Non-rising bronze stem rubber encapsulated iron wedge. 200 psig (1379 kpa) maximum working pressure, 400 psig (2758 kpa) static test. Triple o-ring seal stuffing box (2 upper & 1 lower o-rings). Epoxy coating meets or exceeds ANSI/AWWA C-550 and complies with NFS-61. Stainless steel fasteners: type 304.

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2.1.7.3. Valve box for fire hydrant: All underground shut-off water valves for hydrants will be installed with a thrust block, valve box and cover, as indicated on the drawings. Concrete shall be HM-20-B-20-IIa. Underground metallic components shall be coated with epoxy paint. The cover will be painted in yellow. The valve box shall be of the same manufacturer as the hydrant valve. Valve box ductile iron top shall be adjustable so that never rests on the composite bottom section of the valve box.

2.2. Fire Extinguisher: H150 lbs ABC dry chemical stored pressure wheeled extinguisher model. UL listed

3. ELECTRICAL WORKS

3.1. General project description:

3.1.1. This project requires the…