Appendix_1_-_FHL_Microgrid_Corrected_Final_RFP.pdf

DRAFT

DESIGN BUILD (D-B) REQUEST FOR PROPOSALS (RFP)

5MW PV, 3MWHR BESS, &

MICROGRID

Fort Hunter Liggett, California

SOLICITATION NO. W91238-18-R-0050

SPECIFICATION FILE NUMBER 2080

DRAWING FILE NUMBER 198-25-0280

BID DOCUMENTS

US Army Corps of Engineers Sacramento District

MARCH 2018

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

Request For Proposal ECIP 5MW PV with 3MWHr BESS SOLICT. No. W91238-18-R-0050 2080

5MW PV with 3MWHr BESS

Fort Hunter Liggett, CA

002 TABLE OF CONTENTS

001 COVER SHEET

002 TABLE OF CONTENTS

003 CONTRACT ATTACHMENTS

To be provided at later submittal.

004 SPECIFICATIONS

Division 01 – GENERAL REQUIREMENTS 01 00 00 General Requirements 01 10 10 01 10 11 01 11 01 01 32 01 01 33 00 01 33 16 01 35 26 01 42 00 01 45 00 01 45 00.15 01 50 00 01 57 19 01 57 23 01 58 00 01 74 19 01 75 00 01 78 00 01 78 23

Specific Technical Engineering and Design Criteria Functional Design Criteria Room by Room Requirements Summary of Work Project Schedule Submittal Procedures Design After Award Government Safety Requirements Sources for Reference Publications Quality Control Resident Management System Contractor Mode (RMS CM) Temporary Construction Facilities and Controls Environmental Protection Temporary Stormwater Pollution Control Project Identification (NOT USED) See Appendix P Construction and Demolition Waste Management Starting and Adjusting Closeout Submittals Operation and Maintenance Data

Division 02 – EXISTING CONDITIONS

02 41 00 Demolition (NOT USED) 02 82 13 Asbestos Abatement

005 APPENDICES

Appendix Part 1

Appendix A Installation Design Guide Appendix B (NOT USED) Appendix C Contractor Prepared As-Builts Drawing Format Appendix D Site Overview Drawings

SOLICT. No. W91238-18-R-0050 2080

Appendix E Arch Roof Plans & Existing Condition photos Appendix F Base Electrical cantonment 2018 Appendix G Fort Hunter Liggett Install Microgrid D-B RFP –

(Corrected Final Design) Drawings- dated June 2, 2016 Appendix H Fort Hunter Liggett Install Microgrid D-B RFP -

(Corrected Final Design) Specifications - dated June 2, 2016 Appendix I Fort Hunter Liggett Install Microgrid D-B RFP -

(Corrected Final Design) Design Analysis - dated June 2, 2016 Appendix J (NOT USED) Appendix K (NOT USED) Appendix L MILCON Project Closeout (Red Zone Meeting) Appendix M (NOT USED) Appendix N (NOT USED) Appendix O Risk Management Framework (RMF) CyberSecurity Appendix P EP 310-1-6a - Construction Project Signs Appendix Q ENG FORM 4025-R (Transmittal Form) Appendix R Drawing Format Appendix S FHL PV Calculations Appendix T Geotech Report

Appendix 01 Bldg 80 As-Builts Appendix 02 Bldg 81 As-Builts Appendix 03 Bldg 121 As-Builts Appendix 04 Bldg 128 As-Builts Appendix 05 Bldg 205 & 208 Barracks Building As-Builts

Appendix Part 2

Appendix 06 Bldg 210 As-Builts Appendix 07 Bldg 219 As-Builts Appendix 08 Bldg 228 As-Builts Appendix 09 Bldg 229 As-Builts Appendix 10 Bldg 295 As-Builts Appendix 11 Bldg 301 As-Builts Appendix 12 Bldg 320C As-Builts Appendix 13 Bldg 3210 As-Builts

Appendix Part 3

Appendix 14 Bldg 3212 As-Builts Appendix 15 Bldg 3215 As-Builts Appendix 16 Bldg 3222 As-Builts Appendix 17 Electrical Distribution Repair Route Tampa As-Builts Appendix 18 Electrical Distribution Repair Route Infantry Road As-Builts Appendix 19 Electrical Repairs -7th Division RD and Khyber Pass As-Builts Appendix 20 Bldg 178 As-Builts Appendix 21 Bldg 287 As-Builts Appendix 22 Bldg 3340 As-Builts Appendix 23 5MW Electrical Drawings – PV Layout

SOLICT. No. W91238-18-R-0050 2080

Appendix 24 5MW Civil Drawings Appendix 25 Existing 1MW Battery As-Builts Appendix 26 FHL Microgrid D-B RFP Documents Appendix 27 FHL Microgrid Drawings Appendix 28 5MW Architectural Drawings

Note: Appendix 01 through 28 are for information only.

Secure Resilient Microgrid with New PV and BESS 2080 Fort Hunter Liggett, CA

SECTION 01 10 10 Page 1

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 10 10

SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

TABLE OF CONTENTS

1. SCOPE

3. SUMMARY DESCRIPTIONS

4. DESCRIPTION OF CONDITIONS AND OPERATIONS

6. CIVIL DESIGN

7. GEOTECHNICAL DESIGN REQUIREMENTS

8. STRUCTURAL DESIGN

9. ARCHITECTURAL DESIGN

10. ELECTRICAL DESIGN

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SECTION 01 10 10 Page 2

1. SCOPE

1.1 Design, construct, commission, validate, and transition a secure, islandable, autonomous Microgrid with controls and interconnection for new and existing generation and storage systems. The scope of the effort consists of the following items:

1) Medium Voltage: Modify the medium electrical distriubtion system to accomodate islanded microgrid operation. This work may require: -replacement of up to eight pad-mounted medium voltage switches; -upgrading four to eight existing pad-mounted medium voltage switches with motor operated actuators and protective relays.

2) Low Voltage (LV): Replace Existing Facility point of electrical service 480/120V Switchboards, breakers and Disconnects at Barracks (6 locations) and deploy LV controls in 2 zones to support independent control of facility loads roof mounted

PV.

3) Existing PV (Photovoltaic): Interconnect, parallel and network an existing 3MW PV (overhead canopy) system using existing inverters and update inverter firmware including California Public Utility Commission Rule 21 compliant.

4) New PV: Design, construct, commission, interconnect, parallel and network Multiple New Roof, Carport and Ground Mount PV arrays being delivered under this activity (5 MW minimum). New inverters must be California Public Utility Commission Rule 21 compliant.

5) Existing BESS (Battery Energy Storage System): Interconnect, parallel and network an existing 1MWh SAFT (Battery Manufacturer) Battery system with Siemens Controls. Update existing inverter firmware to be California Public Utility Commission Rule 21 compliant.

6) New BESS (Battery Energy Storage System): Design, construct, commission, interconnect, parallel and network a new Battery Energy Storage system(s) being delivered under this activity (with total capacity no less than 4MWh). New inverters must be California Public Utility Commission Rule 21 compliant.

7) Communications and Controls: Provide Secure industrial controls at each existing and new Microgrid control and generation location

8) Utility Interface: Support Utility Interconnection Coordination, Relay Protections, and California Public Utility Commission Rule 21 compliant.

9) Operational Visibility and HMI (Human Machine Interface): Deliver Microgrid Human Machine Interface (HMI) systems at two specified locations on the installation to be controlled by the Microgrid Control System (MCS).

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SECTION 01 10 10 Page 3

10) Cybersecurity and Risk Management Documentation: Comply with DoD Risk Management Process including documentation risk management strategy, network diagrams, communications and protocols, risk assessments, security controls, and requests and submittals for authority to operate (ATO).

The complete system, described above at Fort Hunter Liggett, California will be designed and constructed in accordance with the criteria contained herein and using industry standard materials and efficient practices. The objective of this contract is to design and construct this system as described in this document and Section 01 10 11, Building-by-Building Requirements, and to meet the operational requirements of the Army. The Contractor shall provide all labor, equipment, and material to design, construct, validate, and transition (including training) a complete, operational system. The Contractor is responsible for visiting the site during a prescheduled site visit of all bidders prior to submitting proposal.

Requirements stated and illustrated in this RFP should be considered minimums requirements. The Contractor shall determine the final layouts and utility runs during the design process as necessary to best serve the needs of Ft. Hunter Liggett, while providing efficiencies in maintenance, cost, and serviceability. The complete final design is the responsibility of the Contractor. Layout shall accommodate the terrain, area roads and natural features of the site, comply with all codes, and support constructability within the Government allotted time frame for the project. New design features/requirements may be identified during design and coordinated during the review process. It shall be understood that the location, selection, and arrangement of all components shall be determined by the Contractor during the design process. The contractor shall submit the final design for approval by the Government and compliance with the FHL Real Property Master Plan, and will be approved by the Government prior to proceeding with Construction related activities. Alternative solutions are welcome only if proposed in addition to the requirements contained herein. Alternative solutions must also comply with cost and performance constraints.

1.2 The Contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, structural, electrical, civil, and other engineering features of the work shall be accomplished, reviewed, approved, and sealed by engineers, and architects who are licensed professionals with a minimum of 6 years’ experience to practice in their respective professional field in a state or possession of the United States.

1.3 The design and construction of this project shall conform to the Fort Hunter Liggett Installation Design Guide and the requirements contained in Appendices. Features differing from the Installation Design Guide and the requirements in this RFP may be allowed if said changes otherwise provide the same level of function, quality and performance established in Solicitation. The Government will be the sole authority in determining if changes are acceptable.

1.4 The Contractor is responsible and liable for the complete design and shall not assume that the provided design criteria and drawings in this solicitation will

Fort Hunter Liggett, CA

SECTION 01 10 10 Page 4 alleviate him from performing any additional design as required to produce a complete set of construction documents. The following provisions shall be maintained in the Contractor’s design:

1.4.1 Provision 1: Overall Site Limits: The Contractor’s design shall be limited to the general extents of the Project site shown in the Government’s conceptual design.

1.4.2 Provision 2: Photovoltaic Area: The Contractor’s design shall be limited to overall PV area as shown in the Government’s conceptual design. PV area may not increase from that indicated in the Government’s conceptual design.

1.5 The Government’s conceptual site drawings indicate the general location of the facilities, their approximate maximum size, and other system parameters that represent functional relationships of the project program. The Contractor’s design shall maintain similar form, fit and suitability given referenced functional distribution relationships where individual design decisions proposed are solutions with better cost or technical performance characteristics that leverage proposal’s solution.

1.6 The Government’s conceptual facilities and site design provided in the RFP documents illustrates intent and functional relationships and do not indicate all necessary construction requirements or components. The written RFP describes associated technical, performance and systems requirements. The Contractor is responsible for the complete Project design, shall retain all responsibilities, and be recognized as the Designer of Record. Contractor shall include all civil, electrical, telecommunications, cyber security work associated with duct bank completion.

1.7 A previously developed Microgrid design RFP package by (Black and Veatch) containing drawings and specifications is included in this RFP as reference (Concept Drawings) only. The contractor shall propose and develop a design to meet project intent.

1.8 Provided PV layout drawings for proposed PV locations as part of this package are to be used as reference (Concept Drawings) only. The contractor shall propose and develop a design to meet project intent.

1.9 This contract includes the following option items:

1.9.1 Option 1 (LV Sandbox at ORTC): Provide Low Voltage Control and Communication for Building Level Load Shed and PV Control at ORTC at SW PEO (9 LV Additional Motor Operators at ORTC SW PEO, 8 Facilities Total, 5 Facilities and 3 Inspector Bays).

1.9.1.1 Upgrade, Replace or Add Selected Switches in ORTC Facility Locations for LV Control (5 locations).

1.9.2 Option 2 (LV Sandbox at Barracks): Provide Low Voltage Control and Communication for building level load shedding and PV control at the Barracks Complex (Buildings 205, 206, 207, 208, 229, and 230) connected to SW 104 (6 LV

Fort Hunter Liggett, CA

SECTION 01 10 10 Page 5 additional motor operators at 6 buildings and 6 LV motor operators to connect roof top PV systems. Provide separate motor operated switches and individual control for each building and PV system.

1.9.2.1 Upgrade, Replace or Add Selected Switches in Barracks Facility Locations for LV Control (6 locations).

1.9.2.2 Replace LV Facility specific point of electrical service switchboards, breaker and disconnects at Barracks LV 480V/208V Breaker and Disconnects at Barracks downstream of SW104 (6 facility locations)

1.9.3 Option 3: Upgraded Controls, Communication and Protection at PG&E Point of Common Coupling for Expanded Power Export including upstream SCADA based protective Recloser, fault interruptor, and automatic protection relays (using PG&E approved protective relays) https://www.pge.com/en_US/business/services/alternatives-to-pge/electric-services/electric-transmission-services/transmission-interconnection-handbooks.page

1.9.4 Option 4: Install new ductbank and MV cabling from SW14 to SW205 within corridor shown on the drawings (East Loop MV Loop Extension)

1.9.5 Option 5: PV Systems on 7 Bldgs.: Buildings: 320C, 3210, 3212, 3215, 3220,3222, 3275 are Pre-Engineered Metal Buildings (PEB) that may not support the dead load of PV panels and mounting racks without significant structural retrofits. Prior to any construction work being performed, the Contractor’s structural engineer shall submit a structural assessment submittal included within the Base-Bid, for structural assessment of existing buildings to support new loads from roof mounted PV. The structural submittal requirements are outlined in Paragraph 7 Structural Design herein. If existing structures do not meet all applicable building code to support new loads of roof mounted PV in their existing condition, then Bid Option 5 shall provide a unit cost per building for design and construction of the building retrofit to support roof mounted PV. Buildings may be awarded on a building-by-building basis, at the direction of the Contractor Officer.

1.9.6 Option 6: One (1) year of operations support and sustainment including troubleshooting.

1.9.7 Option 7: Engineering, programming, and testing shall be performed to interface the microgrid control system with the ESTCP DER-CAM project. This work will include displaying information from the DER-CAM system such as weather forecasting and market conditions in the Microgrid HMI.

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SECTION 01 10 10 Page 6

2. Work Overview:

The Work Overview consists of the following elements:

2.1 MV (Medium Voltage) Scope

MV switches and controls shall be installed and interconnected with the final Microgrid system.

This scope includes upgraded pad mounted switches and controls and dedicated grounding designed to operate the MV distribution system while in grid-connected and grid-isolated operation. To support grid-isolated operation, the distribution system is to be sectionalized with controls in place to support staged energization of the MV network during black start.

2.2 LV (Low Voltage) Voltage Scope

LV breakers and controls shall be installed and interconnected with the final Microgrid system at two installation LV zones identified as “sandboxes.” These locations are the ORTC and Barracks, both LV zones include facility loads and roof mounted PV. The LV controls should support independent control of facility load and roof mounted PV (at the point of facility electrical service) during microgrid operation. Such facility level control could allow the microgrid to selectively power any combination of facilities inside the LV sandboxes. Including low voltage must expand controls capability and identify separately the impact on the overall program authority (PA) and include technical explanation linking benefits showing how it helps sustain that low voltage zone without support from the medium voltage distribution.

2.3 Existing 3 MW PV Scope

An existing 3MW overhead canopy PV array shall be interconnected, paralleled and networked into the final Microgrid system. Output of the existing PV inverters shall be reported to the microgrid master controller and visible on the microgrid HMI.

2.4 New PV Scope

A minimum of 5MW of PV shall be installed as either roof top, Carport or ground mounted systems or a combination thereof at distributed locations throughout the installation. The ground/carport mount shall not exceed 5 Acres. These systems shall be interconnected, paralleled and networked into the final Microgrid system with appropriate protections and grounding. Optimizing the location(s), balancing the circuit and sustaining PV operations through various scenarios will be evaluated for cost and benefit – economic dispatch and optimization during outages. Output of the new PV inverters shall be reported to the microgrid master controller and visible on the microgrid HMI. Design solutions integrating additional PV deployment, above and beyond 5MW minimum acceptable threshold, will be evaluated as technical betterments.

2.5 Existing BESS Scope

An existing 1MWHr SAFT Battery system with Siemens Controls shall be interconnected with the final Microgrid system. Output of the system shall be reported to the microgrid master controller, visible and fully controllable using the microgrid HMI.

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SECTION 01 10 10 Page 7

2.6 New BESS Scope

A new BESS system(s) with total Capacity No Less than 4MWh (mandatory) / 8MW (recommended) or equal shall be installed and interconnected with the final Microgrid system.

The instantaneous output of the new BESS (and supporting power electronics) design should be sufficient to meet MV system black start and in rush energization requirements (including connected transformers) from a dead bus and/or a distribution system soft start using exclusively energy storage. The governement evaluated siting the new BESS at the installation point of common coupling with PG&E (near SW1) where other microgrid infrastructure including points of utility interconnection, and MV distribution vaults are accessible. Other locations can be considered. Output of the system shall be reported to the microgrid master controller, visible and fully controllable using the microgrid HMI. BESS should be sited near the installation point of common coupling with PG&E (near SW1) based on proximity and accessibility to other microgrid infrastructure including points of utility interconnection, and access to MV distribution vaults.

The intent of the BESS deployment is to meet the following five (5) operational criteria:

Deliver Continuous Power Factor and Power Quality Correction during grid-connected operation.

Capability to operate in parallel with incoming utility power and deliver UPS quality “blinkless” power upon unscheduled utility power loss. The loss may be prolonged and the controls must logically offer optimizing choices to ensure extended periods have sufficient power to keep critical loads on-line to the greatest extent possible.

Energize the MV bus during black start Microgrid formation during islanded operation.

Discharge rate should be controllable according to scenario.

Act as a firm, dispatchable and controllable DER resource during islanded operation

Support Demand Response, Load Curtailment Schedules, Utility Support and Power Export during grid-connected operation

2.7 Communications and Controls Scope

A new industrial control and communications system shall be installed to support secure Microgrid monitoring and control. This scope includes:

Design, install, and secure the microgrid control system including fiber optic cable, control gateways, control points (new and existing) including but not limited to generation, energy storage, MV Switching, LV switching (if awarded), HMI, DER-CAM interface (if awarded).

The final operational control system must be secured in accordance with DoD cyber security policy and accredited under the Risk Management Framework.

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SECTION 01 10 10 Page 8

2.8 Utility Interconnection and Relay Protections Scope

Microgrid system operation (including utility coordination, fault protection, islanding, re-synchronization, and grid-connected operation) shall be fully documented and used to apply for and coordinate a utility standard interconnect agreement (SIA) allowing Fort Hunter Liggett islanding options, soft resynchronization, and power export (economic dispatch) to the utility provider.

2.9 Operational Visibility and Human Machine Interface Scope

The Microgrid system shall include HMI(s) that deliver complete operational visibility of Microgrid operation in each mode of operation.

2.10 Cybersecurity and Risk Management Scope

The contractor shall support each phase of the DoD Risk Management Framework (RMF) Cybersecurity Accreditation Strategy.

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SECTION 01 10 10 Page 9

3. SUMMARY DESCRIPTIONS

3.1 This project will provide for the design, installation/construction, commissioning/validation, and training/transition of a single autonomous, islandable, and secure Industrial Control System based Microgrid system delivering sustainable contingency power to Fort Hunter Liggett. The system should also include controlled utility power export, relay protections and coordination, programmable controls, and HMI(s) with operational visibility. This is to be achieved by paralleling and Networking existing and new PV, existing and new BESS, and associated control points over a secure, Microgrid-dedicated fiberoptic network. The Project Scope of Work includes the following areas:

3.1.1 Medium Voltage: Modify and upgrade the existing medium voltage distribution system. Replace a minimum of Eight new pad-mounted medium voltage switches replacing existing Switches; Upgrade Four at minimum of Six existing pad-mounted medium voltage switches with motor operated actuators and, protective relays.

3.1.2 Low Voltage: Upgrade/Replace Existing Facility point of electrical service 480V breakers and Disconnects at Barracks (6 locations) and deploy LV controls in 2 zones to support independent control of facility loads roof mounted PV.

3.1.3 Existing PV: Interconnect an existing 3 MW PV (overhead canopy) system.

3.1.4 New PV: Interconnect New Roof, Carport and Ground Mount PV arrays (5 MW total).

3.1.5 Existing BESS: Parallel and Network an existing 1MWHr SAFT Battery system with Siemens Inverters and Controls.

3.1.6 New BESS: Parallel and Network New Battery Energy Storage system(s) with capacity totaling 4MWh

3.1.7 Communications and Controls: Secure industrial controls at each existing and new Microgrid control and generation location,

3.1.8 Utility Interface: Utility Interconnection Coordination, Relay Protections, Power Export and Demand Response.

3.1.9 Operational Visibility and HMI: Operational Visibility and HMI: Microgrid Human Machine Interface (HMI) systems at two specified locations on the installation.

3.1.10 Cybersecurity and Risk Management: Support Army Risk Management Framework ICS Accreditation Process and supporting documentation.

3.2 This project is intended to leverage grid-connected energy storage to support the following capabilities:

3.2.1 The intent of the new BESS deployment is to meet the following five (5) operational criteria

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3.2.2 Deliver Continuous Power Factor and Power Quality Correction during grid-connected operation.

3.2.3 Capability to operate in parallel with incoming utility power and deliver UPS quality “blinkless” power upon unscheduled utility power loss.

3.2.4 Energize the MV bus during black start Microgrid formation during islanded operation.

3.2.5 Act as a firm, dispatchable and controllable resource during islanded operation.

3.2.6 Support Demand Response, Load Curtailment Schedules, Utility Support and Power Export during grid-connected operation.

3.2.7 Store excess electrical energy generated during the day and be capable of discharging this excess stored energy at night as well using the stored energy during peak shaving.

3.3 The project shall be designed in coordination with all appendices.

4. DESCRIPTION OF CONDITIONS AND OPERATIONS

4.1 BACKGROUND: Fort Hunter Liggett (FHL) has been identified to become a Net Zero energy consumer. To help achieve this goal, this effort shall provide FHL a new autonomous, islandable Microgrid system capable of interconnecting, paralleling, and networking an existing 3MW of PV and 1MWHr of energy storage system with new 5 MW of solar photovoltaic electrical power generation (at various locations) and 4 MWh of onsite battery energy storage systems. The system shall be capable of operation in parallel with incoming utility power, and deliver “blinkless” soft transition to islanded power upon unscheduled utility power loss.

Additionally, the system design should support “black start” of the FHL MV distribution system (including sufficient in rush and start up power to energize all connected transformer capacity) and connected loads.

4.2 Currently, interconnection between PG&E and FHL uses a pad-mounted multi-way switch at a single point of common coupling (SW1 switch model here). This connection is limited to a maximum of 1MW power export capacity by regulatory conditions. The proposed Microgrid design must manage the point of common coupling with PG&E and accommodate islanded microgrid operation as well as grid-connected operations. Microgrid controls at the PCC must support soft-transition to islanded mode and emergency black start in islanded mode. Under grid-connected operations, the microgrid control system should support a range of activities including, but not limited to: demand response, load and generation curtailment, power export management, and energy arbitrage. All status information at the PCC should be visible within the microgrid HMI units. To meet this operation intent, the existing equipment at the PCC will require upgrades or full replacement. The proposed design should incorporate communication and protection improvements including automated controls, protective relays, fault interrupters, and paralleling equipment.

SECTION 01 10 10 Page 11

PG&E approved protective relays:

https://www.pge.com/en_US/business/services/alternatives-to-pge/electric-services/electric-transmission-services/transmission-interconnection-handbooks.page

5. DESIGN SUBMITTAL REQUIREMENTS

5.1 The design requirements within this Section 01 10 10 and section 01 10 11 represent the minimum quality and quantity acceptable for the proposals and project submittals. The standards, documents, and criteria referenced within this RFP, although not all attached within this RFP document, shall be referenced and followed to the extent indicated within this section. Each Offeror shall be responsible for obtaining any documents not attached as part of this RFP but referenced as criteria for the project. This section shall be deemed the controlling authority of any changes to the other referenced documents and criteria.

5.2 DESIGN STANDARDS. Equipment, hardware, and materials shall be standard manufactured domestic items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means. Discontinued products will not be accepted unless approved by the Contracting Officer.

5.3 CODES. The design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals, with the requirements of this section, and with the applicable specifications.

5.4 IMPERIAL DESIGN. This project shall be designed in Imperial/English inch-pound (I-P) units per the preference of the Using Agency and Major Command.

5.5 DRAWINGS. Attached drawings provide information on the project site and applicable structures to be used.

5.6 FIELD INFORMATION. The provided information, in appendices, is the best information available. It is provided to assist the offerors in preparing their proposal and then during the design of this project. The Contractor is responsible for field verifying all information given. The Contractor is also responsible for obtaining all information necessary to properly design and install all work. Gathering information during design shall be coordinated through the Contracting Officer. Any survey required to provide utility locations, manhole inverts, verification of existing features, etc. shall be the responsibility of the Contractor and shall tie into the project datum.

5.7 DESIGN DETAILS AND STANDARDS. The Contractor shall create design details as required, but shall conform to the requirements of the RFP, and are subject to approval by the Government.

5.8 ASBESTOS AND LEAD BASED PAINT (LBP) SURVEY. The Asbestos and PCB survey(s) should have been completed for all if not most of the buildings. However ACM and LEAD abatement and survey may be required in certain areas where work is involved. Any Asbestos Containing Material (ACM) will be abated IAW

SECTION 01 10 10 Page 12

USACE EM 385-1-1, Safety and Health Requirement Manual, and all applicable federal, state and local laws and regulations. All other Regulated Materials shall be disposed IAW all applicable federal, state and local laws and regulations.

Contractor shall coordinate with FHL DPW and contracting officer on survey(s) completion.

5.9 SPECIFICATIONS. The Contractor shall follow all applicable Unified Facilities Guide Specifications (UFGS) for the design and construction of this project. The Unified Facilities Guide Specifications can be retrieved at http://www.wbdg.org/ccb/. Items to be deleted from the specifications shall use the “strikethrough” formatting process to delete any portion of the specifications.

Additions to the specifications shall be shown in a color font. Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (i.e., UL, ANSI, NEMA, etc.,), testing requirements, execution, etc., shall not be changed unless dictated by more stringent requirements in this RFP, including technical criteria such as codes, government and industry publications that are referenced in this RFP.

5.9.1 UFGS Selection. UFGS that have been unified for use by all participating agencies have a level 3 or level 4 MasterFormat™ number. UFGS that are agency-specific have a fifth level number indicating it as an agency specific specification. A specification that has a fifth level number "10" indicates USACE, a "20" indicates NAVFAC, a "30" indicates AFCESA and a "40" indicates NASA.

Preparing agencies are indicated in the UFGS header of each specification. The DB Contractor must adhere to the following order of precedence in selecting UFGS sections: first, a UFGS specific to the project’s installation; second, a USACE specification; third, a unified UFGS if one is available; and lastly, a UFGS specific to another DoD agency.

5.9.2 The Contractor shall not edit the UFGS sections to the point that they no longer contain any original information. Edits to the UFGS sections is permitted only in such instances that the language becomes specific to this project.

5.10 ANTI-TERRORISM/FORCE PROTECTION (AT/FP). This project will comply with the AT/FP requirements of UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings.

5.11 ENVIRONMENTAL PROTECTION. All work and Contractor operations shall comply with the requirements imposed by all applicable federal, state, county, local and base regulations and permits concerning environmental protection. Project schedule shall reflect time required to acquire permits and provide copies to the Contracting Officer prior to commencing work. Contractor shall coordinate with the Fort Hunter Liggett Environmental Engineer for all applicable permits.

5.12 CONSOLIDATED LIST OF CODES AND STANDARDS. Each design discipline cites references to various codes and standards that govern the design of the project. A listing of the majority of codes and standards required for compliance with the requirements of this RFP follows. Note: Contractor shall use the latest

SECTION 01 10 10 Page 13 edition for all reference standards or criteria listed in this section at time of solicitation regardless of specified edition year on drawings or this document.

5.12.1 Installation Design Guide

5.12.2 UFC 1-200-01, General Building Requirements

5.12.3 UFC 1-200-02, High Performance and Sustainable Building Requirements

5.12.4 UFC 3-101-01, Architecture

5.12.5 UFC 3-110-03, Roofing

5.12.6 UFC 3-190-06, Protective Coatings and Paints

5.12.7 UFC 3-201-01, Civil Engineering

5.12.8 UFC 3-210-10, Low Impact Development

5.12.9 UFC 3-220-01, Geotechnical Engineering

5.12.10 UFC 3-220-04FA, Backfill for Subsurface Structures

5.12.11 UFC 3-220-05, Dewatering and Groundwater Control

5.12.12 UFC 3-220-10N, Soil Mechanics

5.12.13 UFC 3-230-01, Water Storage, Distribution, and Transmission

5.12.14 UFC 3-230-06A, Subsurface Drainage

5.12.15 UFC 3-250-04, Standard Practice for Concrete Pavements

5.12.16 UFC 3-250-11, Soil Stabilization for Pavements

5.12.17 UFC 3-270-01, Asphalt Maintenance and Repair

5.12.18 UFC 3-270-04, Concrete Repair

5.12.19 UFC 3-301-01 Structural Engineering

5.12.20 UFC 3-310-04, Seismic Design for Buildings

5.12.21 UFC 3-400-02, Design: Engineering Weather Data

5.12.22 UFC 3-450-01, Noise and Vibration Control

5.12.23 UFC 3-501-01, Electrical Engineering

5.12.24 UFC 3-520-01, Interior Electrical Systems

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5.12.25 UFC 3-520-05, Stationary Battery Areas

5.12.26 UFC 3-530-01, Design: Interior and Exterior Lighting and Controls

5.12.27 UFC 3-550-01, Exterior Electrical Power Distribution

5.12.28 UFC 3-560-01, Electrical Safety, O&M

5.12.29 UFC 3-570-02A, Cathodic Protection

5.12.30 UFC 3-570-02N, Electrical Engineering Cathodic Protection

5.12.31 UFC 3-575-01, Lightning and Static Electricity Protection Systems

5.12.32 UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design

5.12.33 UFC 3-600-01 Fire Protection Engineering For Facilities

5.12.34 UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings

5.12.35 UFC 4-021-02, Electronic Security Systems

5.12.36 UFC 4-021-01, Design and O&M: Mass Notification Systems

5.12.37 A-E Guide, Volume 2a & 2b, Cost Estimating, Sacramento District

5.12.38 A-E Guide, Volume 3, Specifications, Sacramento District

5.12.39 TI-800-01, Design Criteria

5.12.40 International Building Code (IBC), except as modified by UFC 1-200-01 & UFC 3- 301-01

5.12.41 International Existing Building Code (IEBC), except as modified by UFC 1-200-01

& UFC 3-301-01

5.12.42 International Mechanical Code (IMC)

5.12.43 NFPA 70, National Electrical Code

5.12.44 NFPA 70E, Standard for Electrical Safety in the Workplace

5.12.45 NFPA 101, Life Safety Code

5.12.46 NFPA 110, Emergency and Standby Power Systems

5.12.47 NFPA 111, Stored Electrical Energy Emergency Standby Power Systems

5.12.48 NFPA 780, Lightning Protection Systems

SECTION 01 10 10 Page 15

5.12.49 ANSI C2, National Electrical Safety Code

5.12.50 ANSI C57.12.00 General Requirements for Liquid-Immersed Distribution, Power, and Regulating Transformers

5.12.51 ANSI C57.12.26 Requirements for Pad-Mounted, Compartmental-Type, Self- Cooled, Three-Phase Distribution Transformers for use with Separable Insulated High-Voltage Connectors, High-Voltage, 34500GrdY/19920 Volts and Below; 2500 kVA and Smaller

5.12.52 ANSI C57.12.27 Conformance Requirements for Liquid-Filled Distribution Transformers Used in Pad-Mounted Installations, Including Unit Substations

5.12.53 ANSI C57.12.28 Switchgear and Transformers - Pad-Mounted Equipment - Enclosure Integrity

5.12.54 ANSI C62.41 Surge Voltage in Low Voltage AC Power Circuits

5.12.55 ANSI C84.1, Electric Power Systems and Equipment - Voltage Ratings

5.12.56 ANSI/AISC 341-05, Seismic Provisions for Structural Steel Buildings

5.12.57 ANSI/IEEE Std. 142, Recommended Practice for Grounding of Industrial and Commercial Power Systems – IEEE Green Book

5.12.58 ANSI/IEEE Std. 241, Recommended Practice for Electric Power Systems in Commercial Buildings – IEEE Gray Book

5.12.59 ANSI/IEEE Std. 242, Recommended Practice for Protection and Coordination of Industrial and Commercial Power Systems – IEEE Buff Book

5.12.60 ANSI/IEEE Std. 399, Recommended Practice for Industrial and Commercial Power Systems Analysis – IEEE Brown Book

5.12.61 ANSI/IEEE Std. 446, Recommended Practice for Emergency and Standby Power Systems for Industrial and Commercial Applications – IEEE Orange Book

5.12.62 ANSI/IEEE Std. 493, Recommended Practice for the Design of Reliable Industrial and Commercial Power Systems – IEEE Gold Book

5.12.63 ANSI/IEEE Std. 519, Recommended Practices and Requirements for Harmonic Control in Electrical Power Systems-Second Printing

5.12.64 ANSI/IEEE Std. 1100, Recommended Practice for Powering and Grounding Electronic Equipment – IEEE Emerald Book

5.12.65 ANSI/IEEE Std. 1584, IEEE Guide for Performing Arc Flash Hazard Calculations

SECTION 01 10 10 Page 16

5.12.66 IEC Std. 62446-1:2016 Photovoltaic (PV) Systems – Requirements for testing, documentation and maintenance – Part 1: Grid connected Systems – Documentation, Commissioning tests and Inspection.

5.12.67 ANSI/IEEE 1547 Standard for Interconnecting Distributed Resources with Electric Power Systems.

5.12.68 ANSI/IEEE 2030 Guide for Smart Grid Interoperability of Energy Technology and Information Technology Operations with Electric Power System (EPS), End- Use Applications and Loads (Latest Edition)

5.12.69 ANSI/TIA/EIA-TSB-67, Transmission Performance Specifications for Field Testing of Unshielded Twisted Pair (UTP) Cabling System

5.12.70 ANSI/TIA/EIA-526-7, Measurement of Optical Power loss of Installed Single-Mode Fiber Cable Plant - OFSTP-7

5.12.71 ANSI/TIA/EIA-526-14, Optical Power Loss Measurements of Installed Multimode Fiber Cable Plant - OPSTP-14

5.12.72 ANSI/TIA/EIA-568-B, Commercial Building Telecommunications Cabling Standard

5.12.73 ANSI/TIA/EIA-568-C, Commercial Building Telecommunications Cabling Standards

5.12.74 ANSI/TIA/EIA-569-A, Commercial Building Standard For Telecommunications Pathways and Spaces

5.12.75 ANSI/TIA/EIA-598, Optical Fiber Cable Color Coding

5.12.76 ANSI/TIA/EIA-606-A, The Administration Standard For the Telecommunications Infrastructure of Commercial Buildings

5.12.77 ANSI/TIA/EIA-607, Commercial Building Grounding and Bonding Requirements for Telecommunications

5.12.78 ANSI/TIA/EIA 758, Customer Owned Outside Plant Telecommunications Cabling Standard

5.12.79 IESNA HB-10 IES Lighting Handbook

5.12.80 IESNA standards on LED and SSL: LM-79-08

5.12.81 IESNA standards on measuring Lumen on LED: LM-80-08

5.12.82 UL Standard 1741 - Inverters, Converters, and Controllers for Use in Independent Power Systems (includes IEEE 929-2000)

5.12.83 UL Standard 1703 - Flat Plate Photovoltaic Modules and Panels

SECTION 01 10 10 Page 17

5.12.84 Federal Information Processing Standards (FIPS) Publication 200, Minimum Security Requirements for Federal Information and Information Systems

5.12.85 NIST Special Publication 800-53, Security and Privacy Controls for Federal Information Systems and Organizations;

5.12.86 NIST Special Publication 800-60, Guide for Mapping Types of Information and Information Systems to Security Categories.

5.12.87 NIST SP 800-37R1 Guide for Applying the Risk Management Framework to Federal Information Systems: a Security Life Cycle Approach

5.12.88 NIST SP 800-53R4 Security and Privacy Controls for Federal Information Systems and Organizations

5.12.89 NIST SP 800-53AR4 Assessing Security and Privacy Controls in Federal Information Systems and Organizations: Building Effective Assessment Plans

5.12.90 NIST SP 800-82R2 Guide to Industrial Control Systems (ICS) Security

5.12.91 NIST SP 800-115 Technical Guide to Information Security Testing and Assessment

5.12.92 NIST SP 800-161 Supply Chain Risk Management Practices for Federal Information Systems and Organizations

5.12.93 NIST SP 800-171 Protecting Controlled Unclassified Information in Nonfederal Information Systems and Organizations

SECTION 01 10 10 Page 18

6. CIVIL DESIGN

6.1 GENERAL. The civil portion of this design-build project is limited to the design and installation of 5 Megawatts of Photovoltaic (PV) panels (4) carport photovoltaic array(s) and (1) ground mount photovoltaic array that will be integrated into the existing MV and LV distribution using distributed controls. The new ground mount photovoltaic array(s) will require foundation preparation and other civil work associated with its construction. Contractor shall be required to perform minor grading for site drainage, construct aggregate surface course roads for array access, provide culvert crossing at existing drainage ditch, and perform all utility relocations necessary for project features.

Reference 6.41 Appendix 24 for Civil Drawings to include project sheet schedule, haul route, site plans and typical details. Reference 6.4 Appendix D for site overview drawings that include the base overview with labeled building numbers and nomenclature for the base bid and bid option buildings.

6.1.1 Design Submittal. Complete civil design calculations shall be submitted in accordance with requirements indicated in RFP Section 01 33 16 DESIGN AFTER AWARD and the succeeding paragraphs. Design drawings and calculations shall be stamped and signed by a Registered Professional Engineer registered to perform work in the State of California.

6.2 SITE. Recommended site locations for the (4) carport photovoltaic array(s) and

(1) ground mount photovoltaic array are located within the cantonment area on Fort Hunter Liggett as shown on civil drawings C-137, C-138, C-139, C-140, C- 141 and, C-142.

6.3 TECHNICAL CRITERIA AND STANDARDS. See paragraph 5.12.

6.4 PROJECT SITE FIELD SURVEY. Aerial photos shown on drawings do not show current conditions and should not be relied upon for accurate site details.

6.5 SITE DEMOLITION

6.5.1 Waste Disposal. Project demolition and construction waste shall be disposed of off post at a location approved by the Contracting Officer per local, state, and federal laws. Check with DPW first before disposal to determine if waste can be accepted by Qualified Recycling Program and/or the waste to energy site.

6.5.1.1 The Post Exchange parking lot canopy solar mount site seen on C-137 has a large light pole structure and three large trees that shall be removed. Contractor shall remove all equipment, conduit, wiring, fixtures and/or devices with all its accessories and attachments.

6.6 Haul Route. See civil drawing G-003. Installation roadways sustaining damage from construction activities shall be repaired at the Contractor’s expense after project completion.

SECTION 01 10 10 Page 19

6.7 EARTHWORK.

6.7.1 General. Earthwork is limited to installation of (4) carport photovoltaic array(s), (1) ground mount photovoltaic array, utility trenching and backfill for new underground electrical power and communication lines. Power and communication conduits shall be provided as indicated on electrical sheets and design requirements under Electrical Design section of this RFP. During construction, minimize disturbed areas, stockpile excavated soils, and protect excavated soils from wind and water erosion. Replace or remove soils when construction is complete.

6.7.2 Excavation. Prior to any excavation work a dig permit must be filled out and staffed through Fort Hunter Liggett DPW for approval. There are no known contaminated soil at the sites. If contaminants are encountered or suspected either by detecting suspicious odors or discolored soil, the Contractor shall notify the Contracting Officer immediately.

6.7.2.1 If the Contractor discovers unidentified hazardous conditions after construction commencement, he/she shall notify the Contracting Officer immediately. The Contractor shall stop construction for up to ten (10) days to allow time for Environmental Management (EM) representatives to sample and analyze suspected contamination. If the soil is determined to be contaminated, the Contractor shall set the contaminated soil aside on some contained area (asphalt, plastic lining, etc). The contained area shall first be covered with minimum 15 mil plastic before any soil is placed there. After the soil has been placed there it shall be entirely covered with minimum 15 mil plastic sufficiently anchored to remain in place during windy/stormy conditions. Storm water shall be diverted away from the stockpile, and any runoff from the stockpile area shall be contained and properly disposed of.

6.7.3 Borrow. All borrow shall be obtained off post at Contractor expense from an off-site source acceptable to the Contracting Officer and meeting gradation requirements of Geotechnical Report, and all excess materials shall be disposed of at an approved municipal landfill. The Contractor shall submit material certification for approval prior to placement.

6.7.4 Geotechnical Report. Contractor is required to obtain the services of a Geotechnical Engineer. All explorations and Geotechnical evaluations and recommendations are the responsibility of the Contractor. See Geotechnical Design section of this RFP for additional information and requirements regarding the Contractor’s Geotechnical Report.

6.8 SITE DEVELOPMENT

6.8.1 Building Siting. The final site design will be determined by the Contractor meeting the minimum provisions of all applicable references indicated in these RFP documents and with the final approval of the Contracting Officer. Project work limits and construction limits are shown on civil drawings C-137, C-138, C-139, C- 140 and C-141.

SECTION 01 10 10 Page 20

6.8.2 Staging Area. The suggested staging area on the civil drawings is located within the construction limits. Contractor may request a different staging area as part of the contractor’s pre-construction submittals for approval.

6.9 GRADING. Design the grading of the site and elevations of new pavement.

6.9.1 Site Drainage Concept. Drainage shall generally be surface drainage away from buildings with paved areas sloping a minimum of 1%; earth areas a minimum of 1% to 2%; earth areas for the first 10-feet around the building 5%; and pipes, gutters, and swales a minimum of 0.5%. Contractor shall submit a drainage plan with design submittal, no ponding shall be allowed.

6.9.2 Building Site. Grading around existing buildings and designed concrete pads shall be directed away from the buildings. Carport photovoltaic array(s), ground mount photovoltaic and security fencing shall be level to top of structure not from the bottom terrain.

6.9.3 Low Impact Development (LID). Site grading for the project shall be designed to maintain the predevelopment hydrology of the surrounding area. The contractor shall incorporate the LID for the site storm drainage system design, per UFC 3- 210-10.

6.10 SITE IMPROVEMENTS.

6.10.1 Standard Details. Site details shall be constructed per Fort Hunter Liggett Facilities Design Standards. And use of CAD-BIM library at https://cadbimcenter.erdc.dren.mil/.

6.10.2 Pavement Design. Determine the pavement design requirements per the Geotechnical Report’s recommendations. Surfaced areas shall be sized for multiple truck turning radii including emergency vehicle access.

6.10.3 Concrete Exterior Slab and Paving. The Contractor shall design and construct concrete slabs, pavements, sidewalks, etc. based on the recommendations of their geotechnical engineering analysis. Refer to paragraph 7.7 for shallow boring data to be used for bidding purposes.

6.10.4 Curb and Gutter. As required in design, concrete shall be utilized for all curb and/or gutter work. Curb and gutter shall be provided around all landscaped areas, all parking lot island and along the edges of new pavement.

6.10.5 Walkways. As required in design, all walkways shall comply with the Uniform Federal Accessibility Standards and ABA requirements.

6.10.6 Pavement Marking & Signage. Provide pavement markings, traffic control signage and temporary traffic control for construction work zones in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and Fort Hunter Liggett standards.

SECTION 01 10 10 Page 21

6.11 STORM RUNOFF AND DRAINAGE.

6.11.1 Storm Runoff. Storm runoff shall be calculated using the US Army Corps of Engineers (USACE) criteria. The storm frequency for the collection system shall be the 10-year storm and for surface drainage design shall be the 100-year storm.

The Intensity-Duration-Frequency Curve can be obtained from NOAA Atlas 14.

6.11.2 Existing/New Storm Drainage System. As required, the Contractor shall perform a complete analysis taking into consideration existing and proposed conditions using the USACE criteria and design an acceptable surface or underground storm drainage system to handle the increase in storm water runoff. Any additional storm water inlets shall be constructed in accordance with applicable standards, matching existing at Fort Hunter Liggett. Should a new storm drainage pipe system be required, the pipe should be designed to provide a minimum velocity of

0.76 m/sec (2.5 ft/sec). Storm drainpipes shall be verified and/or sized by computation of backwater surface profiles. Calculations for the flows shall utilize a value no smaller than 0.013 for Manning’s “n” factor.