Release Stamp DOCUMENT RELEASE AND CHANGE FORM...A-6007-231 (REV 0) RPP-SPEC-62803 Revision 0...

1 SPF-001 (Rev.D1)

DOCUMENT RELEASE AND CHANGE FORMPrepared For the U.S. Department of Energy, Assistant Secretary for Environmental ManagementBy Washington River Protection Solutions, LLC., PO Box 850, Richland, WA 99352Contractor For U.S. Department of Energy, Office of River Protection, under Contract DE-AC27-08RV14800

TRADEMARK DISCLAIMER: Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States government or any agency thereof or its contractors or subcontractors. Printed in the United States of America.

Release Stamp

1. Doc No: RPP-SPEC-62803 Rev. 00

2. Title:PROCUREMENT SPECIFICATION FOR 200E MULTI-CRAFT MAINTENANCE FACILITY

3. Project Number:OP183

☐ N/A 4. Design Verification Required:☐ Yes ☒ No

5. USQ Number: ☒ N/AN/A-9

6. PrHA Number Rev. ☒ N/A

Clearance Review Restriction Type:public

7. ApprovalsTitle Name Signature DateElectrical SME Pisinger, Jared P Pisinger, Jared P 04/16/2019Clearance Review Raymer, Julia R Raymer, Julia R 04/22/2019Structural SME Palmrose, Steven V Palmrose, Steven V 04/11/2019Ventilation SME Khabir, Sharok Khabir, Sharok 04/10/2019Design Authority Palmrose, Steven V Palmrose, Steven V 04/11/2019Checker Paul, Greg Paul, Greg 04/10/2019Document Control Approval Scales, Anthony Scales, Anthony 04/22/2019Environmental Protection Heninger, Steve D Heninger, Steve D 04/10/2019Excavation SME Palmrose, Steven V Palmrose, Steven V 04/11/2019Fire Protection Keene, James R Keene, James R 04/15/2019Originator Burch, Mike J Burch, Mike J 04/10/2019Other Approver Wikstrand, Chris B Wikstrand, Chris B 04/15/2019Other Approver Flora, Jeff H Flora, Jeff H 04/11/2019Other Approver Farris, Troy R Farris, Troy R 04/11/2019Responsible Engineering Manager Smith, Gregory E Smith, Gregory E 04/16/2019Industrial Safety Powers, Mike J Powers, Mike J 04/11/2019

8. Description of Change and JustificationNew Document - This Procurement Specification establishes the functional characteristics, the building interfaces, uses and occupancy requirements of the 200E Multi-Craft Maintenance Facility. This specification describes the minimum building utility, layout and interface with potable water, raw water, firewater, electrical and sewer sources. The specification outlines what type and size of structure and preliminary design features including future expansion considerations for the facility. This document also addresses some site development that contribute to overall facility design evolution.

9. TBDs or Holds ☒ N/A

10. Related Structures, Systems, and Componentsa. Related Building/Facilities ☒ N/A b. Related Systems ☒ N/A c. Related Equipment ID Nos. (EIN) ☒ N/A

11. Impacted Documents – Engineering ☒ N/ADocument Number Rev. Title

12. Impacted Documents (Outside SPF):N/A

13. Related Documents ☐ N/ADocument Number Rev. TitleMT-50466 00 200E Multi-Craft Maintenance Facility

14. DistributionName OrganizationBingham, Alvah TFP PROJECT MANAGEMENTBurch, Mike J TANK FARM PROJECTS ENGINEERINGPalmrose, Steven V WASTE STORAGE & TECH SUPPORTSmith, Gregory E TANK FARM PROJECTS ENGINEERINGWikstrand, Chris B CONSTRUCTION

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 1 of 64

Apr 22, 2019DATE:

A-6007-231 (REV 0)

RPP-SPEC-62803Revision 0

PROCUREMENT SPECIFICATION FOR THE 200EMULTI-CRAFT MAINTENANCE FACILITY

Prepared by

Michael J. BurchWashington River Protection Solutions, LLC

Date Published

April 2019

Prepared for the U.S. Department of EnergyOffice of River Protection

Contract No. DE-AC27-08RV14800

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 2 of 64

Approved for Public Release;

Further Dissemination Unlimited

RPP-SPEC-62803Rev. 0

i

TRADEMARKS

“ACGIH” is a registered trademark of the American Conference of Governmental Industrial Hygienists.

"ANSI", the ANSI logo, and numerous other identifiers containing "ANSI" are registered trademarks, service marks, and accreditation marks of the American National Standards Institute, Inc.

The name "ASHRAE" and the ASHRAE logo are trademarks of the American Society of Heating, Refrigerating, and Air-Conditioning Engineers, Inc. Use of the ASHRAE name and/or logo shall not imply or be used to imply in any way, ASHRAE's endorsement of the member's company, products or other commercial interests.

"American Society for Testing and Materials" and "ASTM" are registered trademarks owned by ASTM International.

Construction Specifications Institute and CSI® are registered trademarks owned by the Construction Specifications Institute, Inc.

The ENERGY STAR name and mark are registered trademarks owned by the U.S. Environmental Protection Agency.

Google and Google Maps™ mapping service are registered trademarks of Google LLC.

HydroRanger is a registered trademark of Siemens Milltronics Process Instruments Inc.

IAPMO, UMC, Uniform Mechanical Code, UPC, and Uniform Plumbing Code are registered trademarks owned by the International Association of Plumbing and Mechanical Officials.

IBC, ICC, IFC, International Building Code, International Code Council, and International Fire Code are registered trademarks owned by the International Code Council, Inc. and are protected by U.S. and international trademark laws and/or common law.

IEEE is a registered trademark owned by the Institute of Electrical and Electronics Engineers, Inc. in the United States and/or other countries.

IES and Illuminating Engineering Society are registered trademarks owned by the Illuminating Engineering Society.

National Electrical Code, National Fire Alarm Code, National Fire Protection Association, NEC, NFPA, NFPA 70, NFPA 72, and NFPA 101 are either trademarks or registered trademarks of the National Fire Protection Association in the United States and/or other countries

“National Institute for Certification in Engineering Technologies”, initials/acronym "NICET", logo, certification mark, and affiliation mark are registered with the U.S. Patent and Trademark Office as trademarks owned by the National Society of Professional Engineers.

Terra Tape is a registered trademark of Reef Industries, Inc. in the United States.

UL and the UL logo are trademarks of UL LLC.

Whirlpool is either a trademark or registered trademark of Whirlpool Corporation in the United States and/or other countries.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 3 of 64


ii

CONTENTS

TRADEMARKS.............................................................................................................................. I

CONTENTS....................................................................................................................................II

FIGURES.......................................................................................................................................III

TABLES ........................................................................................................................................III

TERMS ......................................................................................................................................... IV

1.0 SCOPE .................................................................................................................................1

2.0 APPLICABLE DOCUMENTS ...........................................................................................2

2.1 GOVERNMENT DOCUMENTS........................................................................... 2

2.2 NON-GOVERNMENT CODE OF RECORD DOCUMENTS ............................. 3

2.3 NON-GOVERNMENT NON-CODE OF RECORD DOCUMENTS ................... 5

3.0 FACILITY CHARACTERISTICS......................................................................................6

3.1 FACILITY FUNCTIONAL REQUIREMENTS.................................................... 6

3.1.1 Building Functional Requirements ............................................................. 73.1.2 Building Design Documentation Requirements ......................................... 7

3.1.3 Site History ................................................................................................. 8

3.1.4 Site Description........................................................................................... 9

3.1.5 Site Preparation Requirements.................................................................. 12

3.1.6 External Interface Requirements............................................................... 13

3.1.7 Physical Characteristics ............................................................................ 133.2 SYSTEM INTERFACES AND INTERFACE PERFORMANCE

REQUIREMENTS................................................................................................ 31

3.2.1 Interface with Hanford Site Utilities/Infrastructure.................................. 31

3.2.2 Materials ................................................................................................... 31

3.2.3 Concrete .................................................................................................... 32

3.2.4 Structural Material .................................................................................... 32

3.2.5 Piping and Valves ..................................................................................... 32

3.2.6 Electromagnetic Radiation........................................................................ 33

3.2.7 Name Plates and Product Marking ........................................................... 334.0 REFERENCES ..................................................................................................................34

APPENDIX A – PRELIMINARY FACILITY SKETCHES .......................................................... I

APPENDIX B – SITE HISTORY AND CURRENT USE ............................................................. I

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 4 of 64


iii

FIGURES

Figure 3-1. 200 Area Construction Pit, 200 Area Construction Waste Site and Hanford Site Gravel Pit 29................................................................................................................ 9

Figure 3-2. Potable Water Lines near 200E Multi-Craft Maintenance Facility. ......................... 11

Figure 3-3. Raw Water Lines near the 200E Multi-Craft Maintenance Facility. ........................ 12

Figure 3-4. Sewer Lines near 200E Multi-Craft Maintenance Facility. ...................................... 10

Figure 3-5. Example of a Pin and Sleeve Standard Service Connectors. .................................... 25

TABLES

Table 2-1. Government Documents. .............................................................................................. 2

Table 2-2. Non-Government Code of Record Documents. ........................................................... 3

Table 2-3. Non-Government Non-Code of Record Documents. ................................................... 5

Table 3-1. Waste Information Data System Site Description........................................................ 8

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 5 of 64


iv

TERMS

Abbreviations and AcronymsACGIH® American Conference of Governmental Industrial Hygienists

ACI American Concrete Institute

AE Architectural Engineer

AFF above finished floor

AISC American Institute of Steel Construction

ANSI® American National Standards Institute

ASCE American Society of Civil Engineers

ASHRAE™ American Society of Heating, Refrigeration, and Air Conditioning Engineers

ASME™ American Society of Mechanical Engineers

ASTM® American Society for Testing and Materials®

AWS American Welding Society

CFR Code of Federal Regulations

CHPRC CH2M HILL Plateau Remediation Company

CONEX Container Express

COR Code of Record

CSC Construction Specifications Canada

CSI® Construction Specifications Institute, Inc.®

DA Design Authority

DOE U.S. Department of Energy

EU (Hanford) Electric Utility

GDPS Guide for Design of Pavement Structures

GFCI ground-fault circuit interrupter

HVAC heating, ventilation, and air conditioning

IAPMO® International Association of Plumbing and Mechanical Officials

IBC® International Building Code®

ICC® International Code Council®

ICD interface control document

IEEE® Institute of Electrical and Electronics Engineers

IES® Illuminating Engineering Society®

IFC® International Fire Code®

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 6 of 64


v

ITAAC inspections, tests, analysis, and acceptance criteria

LED light-emitting diode

MBMA Metal Building Manufacturers Association

NEC® National Electrical Code®

NEMA National Electrical Manufacturers Association

NFPA® National Fire Protection Association®

NICET® National Institute for Certification in Engineering Technologies®

NIOSH National Institute for Occupational Safety and Health

NRTL Nationally Recognized Testing Laboratory

OSHA Occupational Safety and Health Administration

RPP River Protection Project

THHN thermoplastic high-heat resistant nylon

THWN thermoplastic heat- and water-resistant nylon

TOC Tank Operations Contractor

UMC® Uniform Mechanical Code®

UPC® Uniform Plumbing Code®

VAV Variable Air Volume

WAC Washington Administrative Code

WIDS Waste Information Data System

WRPS Washington River Protection Solutions, LLC

WSDOH Washington State Department of Health

WSDOT Washington State Department of Transportation

UnitsA ampere(s) (amps)

AC alternating current

AWG American wire gauge

CFM cubic feet per minute (ft3/min)

°F Fahrenheit

fc foot-candle(s)

ft foot(feet)

gal gallon(s)

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 7 of 64


vi

HP horsepower

in inch(es)

K Kelvin

kV kilovolt(s)

kVA kilovolt(s)-ampere(s)

lx lux (International System of Units [SI] for illuminance and luminous emittance, measuring luminous flux per unit area)

m meter(s)

MHz megahertz

min minute(s)

psi pound(s) per square inch

psig pound(s) per square inch gauge

V volt(s)

VAC volt(s) alternating current

V/m volt(s) per meter

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 8 of 64


1

1.0 SCOPE

This procurement specification establishes (1) functional characteristics, (2) building interfaces, and (3) use and occupancy requirements of the 200E Multi-Craft Maintenance Facility. This specification describes the building utilities’ layout and interface with potable water, raw water, firewater, electrical and sewer sources. Additionally, the type and size of structure and preliminary design features for the facility are outlined. This document also addresses some site developments that contribute to overall facility design evolution.

Washington River Protection Solutions, LLC (WRPS) is in need of new maintenance facility(ies) to support the Tank Operations Contractor’s (TOC) current and future mission needs. Hanford crafts are currently using old trailers with limited space and significantly aged buildings and tents throughout the Hanford Site as maintenance facilities in order to provide maintenance services to the tank farms and surrounding buildings. It is the goal of this project to provide a new facilityto replace the existing inadequate aging locations currently utilized by the WRPS work force. With safety at the forefront, this new facility would also allow adherence to National Institute for Occupational Safety and Health (NIOSH) recommendations for minimizing ancillary personnel near the tank farms.

The maintenance services to be performed at the 200E Multi-Craft Maintenance Facility include controlled-environment painting, carpentry services, bench testing and repairs, equipment cleaning and inspections, centralized material and equipment storage, and maintenance equipment assembly.

This phase of the project supports the development of the 200E Multi-Craft Maintenance Facility design and includes initial fieldwork to obtain information for analysis reports, design documents, drawings, and the development of the construction specification.

This document uses the words “shall,” “must,” “should,” “will,” and “may” consistent with the definitions below:

! Shall - denotes a requirement.

! Must - denotes a requirement.

! Should - denotes a recommendation. If a “should” recommendation cannot be satisfied, justification of an alternative design solution shall be submitted to the Design Authority (DA) for approval.

! Will - denotes a statement of fact.

! May - is “permissive” for a stated action, or denotes a possible outcome, depending on the context of the verbiage.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 9 of 64


2

2.0 APPLICABLE DOCUMENTS

2.1 GOVERNMENT DOCUMENTSThe following documents, of the exact issue shown in Table 2-1, form a part of this specification to the extent specified herein and establish the Code of Record (COR).

Table 2-1. Government Documents.

Document Number Government DocumentsCode of Federal Regulations (CFR)

29 CFR 1910.151(c) Occupational Safety and Health Administration, subpart c

U.S. Department of Energy (DOE)

DOE-0359 Hanford Site Electrical Safety Program (HSESP), Prepared for the U.S. Department of Energy, Published Date: 10-22-2018

DOE O 420.1C Facility Safety, U.S. Department of Energy, Washington, D.C.20585

DOE-STD-1020-2016 Natural Phenomena Hazards Design and Evaluation Criteria for Department of Energy Facilities, U.S. Department of Energy Washington, D.C. 20585

DOE-STD-1066-2016 Fire Protection Design Criteria

HNF-36174, Rev. 6 DOE Fire Protection Handbook – Hanford Chapter

Washington Administrative Code (WAC)

WAC 51-11C “State Building Code Adoption and Amendment of the 2015 Edition of the International Energy Conservation Code, Commercial”

WAC 197-11 “SEPA Rules”

WAC 296-46b “Electrical Safety Standards, Administration, and Installation”

Washington State Department of Labor & Industries

RCW Chapter 19.28 Electricians and Electrical Installations, Effective Date June 7th , 2018, Washington State Department of Labor & Industries

Washington State Department of Ecology

WSDOE, Publication Number 18-10-044

Stormwater Management Manual for Eastern Washington, Washington StateDepartment of Ecology Water Quality Program, February 2019, Publication Number 18-10-044

Washington State Department of Transportation WSDOT Design Manual M 22-01.16

Washington State Department of Transportation Design Manual, M 22-01.16February 2019

Other Directives/Publications

AASHTO AASHTO Guide for Design of Pavement Structures, American Association of State Highway and Transportation Officials, copyright © 1993

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 10 of 64


3

2.2 NON-GOVERNMENT CODE OF RECORD DOCUMENTSThe following documents, of the exact issue shown in Table 2-2, form a part of this specification to the extent specified herein and establish the COR.

Table 2-2. Non-Government Code of Record Documents.

Document Number TitleAmerican Conference of Governmental Industrial Hygienists (ACGIH)

ACGIH 2016 Industrial Ventilation: A Manual of Recommended Practice for Design, 29th Edition

American Concrete Industry (ACI)ACI 301-16 Standard Specification for Structural ConcreteACI 318-14 (2014) Building Code Requirements for Structural ConcreteACI 360R Guide to Design of Slabs-on-Ground

American Institute of Steel Construction (AISC)AISC 325 Steel Construction Manual, 14th Ed.

American Society of Civil Engineers (ASCE)ASCE/SEI 7-10 Minimum Design Loads and Associated Criteria for Buildings and Other Structures

ANSIANSI C12.1-2014 American National Standard for Electric Meters – Code for Electricity Metering

American National Standards Institute (ANSI)/National Electrical Manufacturers Association (NEMA)

ANSI/NEMA C84.1-2016 American National Standard for Electric Power Systems and Equipment –Voltage Ratings (60 Hertz)

International Association of Plumbing and Mechanical Officials (IAPMO®)/ANSI/Uniform Mechanical Code® (UMC®)

IAPMO/ANSI UMC 1 - 2018 Uniform Mechanical Code, copyright © 2018 international association of Plumbing and mechanical officials, Twenty-Eighth Edition; First Printing, January 2018

IAPMO/ANSI UPC 1 - 2015 Uniform Plumbing Code, copyright © 2015 international association of Plumbing and mechanical officials, twenty-eighth edition First Printing, January 2015

American Society for Testing and Materials® (ASTM®)

ASTM C1077 − 17 Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

ASTM D2487 – 17 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE™)ASHRAE Standard 90.1-2016 Energy Standard for Buildings Except Low-Rise Residential Buildings

American Society of Mechanical Engineers™ (ASME™)

ASME B16.34, 2017 VALVES — FLANGED, THREADED, AND WELDING END, American Society of Mechanical Engineers, New York, New York.

ASME B31.3, 2016 Process Piping, American Society of Mechanical Engineers, New York, New York.

ASME B31.9, 2017 Building Service Piping, American Society of Mechanical Engineers, New York, New York.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 11 of 64


4

Table 2-2. Non-Government Code of Record Documents.

Document Number TitleInstitute of Electrical and Electronics Engineers (IEEE®)

IEEE 141 (1999) Recommended Practice for Electric Power Distribution for Industrial Plants

IEEE 242 (2001) Recommended Practice for Protection and Coordination of Industrial and Commercial Power Systems

IEEE 399 (1997) IEEE Recommended Practice for Electric Power Systems in Commercial Buildings

IEEE 902 (1998) IEEE Guide for Maintenance, Operation and Safety of Industrial and Commercial Power Systems

IEEE 1015 (2007) IEEE Recommended Practice for Applying Low-Voltage Circuit Breakers Used in Industrial and Commercial Power Systems

International Code Council® (ICC®) (International Building Code® [IBC®] and International Fire Code® [IFC®])

IBC®, 2015 International Building Code®

IFC®, 2015 International Fire Code®

IES®

Illuminating Engineering Society 2011 The Lighting Handbook, 10th ed.

Metal Building Manufacturers Association (MBMA)Metal Building Systems Manual Metal Building Manufacturers Association 2012

NEMANEMA 250 Enclosures for Electrical Equipment (1000 Volts Maximum)NEMA PB 2-2011 Dead-Front Distribution Switchboards

National Fire Protection Association® (NFPA®)

NFPA 13 Standard for Installation of sprinkler Systems, Copyright c 2018 National Fire Protection Association®. All Rights Reserved

NFPA 24 Installation of Private Fire Service Mains and Their AppurtenancesNFPA 70® National Electrical Code® (NEC®)NFPA 72® National Fire Alarm Code®

NFPA 101® Life Safety Code®

Construction Specifications Institute® (CSI®)CSI MasterFormat, MasterFormat, 2018 Edition, Construction Specifications Institute 2018

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 12 of 64


5

2.3 NON-GOVERNMENT NON-CODE OF RECORD DOCUMENTSThe following documents utilized in or referenced by this document, of the exact issue shown in Table 2-3, form a part of this specification to the extent specified herein, but are not considered COR documents.

Table 2-3. Non-Government Non-Code of Record Documents.

Document Number TitleH-2-830460 Sheet 9, Rev. 18 Site Map Potable Water System 200 East Enlarged PlanH-2-830461 Sheet 9, Rev. 12 Site Map Raw Water System 200 East Enlarged PlanH-2-837329 Sheet 9, Rev. 0 Site Map Sanitary Sewer 200 East Enlarged PlanSK-2-400387 SH 001 New Maintenance Facility Site Evaluation Overall Site PlanSK-2-400387 SH 002 New Maintenance Facility Site Evaluation Architectural Floor Plan

SK-2-400337 SH 003 New Maintenance Facility Feasibility Study Structural Floor Plan & Details

SK-2-400337 SH 004 New Maintenance Facility Kitchen Detail & Elevations Overall Site PlanSK-2-400387 SH 003 New Maintenance Facility Site Evaluation Architectural Elevations TFC-BSM-IRM_DC-C-07 Vendor ProcessesTFC-ENG-DESIGN-C-01 Development of TOC SpecificationsTFC-ENG-DESIGN-P-17 Design VerificationTFC-ENG-DESIGN-C-25 Technical Document ControlTFC-ENG-DESIGN-C-34 Development of Technical Requirements for ProcurementsTFC-ENG-DESIGN-C-42 Design Requirements Compliance Matrix

TFC-ENG-DESIGN-C-52 Technical ReviewsTFC-ENG-STD-01 Human Factors in Design

TFC-ENG-STD-02 Environmental/Seasonal Requirements for TOC Systems, Structures, and Components

TFC-ENG-STD-06, Rev. D-1 Design Loads for Tank Farm Facilities

TFC-ENG-STD-07, Rev H4 Ventilation System Design Standard, Per Attachment A Table A-1 non-nuclear facilities column only

TFC-ENG-STD-12 TOC Equipment Identification Numbering and Labeling StandardTFC-ENG-STD-15 Standard for Raceway Systems and Flexible Cords & CablesTFC-ENG-STD-31 Electrical Distribution StudiesTFC-ENG-STD-39 Civil Survey for Tank Farm FacilitiesTFC-ENG-STD-41 Electrical InstallationsTFC-ENG-STD-45 Design and Installations for Potentially Flammable AtmospheresTFC-ENG-STD-47 Piping Data Specification StandardTFC-ENG-STD-51 Vendor Calculation Standard

TFC-ESHQ-FP-STD-01 Fire Marshal Permits, Combustible Controls, and Construction/Occupancy Requirements

TFC-ESHQ-FP-STD-02 Fire Protection Design CriteriaMSC-PRO-EU-478, Rev. 1, Chg. 0 Electrical Utilities Customer Service Requests Process

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 13 of 64


6

Table 2-3. Non-Government Non-Code of Record Documents.

Document Number TitleMSC-PRO-WS-27075, Rev. 1, Chg. 0 Hanford Site Public Water System Tie-InMSC-PRO-WS-60983, Rev. 0, Chg. 0 MSA Managed Sanitary Sewer System Tie-In,

NOTE: Additional drawings and other documents to be provided as needed.

3.0 FACILITY CHARACTERISTICS

This section addresses the following system characteristics:

! Functions and function performance requirements! Interfaces and interface performance requirementsAnd to the extent that can be determined:! Design requirements! Reliability, availability, maintainability, inspectability requirements! Other project requirements.

Except in those instances where Washington State has been granted regulatory authority by the federal government, the hierarchical relationship among requirements specified in this section is as follows:

1. Federal requirements (e.g., Code of Federal Regulations [CFR])2. Washington State requirements (e.g., WAC)3. Local ordinances4. DOE orders and standards5. National consensus codes and standards6. Hanford Site-specific codes and standards.

This hierarchy establishes the order of precedence of requirements levied in this specification. In the event of conflict between two requirements, the more conservative requirement shall apply. The DA shall be notified of any conflict.

TOC specifications may contain requirements more conservative than those levied by the document hierarchy listed above (e.g., to address the need for more stringent site-specific requirements). The DA shall approve such requirements. However, TOC specifications shall not contain requirements less conservative than those levied by the document hierarchy listed above, and the DA shall not approve such requirements.

3.1 FACILITY FUNCTIONAL REQUIREMENTSThe 200E Multi-Craft Maintenance Facility shall be a large scale, dedicated, multi-craft shop.The facility shall provide office, craftwork, storage, shower, change room, toilet, and conference/lunchroom spaces. This new multi-craft facility will allow for more efficiency on projects.

The Architectural Engineer (AE) shall develop the functional requirements as part of the designand develop a Design Requirements Compliance Matrix document as described in

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 14 of 64


7

TFC-ENG-DESIGN-C-42. Examples of some of the functional requirements yet to be addressed are listed below:

! The requirements for sizing the craft spaces and other spaces based on customer input; work areas shall be tailored to the specific needs of each craft.

! The requirements for the shop ventilation and heating/cooling requirements based on customer input.

! The requirements for dust control systems based on customer input.

! The type and number of bench and tool workstations and their placement for the desired workflow through the various shop spaces based on customer input.

! The floor working loads (forklift sizes, etc.) based on customer input.

3.1.1 Building Functional RequirementsSK-2-400387 SH 002, found in Appendix A, shows some of the desired features that the facility should have and an initial estimate of the building floor plan. A preliminary feasibility study (RPP-PLAN-62800, Pre-Conceptual Feasibility Study of the 200E Multi-Craft Maintenance Facility) provided additional desirable features that should be included and are shown on the following sketches found in Appendix A:

! SK-2-400387 SH 001! SK-2-400387 SH 002! SK-2-400337 SH 003! SK-2-400337 SH 004! SK-2-400387 SH 003.

Another design consideration that the AE should be made aware of is that sometime in the future after this facility has been constructed and placed into service, Hanford may want to add an addition to the north side of the facility, extending the structure up to 60 ft. Consideration should be made in the design of this facility for the firewater, utilities connections, electrical, compressed air, and other ancillary systems that could make the future expansion easier. Other future expansion possibilities include the addition of two and three wide trailers shown on SK-2-400387 SH 1. Consideration of this possible expansion should be considered when sizing the electrical utility.

3.1.2 Building Design Documentation RequirementsThe AE shall prepare drawings, calculations, and construction specifications for the 200E Multi-Craft Maintenance Facility installation. All documents and drawings shall be submitted to the TOC through the contract submittal processes defined in TFC-BSM-IRM_DC-C-07. Thefinal approved drawings and specifications/calculations shall be stamped and signed by an engineer registered in the State of Washington.

The design analyses reports shall be prepared in accordance with TFC-ENG-DESIGN-C-25. Prepare any design specification in accordance with TFC-ENG-DESIGN-C-01 and TFC-ENG-DESIGN-C-34. Additionally, the AE shall prepare a construction specification in accordance with TFC-ENG-DESIGN-C-34, Section 4.4, following the CSI® Manual of Practice

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 15 of 64


8

(MP-1; Construction Specifications Institute, 2018) guidelines defined in the CSI® document“MasterFormat, 2018 Edition.”

3.1.3 Site HistoryThere has been no previous construction at the site selected for construction of the 200E Multi-Craft Maintenance Facility. The area has been used as a laydown yard and construction waste burial area (listed as a Waste Information Data System [WIDS] site 200 CP) during the construction of 2704HV. During that time, a layer of compacted road base/peat gravel was installed over much of the area. The site description from the Hanford WIDS database isprovided in Table 3-1.

Table 3-1. Waste Information Data System Site Description.

Field DataSite ID 1555Site Code 200 CP

Site Names 200 CP; 200 Area Construction Pit; 200 Area Construction Waste Site; Hanford Site Gravel Pit 29

Hanford Area 200ESite Status InactiveSite Type Depression/Pit (non-specific)Operable Unit 200-OA-1Class Status AcceptedReclass Status NoneContractor CH2M HILL Plateau Remediation Company (CHPRC)Responsible Project CPSMMap Authority CHPRCPhotos Yes

The area is bounded on the east by Akron Avenue and on the west by Bayne Drive. The main topographical features of this location are a relatively flat area immediately west of Akron Avenue. There is a relatively steep slope of several feet down, then a gradual slope to the west for roughly 350 ft. The slope gets steeper towards the lowest area on the west. This area of the site contains more vegetation, probably due to the drainage of water in that direction. The low slope area extends north from the north edge of the 2704HV parking lot roughly 500 ft. The main topographical features are shown in Figure 3-1. The low slope area extends north from the north edge of the 2704HV parking lot roughly 500 ft. This currently serves as a drainage location for the 2704HV parking lot.

Pre-design estimates of building location and utility source locations are shown in SK-2-400387 SH 001 provided in Appendix A. The sewer, potable water, raw water (firewater), and electrical layout and connection locations as shown on this sketch are conceptual.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 16 of 64


9

Figure 3-1 shows a photo of WIDS Site 200 CP which is known by several names: 200 Area Construction Pit, 200 Area Construction Waste Site, and Hanford Site Gravel Pit 29. The photo shows the site looking north and was taken May 4, 2004, however, the site has not changed much. The WIDS General Summary Report is found in Appendix B. Also found in Appendix Bare overhead images (Figure B-1 and Figure B-2) taken from Google and Google Maps™ showing 2704HV and other utilized areas in close proximity to the building site. Appendix Balso includes aerial images that show the building site area when it was in use as a waste pit and location of some of the construction debris that has been buried there (Figure B-3, Figure B-4, Figure B-5, and Figure B-6). Figure B-7, Figure B-8, Figure B-9, Figure B-10, and Figure B-11(Appendix B) show the current building site landscape.

Figure 3-1. 200-East Area Construction Pit, 200-East Area Construction Waste Site, and Hanford Site Gravel Pit 29.

3.1.4 Site DescriptionSite utilities have not been extended to this area. Sanitary water and sewer connections will need to be made at a lift station located on the southeast side of 2704HV and extended to a new lift station to be constructed during this project (approximately 1,200 ft). Sanitary connections from this new facility will connect to the new lift station. Figure 3-2 shows this lift station location with respect to the new facilities location. Potable water connections will need to be made generally at the same location as the sewer. Potable water lines are located on the southeast side

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 17 of 64


10

of 2704HV. Figure 3-3 depicts the piping location with respect to the new facilities location.Raw water connections are located on the east side of Akron Ave. Figure 3-4 shows the piping location with respect to the new facility’s location.

The new building, plus pavement and parking areas, is planned to be placed on the low slope area in order to minimize grading requirements. The building will be surrounded by a paved area to allow for movement of delivery or emergency vehicles. Parking places will be located at the north end of the site, with a few spaces at the south end of the lot for small deliveries andvisitors. A concrete slab at the west side of the parking lot will provide locations for CONEX boxes and a climate-controlled chemical storage building.

Figure 3-2. Sewer Lines near the 200E Multi-Craft Maintenance Facility.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 18 of 64


11

Figure 3-3. Potable Water Lines near the 200E Multi-Craft Maintenance Facility.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 19 of 64


12

Figure 3-4. Raw Water Lines near the 200E Multi-Craft Maintenance Facility.

3.1.5 Site Preparation RequirementsIn order to prepare the site, several items are necessary. A site survey is required with a certified engineering firm. A geotechnical evaluation must be performed using a certified geotechnical testing agency (an independent testing agency qualified according to ASTM E 329 to conduct soil materials testing, as documented per ASTM D740 and ASTM E548. All surveys, earthwork,and stabilization (including geotechnical testing and analysis) shall be submitted to and approved by TOC personnel. A site plan shall be prepared showing dimensional representation of building location, all known utilities and access points in the affected area similar to SK-2-400387 SH 001. Ground scans shall also be performed but will be done by others.

Designs and drawings shall be prepared for the sewage systems for the new 200E Multi-Craft Maintenance Facility. The drawings and specifications shall be stamped and signed by an engineer registered in the State of Washington after final approval from the TOC.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 20 of 64


13

A design for the storage building will be prepared in accordance with the IBC®. This will be submitted to TOC for review and approval. The TOC will provide the Contractor with the location for the fire protection system tie-in to the site fire water distribution system. The design shall be stamped and signed by an architect/engineer registered in the State of Washington after final approval from the TOC.

3.1.6 External Interface Requirements

3.1.6.1 Environmentally-Controlled StorageThere are no caustic or corrosive materials planned to be stored or utilized within this facility as usage of the insulators/painter’s shop area (Room 15) will consist of water-based paints. However, the new facility shall provide environmentally-controlled storage for temperature- and moisture-sensitive materials. In addition, there must also be a dedicated, environmentally-controlled chemical storage structure. The chemical storage structure will be located outside,separate from the main facility structure. The storage structure shall be designated for use as separate, detached structures for outdoor use. An outside climate-controlled chemical storage structure similar to US Chemical Storage buildings is recommended. The storage structure is recommended to be sized to contain at least fourteen 55-gal drums. The structure shall be weather tight, and the environmentally controlled system shall be capable of maintaining the internal temperature at 70°F ± 5°F with a relative humidly of 50% ± 20%.

3.1.7 Physical CharacteristicsThis section identifies the physical configuration of the 200E Multi-Craft Maintenance Facility.

3.1.7.1 Maintenance Facility Building SystemThe 200E Multi-Craft Maintenance Facility architecture shall accomplish the facility mission in the most cost-effective manner possible and meet requirements of the IBC® and the NFPA 101®. Design and construction shall also be performed in accordance with TFC-ESHQ-FP-STD-02.

The 200E Multi-Craft Maintenance Facility will be a pre-engineered metal building with both a metal roof and siding. It will have a 13 ft-4 in eave height, with a 1/12 roof slope. The recommended building system is a pre-manufactured steel moment frame building. Columns should be aligned with known wall locations to avoid placing a column in the middle of a shop space.

Building insulation for the roof and exterior walls will follow Washington State Energy Code. All finish colors and types will be coordinated with and approved by the WRPS Facilities Maintenance management prior to specification by the AE for the project.

The AE will determine building classification based on the IBC® and NFPA 101®. Preliminary assumptions classify this building as a mixed occupancy facility. Occupancy classifications of A-2, B, and F-1 are most likely. Depending on actual function in the F-1 areas, a classification of H-2 or H-3 occupancy is possible. Final building classification will be driven by the combined usages within the facility by means of code analysis.

The building has an estimated occupancy at maximum utilization of 160. The occupancy could reach this number when meetings are held in the lunchroom. Normal work occupancy is

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 21 of 64


14

expected to be about 60 craft and support resources at any given time with the following craft breakdown:

Craft Expected Resources

Instrument Tech 5

Painters 8

Insulators 6

Electricians 12

Carpenters 10

Pipefitters (multi-craft) 10

Tool Crib Attendant 1

3.1.7.2 Site, Foundation/SlabA site plan and building foundation and floor slab designs are required. The site plan showing all known utilities in the affected area shall be prepared. It will be the responsibility of the TOC to review the utility drawing for accuracy and completeness. The metal building manufacturer’s submittal shall include the frame design calculations, including all of the frame reactions. It will be the responsibility of the AE to design the foundation and floor slab for the building.Earthwork and stabilization (including geotechnical testing and analysis) shall be reviewed by TOC personnel.

The Contractor will perform a site survey in order to obtain any additional survey information. The vendor will be responsible for providing the services of a surveyor to provide the additional information requested, if necessary.

TOC-use site plan drawings shall be provided showing all utilities. The accuracy of applicable drawings shall be field-verified with existing site conditions.

Preliminary foundation drawings and performance specifications/calculations shall be prepared for the 200E Multi-Craft Maintenance Facility by the AE. These will be submitted for review and approval to the TOC.

Final foundation design and drawings will be created after the construction contractor receives the final Metal Building design drawings and structure loads analysis. The preliminary design shall be reviewed and if necessary revised based on metal building loads. The drawings and specifications/calculations shall be stamped and signed by an engineer registered in the State of Washington and will be reviewed by the Contractor and the TOC.

3.1.7.3 Storm water and a Storm water StudyA storm water design is required. The AE shall provide a design for a storm water system concept and a design document. The current storm water shall be evaluated, and a storm waterstudy prepared. Drawings and specifications for the new pavement, grading, drainage, utilities,

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 22 of 64


15

and other civil details shall be prepared for review by the TOC. The drawings and specifications shall be stamped and signed by an engineer registered in the State of Washington after final approval from the TOC.

3.1.7.4 Potable WaterThe AE will provide the design and with the Facility Project Office will work with MSA to connect to the Hanford Site Public Water Systems. These will be submitted for review and approval to the TOC. The design will be based on demands received from the TOC. The drawings and specifications shall be stamped and signed by an engineer registered in the State of Washington after final approval from the TOC. Figure 3 3 shows the location of potable water piping relative to the planned location of the facility. Project will use MSA procedure MSC-PRO-WS-27075, which provides the basic design guidance and requirements for connecting to a Hanford Site Mission Support Contract (MSC) managed Hanford Site Public Water Systems.This Control Procedure is applicable to Mission Support Alliance LLC (MSA) employees and to other Site Contractors and subcontractors that have a need to obtain raw or potable water from the Site Public Water System under the jurisdiction and control of MSA Public Works/Water and Sewer Utilities Design drawings shall also be prepared for the potable water supply and distribution for the new 200E Multi-Craft Maintenance Facility. Raw Water

Design drawings shall be prepared for the raw water supply and distribution for the new 200E Multi-Craft Maintenance Facility. These will be submitted for review and approval to the TOC. The drawings and specifications shall be stamped and signed by an engineer registered in the State of Washington after final approval from the TOC. Figure 3-4 shows the location of raw water piping relative to the planned location of the facility. Project will use MSA procedure MSC-PRO-WS-27075, which provides the basic design guidance and requirements for connecting to a Hanford Site Mission Support Contract (MSC) managed Hanford Site Public Water Systems.

3.1.7.4.1 Fire Protection System A fire protection system design is required. The AE shall provide a design for a fire protection system. DOE criteria (DOE STD 1066-2012) require this building to be protected by automatic sprinklers throughout. Hanford Site criteria (HNF-36174) requires any building with a sprinkler system have a supporting fire alarm system installed to provide supervisory and alarm reporting capability. The fire alarm system and sprinkler system are to be designed and installed per the appropriate NFPA® codes or standards (NFPA 72 and NFPA 13, respectively). Both systems are also required to meet the Hanford Site requirements of HNF-36174.

The Hanford Site raw water system shall be used as the source of water for the sprinkler systems. A firewater source is available from a line running parallel to Akron Avenue, roughly 200 ft from the building (see Figure 3-4). The impact of the additional water demands required by the new building fire protection system shall be reviewed with the Hanford Water Utility group coordinated through the TOC. The drawing and specifications shall be stamped and signed by the appropriate Professional Engineer registered in the state of Washington after final approval from the TOC.

A design for a fire protection wet pipe suppression system shall be prepared in accordance with the HNF-36174 and NFPA 13 for review and approval by the TOC. The design shall be stamped and signed by a holder of a current State of Washington Fire Sprinkler Level III Certificate of

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 23 of 64


16

Competency or a licensed professional Fire Protection Engineer after final approval from the TOC.

A preliminary fire hazard analysis shall be performed when the fire protection design is 60% complete. This analysis shall be in accordance with procedure TFC-ESHQ-FP-STD-06.

The fire protection piping system shall be hydrostatically tested in accordance with applicable NFPA® codes. The fire detection and alarm systems shall be functionally tested in accordance with NFPA 72, HNF-36174, and these referenced documents.

An alarm and detection system compatible with the Hanford Site Dispatch Monaco D-21 alarm station shall be designed in accordance with the HNF-36174 and NFPA 72 for review and approval by the TOC. The design shall be stamped and signed by a National Institute for Certification in Engineering Technologies® (NICET®) Level III Fire Alarm Designer or a licensed professional Fire Protection Engineer after final approval from the TOC.

Drawings and specifications for required utilities (fire protection service) shall be prepared per NFPA 24 and HNF-36174. These will be submitted to the TOC for review and approval. The drawings and specifications shall be stamped and signed by an Architect/Engineer registered in the State of Washington after final approval from the TOC.

3.1.7.5 Sewer and Lift Station

3.1.7.5.1 Wastewater and SewageThe AE shall provide a design for the building’s wastewater system. The 200E Multi-Craft Maintenance Facility’s sewer system shall be designed per TFC-ENG-STD-47, constructed, installed, inspected, and tested in accordance with IAPMO/ANSI UPC 1. Figure 3-2 and SK-2-400387 SH 001 (in Appendix A) show the sewer line routed to a new lift station on the south side of the 200E Multi-Craft Maintenance Facility. The impact of the additional wastewater and sewage demands created by the new building shall be reviewed with the Hanford Utility group coordinated through the TOC. The AE will provide the design and with the Facility Project Office will work with MSA to connect to the Sanitary Sewage Disposal System. Project will use MSA procedure MSC-PRO-WS-60983, which provides the basic design guidance and requirements for connecting to a Hanford Site Mission Support Contract (MSC) managed Sanitary Sewage Disposal System.

Estimates of the 200E Multi-Craft Maintenance Facility user branches from the following rooms (with the quantity of users in parentheses) are below:

! Lunchroom: sinks (2) and ice machine (1) floor drains (2)! Men’s restroom: sinks (4), showers (6), water closets (5), and urinals (6) floor drains (2)! Women’s restroom: sinks (5), showers (4), and water closets (5) floor drains (2)! Janitors’ closet: sink (1) and floor drain (1)! Water heater room: floor drain (1) floor drains (2)! Instrument technicians’ shop: sink (1) floor drains (2)! Multi-craft shop: sink (1), wash basin (1), and eyewash station (1) floor drains (2)! Insulators’/painters’ shop: sinks (2) and safety shower (1) floor drains (2)! Carpenters’ shop: eyewash station (1). floor drains (2)

The AE will perform an analysis to revise these estimates as the facility design matures.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 24 of 64


17

3.1.7.5.2 Lift StationA new lift station is required to make the sewer connection to the existing system, necessitating analysis and designs for this new system. New lift stations should include a subsurface concrete vault with two submersible explosion-proof sewage pumps and other associated equipment (i.e.,backup low- and high-level floats, ultrasonic level transducer [HydroRanger® 200] or equivalent, OmniSite Crystal Ball Remote Pump Monitoring and Control System or equivalent, stainless steel pump guide rails, valve vault, etc.). The lift station should be designed as an NFPA 820 Class I, Group D, Division 1 space. The size of the concrete vault will be determined during design but is generally anticipated to be approximately 6 ft in diameter and 10 ft deep with an access hatch at the surface. All access hatches should have built-in fall protection grating. The lift station should have a passive activated charcoal nuisance odor filter mounted through the lift station vault lid. A sewage pumper truck pumping port should be installed in the vault lid to facilitate truck pumping of the vault in the event of pump failure or other maintenance needs.

The lift station control panel should be installed in the vicinity of the lift station but no closer than 5 ft from the edge of the lift station sewage collection vault or wet well. Electrical conduit running to the lift station vault should have seal-offs. Separate panels are required for high- and low-voltage (< 50V) equipment. The low-voltage panel should contain the pump controls, float controls, ultrasonic level controls, alarms, wireless communication equipment (OmniSite Crystal Ball), pump cycle counters, pump runtime meters, etc.). The low-voltage panel shall have all controls and instrumentation mounted through a zero-gap dead-front. The lift station shall have its own electrical disconnect located at the control panels. Typical installation is described below:

1. Electrical service (480V, three phase) shall be provided to the new sewage lift station with a control panel as shown on the site plan. The lift station shall receive electrical service from the circuit breaker at the facility’s main switchboard.

2. The lift station control panel shall be installed in vicinity of the lift station vault but no closer than 5 ft. from the edge of the sewage collection vault.

3. Conduits running to the lift station sewage vault shall have seal-offs for odor control.

4. A dedicated three pole service disconnect switch (separate enclosure) shall be located upstream of the main lift station pump control panel.

5. One separate panel shall be provided to house the 480V motor starter components and one panel to house all low-voltage (less than 50V) control equipment.

6. The low-voltage panel shall contain pump controls, float controls, ultrasonic level controls, alarms, wireless communication equipment (OmniSite Crystal Ball Remote Pump Monitoring and Control System), pump cycle counters, pump run time meters, etc.

7. The low-voltage panel shall have all controls and instrumentation mounted through a zero-gap dead-front.

8. A 120V duplex ground-fault circuit interrupter (GFCI) maintenance outlet shall run from the main pump control panel.

The AE will perform an analysis and revise these estimates as the facility design matures.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 25 of 64


18

3.1.7.6 CommunicationsThis section describes requirements for the 200E Multi-Craft Maintenance Facility communication systems.

3.1.7.6.1 SecurityThis system will be designed and installed by others.

3.1.7.6.2 Intra-Facility Communication SystemThis system will be designed and installed by others.

3.1.7.6.3 Network and TelecommunicationsThe design and installation will be done by others.

3.1.7.7 Walls, Roofs, Doors, and Other Architectural DetailsDrawings and specifications for the walls, roof, doors, and other architectural details for the new 200E Multi-Craft Maintenance Facility shall be prepared for review and approval by the TOC. There should be a collateral load of 15 psi in addition to other loads.

The pre-conceptual floor plan for the 200E Multi-Craft Maintenance Facility is shown in Appendix A, Figure A-2. The pre-conceptual structural floor plan and associated details for the 200E Multi-Craft Maintenance Facility are shown in Appendix A, Figure A-3. The pre-conceptual floor plan estimates for the interior finishes are shown on the Room Schedule on this drawing. The building finish colors, tile type, cabinets, counter tops, lunchroom sinks, restroom fixtures and partitions, shower room fixtures and partitions, locker room furniture, and the insulators’/painter’s shop area (Room 15) will utilize water-based paints of the brush-/roll-type painting. All finish colors and types will be coordinated with and approved by the WRPS Facilities Maintenance management prior to specification by the AE for the project.

The exterior and interior doors estimated for the pre-conceptual floor plan (Appendix A, Figure A-2) are listed below.

! The door frame finish colors, frame type, final dimensional sizes/locations, insulation, and detailing shall be specified by the AE for the project through the awarded design-build team.

! The window frame finish colors, frame type, final dimensional sizes/locations, insulation, and detailing shall be specified by the AE for the project through the awarded design-build team.

! The ceiling finish colors, ceiling types, final dimensional sizes/locations, insulation, and detailing shall be specified by the AE for the project through the awarded design-build team. All ceiling finish colors, ceiling types, final dimensional sizes/locations, insulation, and detailing will be coordinated with and approved by the 200E Multi-Craft Maintenance Facility project team and WRPS Facilities Maintenance management and be included in the construction specification by the AE. Room locations as shown in Appendix A, Figure A-2 have the following estimated ceilings:

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 26 of 64


19

o Suspended ceilings: lunchroom (Room 1), the office in the tool crib (Room 5b), both locker rooms (Rooms 3b and 4b), the janitor’s closet (Room 2), and the water heater closet (Room 17).

o Gypsum board, painted ceilings: restrooms and adjoining shower areas (Rooms 3 and 4).

o All shop areas are open to the building roof structure/insulation.

! The floor finish colors, flooring types, final dimensional sizes/locations, and detailing shall be specified by the AE. All floor finish colors, flooring types, final dimensional sizes/locations, and detailing will be coordinated with and approved by the 200E Multi-Craft Maintenance Facility project team and WRPS Facilities Maintenance management and be included in the construction specifications by the AE. Room locations as shown in Appendix A, Figure A-2 have the following estimated:

o Ceramic tile: lunchroom (Room 1), both locker rooms (Rooms 3b and 4b), and both restrooms and adjoining shower areas (Rooms 3 and 4).

o All other areas are planned to have sealed concrete floors.

Rated fire barriers designed per IBC® guidance shall provide separation of incompatible occupancies. As an example, the IBC® will provide guidance for separation of office and/or assembly areas from shop areas. The AE shall determine the required fire barriers and the fire barrier requirements. Fire barrier designs shall be identified using standard, approved designs identified by Gypsum Association’s Fire Resistance Design Manual, IBC® (Chapter 7), UL™’s Fire Resistance Directory, or other source approved by TOC Fire Protection.

Doors installed in fire barrier walls shall be identified as fire-resistive assemblies. These assemblies (doorframe, door, hinges, closure hardware, latch hardware, and manufacture’s label indicating manufacturer, fire resistance, approving Nationally Recognized Testing Laboratory [NRTL], etc.) shall be of appropriate fire resistance for the fire barrier walls.

! Office fixed furniture/partitions shall be specified by the AE. All office fixed furniture/partitions will be coordinated with and approved by the 200E Multi-Craft Maintenance Facility project team and WRPS Facilities Maintenance management and be included in the construction specifications prepared by the AE.

3.1.7.8 Electrical Power, Electrical Lighting, Outside Area Lighting, Fire Alarm System

A design and appropriate drawings and specifications for the electrical power, electrical lighting, outside area lighting, fire alarm system, and other electrical details for the new building shall be prepared for review by the TOC. The TOC will provide the Contractor with the location for the electrical tie-in to the site utility distribution system. The drawings and specifications shall be stamped and signed by the appropriate Professional Engineer (or certification/certificate holder) registered in the State of Washington after final approval from the TOC.

Project will use MSA procedure MSC-PRO-EU-478, which provides the basic design guidance and requirements for connecting to a Hanford Site Mission Support Contract (MSC) managed Hanford Site Electrical Utilities. This procedure will also explain the process in which customers requiring Mission Support Alliance (MSA) Electrical Utilities (EU) services are to

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 27 of 64


20

submit their request electronically via the MSA Service Catalog. A review of the impact of the additional loads required by the new building on the sites power distribution system will be coordinated with the Hanford Electrical Utilities group.

Design Codes and Standards

1. The electrical installation shall comply with the minimum requirements of theNFPA 70®, NEC®, IEEE, and WAC 296-46b.

2. The facility shall be designed in accordance with TFC-ENG-STD-12. This standard ensures equipment abbreviations and descriptions provided by equipment identification numbers shown on labels is consistent and easily understood by facility personnel.

3. The 200E Multi-Craft Maintenance Facility shall be designed in accordance withTFC-ENG-STD-15. This standard provides design and installation requirements for electrical raceways and flexible cords and cables. This standard clarifies NEC®

requirements and provides supplementary requirements applicable to WRPS facilities. In cases of conflict between this standard and the NEC®, TFC-ENG-STD-15 is the prevailing requirement.

4. TFC-ENG-STD-15 particularly applies to engineering evaluations of: ambienttemperature, long-term effects of operating temperature on life expectancy of variouscord or cable insulating materials, and the suitability of a cord or cable for a specificinstallation. This standard shall not apply to designs completed before the date shown inthe header.

5. An electrical load study will be conducted to determine appropriate sizing criteria of the main transformer, the main switchboard, and supporting distribution equipment. See tankfarms’ procedure TFC-ENG-STD-31 for guidance. This standard provides the requirements for arc-flash analyses, equipment evaluations, and over-current protective device coordination for WRPS facilities.

6. In accordance with DOE-0359, and TFC-ENG-STD-31, arc-flash labeling requirements for each electrical enclosure with potential arc hazards will be determined. The distribution study shall provide working boundaries for employees relative to the hazards arising from an arc-flash and ensure that equipment and conductor ratings are capable of withstanding available fault currents. The electrical systems in the 200E Multi-Craft Maintenance Facility shall have the proper protective coordination and shall be sized to handle all anticipated loading.

7. The 200E Multi-Craft Maintenance Facility shall be designed in accordance withTFC-ENG-STD-41. This standard establishes and consolidates design requirements for new facility electrical installations. This standard applies numerous contractual, regulatory, and legal requirements for tank farm projects including NFPA®, WAC, Occupational Safety and Health Administration (OSHA), and the Hanford Site ElectricalSafety Program.

8. All electrical equipment and wiring installed or used on the Hanford Site shall be subjectto approval by a WRPS-qualified NEC® inspector. Electrical designs shall requireequipment that is “listed” and “labeled” by the manufacturer. (Listed means published by

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 28 of 64


21

make and model with conditions and restrictions of use by OSHA-approved NRTL.) When functional requirements cannot be met using “listed” and “labeled” equipment, electrical designs shall specify equipment conforming to an ANSI standard for product safety, field evaluation, and testing. All equipment and wiring shall be installed in compliance with application conditions and restrictions of use as documented by the NRTL in the “listing” process.

3.1.7.8.1 Main Electrical Service1. Electrical service for the 200E Multi-Craft Maintenance Facility will be sourced from the

existing 13.8kV overhead transmission line located northwest of the facility site as shown in Figure A-1 (Appendix A).

2. From the second new pole, the main electrical service shall be transitioned to insulatedcable for the new underground duct bank to a new pad-mounted mineral oil maindistribution transformer on the transformer vault. The transformer vault will be locateddirectly west of the electrical room termination at the main switchboard plan. Thesecondary conductors shall be routed from the distribution transformer secondary directlyto the main switchboard’s main disconnect circuit breaker.

3. The design shall include for Hanford Utility to provide 13.8kV service with a load-break elbow and a fused cutout.

4. Hanford Electric Utility (EU) shall install a pad-mounted, mineral-oil-filled13.8kV-480Y/277V main transformer with a dead-front panel and vault. The transformershall be sized to carry the entire load plus a future-growth capacity of 33% without fancooling.

5. Optionally, additional electrical capacity with main transformer fan cooling could beprovided.

6. Five 3-in conduits shall be installed from the switchboard service entrance compartmentat 36 in below-grade.

7. Contractor-installation scope begins with secondary conductors landing on distributiontransformer load terminals. From the transformer back to the 13.8kV source power polesshall be the responsibility of Hanford EU.

8. The distribution transformer secondary conductors shall directly feed a separate meteringcabinet. The enclosure, meter, socket base, and wiring shall be supplied by a contractor per typical Hanford EU specifications and in accordance with ANSI C12.1-2014.

9. The transformer shall have copper windings with a single radial feed and liquid cooling.Weather-proof compartment(s) shall be provided for a load-break elbow, a load-breakswitch, lightning arrestor surge protection, temperature and liquid-level instrumentation,Bay-O-Net current-limiting fuses, and tap changing switches.

10. All equipment shall be grounded and installed per Hanford EU requirements.

3.1.7.8.2 Main Switchboard1. A main switchboard rated at 600V shall be provided in compliance with

NEMA PB 2-2011.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 29 of 64


22

2. The switchboard shall be sized to handle all loads at the 200E Multi-Craft MaintenanceFacility with a minimum 33% spare growth capacity both in kVA power and sparemounting space. Fifty percent of the non-used spaces shall have appropriately sizedspare breakers installed based on the sizes of used breakers.

3. The switchboard main breaker shall be 100% rated with an electronic trip protectionmodule having ground-fault, long-time, short-time, arc-fault, and instantaneous settings.

4. Type-1 and type-2 surge protection shall be provided at the main service entranceswitchboard.

5. Basic metering shall be provided at the switchboard service main for power, voltage, andcurrent.

6. A service main with ground-fault protection per the NEC® 2017 Article 230.95 shall be provided.

7. All breakers on the main switchboard shall have electronic trip protection modules withprogrammable settings.

3.1.7.8.3 General Design and Installation1. Circuit breakers shall be provided in accordance with IEEE C37.13.

2. The contractor shall obtain and purchase all construction permits and fees required bygovernment agencies having jurisdiction over this project and shall arrange allinspections required by these agencies.

3. All electrical work shall be done in a neat and workmanlike manner. All labor, materials,tools, and permits shall be furnished as required for a complete and functionalinstallation.

4. Any contradictions, discrepancies, or design work which does not meet NEC®, or will notfunction as intended, shall be reported to the engineer in writing prior to bidding. If thecontractor does not report any discrepancies, then the contractor will be held responsiblefor the complete electrical system and make required changes at no additional cost.

5. The arrangement and locations of electrical switchboards, panels, transformers, andgeneral load equipment as shown on plans is diagrammatic and approximate. TheContractor is responsible for coordinating the accurate location of all lighting fixtures,wall switches, outlets, and electrical equipment to avoid arrangement conflicts with otherutility infrastructure, equipment, doors, partitions, cabinets, and furniture.

6. Electrical mounting heights (measured above finished floor [AFF] to center of device)shall be as follows unless otherwise noted.

a. Switches: +48 in AFFb. Receptacles: +18 in AFFc. Thermostats: +48 in AFFd. Special outlets: +36 in AFF

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 30 of 64


23

7. All interior power conductors shall be type THWN/THHN1 insulation with a minimum#12 AWG unless otherwise noted.

8. All conduits shall have a green, insulated ground conductor wire installed with the phaseconductors. The ground wire shall be sized in accordance with the NEC® and may not beindicated on plans. Install a nylon pull tape or rope in all empty and filled conduits.

9. The minimum conduit size shall be ½ in unless otherwise noted on drawings.

10. Junction boxes shall be sized and installed per NEC®.

11. An electrical equipment plan shall be provided for cost-effective installation andutilization. Minimize voltage drop by central location of transformers and branch panels.

12. All new electrical conduit runs shall be designed below-grade as 1 in schedule 40 PVCwith a minimum cover of 24 in. Conduit extended above-grade shall be galvanized, rigidsteel with the transition occurring 12 in below grade.

13. Three inches of magnetic marking tape, Terra Tape®, or equivalent, shall be placeddirectly in the backfill at 6 in below-grade above all new underground conduit.

14. Variable frequency drives shall be specified as standard motor controllers, includingmotors that run only at full speed, in order to supply value of process monitoringinformation available from variable frequency drives, the reduction of start-stop impactsto electrical and mechanical systems, the ability to sense faulted electrical circuits, andstandardization of control systems equipment.

15. Motors larger than ½HP shall be specified as 480V three-phase.

3.1.7.8.4 Panelboards1. One or more stand-alone branch panelboards with step-down transformers fed from the

main switchboard shall be provided and located in each trade shop room. As determinedby facility loading, these will be a combination of 240/120V and 208Y/120Vconfiguration depending on the equipment needs and loads of each space.

2. An isolation transformer feeding 480V, three-phase panelboard(s) dedicated to heating, ventilation, and air conditioning (HVAC) loads shall be provided.

3. A main lighting panelboard to serve all indoor and outdoor facility lighting loads shall beprovided.

4. Shop areas shall have lighting controls for dimming, occupancy sensing, and daylightsensing to meet energy code requirements.

5. All panelboards shall have bolt-on type breakers.

3.1.7.8.5 Lighting1. The 200E Multi-Craft Maintenance Facility shall have both an indoor and an outdoor

lighting design based on illumination modeling of each space. Design guidance from the

1 THHN thermoplastic high-heat resistant nylon

THWN thermoplastic heat- and water-resistant nylon

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 31 of 64


24

IES® The Lighting Handbook, 10th Edition, and lighting requirements from WAC regulations shall be implemented.

2. The mounting height and locations of all exterior building-mounted luminaires shall becoordinated with architectural exterior elevations. In-shop areas shall have luminairesarranged with maximum working clearance from floor to luminaire.

3. Shop rooms: Light-emitting diode (LED), high-bay luminaires (without drop ceiling)shall provide illumination uniformity ratio of 0.60. Lighting control shall be provided by three-way wall switches located adjacent to doorways and at opposite sides of each shoproom.

4. Lunchroom and office areas: Areas with drop ceilings shall have 2 x 4-ft recessed ENERGY STAR®-compliant LED luminaires. Lighting control shall be provided by a wall switch combined with an occupancy sensor for off-sweep.

5. Rooms with hard ceilings shall have LED luminaires supplying an average of 50 fc illumination with a uniformity ratio of 0.60 (ratio of minimal illuminance over the area weighted average illuminance). Recessed ENERGY STAR®-compliant LED luminaires (2 x 4 ft) shall be used.

6. For lighting quality in all rooms, use luminaires with at least a color rendering index of 80 and minimum color temperature of 5,000K.

7. Facility-mounted exterior lighting controlled by a dawn-to-dusk photocell shall beprovided at all facility entryways. Photocell control circuits shall be on a dedicatedcircuit for lock-out/tag-out and maintenance reasons.

8. Poles and luminaires controlled by a photocell shall be provided for parking areaillumination.

9. Average illumination levels with a minimum uniformity ratio of 0.60 shall comply with the following:

a. Offices/break: 50 fcb. Trade/shop: 50 fcc. Bathrooms: 30 fcd. Janitor: 10 fce. Electrical: 30 fcf. Mechanical: 30 fcg. Hallway: 30 fc.

3.1.7.8.6 Emergency Egress Lighting1. An emergency generator and distribution system are not required for the 200E

Multi-Craft Maintenance Facility.

2. Exit and emergency egress lighting shall be provided and required to meet the minimumrequirements of NFPA 101®.

3. Each facility exit must be clearly visible and marked by an illuminated sign reading“EXIT.”

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 32 of 64


25

4. Each exit sign shall be illuminated to a surface value of at least 5 fc (54 lx) by a reliable light source and be distinctive in color. Self-luminous or electroluminescent signs that have a minimum luminance surface value of at least 0.06 foot-lamberts are permitted.

5. Emergency power pack illumination shall be provided for a minimum duration of 90 minin the event of a power failure for normal lighting. A separate unswitched “hot”conductor shall be provided for emergency lights.

6. Emergency lighting shall be arranged to provide initial illumination of not less than 1 fc(10.8 lx) average and a minimum at any point of 0.1 fc (1.1 lx) measured along the path of egress at floor level.

7. These emergency light levels can decline to a minimum of 0.6 fc (6.5 lx) average and 0.06 fc (0.65 lx) at any one point at the end of the 90-min emergency lighting duration.

8. For emergency lighting, the maximum illumination at any one point can be no more than30 times the minimum illumination to prevent excessively bright and dark spots.

9. A "NO EXIT" sign is needed where any door or passage is located or arranged so that itis not likely to be mistaken for an exit.

3.1.7.8.7 Special OutletsThe following lists the special outlets for the 200E Multi-Craft Maintenance Facility.

1. Multi-craft shop receptacles with dedicated supply circuit:

a. Two (2) each NEMA 208V, 60A three-phaseb. Two (2) each NEMA 240VAC, 50A.

2. Electrical shop receptacles with dedicated supply circuit:

a. One (1) each 480VAC, 100A three-phase, Appleton pin and sleeve standardservice for circuit breaker tester (as depicted in Figure 3-5).

Figure 3-5. Example of a Pin and Sleeve Standard Service Connector.

b. Two (2) each NEMA 208V, 60A three-phasec. Two (2) each NEMA 240VAC, 50Ad. Two (2) each NEMA 240VAC, 60A.

3. Lunchroom receptacles with unswitched dedicated supply circuit:

a. Two (2) each NEMA 240/120V, 50A – freestanding (Whirlpool®) electricrange and oven, manufactured with neutral terminal bonded to cabinet, use 4-wire50A power supply cord

b. Four (4) each NEMA 120V, 20A – upright freezer

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 33 of 64


26

c. Two (2) each NEMA 120V, 15A – range hoodd. Eight (8) each NEMA 120V, 20A – 1,000W microwave ovene. Three (3) each NEMA 120V, 20A – single-door refrigeratorf. Three (3) each NEMA 120V, 20A – double-door refrigerator;g. Three (3) each NEMA 120V, 20A – vending machineh. One (1) each NEMA 120V, 20A – television at 72 in AFF.

4. Carpenter shop receptacles with unswitched dedicated supply circuit:

a. Two (2) each NEMA 230V, 40A, 5HP – table sawsb. One (1) each NEMA 230V, 30A, 3HP – planerc. One (1) each NEMA 230V, 40A, 5HP – bandsawd. One (1) each NEMA 230V, 20A, 2HP – jointere. One (1) each NEMA 120V, 30A, 3HP – router tablef. Two (2) each NEMA 120V, 20A – chop sawsg. One (1) each NEMA 230V, 20A, 1HP – drill pressh. One (1) each NEMA 230V, 20A, 1.5HP – belt/disc sanderi. One (1) each NEMA 240V, 40A, 5HP – air compressor.

3.1.7.8.8 Convenience and Maintenance Outlets1. Receptacles shall be provided in each room as required by NEC®, except as noted below.

2. GFCI receptacles shall be provided in each restroom adjacent to lavatory sinks.

3. Weatherproof GFCI receptacles shall be provided outside each facility entrance.

4. Receptacles shall be provided in hallways every 12 ft.

5. Along the walls of all trade shop rooms, dedicated 120V, 20A duplex receptacles spaced6 ft on center shall be provided with the following two types of circuits. Type 1 andType 2 circuits shall be interspersed evenly in an alternating fashion around each room.

a. Circuit Type 1: (50%) These circuits shall have two receptacles on one dedicatedcircuit.

b. Circuit Type 2: (50%) These circuits shall have only one dedicated receptacle.

6. Large kitchen appliances such as refrigerators and stoves shall be Type 2 circuits.

3.1.7.8.9 Fire Alarm System1. The AE shall provide a 120VAC power circuit design to a new fire alarm panel. All

alarm wiring for valve tampering and fire water flow shall be provided from devices to the new fire panel.

3.1.7.9 Ventilation SystemThe AE shall provide HVAC system calculations, drawings and specifications for the HVAC system and other mechanical details for the new facility that comply with TFC-ENG-STD-07 as applicable for a non-nuclear facility. The implementing codes and standards for ventilation functions and components are found in TFC-ENG-STD-07, Table A-1, “Ventilation System Codes, Standards and Handbooks for Design/Procurement of Safety Significant and General Service Components” in the “Non-Nuclear Facilities” column. ASHRAE™ All new TOC

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 34 of 64


27

facility designs shall meet the DOE building energy codes program per the latest edition ofANSI/ASHRAE/IES Standard 90.1-2016. The HVAC system shall be designed based on the best available industry standards for meeting the controlled multi-zone applications (e.g., variable air volume (VAV) system) and requirements set in this document. The HVAC system shall be flexible enough to allow for adding or rearranging of zones as use changes. The drawings and specifications shall be stamped and signed by an engineer registered in the State of Washington after final approval from the TOC.

All zones must be calculated for one building peak time, usually 3 p.m. for an office building. Solar effects’ maximum loads in exterior zones depend on exposure—in a typical office building, east-facing zones peak from about 10 a.m. to noon, south-facing from noon to 2 p.m., and west- and north-facing from 3 to 6 p.m. (2017 ASHRAE Handbook – Fundamentals,Chapter 14, and TFC-ENG-STD-02 or TFC-ESHQ-FP-STD-02)

Indoor design conditions shall be determined for comfort or process requirements. The recommendation is designing for conditions of 75°F and 40 to 50% maximum relative humidity for comfort. For comfort heating, an indoor design temperature of 70 to 72°F is usually satisfactory.

The recommendation for the HVAC systems is six separate, independently-controlled heatpumps serving the following areas:

! Electrical shop and lunchroom

! Men’s and women’s restrooms, janitors’ closet and water heater room, office, tool crib, and instrument technicians’ shop

! Carpentry shop

! Insulators’/painters’ shop, paint storage, and insulators’ storage

! Multi-craft shop, mechanical/equipment storage, including the compressor and fire riser room

! Telecommunications/electrical room (ductless mini-split unit).The HVAC mechanical systems in the 200E Multi-Craft Maintenance Facility shall be designed, constructed, installed, inspected, and tested in accordance with the IAPMO/ANSI UMC, 2018Uniform Mechanical Code, (IAPMO/ANSI UMC 1 – 2018).

The HVAC mechanical systems in the 200E Multi-Craft Maintenance Facility shall have installed a “Take Cover Alarm, Ventilation and HVAC Shutdown Switch”. This switch will de-activate the building HVAC and ventilation in event of a “Take Cover Alarm”.

All heat pumps should be air-source type, capable of maintaining their associated areas at temperature limitations for design consideration, and shall follow the ASHRAE™ standards for HVAC applications. Heat pumps will be located outside the facility near the associated conditioned space and mounted on a structurally adequate housekeeping pad. Temperature control shall be accomplished with local thermostats (or zone-averaging thermostats placed at multiple locations throughout the conditioned space as required by the AE’s design).

The telecommunications/electrical room climate control shall be accomplished with a ductless mini-split air conditioner or heat pump capable of maintaining the telecommunications/electrical

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 35 of 64


28

room at a temperature between 70 and 75°F all year. The ductless mini-split system includes a separate, wall-mounted indoor unit (evaporator or heat pump) and an outdoor condenser unit that will be mounted outside the room on a structurally adequate housekeeping pad. The telecommunications/electrical room should have a local thermostat to control the room’s temperature.

Air handling equipment of greater than 2,000 CFM capacity is required to have duct smoke detection installed as required by NFPA 90A, Section 6.4. These smoke detectors will be installed to report directly to the fire alarm control unit which will transmit a signal to the HVAC controls to shut down the HVAC unit in which the smoke detector activated (HNF-36174).

3.1.7.10 Lunchroom Meeting RoomA site plan shall be prepared that shows a dimensional representation of building location and all known utilities in the affected area, access, etc. similar to Figure A-1.

3.1.7.11 Restrooms and Locker RoomsDrawings and detailed drawings required to install storage cabinets, sinks, urinals, toilets work tables, lockers, showers. etc. shall be prepared.

3.1.7.12 Office/Tool CribDesign and detail drawings required to install storage cabinets, work tables, etc. shall be prepared.

3.1.7.13 Instrument Tech ShopDesign and detail drawings required to install storage cabinets, work tables, etc. shall be prepared.

3.1.7.14 Multi-Craft ShopDesign and detail drawings required to install storage cabinets, work tables, etc. shall be prepared.

3.1.7.15 Insulators/Painters ShopDesign and detail drawings required to install storage cabinets, work tables, etc. shall be prepared.

3.1.7.15.1 Ventilated Work Areas1. The AE shall provide a design for the 200E Multi-Craft Maintenance Facility’s exhaust

systems in accordance with IAPMO/ANSI UMC 1 – 2018 for the following areas (with the quantity of users in parentheses):

a. Lunchroom stove hoods (2 fans)b. Women’s restrooms (1 fans)c. Men’s restrooms (1 fans)

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 36 of 64


29

2. Fume/dust hoods should be based on guidance in the current edition of ACGIH, Industrial Ventilation: A Manual of Recommended Practice for Design. In addition, should use ACGIH as the basis for sizing of ducting, hoods, slots, etc.

3. Both the women’s and men’s restrooms will be furnished with an exhaust fan that will be activated using a programmable timer.

4. The AE will perform an analysis to revise these estimates as the facility design matures.

3.1.7.16 Carpentry ShopThe AE shall prepare design and detail drawings for installation purposes showing details of equipment, workstation, cabinet and furniture placement, and vacuum and air drop system locations. The following workstations/equipment are to be supported by dust-collection drops, retractable cord reels, and air-supply stations and are to include:

! Two table saws (5 HP)! One planer (3 HP)! One bandsaw (5 HP)! One jointer (2 HP)! One router table (3¼ HP)! Two chop saws (3¼ HP)! One drill press (1 HP)! One belt/disc sander (1½ HP)

3.1.7.16.1 Dust Collection SystemThe AE shall prepare design and detail drawings for installation purposes showing details of dust collection system drop locations and vacuum equipment locations. An evaluation of dust collection system against NFPA 70® article 500 shall be performed and documented.

3.1.7.17 Paint Storage RoomThe AE shall prepare design drawings for installation purposes showing details of cabinet and furniture placement locations.

3.1.7.18 Insulator Storage RoomThe AE shall prepare design drawings for installation purposes showing details of cabinet and furniture placement locations.

3.1.7.19 Mechanical Equipment Storage RoomThe AE shall prepare design drawings for installation purposes showing details of cabinet and furniture placement locations.

3.1.7.19.1 Compressed Air SystemThe 200E Multi-Craft Maintenance Facility's compressed air system shall be designed,constructed, inspected, and tested in accordance with TFC-ENG-STD-47 and ASME B31.3. The system’s design pressure and temperature shall be 165 psig and 125°F, respectively. The compressed air distribution and condensate drain system’s piping and fittings shall be

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 37 of 64


30

constructed from Class 150 threaded 304/304L stainless steel. The compressed air system shall provide 120 psig clean, dry air to the following locations:

! Carpenters’ shop: 6 hose stations with regulators and lubricators! Electricians’ shop: 2 hose stations with regulators and lubricators! Insulators’/painter’s shop: 6 hose stations with regulators and lubricators! Multi-craft shop: 6 hose stations with regulators and lubricators! Instrument shop: 2 hose stations with regulators and lubricators! Mechanical/equipment storage room: 2 hose stations with regulators and lubricators.

The compressed air system shall be installed in the compressor area of the mechanical/equipmentstorage area (Room 11). The compressor area shall include a sump that receives condensatefrom the compressor, filters, receiver tank, and piping. A small condensate pump will transferthe condensate to a dry well and an infiltration trench (or similar) located outside the facility. (See TFC-ESHQ-ENV_RM-C-04.) The compressed air system shall employ the following equipment:

! Rotary screw compressor with integral inlet filter, oil separator tank, refrigerated-typedryer, and automatic condensate drain valve

! After-filter with differential pressure gauge and automatic condensate drain valve

! ASME™-certified and stamped (ASME, Boiler and Pressure Vessel Code [§VIII, Division1]) stainless steel air receiver tank with pressure safety valve, pressure gauge with valve, and automatic condensate drain valve.

3.1.7.20 Fire System Loop

The fire system line will loop the 200E Multi-Craft Maintenance Facility. A post-indicator valve will be placed in proximity of the facility’s northeast and southwest corners in accordance with NFPA 24. WRPS scope begins downstream of the post-indicator valve.

3.1.7.21 Water Heater Hot Water SystemThe AE shall prepare design drawings for installation purposes showing details of equipment.

3.1.7.22 Safety SystemsThe AE shall prepare design drawings for installation purposes showing details of equipment(e.g., eyewash, safety shower) per OSHA requirements and Title 29, Code of Federal Regulations, Part 1910, “Medical Services and First Aid” [29 CFR 1910.151(c)].

3.1.7.23 Electrical/Communication Systems DistributionThe AE shall prepare design drawings of the facility electrical distribution for installation purposes showing details of cabinet and furniture placement in the electrical/telephone room. The AE shall prepare design drawings for the facility electrical distribution system. The AE shall prepare design drawings for the facility communication systems distribution system.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 38 of 64


31

3.2 SYSTEM INTERFACES AND INTERFACE PERFORMANCE REQUIREMENTSThis section describes the external interface requirements for the 200E Multi-Craft Maintenance Facility, including interfaces with Hanford Site utilities and infrastructure which will be controlled formally through the use of interface control documents (ICD) or memoranda of understanding, as appropriate.

All ICDs will be developed in accordance with TFC-PLN-102 as needed, as interfaces are identified between the 200E Multi-Craft Maintenance Facility and existing infrastructure, facilities, or ongoing operations. As new requirements are developed through interface definition, the ICDs will be revised to reflect the changes.

3.2.1 Interface with Hanford Site Utilities/InfrastructureThe 200E Multi-Craft Maintenance Facility shall interface with existing Hanford Site utilities and infrastructure to support construction and operation of the facility.

3.2.1.1 Interface with Existing RoadwaysThe 200E Multi-Craft Maintenance Facility shall provide extensions to existing roadways from the facility’s boundary (e.g., road aprons that adjoin existing roadways to facility parking) that comply with Washington State Department of Transportation (WSDOT) M 41-10,. The construction workforce, facility operations workers, and equipment/materials will arrive at the 200E Multi-Craft Maintenance Facility by existing and extended roadways.

3.2.1.2 Interface with Existing Electrical Power GridThe 200E Multi-Craft Maintenance Facility shall interface with the existing Hanford Site electrical distribution system. The 200E Multi-Craft Maintenance Facility may require the extension of the existing 13.8 kV electrical power grid to the 200E Multi-Craft Maintenance Facility boundary. Depending on final facility location and power requirements, the existing electrical distribution system may require upgrades. Assessment and definition of interface requirements for the 200E Multi-Craft Maintenance Facility substation shall occur following preliminary site selection and definition of electrical loads. The primary interface for the electrical distribution system shall occur through the Hanford Site utilities group responsible for onsite power distribution.

3.2.2 MaterialsThis section specifies particular system requirements for use of material and parts and for processes in the design of the 200E Multi-Craft Maintenance Facility and equipment.

1. Requirements of TFC-ESHQ-Q_C-C-03 shall be applied to the selection and procurement of the 200E Multi-Craft Maintenance Facility equipment.

2. Materials used shall be non-combustible and corrosion resistant in the environment inwhich they will be used including consideration for chemical, galvanic, or other reactionsthat can occur between materials.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 39 of 64


32

3.2.3 ConcreteThe following requirements shall apply to concrete installed at the 200E Multi-Craft Maintenance Facility.

1. Design and construction of concrete structures shall comply with ACI 301, ACI 318, and ASTM C94/C94M-18.

2. Welded wire fabric for reinforced concrete shall comply with ASTM A1064 / A1064M -18a.

3. Steel reinforcement bars shall comply with ASTM A615 / A615M - 18e1.

3.2.4 Structural Material1. All steel structural material shall comply with AISC 325.

2. Structural welding and welder qualification shall meet the requirements of AmericanWelding Society (AWS) D1.1/D1.1M.

3.2.5 Piping and ValvesThe following shall be applied to any piping and valves that are to be installed as part of the 200E Multi-Craft Maintenance Facility.

3.2.5.1 Piping1. General piping shall comply with the requirements found in TFC-ENG-STD-47 and

ASME B31.9 unless piping system design criteria exceeds the limits of the code then the requirements found in ASME B31.3 apply.

2. Piping shall be designed for replacement, or shall be permanently installed and have aservice life equal to the facility life.

3. Piping and piping components shall be made of materials compatible with operatingconditions (i.e., chemicals and abrasives).

4. Piping design shall consider seismic requirements and hydraulic shock pressures.

3.2.5.2 ValvesValves shall comply with ASME B31.9, ASME B31.3, and ASME B16.34 as applicable.

3.2.5.3 Bolts and FastenersAll structural bolts shall comply with AISC 325.

3.2.5.4 Coatings1. The 200E Multi-Craft Maintenance Facility walls, floors, and ceilings in areas that may

become contaminated shall have special coatings or liners that facilitate decontamination.

2. Seams and surfaces shall be sealed to minimize the potential for migration ofcontamination into the concrete.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 40 of 64


33

3. Where protective coatings are necessary, the coating shall meet the followingrequirements.

a. Protective coatings shall be selected and applied with consideration of the environments in which the components or assemblies will be subjected.

b. Protective coatings shall be non-combustible and shall consider general cleaning processes.

c. Protective coatings shall comply with manufacturer’s specifications or industrystandards for preparation, application, curing, and maintenance of the coatings.

d. Protective coatings shall serve their intended functions over the design life of theequipment.

3.2.6 Electromagnetic Radiation1. The 200E Multi-Craft Maintenance Facility design shall comply with electromagnetic

radiation emission requirements set forth in RPP-13211, Electromagnetic Compatibility and Electrical Noise Control for the DOE Hanford Site, as applicable, and include as a minimum the following standards:

a. Equipment installation and wiring practicesb. Radio frequency interference susceptibility.

2. The electrical system and the monitoring and control system shall comply with the following standards:

a. Limiting Electrical Noise: The 200E Multi-Craft Maintenance Facility shall be designed to limit effects of electrical noise on instrumentation and controls.

b. Electric Field Protection: The 200E Multi-Craft Maintenance Facility control circuit functions shall be protected from electric field intensities of 30 V/m or greater in the frequency range of 20 to 1000 mega-hertz (MHz) by shielding or administrative controls.

3.2.7 Name Plates and Product Marking1. The 200E Multi-Craft Maintenance Facility project upgrades, subsystem, equipment, and

material shall comply with the nameplate and labeling requirements in TFC-ENG-STD-12. Human factor engineering guidelines for addressing labeling considerations are contained in Section 3.3.7.

2. The 200E Multi-Craft Maintenance Facility shall identify components requiring labeling by unique numbers traceable to facility design documents and procedures.

3. The 200E Multi-Craft Maintenance Facility shall use labels and markings constructed from materials compatible with the conditions normally incident to the environment of their application.

4. The 200E Multi-Craft Maintenance Facility shall place labels and marking on, or as near as possible to, components requiring labeling in prominent locations that do not interfere with equipment operation.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 41 of 64


34

4.0 REFERENCES

18-10-044, 2019, Stormwater Management Manual for Eastern Washington, Washington State Department of Ecology, Richland, Washington.

29 CFR 1910.151(c), “Medical Services and First Aid,” Code of Federal Regulations, as amended.

AASHTO, 1993, AASHTO Guide for Design of Pavement Structures, American Association of State Highway and Transportation Officials, Washington, D.C.

ACGIH, 2016, Industrial Ventilation: A Manual of Recommended Practice for Design, 29th

Edition, American Conference of Governmental Industrial Hygienists, Cincinnati, Ohio.

ACI 301, 2016, Specifications for Structural Concrete, American Concrete Institute, Farmington Hills, Michigan.

ACI 318, 2014, Building Code Requirements for Structural Concrete, American Concrete Institute, Farmington Hills, Michigan.

ACI 360R, 2010, Guide to Design of Slabs-on-Ground, American Concrete Institute, Farmington Hills, Michigan.

AISC 325, 2017, Steel Construction Manual, 15th Ed., American Institute of Steel Construction, Chicago, Illinois.

ANSI C12.1-2014, 2016, American National Standard for Electric Meters—Code for Electricity Metering, American National Standards Institute, Inc., Washington, D.C., and National Electrical Manufacturers Association, Rosslyn, Virginia.

ANSI/ASHRAE/IES Standard 90.1-2016, 2016, Energy Standard for Buildings Except Low-Rise Residential Buildings, American National Standards Institute, Inc., Washington, D.C.,American Society of Heating, Refrigeration, and Air Conditioning Engineers, Atlanta, Georgia, and Illuminating Engineering Society, New York, New York.

ANSI/NEMA C84.1-2016, 2016, American National Standard for Electric Power Systems and Equipment –Voltage Ratings (60 Hertz), American National Standards Institute, Inc., Washington, D.C., and National Electrical Manufacturers Association, Rosslyn, Virginia.

ASCE/SEI 7-16, 2017, Minimum Design Loads and Associated Criteria for Buildings and Other Structures, American Society of Civil Engineers, Reston, Virginia.

ASHRAE, 2017, 2017 ASHRAE Handbook –Fundamentals, American Society of Heating, Refrigeration, and Air Conditioning Engineers, Atlanta, Georgia.

ASHRAE 90-1975, 1975, Energy Conservation in New Building Design, American Society of Heating, Refrigeration, and Air Conditioning Engineers, Atlanta, Georgia.

ASME B16.34 – 2017, Valves — Flanged, Threaded, and Welding End, American Society of Mechanical Engineers, New York, New York.

ASME B31.3, 2016, Process Piping, American Society of Mechanical Engineers, New York, New York.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 42 of 64


35

ASME B31.9, 2017, Building Services Piping, American Society of Mechanical Engineers, New York, New York.

ASTM A1064 / A1064M - 18a, 2018, Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete, ASTM International, West Conshohocken, Pennsylvania.

ASTM A615 / A615M - 18e1, 2018, Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement, ASTM International, West Conshohocken, Pennsylvania.

ASTM C94 / C94M - 18, 2018, Standard Specification for Ready-Mixed Concrete, ASTM International, West Conshohocken, Pennsylvania.

ASTM C1077 – 17, 2017, Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation, ASTM International, West Conshohocken, Pennsylvania.

ASTM D740 – 11, 2011, Standard Specification for Methyl Ethyl Ketone, ASTM International, West Conshohocken, Pennsylvania.

ASTM D2487 – 17, 2017, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System, ASTM International, West Conshohocken, Pennsylvania.

ASTM D3740 – 12a, 2012, Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction, ASTM International, West Conshohocken, Pennsylvania.

ASTM E329 – 18, 2018, Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection, ASTM International, West Conshohocken, Pennsylvania.

ASTM E548, 1994, Standard Guide for General Criteria Used for Evaluating Laboratory Competence, ASTM International, West Conshohocken, Pennsylvania.

AWS D1.1/D1.1M, 2015, Structural Welding Code – Steel, American Welding Society, Miami, Florida.

AWS D1.6/D1.6M, 2017, Structural Welding Code – Stainless Steel, American Welding Society, Miami, Florida.

Construction Specifications Institute, 2018, MasterFormat, 2018 Edition, Construction Specifications Institute, Alexandria, Virginia.

DOE-0359, 2018, Hanford Site Electrical Safety Program (HSESP), Rev. 4, U.S. Department of Energy, Richland, Washington.

DOE O 413.3B, 2010, Program and Project Management for the Acquisition of Capital Assets, U.S. Department of Energy, Washington, D.C.

DOE O 420.1C, 2012, Facility Safety, U.S. Department of Energy, Washington, D.C.

DOE-STD-1020-2002, 2002, Natural Phenomena Hazards Design and Evaluation Criteria for Department of Energy Facilities, U.S. Department of Energy, Washington, D.C.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 43 of 64


36

DOE-STD-1066-99, 2001, Fire Protection Design Criteria, U.S. Department of Energy, Washington, D.C.

DOE-STD-1066-2012, 2012, Fire Protection, U.S. Department of Energy, Washington, D.C.

DOE-STD-1189-2008, 2007, Integration of Safety into the Design Process, U.S. Department of Energy, Washington, D.C.

H-2-830460-9 Rev 18, Site Map Potable Water System 200 East Enlarged Plan

H-2-830461-9 Rev 12, Site Map Raw Water System 200 East Enlarged Plan

H-2-837329-9 Rev 0, Site Map Sanitary Sewer 200 East Enlarged Plan

HNF-36174, 2014, DOE Fire Protection Handbook – Hanford Chapter, Rev. 4, Mission Support Alliance, Richland, Washington.

IAPMO/ANSI UMC 1 – 2018, 2018, 2018 Uniform Mechanical Code, International Association of Plumbing and Mechanical Officials, Ontario, California.

IAPMO/ANSI UPC 1 – 2015, 2015, 2015 Uniform Plumbing Code, International Association of Plumbing and Mechanical Officials, Ontario, California.

IBC 2015, 2017, 2015 International Building Code, International Code Council, New York, New York.

IEEE 493-2007, 2007, IEEE Recommended Practice for the Design of Reliable Industrial and Commercial Power Systems, Institute of Electrical and Electronics Engineers, New York, New York.

IEEE C37.13-2015, 2015, IEEE Standard for Low-Voltage AC Power Circuit Breakers Used in Enclosures, Institute of Electrical and Electronics Engineers, New York, New York.

IFC 2015, 2015, 2015 International Fire Code, International Code Council, New York, New York.

Illuminating Engineering Society, 2011, The Lighting Handbook, 10th ed., Illuminating Engineering Society, New York, New York.

Metal Building Manufacturers Association, Inc., 2012, Metal Building Systems Manual, Metal Building Manufacturers Association, Cleveland, Ohio.

NEC 230.95, 2017 National Electrical Code®, National Fire Protection Association, Quincy. Massachusetts.

NEMA 250-2018, 2018, Enclosures for Electrical Equipment (1000 Volts Maximum), National Electrical Manufacturers Association, Arlington, Virginia.

NEMA PB 2-2011, 2012, Deadfront Distribution Switchboards, National Electrical Manufacturers Association, Arlington, Virginia.

NFPA 13, 2019, Standard for the Installation of Sprinkler Systems, National Fire Protection Association, Quincy, Massachusetts.

NFPA 24, 2019, Standard for the Installation of Private Fire Service Mains and Their Appurtenances, National Fire Protection Association, Quincy, Massachusetts.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 44 of 64


37

NFPA 70®, 2017, National Electrical Code®, National Fire Protection Association, Quincy, Massachusetts.

NFPA 72®, 2016, National Fire Alarm Code and Signaling Code®, National Fire Protection Association, Quincy, Massachusetts.

NFPA 90A, 2018, Standard for the Installation of Air-Conditioning and Ventilating Systems, National Fire Protection Association, Quincy, Massachusetts.

NFPA 101®, 2018, Life Safety Code®, National Fire Protection Association, Quincy, Massachusetts.

NFPA 820, 2016, Standard for Fire Protection in Wastewater Treatment and Collection Facilities, National Fire Protection Association, Quincy, Massachusetts.

RPP-13211, 2010, Electromagnetic Compatibility and Electrical Noise Control for the DOE Hanford Site, Rev. 01, Washington River Protection Solutions, LLC, Richland, Washington.

RPP-PLAN-62800, 2019, Pre-Conceptual Feasibility Study of the 200E Multi-Craft Maintenance Facility, Rev. 0, Washington River Protection Solutions, LLC, Richland, Washington.

MSC-PRO-EU-478, Rev. 1, Chg. 0, “Electrical Utilities Customer Service Requests Process”,Mission Support Alliance LLC, Hanford Mission Support Contract, Richland, Washington.

MSC-PRO-WS-27075, Rev. 1, Chg. 0, “Hanford Site Public Water System Tie-In”, Mission Support Alliance LLC, Hanford Mission Support Contract, Richland, Washington.

MSC-PRO-WS-60983, Rev. 0, Chg. 0, “MSA Managed Sanitary Sewer System Tie-In” Mission Support Alliance LLC, Hanford Mission Support Contract, Richland, Washington.

SK-2-400387 SH 001, 2019, “New Maintenance Facility Site Evaluation Overall Site Plan,” Rev. 0, U.S. Department of Energy, Office of River Protection, Richland, Washington.

SK-2-400387 SH 002, 2019, “New Maintenance Site Evaluation Architectural Floor Plan,” Rev. 0, U.S. Department of Energy, Office of River Protection, Richland, Washington.

SK-2-400337 SH 003, 2018, “New Maintenance Site Evaluation Foundation Plan,” Rev. 0, U.S. Department of Energy, Office of River Protection, Richland, Washington.

SK-2-400337 SH 004, 2018, “New Maintenance Facility Kitchen Detail & Elevations Overall Site Plan,” Rev. 0, U.S. Department of Energy, Office of River Protection, Richland, Washington.

SK-2-400387 SH 003, 2019, “New Maintenance Facility Site Evaluation Architectural Elevations,” Rev. 0, U.S. Department of Energy, Office of River Protection, Richland, Washington.

TFC-BSM-IRM_DC-C-07, “Vendor Processes,” Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-DESIGN-C-01, “Development of System and Subsystem Specifications,” Washington River Protection Solutions, LLC, Richland, Washington.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 45 of 64


38

TFC-ENG-DESIGN-C-25, “Technical Document Control,” Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-DESIGN-C-34, “Technical Requirements for Procurement,” Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-DESIGN-C-42, “Design Requirements Compliance Matrix,” Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-STD-07, “Ventilation System Design Standard,” Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-STD-10, “Drawing Standard,” Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-STD-12, “TOC Equipment Identification Numbering and Labeling Standard,” Rev. E-3, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-STD-15, “Standard for Raceway Systems and Flexible Cords & Cables,” Rev. C-5, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-STD-31, “Electrical Distribution Studies,” Rev. A-3, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-STD-41, “Electrical Installations,” Rev. A-6, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-STD-45, “Design and Installations for Potentially Flammable Atmospheres”, Rev B-2, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-STD-51, “Vendor Calculation Standard”, REV A-0, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ESHQ-ENV_RM-C-04, “Water Discharge in Tank Farm Facilities,” Rev. C-0, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ESHQ-FP-STD-02, “Fire Protection Design Criteria,” Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ESHQ-FP-STD-06, “Fire Hazard Analysis and Fire Protection Assessment Requirements,” Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ESHQ-Q_C-C-03, “Control of Suspect/Counterfeit Items,” Washington River Protection Solutions, LLC, Richland, Washington.

TFC-PLN-102, “TOC Interface Management Plan,” Washington River Protection Solutions, LLC, Richland, Washington.

UL, 2019, Fire Resistance Directory, UL, Northbrook, Illinois.

WAC 51-11C, “State Building Code Adoption and Amendment of the 2015 Edition of the International Energy Conservation Code, Commercial,” Washington Administrative Code, as amended.

WAC 197-11, “SEPA Rules,” Washington Administrative Code, as amended.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 46 of 64


39

WAC 246-272B, “Large On-Site Sewage System Regulations,” Washington Administrative Code, as amended.

WAC 296-46b, “Electrical Safety Standards, Administration, and Installation,” Washington Administrative Code, as amended.

WIDS, Waste Information Data System [WIDS], Queried 12/11/2018, [200 CP],

WSDOT M22-01.16 “Design Manual,” Washington State Department of Transportation February 2019

WSDOT M 41-10, “Standard Specification for Road, Bridge, and Municipal Construction,” Washington State Department of Transportation.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 47 of 64


A-i

APPENDIX A –

PRELIMINARY FACILITY SKETCHES

CONTENTSFigure A-1. Pre-Conceptual Site Layout for the 200E Multi-Craft Maintenance Facility. ....... A-1

Figure A-2. Pre-Conceptual Floor Plan for the 200E Multi-Craft Maintenance Facility. ......... A-2

Figure A-3. Pre-Conceptual Structural Floor Plan and Details for the 200E Multi-Craft Maintenance Facility.............................................................................................. A-3

Figure A-4. Pre-Conceptual Kitchen Detail and Elevations for the 200E Multi-Craft Maintenance Facility.............................................................................................. A-4

Figure A-5. Pre-Conceptual Architectural Elevations for the 200E Multi-Craft Maintenance Facility. .................................................................................................................. A-5

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 48 of 64


A-1

Figure A-1. Pre-Conceptual Site Layout for the 200E Multi-Craft Maintenance Facility.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 49 of 64


A-2

Figure A-2. Pre-Conceptual Floor Plan for the 200E Multi-Craft Maintenance Facility.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 50 of 64


A-3

Figure A-3. Pre-Conceptual Structural Floor Plan and Details for the 200E Multi-Craft Maintenance Facility.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 51 of 64


A-4

Figure A-4. Pre-Conceptual Kitchen Detail and Elevations for the 200E Multi-Craft Maintenance Facility.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 52 of 64


A-5

Figure A-5. Pre-Conceptual Architectural Elevations for the 200E Multi-Craft Maintenance Facility.

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 53 of 64


B-i

APPENDIX B –

SITE HISTORY AND CURRENT USE

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 54 of 64


B-1

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 55 of 64


B-2

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 56 of 64


B-3

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 57 of 64


B-4

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 58 of 64


B-5

Figure B-1. Google® View of 2704HVArea and Proposed Build Site.

Figure B-2. Google View of Proposed Build Site.

Build Site

Build Site

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 59 of 64


B-6

Figure B-3. Aerial Photograph of Site ID# 1555/Site Code 200 CP Looking West.

(The aerial photograph 37273-20 above shows the 218-E-10 Burial Ground and the open gravel pit on the outside of the 200-East Area perimeter fence [near the top of the photograph].

Date: 1964-08-19.)

Figure B-4. Aerial Photograph Depicting the Gravel Pit and OpenExcavation with Waste Looking North.

(The aerial photograph 0692608-61 above shows the gravel pit and open excavation with waste, looking north. Date: 1969-08-26.)

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 60 of 64


B-7

Figure B-5. Aerial Photograph of Waste at Site ID# 1555/Site Code 200-CPLooking Southeast.

Figure B-6. Aerial Photograph of Waste at Site ID# 1555/Site Code 200-CP (Center and Northeast Side of Open Pit.

(The aerial photograph 0692608-62 above shows waste in the open pit and removal of gravel from the other pit lobe. Date: 1969-08-26.)

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 61 of 64


B-8

Figure B-7. Large Pit Located at the North End of the Proposed Site.

(The photograph above shows a large pit located at the north end of the site. Date: 1999-08-11.)

Figure B-8. Proposed Site Looking North from the 2407HV Parking Lot.

(The photograph above shows the site looking north from the 2407HV parking lot. Date: 1999-08-11.)

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 62 of 64


B-9

Figure B-9. The 200 CP Pit Looking North.

(The photograph above shows the 200 CP pit looking north. Date: 2004-05-04.)

Figure B-10. Metal Post in North End of the Gravel Pit.

(The photograph above shows a single metal post in the north end of the gravel pit. Date: 2004-05-04.)

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 63 of 64


B-10

Figure B-11. The 200 CP Pit Looking East.

(The photograph above shows the 200 CP pit looking east. Date: 2004-05-05.)

RPP-SPEC-62803 Rev.00 4/22/2019 - 12:53 PM 64 of 64

Date post:	23-Mar-2021
Category:	Documents
Upload:	others
View:	14 times
Download:	0 times