PROJECT NO. 2016-175 STATE LIBRARY-ARCHIVES BUILDING

PREDESIGN REPORT ADDENDUM

In fullfillment of requirements of the 2018 Capital Budget (Section 1003 - SSB 6090) and RCW 43.82.10(6)

DECEMBER 2018

Legislative Building PO Box 40220 Olympia, WA 98504-0220 Tel 360.902.4151 Fax 360.586.5629 www.sos.wa.gov

December 7, 2018

The Honorable Members of the Washington State House of Representatives and Senate 416 Sid Snyder Ave SW Olympia, WA 98501

Dear Legislators:

It is my honor to present you with the addendum to the 2016 -Archives Building predesign. This report is based on the 2018 Capital Budget directive for a new facility to replace the current Washington State Library facility and to provide for needed archives storage. While the 2016 Predesign recommended a site where the current state modular building stands adjacent to the state Records Center, the site was not available. The 2018 Legislature directed that either the new facility be built next to the 40 year old modular building or a new site be considered. The latter was pursued and a new site also in Tumwater was chosen. This site will also provide us with the opportunity to meet the intent of RCW 43.82.10(6) which “encourages the colocation and consolidation of state services into single or adjacent facilities…”

The Library-Archives building will bring together the unique collections of the State Library and State Archives along with other divisions of my office currently dispersed across six locations in Thurston County. Consolidation of these services in a LEED® designed state-of-the-art facility will:

• restore the preservation of our state’s historical documents to modern archival standards; • provide flexibility to adapt our storage needs as agencies progress with electronic records storage; • result in a more energy efficient facility; and • significantly improves public access to historical documents, records and government publications managed by my office.

This report incorporates previous predesign work for the former Heritage Center, builds on the completed 2016 predesign and includes a site recommendation, program consolidation plan, cost estimates and bond capacity to build and operate the new Library-Archives facility.

Your support for this project, including the design and engineering phase, is critical in order to have the facility groundbreaking by the 130th anniversary of statehood in in November 2019.

Thank you for your consideration.

Kim Wyman Secretary of State [d] Washington State Archives & Library Predesign Acknowledgements

PREDESIGN PROJECT OVERSIGHT Mark Neary, Assistant Secretary of State Patrick McDonald, Facility Manager and SOS Project

ADVISORY GROUP

OFFICE OF THE SECRETARY OF STATE Kim Wyman, Secretary of State Steve Excell, Washington State Archivist Terry Badger, Deputy Archivist Cindy Aden, State Librarian Sean Lanksbury, PNW and Special Collections Librarian Tsering Cornell, Director of Corporations Lori Augino, Director of Elections Stephanie Horn, Special Programs Director

DEPARTMENT OF ENTERPRISE SERVICES Debra Delzell, DES RFQ Manager

CONSULTANTS SRG Partnership, Lead Consultants and Architects Magnuson Klemencic Associates, Structural Engineers WSP Parsons Brinckerhoff, Mechanical/Electrical Engineers AHBL, Civil Engineers Site Workshop, Landscape Architect WT Partnership, Cost Estimator Washington State Archives & Library Predesign Table of Contents

1.0 Executive Summary ���������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 1 1.1 Study Purpose �������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 1 1.2 Proviso Language ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������ 1 1.3 Project Financing Consideration �������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 3 1.4 Background ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������ 4 1.5 Recommendation ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������ 5

2.0 Project Analysis ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������ 9 2.1 Operational Needs (Refer to the 2016 predesign) ���������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 9 2.2 Site Selection Alternatives & Recommendation ���������������������������������������������������������������������������������������������������������������������������������������������������������� 9 2.2.1 Exploring Alternatives �������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 9 2.2.2 Ownership vs. Leasing (refer to the 2016 Predesign) ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 9 2.2.4 Selecting Alternative ���������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 9 2.2.5 Scope & Project Description of Preferred Alternative �������������������������������������������������������������������������������������������������������������������������������� 9 2.2.6 Issues Identification (Refer to the 2016 Predesign) ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������10 2.2.7 Prior Planning & History (Refer to the 2016 Predesign) ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������10 2.2.8 Stakeholders (Refer to the 2016 Predesign) ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������10 2.2.9 Project Description ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������10 2.2.10 Implementation Approach (Refer to the 2016 Predesign) ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������10 2.2.11 Project Management (Refer to the 2016 Predesign) ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������10 2.2.11.2 Methods of Delivery ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������10 2.2.11.3 Schedule ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������11

3.0 Program Analysis ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������15 3.1 Assumptions ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������15 3.2 Existing Facilities Inventory �����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������15 3.3 Space Needs Assessment ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������16 3.4 Space Requirements ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������16 3.5 Future Space Requirements ���������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������28 3.6 Codes & Regulations ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������28 3.6.1 Zoning Analysis ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������28 3.6.2 Building Codes & Design Criteria ��������������������������������������������������������������������������������������������������������������������������������������������������������������������29 3.6.3 Comprehensive Plans (Refer to the 2016 Predesign) ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������29

[i]  4.0 Site Analysis ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������33 4.1 Evaluating Potential Sites ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������33 4.1.1 Tumwater Site ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������33

5.0 Project Budget Analysis ������������������������������������������������������������������������������������������������������������������������������������������������������������������������39 5.1 Major Assumptions ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������39 5.1.1 Description of Existing Programs and Facilities ������������������������������������������������������������������������������������������������������������������������������������������41 5.1.2 Alternatives and Consequences of Not Proceeding With Preferred Alternative ������������������������������������������������������������������������������42 5.2 Related Budget To Scope Of Work ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������43 5.3 Effective Utilization Of Space ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������43 5.4 Cost Planning Vs. Cost Estimating ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������43 5.5 Funding Sources and Methods ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������44

6.0 Master Plan & Policy Coordination (Refer to the 2016 Predesign) ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������ 49

7.0 Facility Operations & Maintenance Requirements (Refer to the 2016 Predesign) ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������ 53

8.0 Project Drawings, Diagrams & Narratives ����������������������������������������������������������������������������������������������������������������������������������������57 8.1 Site Plans, Building Plans, Building Volumes ��������������������������������������������������������������������������������������������������������������������������������������������������������������57 8.2 Civil Narrative �������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������62 8.3 Landscape Narrative ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������64 8.4 Structural Narrative ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������66 8.5 Architectural Narrative ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������68 8.6 Mechanical, Electrical, & Plumbing Narrative ������������������������������������������������������������������������������������������������������������������������������������������������������������69 8.6.1 Mechanical, Electrical and Plumbing Utilities ��������������������������������������������������������������������������������������������������������������������������������������������69 8.6.2 Heating, Ventilation, & Air Conditioning ��������������������������������������������������������������������������������������������������������������������������������������������������������69 8.6.3 Plumbing ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������74 8.6.4 Fire Protection ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������76 8.6.5 Electrical ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������82 8.6.6 Fire Alarm ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������85 8.6.7 Lighting ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������86 8.6.8 Telecommunications ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������89 8.6.9 Electronic Access Controls & Video Surveillance ��������������������������������������������������������������������������������������������������������������������������������������96

9.0 Legislative Mandates (Refer to the 2016 Predesign) ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������101

[ii] Washington State Archives & Library Predesign 10.0 Appendix ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 105 10.1 Predesign Checklist ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 105 10.2 Enabling Legislation ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 108 10.3 Agency Compliance with Greenhouse Gases and Emissions Limits (Refer to the 2016 Predesign) �������������������������������������������������������������������������������������������������������������������������������������������������������������108 10.4 Letters From DAHP Regarding The Impact Of Potential Sites On Cultural Resources ����������������������������������������������������������������������������� 109 10.5 C-100 Back-up Information ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 110 10.6 Consultant Cost Estimate - Tumwater Site at 7300 Linderson Way ����������������������������������������������������������������������������������������������������������������� 120 10.7 Secretary of State 10-Year Capital Plan, 2017-2027 ����������������������������������������������������������������������������������������������������������������������������������������������� 140 10.7.1 Agency Strategic Plan (Refer to the 2016 Predesign) ������������������������������������������������������������������������������������������������������������������������������������������������������������������140 10.7.2 Organizational Structure (Refer to the 2016 Predesign) ������������������������������������������������������������������������������������������������������������������������������������������������������������������140 10.7.3 Current Facilities and Their Condition (Refer to the 2016 Predesign) ������������������������������������������������������������������������������������������������������������������������������������������������������������������140 10.7.4 Changes from Previous Capital Plans (Refer to the 2016 Predesign) ������������������������������������������������������������������������������������������������������������������������������������������������������������������140 10.7.5 Results Washington (Refer to the 2016 Predesign) ������������������������������������������������������������������������������������������������������������������������������������������������������������������140 10.7.6 Deferred Maintenance Backlog Reduction Plan ������������������������������������������������������������������������������������������������������������������������������������� 140 10.12 Tumwater Town Center Plan ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 140 10.13 Topographic Survey ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 148 10.14 Hydrogeology Report ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 150 10.15 Geotechnical Feasibility Study ������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 152 10.16 Department of Ecology Soils Report ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 180 10.16 1995 Texaco Site Drainage Plan ����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 198

11.0 References ��������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������� 203

[iii]  [iv] Washington State Archives & Library Predesign 1 Executive Summary THIS PAGE INTENTIONALLY LEFT BLANK.

[vi] Washington State Archives & Library Predesign 1.0 Executive Summary

1.1 Study Purpose 1.2 Proviso Language The Secretary of State’s Office, working with SRG The budget proviso in SSB 6090 authorizing this adden- Partnership, the Department of Enterprise Services, and dum directs the Secretary of State’s office to either build the Office of Financial Management, recently presented around the modular building or find a new site. Building a a predesign to build a new facility at the modular building new structure around a 40 year old modular facility was site in Tumwater, Washington. After the predesign was unfeasible after analysis undertaken by SRG consulting, completed, the site in Tumwater was no longer available. DES and the Secretary of State’s office. The decision was The legislature presented the Secretary of State’s office with made to pursue a new site and after exhaustive analysis, the the opportunity to build at a different location and after a site in Tumwater on Linderson and Tumwater Boulevard, complete analysis of alternative building sites, a site on the across from the Department of Corrections and Labor and northeast corner of Tumwater Boulevard SW and Linderson Industries, was chosen. While the site requires more prepa- Way SW in Tumwater was chosen. ration than the modular building site, the location provides for better connection between nearby state agencies, the This predesign addendum is a departure from the 2106 state’s Record Center, and closer access to mass transit predesign in its recommendation of a site west of the and I-5. The site also provides an opportunity to utilize preferred site in Tumwater, Washington, rather than the adjacent facilities, such as the New Market Skills Center modular building. The Linderson Way site offers advantages and the Brighton Park Grange facilities to further the work of over the modular building site and none of the issues that the state’s library and archives. had become obstacles to constructing the proposed facility on the modular building site. Currently, divisions within the Office of the Secretary of State (OSOS) are located in separate leased facilities It is also the goal of the Secretary of State’s office to meet throughout Olympia and Tumwater. Consolidating all six the co-location and consolidation requirements of RCW facilities into a new Library-Archives Building creates the 43.82.10(6)1. Included in this predesign are the best efforts opportunity to reallocate current annual rent payments of of those involved to collocating services, enhance public $2,180,291 into one facility. This new facility is financed, in accountability, preserve Washington’s heritage, and provide part, through a Certificate of Participation (COP $103M) and a facility to accommodate future growth and technologi- a 2018 Legislative Appropriation of $5 million for design. cal changes while being environmentally responsive and Additionally, the office will request a recording fee increase responsible. of $2.00 on documents filed at County Auditors’ Offices. In addition to the $2 fee increase is the transfer of the $.50 Both the 2016 predesign and this addendum fulfills the fee which funded the COP for the Digital Archives facility in requirements set forth in the 2015 and 2018 capital budgets Cheney, Washington. The Digital Archives debt was paid in by including program needs, site evaluation, project full during FY 2018. funding, records maintenance efficiencies, and recommen- dations necessary to reach LEED® certification of Silver or higher.

1 RCW 43.82.10(6) It is the policy of the state to encourage the collocation and consolidation of state services into single or adjacent facilities, whenever appropriate, to improve public service delivery, minimize duplication of facilities, increase efficiency of operations, and promote sound growth management planning.

Executive Summary [1] CURRENT OFFICE AND STORAGE USAGE

Space Programming Gross Square Feet Remarks

Washington State Archives 47,900 State Facility

Washington State Library 42,668 PVT Owned

Washington State Elections 10,668 PVT Owned

Special Programs – Admin/Fiscal/HR/IT 7,238 In Library Building

Federal Publications Storage 6,382 State Facility

Corporation and Charities Division 17,000 State Facility

Records Center Annex 25,000 PVT Owned

Total 156,856

FUTURE OFFICE AND STORAGE USAGE

Space Programming Gross Square Feet Remarks

Conference Rooms 4,900

Offices 36,159

Public Areas 12,550

Secured Storage 62,300

Staff Area 7,494

Infrastructure 20,060

Circ, Walls, Partitions, Structure 31,492

Total for Tumwater Site 174,955

[2] Washington State Archives & Library Predesign 1.3 Project Financing Consideration Exhibit A provides the details of the facilities referenced above. Exhibit B documents the current lease agreements The 2015 and 2018 Legislatures authorized the Secretary within each division. Both tables are located on the next two of State to undertake a predesign which includes site pages. selection and extensive program analysis. The Secretary of State has directed an effort to collocate six facilities in The Total Available resources to finance a COP in 2021 is Thurston County into one building, in accordance with RCW $4 million per year. This amount increases to $6.7 million in 43.82.10(6). The tenants would be the State Library, State 2024 after existing COP’s are satisfied and those resources Archives, Corporations and Charities Division, Elections can be redirected to the Library/Archives building. Division, Operations Division, and Special Programs. Each program currently pays rent for the facilities currently occupied. Debt schedules based on both of these assumptions are included in Exhibit B. The debt schedules were based on a 25 year instrument with a face value of 4.01% as estimated Currently, divisions within the Office of the Secretary of by the Washington State Treasurers Office. State (OSOS) are located in separate leased facilities throughout Olympia and Tumwater. Consolidating all six facilities into a new Library-Archives Building creates the An important element of the financing strategy for the new opportunity to reallocate current annual rent payments of Library-Archives facility is for the Secretary of State’s office $2,180,291 into one facility. This new facility is financed, in to own the entire facility. This is already being done with part, through a Certificate of Participation (COP $103M) and four regional archives in Cheney, Ellensburg, Bellevue, and a 2018 Legislative Appropriation of $5 million for design. Bellingham, and the Talking Book and Braille Library in Additionally, the office will request a recording fee increase Seattle. of $2.00 on documents filed at County Auditors’ Offices. In addition to the $2 fee increase is the transfer of the $.50 fee which funded the COP for the Digital Archives facility in Cheney, Washington. The Digital Archives debt was paid in full during FY 2018.

Executive Summary [3] EXHIBIT A - FACILITY DETAIL

BUILDING ADDRESS BUILDING OWNER REPORTED LEASE LEASE END CURRENT CURRENT NAME SQUARE FEET START DATE DATE MONTHLY YEARLY RENT (NET) RENT

Archives Bldg 1129 Washington St SE, Department of Enterprise 47,900 7/1/2017 6/30/2019 $31,214.83 $374,577.96 Olympia Services

Elections 520 Union Ave SE, Sami Company LLC 10,668 7/1/2015 6/30/2020 $19,465.45 $233,585.40 Building Olympia

Library Annex 7510 New Market ST Department of Enterprise 6,382 7/1/2017 6/30/2019 $3,930.25 $47,163.00 SW, Tumwater Services

Dolliver 801 Capitol Way, Department of Enterprise 17,000 9/20/2000 6/30/2021 $32,583.33 $390,999.96 Building Olympia Services

Records 8009 River Drive, Kaufman Development LP 25,000 8/1/2015 8/1/2020 $11,750.00 $141,000.00 Center Annex Tumwater

Washington 6880 Capitol Blvd SE, Vine Street Investors LLC 49,904 1/1/2017 12/31/2021 $82,747.07 $992,964.84 State Library Tumwater

156,854 $181,690.93 $2,180,291.16

1.4 Background The Secretary of State is the state’s chief supervisor of the State Archives, State Library, Corporation and Charities filing, and Elections Division. As such, it is the responsibility of the Secretary of State to collect and preserve the histori- cal records of the state, make those records and books available for research, coordinate the implementation of the state’s records management, oversee profit and charity incorporations, and provide oversight of the state’s election process.

For further information on the background of this project, please refer to CH 1.4 of the 2016 Predesign.

[4] Washington State Archives & Library Predesign EXHIBIT B - DEBT PAYMENT PLAN

Annual Rent/Revenue/Funding Source

Year Cheney New $2 Elections 001 Corps 407 Library 14E Records Archives Total $103,000,000 Shortfall COP .50 recording Rent Rent Rent 441/006 441/006 Available (Excess) RCW fee Rent 36.22.175

2019 $795,296 $1,590,591 $2,385,887 $2,337,414 $48,473 1

2020 $797,289 $3,189,156 $3,986,445 $6,535,625 $(2,549,180)

2021 $799,282 $3,197,128 $3,996,410 $6,546,125 $(2,549,715) 2

2022 $801,280 $3,205,120 $155,724 $260,667 $714,221 $96,820 $377,452 $5,611,284 $6,546,250 $(934,966) 3

2023 $803,283 $3,213,132 $233,585 $391,000 $1,071,332 $145,230 $566,178 $6,423,740 $6,541,125 $(117,385)

2024 $805,292 $3,221,168 $233,585 $391,000 $1,071,332 $421,230 $574,800 $6,718,407 $6,540,500 $177,907

2025 $807,305 $3,229,220 $240,847 $391,000 $1,071,332 $421,230 $574,800 $6,735,734 $6,534,125 $201,609

2026 $809,323 $3,237,292 $240,847 $391,000 $1,071,332 $421,230 $574,800 $6,745,824 $6,531,750 $214,074

2027 $811,346 $3,245,384 $240,847 $391,000 $1,071,332 $425,387 $581,000 $6,766,296 $6,528,000 $238,296

2028 $813,375 $3,253,500 $240,847 $391,000 $1,103,472 $425,387 $581,000 $6,808,581 $6,527,500 $281,081

2029 $815,408 $3,261,632 $248,100 $391,000 $1,103,472 $425,387 $581,000 $6,825,999 $6,520,000 $305,999

2030 $817,447 $3,269,788 $248,100 $391,000 $1,103,472 $425,387 $581,000 $6,836,194 $6,520,125 $316,069

2031 $817,490 $3,269,960 $248,100 $391,000 $1,103,472 $425,387 $581,000 $6,836,409 $6,512,500 $323,909

2032 $821,539 $3,286,156 $248,100 $391,000 $1,136,576 $430,075 $586,200 $6,899,646 $6,511,750 $387,896

2033 $823,593 $3,294,372 $248,100 $391,000 $1,136,576 $430,075 $586,200 $6,909,916 $6,507,375 $402,541

2034 $825,652 $3,302,608 $248,100 $391,000 $1,136,576 $430,075 $586,200 $6,920,211 $6,499,125 $421,086

2035 $827,716 $3,310,864 $255,543 $391,000 $1,136,576 $430,075 $586,200 $6,937,974 $6,496,500 $441,474

2036 $829,785 $3,319,140 $255,543 $391,000 $1,136,576 $430,075 $586,200 $6,948,319 $6,493,875 $454,444

2037 $831,860 $3,327,440 $255,543 $391,000 $1,170,673 $439,697 $586,200 $7,002,413 $6,485,875 $516,538

2038 $833,939 $3,335,756 $255,543 $391,000 $1,170,673 $439,697 $591,350 $7,017,958 $6,482,000 $535,958

2039 $836,018 $3,344,072 $255,543 $391,000 $1,170,673 $439,697 $591,350 $7,028,353 $6,476,625 $551,728

2040 $838,097 $3,352,388 $263,309 $391,000 $1,170,673 $439,697 $591,350 $7,046,514 $6,469,250 $577,264

2041 $840,176 $3,360,704 $263,309 $391,000 $1,205,793 $439,697 $591,350 $7,092,029 $6,464,250 $627,779

2042 $842,255 $3,369,020 $263,309 $391,000 $1,205,793 $447,738 $591,350 $7,110,465 $6,456,000 $654,465

2043 $844,334 $3,377,336 $263,309 $391,000 $1,205,793 $447,738 $591,350 $7,120,860 $6,448,875 $671,985

2044 $846,413 $3,385,652 $263,309 $391,000 $1,205,793 $447,738 $596,500 $7,136,405 $6,442,125 $694,280 1. New fee to start July 2019 2. Shortfall covered with fund 407 contribution of $6M 3. Move in Nov. 2021 - 8 months rent

1.5 Recommendation The Tumwater site is preferable not only because of lower construction and long-term operating costs, but also It is recommended that the Washington State Library, because it has the ability to consolidate separate divisions Washington State Archives, Corporations and Charities into a single location near the state’s Records Center, Division, Division of Elections, Special Programs Division, and other state agencies. The Tumwater site is also large off-site rental storage for the State Library and State enough for future needs Most significant is the location of Archives, and Secretary of State Operations (Fiscal, Human the secure storage for the new facility. At the Tumwater site, Resources, etc.), consolidate from six facilities into a single- secure storage is above ground, but behind well-fortified and collocated site at Tumwater Boulevard and Linderson walls. This ensures easy access to environmental systems Way in Tumwater. Current and future program needs are and assures future expansion without the need for major identified in Section 3.0 of this predesign addendum. excavation.

Executive Summary [5] THIS PAGE INTENTIONALLY LEFT BLANK.

[6] Washington State Archives & Library Predesign 2 Project Analysis THIS PAGE INTENTIONALLY LEFT BLANK.

[8] Washington State Archives & Library Predesign 2.0 Project Analysis

The need for a new facility has been critical for the past for highly regulated variable temperature secure storage decade. While the operational needs have changed little, and public access to research materials requires a state- substandard facilities and inadequate infrastructure inhibit of-the- art facility which cannot be achieved by merely the ability of the office to operate at the most optimum level. renovating current facilities. Both the Library and Archives store overflow materials in off-site leased space forcing staff to travel long distances to retrieve documents. The public is also forced to drive between the Library and Archives when 2.1 Operational Needs undertaking research at great cost in both energy and time (Refer to the 2016 predesign) driving between the two facilities.

2.2.2 Ownership vs. Leasing 2.2 Site Selection Alternatives & (refer to the 2016 Predesign) Recommendation As directed by the Legislature, the Secretary of State’s Office undertook an exhaustive analysis of potential sites 2.2.3 Effects of No Action with the assistance of the Department of Enterprise (Refer to the 2016 Predesign) Services and utilizing previous analysis by SRG Partnership in 2006, 2007, 2010, 2016, and 2018. While 14 sites were 2.2.4 Selecting Alternative considered, most were ruled out due to their inability to accommodate a large combined office building and provide Based on a thorough analysis of operational needs, budget for potential further expansion or modifications. To deter- capacity, and proposed alternatives, the location on mine the best site, the following criteria were considered: Tumwater Boulevard and Linderson Way in Tumwater is the preferred site. • Access to the site to include proximity to major highways and bus routes Further discussion concerning site selection can be found in the 2016 Predesign. • Adequate parking for patrons and staff • Site preparation and construction costs • Highest and best use of the site 2.2.5 Scope & Project Description • Program needs of Preferred Alternative • Capability to construct and operate a facility allowing The preferred site, located in Tumwater, would be a mix of for repayment of construction bonds without adversely cleared and wooded land. The site would require regrading impacting agency operations and fill to level the site and conform to groundwater and • Site availability storm retention standards. New utilities and road infrastruc- • Future expansion and facility updating capabilities ture are currently available. Any trees removed from the site would be repurposed in the new facility or recycled. • Ability to consolidate facility and staff functions All large trees removed would be replaced on the site with a 2:1 ratio. There are no facilities on the site and a recent 2.2.1 Exploring Alternatives SEPA analysis on the grounds, once used as a Texaco oil No other alternatives, such as renovation, back filling, or storage facility, found the site clear of contaminates and rearrangement of current facilities would achieve, in a ready for development. fiscally prudent manner, consolidation and collocating goals that a new Library-Archives building would. The need

Project Analysis [9] It is anticipated that, with legislative approval, a Library- (Refer to the 2016 Predesign) Archives building in Tumwater could be ready to occupy as early as November 2021. 2.2.8 Stakeholders Construction of a new facility is included in several 10-year (Refer to the 2016 Predesign) capital plans submitted by the Secretary of State’s office. The most recent 10-year plan, completed in September 2.2.9 Project Description 2016, is included in the appendix of the 2016 predesign. LEGISLATIVE AND EXECUTIVE INTENT The new facility planned for the Linderson Way/Tumwater The 2018 legislature approved design funds for this project. BLVD site will also embrace sustainability and LEED®- The 2019 legislature will be asked to authorize the Secretary based design and construction guidelines. Building of State’s office to enter into a COP Legislative action will be materials, environmental systems, and construction needed to authorize the funding for design and construc- methods will be utilized that enhance the quality of life for tion of the facility in Tumwater, with ownership of the new customers and staff while decreasing the new building’s facility under the Secretary of State’s Office. carbon footprint. The project will adhere closely to the pertinent sections of RCW 39.94.020 and section 7008 of the 2015 Capital Budget Act by insuring that the facility is designed and built through a collaborative, environmentally 2.2.10 Implementation Approach conscious process, and considers the entire lifecycle of the (Refer to the 2016 Predesign) building. As noted in section 6.3.1 of this report, the generic floor layout in the office spaces should allow for optimal 2.2.11 Project Management use of floor space, simpler more efficient air distribution, (Refer to the 2016 Predesign) and maximization of natural light for areas where natural light does not degrade the collections. Other sustainable elements include: 2.2.11.2 Methods of Delivery As specified by 2EHB 1115, section 1002(4), construction • Limiting the number of interior columns must be procured using a performance-based method • Achieving LEED® Silver or higher certification including design-build or design-build-operate-maintain. Both of these, plus design-bid-build and general contractor/ • Providing alternate transportation choices to include construction manager are considered and analyzed in this bike lockers, shower facilities, and close proximity to bus report. Comparisons between Methods of Delivery can be stops. found in section 2.2.11.2 of the 2016 Predesign. • Minimizing the impact on water runoff from the site • Utilizing solar energy resources RECOMMENDATION • Replacing any large trees removed for construction at a As noted previously, GC/CM is preferred for complex 2:1 ratio. projects and was recommended for the original Heritage Center plan. It creates a more collaborative design and con- The Tumwater sites also allows for future facility growth struction team by having both involved during the design without the need to acquire more land. phase. The GC/CM is selected based on qualifications, then on cost, which places the contractor as the central manager of a very complex project. The schedule can be acceler- 2.2.6 Issues Identification ated, GC/CM shares risk for project by guaranteeing cost, (Refer to the 2016 Predesign) and architectural errors and omissions are greatly reduced resulting in far less expensive and detailed change orders.

2.2.7 Prior Planning & History

[10] Washington State Archives & Library Predesign 2.2.11.3 Schedule For the new Tumwater location, a compressed design plan before ground breaking will commence and take about 12-14 months to include public meetings, program input, and fine tuning of the final design.

Construction should take place over 22 months at the new Tumwater site. This includes land improvements and grad- ing of the site..

LIBRARY-ARCHIVESLibrary-Archives BUILDING Building DESIGN & CONSTRUCTION Design & SCHEDULEConstruc�on - 7300 LINDERSON Schedule SITE

18 19 20 21 ND JFMAMJJASOND JFMAMJJASOND JFMAM J J A S O N Design 123456789 10 11 12 Schema�c Design Schema�c Design Review & Approval Select GC/CM Design Development Design Development Review & Approval Value-engineering Analysis Constructability Review Construc�on Documents Construc�on Documents Review & Approval Land Use & Permi�ng Bid Period Construc�on 123456789 10 11 12 13 14 15 16 17 18 19 20 21 22 1 Mobiliza�on and Set-5 Days 2 Site Clearing -20 Days 3 Earthwork -15 Days 4 Exc/Import 3' Str Fill -40 days 5 Std Strip/Pad Founda�ons-46 Days 6 Mats-25 Days 7 Storm Water Treatment-30 Days 8 Water Supply-10 Days 9 Slab on Grade-70 Days 10 Concrete Structure and Upper Floors-40 Days 11 Elevator Pits-10 Days 12 Concrete Shear Walls- 5 Days 13 Structural Steel Upper Floors-25 Days 14 Metal Deck and Concrete Upper 15 Steel Frame Roof/Decking System (Flat Roof)-175 Days 16 Exterior Wall System and Cladding -77 Days 17 Exterior Glazing-45 Days 18 Interior GWB Walls-108 Days 19 Ceiling Finishes Drywall-45Days 20 Interior CMU Walls-30Days 21 Interior Glazed Walls-55 Days 22 Interior Wall Finishes Paint/Tile/Acous�c -110 Days 23 Interior Wall Finishes Paint-Storage Areas-70 Days 24-Floor Finishes Concrete Sealer or Hardener-10 Days 25-Floor Finishes Carpet/Tile-30Days 26 Ceiling Finishes Acous�cal Ceiling-64 Days 27 All Systems Rough-in-140 Days 28 All Systems Finish/Trim-60 Days 29 Equipment and Furnishings 30 Punch list/System Tes�ng/Demobli�on-60 Days

Project Analysis [11] THIS PAGE INTENTIONALLY LEFT BLANK.

[12] Washington State Archives & Library Predesign 3 Program Analysis THIS PAGE INTENTIONALLY LEFT BLANK.

[14] Washington State Archives & Library Predesign 3.0 Program Analysis

The 2016 Predesign by SRG and the Secretary of State’s Office identified program needs for a new facility. The project will allow for moving long-term archival and Library storage space onto compact shelving, achieving a more economical use of storage space.

3.1 Assumptions While past assumptions in the 2016 Predesign remain valid, aside from the site selection, the up date will move all the previous divisions into the new facility except for the state’s Record Center which will remain at the Modular Building site.

The 2016 Predesign went into detail concerning the difference between previous designs and this analysis can be found in section 3.1 of that report.

3.2 Existing Facilities Inventory Existing facilities will be replaced with the new Library- Archives Building in Tumwater remains the same except for exclusion of the Records Center. These are part of the State Facility Inventory System (FIS) and are properly coded in the FIS.

EXISTING FACILITIES INVENTORY

Building Name Address Building Owner Condition

Archives Building 1129 Washington St SE, Olympia Department of Enterprise Services Fair

Dolliver Building 801 S. Capitol Way, Olympia Department of Enterprise Services Good

Elections Building 520 Union Ave SE, Olympia Sami Company LLC Good

Library Annex 7510 New Market ST SW, Tumwater Department of Enterprise Services Fair

Records Center Annex 8009 River Drive, Olympia Kaufman Development LP Good

Washington State Library 6880 Capitol Blvd SE, Tumwater Vine Street Investors LLC Good

Program Analysis [15] 3.3 Space Needs Assessment humidity requirements for a Library-Archives Building and the long-term life span of the structure require operating In preparation for this predesign, an exhaustive program- costs and life-cycle costs to be a priority consideration ming and space needs assessment was undertaken by the during design and construction. Proper planning, design, Secretary of State’s Office. This space planning process and construction that include life-cycle cost analysis and conforms to the Secretary of State’s Office six-year and energy efficiency measures will keep the operating costs ten-year plans for collocating and consolidating divisions of the building and the climate control system manageable within the Office. Both DES’s Space Allocation Guidelines while providing for the unique demands associated with and internal office space use and planning guidelines were major public Libraries and Archives. utilized in the development of the space needs assessment. A major element of this planning considered consolida- tion of conference rooms and meeting space and other multi-agency use space (restrooms, break room, etc.). The following square footage shows the net and gross square feet to include an overall listing by space use and a break- down by program.

3.4 Space Requirements The chart on the following pages illustrate the function of each space and its programs. Creating a consolidated space for the Washington State Library and Archives is of critical importance to the State of Washington, the public, researchers, patrons, and private industry who require read- ily available research materials. A single facility will create a streamlined approach, providing both cost savings and operational efficiencies. The project will also incorporate space, currently leased for the Secretary of State’s fiscal, Special Programs, Corporations, Charities, and Elections offices, into the new facility.

This analysis has demonstrated a clear need to change from the substandard facilities currently housing the Library, Archives, Corporations, and Elections Divisions to more flexible and efficient space. It has also revealed that the only viable cost-effective option which also provides an upgraded Archives facility and better layout for the library is to construct a new jointly-occupied building. The new space would consolidate the number of support facilities (conference rooms, restrooms, public areas) and create a stronger working relationship between the state Archives and Library.

According to Pacifico and Wilsted (2009), “Archival collec- tions are considered permanent and irreplaceable, and building structures and systems must be designed with long life expectancies” (p. 23). The unique temperature and

[16] Washington State Archives & Library Predesign TOTALLibrary/Archives Program Areas DESIRED PROGRAM 9/6/18 2:32 PM Tumwater Blvd & Linderson Site Type Primary Use Section # Size NSF Total NSF Notes

Includes NSF programming PLUS other program allowances typically NSF+ considered non‐net area or calculated within net‐to‐gross conversions. Conference Rooms 4,900 Set up in classroom style with 25 computer workstations. Desks not Initiative Check/Computer Training Elections CR 1 1,000 1,000 against walls, one station is permanent for supervisor and at one end. Classroom /Combined Direct link to Lobby. Large conference room with storage area and kitchenette. Direct link to CR Conference Room‐Large Combined 1 1,400 1,400 lobby area. 150 seats in classroom set up. Next to Medium Conference Room CR Conference Room‐Medium Lib/Arch 1 600 600 30‐35 around a conference table (Near Lib/Archives Exec. Offices)

12‐14 around a conference table ‐ Break down and use as call center for CR Conference Room‐Small Combined 1 350 350 elections every four years ‐ Feb ‐ December in Pres Election years. Have connection for multiple telephones, near elections offices CR Conference Room‐Medium Combined 1 550 550 25 around a conference table in secure office area 25 around a conference table ‐ Near or directly connected to lobby CR Conference Room‐Medium Combined 1 550 550 area. Dividing wall with Large Conference Room CR Conference Room ‐ Small Combined 3 150 450 Round table with four chairs throughout secure office areas (Like DES) Offices 36,159 Area for printers and copiers in open area with cabinets for office Off Copier‐Printer Space Combined 4 150 600 supplies ‐ one per major program area: Archives, Library, Corporations, Elections, Operations Off Facilities Offices Facilities 1 168 168 Facilities Mgr. Off Facilities Cubicles Facilities 4 64 256 Custodians (2), Maintenance, Grounds Keeper Off Facilities WK & Circ Facilities 5 72 360 Open work space 3' File cabinet 3' circ with 3' Table x 6' long Off IT Office IT 1 168 168 Secure Access ‐ Next to Server Room in closed work area Secure Access ‐ Next to Server Room in closed work area. In separate Off IT Cubicles IT 18 64 1,152 room Open work space. One 3' Vertical File Cabinet 3' circ 3' Table x 8' long Off IT WK & Circ IT 19 55 1,045 against wall for computer buildout workspace for four. Include multiple plugs and network connections and shelving at build‐out station. Off Operations Director Operations 1 240 240 Operations DIR Off Operations Offices Operations 4 168 672 Budget MGR, Fin. Svs. MGR, Acct. Supv., Payroll. Secure Access ‐ No Public Access, individual 5' high walled workstation‐ Off Operations Cubicles Operations 16 64 1,024 not open workstations. Off Operations WK & Circ Operations 21 60 1,260 Space for four 3' vertical file cabinets and 4' circ Off HR DIR Office HR 1 240 240 Secure Access ‐ HR DIR ‐ HR office in an enclosed secure suite Off HR Asst DIR Office HR 1 168 168 Secure Access ‐ HR ASST DIR ‐ HR office in an enclosed secure suite

Off HR Cubicles HR 4 64 256 Secure Access ‐ No Public Access w/copier ‐ in an enclosed secure suite

Add 4 Vertical File Cabinets + 4' circ with copier and cabinet‐workspace Off HR WK & Circ HR 6 60 360 next to copier (in an enclosed secure suite)

Secure Access ‐ No Public Access, HR DIR ‐ Round table in center of Off HR Interview Room HR 1 100 100 room and single book case, located just outside door to HR offices. Branch Svs MGR, Libr. Dev. MGR., Central Services MGR, Fed. Collection Off Library Staff Offices Library Staff 4 168 672 MGR. Tech Services, Lib Dev, R&D, Public Services, Lib Branches ‐ Includes 4 Off Library Staff Cubicles Library Staff 33 64 2,112 volunteer stations (smaller cubicles) Open work space. Add a wall of six 3' vertical file cabinets, four 36" Off Library Staff WK & Circ Library Staff 37 72 2,664 bookshelves. Archives ‐ Off Mgmt. Offices 2 240 480 Librarian, Archivist Secure Access ‐ No Public Access w/o escort. Main/Lib Archives ‐ Dep. Librarian, Deputy Archivist. Secure Access ‐ No Public Access w/o Off Mgmt. Offices 2 168 336 Main/Lib escort. Archives ‐ Off Mgmt. Cubicles 2 64 128 Admin Assts Library/Archives Main/Lib Archives ‐ Off Mgmt. WK & Circ 6 55 330 Open work space. two‐ 3' vertical files, 5' circ Main/Lib Records Mgmt. ‐ work area to process microfilm and temporary Off Security Microfilm Mgr. Archives ‐ Main 1 240 240 storage cabinets, connected to security microfilm vault Processes smaller projects at work stations and larger projects using Off Archives Imaging Archives ‐ Main 5 100 500 scanner room Open workstations with desktop for scanners ‐ Same room with Library Imaging but separated. Next to Scanner Rooms

Off Archives (interns) Archives ‐ Main 4 64 256 Open workstations for college interns

Page 1 of 6 Program Analysis [17] Library/Archives Program Areas 9/6/18 2:32 PM Tumwater Blvd & Linderson Site Type Primary Use Section # Size NSF Total NSF Notes

Digitizes small to large newspapers. Open workstations with books shelf and deep shelving for holding items to be processed. Combined Off Library Digital Collections / Scanners Library 3 100 300 with Archives Imaging workspace but in separate section of the room since items to be scanned are different.

Off Records Mgmt. S/L WK & Circ Archives ‐ Main 5 100 500 Open work space with workstations. Can be in general office area. Desk and work area, in secure area, shelving one layer deep for Off Records Mgmt Office Archives ‐ Main 1 168 168 processing Archives ‐ Main Secure Access ‐ off Research Room Open area with large work table Off Archives ‐ Research Spt 5 80 400 and SW and 4‐3" wide book shelves, 3 ‐ 3' wide vertical shelving. Open work space. Room is directly connected with research room. Archives ‐ SW Off Archives ‐ Research Spt Wk/circ 6 72 432 May or may not include rare books staff and connection to library rare Mgmt. books vault. Off Archives ‐ Digital Archives 2 100 200 Workstation near scanner space Off Archives ‐ Communication Archives 1 64 64 Next to Archivist & Dep. Arch. in cubicle

Off Archives ‐ Communication WK & Circ Archives 1 72 72

Secure Access ‐ No Public Access. Work tables & deep shelving. Access on one side to the conservation/preservation lab and on the other to Off Acquisition and Processing Room Archives 1 500 500 the secure storage space for state Archives and SW Archives. 200 SF Storage Room. Acquisition and Processing Off Archives 2 100 200 In Acquisition and Processing Room Workstations Near mail room if possible, but not necessary. Can be in open Off Acquisition Processing Cubicles Library 3 100 300 workspace with other library programs. Three cubicles with open work area for sorting of incoming books and unpacking boxes. Limited access, deep shelving to receive large donations and book Off Acquisition Processing Area Library 1 360 360 collections before processing items.

Off Acquisition Wk. & Circ Library 3 72 216

Off Library Chat Room Library 1 200 200 Enclosed office with research chat functions Corporations & Charities Division Corporations & Off 1 240 240 Division Director with Conf table Office ‐ DIR Charities Corporations & Front Desk Manager, Dep Dir, Charities Manager, Operations, Corporations & Charities Division Off Charities 6 168 1,008 Production Services Manager, Customer Relations. Offices near Offices Division employee teams In general office area with secure lobby with no general access except Corporations & Corporations & Charities Division for customer service personnel. (6) Customer service personnel [(4) Off Charities 57 64 3,648 Cubicles customer service & (2) Apsotille] off public lobby. Three windows with Division workstations and three other workstations with 4' separation.

Corporations & Separate cubicles with 5' high walls. Group in separate sections, three 3' Off Corp. & Charities WK & Circ Charities 64 60 3,840 vertical file cabinets, space for outgoing mail (2'x 6' worktable), 4' Division separation

Corporations & Off Corp. Telephone Team Charities 15 64 960 Sound‐proof room. Place near Corporations work area Division Corporations & Off Corp. Telephone Team Circ Charities 15 72 1,080 5' Tall wall cubicles not open to other cubicles Division Off Elections Offices‐DIR Elections 1 240 240 Directors office with conf table. Secure Access Off Elections Offices Elections 4 168 672 Asst Director, (2) Program Managers Cubicles need to have a lot of desktop space. Secure Access, 10x7 Off Elections Cubicles Elections 22 70 1,540 cubicles Place a small and medium conference room nearby. Elections storage Off Elections WK & Circ Elections 26 64 1,664 area needs to be connected to this space. Also room for a dedicated mail processing, Secure Access Workroom with central sorting tables, no cubicles. Secure Access ‐ No Public Access near mail room. Separate workroom ‐ no cubicles ‐ six 3' Off SP Open Workroom Spec Programs 1 550 550 vertical file cabinets, two tables, two 8'x3' sorting tables, and four work stations Secure Access ‐ No Public Access. Separate Room. Four regular and two Off Legacy Open Workroom Legacy Project 1 550 550 smaller intern desks. Work area with a central circular work table, three 3' vertical file cabinets, 2‐3'wide bookshelves, 7x3' cabinet Off Community Program Director Comm. Prog 1 168 168 Near Legacy & Special Programs private office Disperse throughout secure area offices. 50 NSF ea. personal retreat Off Quiet Rooms All 6 50 300 area

[18] Washington State Archives & Library Predesign

Page 2 of 6 Library/Archives Program Areas 9/6/18 2:32 PM Tumwater Blvd & Linderson Site Type Primary Use Section # Size NSF Total NSF Notes Public Areas 12,550

Initial entry to building with posted security station and info desk, PA Entry foyer ‐ Reception Area Combined 1 1,800 1,800 display space, reception area.

Controlled access to archives standards, some open shelving, large tables for researchers, off reading room with staff desk to support PA Archives Research Room Archives 1 1,200 1,200 researchers split room like in Alaska. Likely to use historic tables from present Archives room ‐ no natural light Family History, Genealogy, Part of Reading Room, includes newspaper microfilm cabinets, Polk PA Library 1 1,000 1,000 Newspaper Collection Directories, Historical and Census documents/microfilm, pamphlets. Main reception desk for Lib/Arch research areas, circulation collection and reference, phone books, legal reference, Journals, NW Collection, Library Reading Room Open PA Library 1 8,500 8,500 Historic Reference Collections, newspapers and periodicals, computer Collections terminals, microfiche readers, seating area and large tables. Lots of natural light Archives ‐ Lockers for storage of patron backpacks, etc. Monitored by library PA Public locker Space 1 50 50 Main/SW Lib staff. Near research room entry desk. Can be wall of lockers.

Program Analysis [19]

Page 3 of 6 Library/Archives Program Areas 9/6/18 2:32 PM Tumwater Blvd & Linderson Site Type Primary Use Section # Size NSF Total NSF Notes Secured Storage 62,300

Documents, Microfilm, microfiche. Secure Access. 9 shelves high compact shelving with static shelves around edge. Floor load 300 PSF. SS Federal Collection Library 1 10,000 10,000 Includes four map cases and space for processing and cataloguing. Approximate box numbers = 34,000

Secure Access ‐ No Public Access. Temperature and humidity controlled (60°/35%), non‐aqueous fire system. 9 shelves high compact shelving. SS Archives‐Main Main Storage Area Archives ‐ Main 1 30,000 30,000 Floor load 300 PSF. 80% compact, 20% fixed shelving. Use of docket filing system for 10% of collection. Includes space previously identified as State Historic Documents. Approximate box numbers = 102,000

Secure Access ‐ No Public Access. Temperature and humidity controlled (60°/35%), non‐aqueous fire system. 9 shelves high double‐deep compact shelving. Floor load 300 PSF. Contains plans collection. 80% SS Archives ‐ SW Main Storage Area Archives ‐ SW 1 8,000 8,000 compact, 20% fixed shelving. Use of Docket filing system for 35% of collection. Maps and floor plans for SW will be stored in this area. Does not need to be in separate space from main archives, but in distinct separate area. Approximate box numbers = 27,200

Federal, state, and local maps, flat storage drawers for small and large maps, posters, & plans. Secure access. Temperature and humidity SS Map, Poster, and Plan Collection Library/Arch 1 1,600 1,600 controlled (60°/35%), non‐aqueous fire system. Mixed sizes, large table in center to lay out documents. 80% Library, 20% Archives

Archives ‐ Open grate shelving and processing work space. Items go from frozen SS Photo Holding Room ‐ 40 Degrees 1 200 200 Main/SW Lib state to this space for holding 24‐48 hours.

Archives ‐ SS Photo Vault ‐ 54 Degrees 1 300 300 Secure storage for photo storage Main/SW Lib Archives ‐ SS Photo Vault ‐ Frozen 1 200 200 Storage of Nitrate Negatives (17°/35%) Walk In Freezer Main/SW Lib

1,300 sf storage / 800 sf cubicle & work area ‐ Limited Public Access. Rare Books and Bindery, Manuscripts/ Pvt Papers, Folios. Temperature and humidity controlled, non‐aqueous fire system. Six‐shelf high single deep non‐compact shelving and specialized archival storage. NW Special Collection and Rare Temperature and humidity controlled (65°/35%), non‐aqueous fire SS Books (storage + 2 cubicles and Library 1 2,100 2,100 system. Floor load 300 PSF. Cubicle area should be outside room and processing area) may be connected to research room staff area. Cubicle large enough for two desks and two long tables with a set of deep shelving for processing rare documents and doing repairs to books and manuscripts and bindery equipment. Approximate box numbers = 1,500.

Secure Access ‐ No Public Access, State Publications, Journals (processed and unprocessed), periodicals, Newspapers, and clippings. 7 SS Secure Collection Library 1 8,000 8,000 shelves high ‐ 33% compact shelving 67% static deep shelving for large documents. No natural light in storage. Approximate box numbers = 5,400

Separate storage vault attached to Security Microfilm Manager's work area. 65 degrees with 40% humidity. Standard compact shelving, PAS / AR & Security Microfilm Archives ‐ SS 1 1,700 1,700 climate control, non‐aqueous fire system for back‐up microfilm for Storage Main/SW state and local records. Manager in separate office and is accounted for in office section.

Storage area off IT workroom. 24" shelving on one wall with 14" SS IT Storage Room IT 1 200 200 shelving on the other two walls with central 24x48 high work table.

[20] Washington State Archives & Library Predesign

Page 4 of 6 Library/Archives Program Areas 9/6/18 2:32 PM Tumwater Blvd & Linderson Site Type Primary Use Section # Size NSF Total NSF Notes Staff Areas 7,494 Kitchen with full layout of shelving, two large fridges and two freezers, four microwaves, two sinks and two dishwashers, two small refrigerators for allergies, large prep space not in front of microwaves, SA Lunch/Break Room Combined 1 1,000 1,000 etc.. Split room in half with one side a quite room with small tables and the other for larger groupings of people who want to talk. Place appliances in the center with full exhaust on both sides of split room. Green Screen, sound proof. Use for recording, staff interviews, oral Legacy, Library, SA Audio/Video Studio/Conversion Lab 1 900 900 histories, 200 sf dedicated to A/V conversion lab, 250 sf storage. 80% Main Archives Archives, 20% Library.

Off loading dock to accept wet, insect, or mold contaminated records. Pre‐accessing Fumigation capable with dehydration equipment. Off loading dock Archives ‐ SA Room/Conservation/Preservation Lab 1 800 800 connected to Archives acquisition room. Large shelving, freezer, other Main/SW and Work Area equipment to decontaminate items if needed. Need special ventilation or hood above large processing table, deep sink. Two rooms.

Storage and work area only. Open to outside with floor sink and SA Grounds Storage and Supplies Facilities 1 150 150 washable walls. Be able to drive in riding lawn mower and house grounds equipment. Storage racks for lawn equipment. Workspae for repairing equipment, assembly area, construction. Deep SA Facilities Work Room Facilities 1 300 300 shelving, tool equipment storage. Located off mailroom.

Sorting area, and supply room. Secure Access ‐ No Public Access ‐ Direct Access to smaller dedicated Loading Area and Lib Acquisitions. Large work tables with under table storage. Central table for sorting and another area for processing outgoing mail. Area for two sets of mail SA Mailroom Combined 1 600 600 slots, one for incoming office mail (14 boxes ‐ 15" deep 15" high 10" wide) and 75 boxes in a separate area for outgoing mailing for depository libraries. This will include an area of deep shelving to hold documents for distribution.

SA Mailroom Cubicles Combined 1 64 64 Open cubicles in mailroom work area

Shelving on one wall but mostly open space for furniture and equipment temporary holding. Off mail room with large or double SA Surplus Room Combined 1 200 200 doors. Could open to outside near mailroom door. For gathering surplus items to be sent to state surplus. Secure Access ‐ No Public Access, work areas, scanners divided by black curtain, dark walls. Breakup in light isolated rooms (one jumbo scanner Archives‐ SA Scanners 1 800 800 and five desk top scanners), Deep shelving to hold items for scanning. Main/SW/LIB Space for carts bringing in and taking out scanned items. Work stations accounted for in Office‐Archives Imaging.

1 each for men/women, outside of Secure Storage area, accessible to SA First Floor Staff Restrooms Combined 2 250 500 staff only.

SA Second Floor Staff Restrooms Combined 4 300 1,200 2 each for men/women, on opposite ends of staff area.

SA Single‐Occupant Restroom Combined 1 80 80 Near staff restrooms on level 2.

Near staff locker room, w/sink, small refridgerator, & cabinet for SA First Aid/Lactation Room Combined 1 100 100 storage.

1 each for men/women connected to one pair of staff restrooms. SA Staff Locker Rooms/Showers(2) Combined 2 400 800 Accessible to staff only.

Program Analysis [21]

Page 5 of 6 Library/Archives Program Areas 9/6/18 2:32 PM Tumwater Blvd & Linderson Site Type Primary Use Section # Size NSF Total NSF Notes Infrastructure 20,060 Off lobby. Secuity Desk Opens to Security office. Storage area for INF Security Office Combined 1 200 200 security items included, etc. Voters' Pamphlets, candidate filing, certification and training, county reviews, etc. ‐ lateral filing cabinets, large secure cabinets for Voter INF Storage Elections 1 450 450 outreach, HAVA, C&T. Office supplies, various printers, mailing supplies for Elections. Near Elections work area. Cubicle and office furniture storage, CFD, Legacy, Lib‐Archives events Storage Room for exhibits, print INF Combined 1 750 750 and display storage, Surplus temporary storage. Divide into 3‐4 cages. media, events Near Public Space ‐ lobby Secured, Enclosed ‐ double bay 12' wide and 14' high door. Be able to have positive air pressure when doors close. Raised loading dock Archives/Combi INF Loading Dock 1 900 900 platform with dock leveler. Double doors going into processing space. ned Should fit a Peterbuilt which is 26’ 6” long and about 10’ 6”to the outside of the mirrors.

Near public lobby, +/‐ 150 sf shaft to house 2 elevator cabs, each INF Elevator Combined 2 150 300 serving 2 floors. Controlled Access.

Archives ‐ Single cab, large enough for a gurney + 2‐3 people, serving 2 floors. INF Large Elevator 2 100 200 Main/SW, Lib Close to loading dock.

INF Elevator machine rooms Combined 2 80 160 1 for each elevator shaft.

INF Janitor Closets Combined 4 80 320 Sink and mop/floor sink, one per restroom area.

Mechanical /Electrical / Technology / Assumed SF allowance for all building systems, distributed throughout INF Combined 1 15,000 15,000 Telecom building as required.

2 per floor. Not for office supplies, but for general storage needs INF General Storage Combined 4 150 600 throughout the building.

INF Public Restrooms Combined 2 500 1,000 1 each for men/women, off public lobby.

Near public restrooms, w/ sink, small refridgerator, and cabinet for INF First Aid/Lactation Room Combined 1 100 100 storage.

INF Single‐Occupant Restroom Combined 1 80 80 Near public restrooms.

Total NSF+ From Above 143,463 NSF+ to Gross Conversions Source % Non‐Net Area

Circulation % of GSF 11.00% 19,245 Many large spaces with circulation internal to the space.

Walls, Partition, Structure % of GSF 7.00% 12,247 Lots of large spaces, so amount of wall is a relatively low percentage Total Non‐NSF From Above 18.00% 31,492 NSF+Non‐NSF = TOTAL GSF GSF= 174,955 This is the total building.

Parking 230 parking spaces, including staff (200) and visitors (30)

[22] Washington State Archives & Library Predesign

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Program Analysis [23] PROGRAM BY SPACE TYPE The Program By Space Type diagram is a graphic representation of the project’s detailed program. Each space identified in the program is illustrated as a colored rectangle, scaled to match the square-footage identified in the program document. Private offices, open offices, conference rooms, and meeting rooms are proportioned to meet the DES Space Allocation Area Standards where appropriate. This information is updated from the 2016 Predesign to reflect the new site choice. PUBLIC AREAS CONFERENCE ROOMS Conference Rooms

LG CONF MD CONF SM CONF INITIATIVE CHECK / SM CONF (1) @ 1400sf (1) @ 600sf (1) @ 350sf COMPUTER TRAIN (3) @ 150sf (2) @ 550 (1) @ 1000sf ENTRY FOYER ARCHIVES GENEALOGY LIBRARY READING ROOM LOCKERS (1) @ 1800sf RESEARCH (1) @ 1000sf (1) @ 8500sf (1) @ 50sf PUBLIC AREAS PUBLIC AREAS(1) @ 1200sf CONFERENCE ROOMS PublicCONFERENCE Areas ROOMS OFFICE & STAFF AREAS

Enclosed Suite

LG CONF MD CONF SM CONF INITIATIVE CHECK / SM CONF LG CONF MD CONF SM CONF INITIATIVE CHECK / SM CONF (1) @ 1400sf (1) @ 600sf (1) @ 350sf COMPUTER TRAIN (3) @ 150sf (1) @ 1400sf (1) @ 600sf (1) @ 350sf COMPUTER TRAIN (3) @ 150sf (2) @ 550 (1) @ 1000sf (2) @ 550 (1) @ 1000sf ENTRY FOYER ARCHIVES GENEALOGY LIBRARY READING ROOM LOCKERS ENTRY FOYER ARCHIVES GENEALOGY LIBRARY READING ROOM LOCKERS (1) @ 1800sf RESEARCH (1) @ 1000sf (1) @ 8500sf (1) @ 50sf (1) @ 1800sf RESEARCH (1) @ 1000sf (1) @ 8500sf (1) @ 50sf (1) @ 1200sf (1) @ 1200sf

COPY / PRINT FACILITIES IT OPERATIONS HR LIBRARY STAFF LIBRARY MGMT ARCHIVES STAFF SECURITY MICROFILM ARCHIVES IMAGING SCANNERS ARCHIVES MAIN & SW ARCHIVES DIGITAL / ACQUISITION PROCESSING LIBRARY CHAT RM (4) @ 150sf (1) PO @ 168 (1) PO @ 168sf (1) PO @ 240sf (1) PO @ 240sf (4) PO @ 168sf (2) PO @ 240sf (2) PO @ 240sf MGMT (5) OO @ 100sf (3) OO @ 100sf (1) PO @ 168 COMM (1) RM @ 500sf (1) RM @ 200sf OFFICE & STAFF AREAS OFFICE (4)& OO STAFF @ 64sf (18)AREAS OO @ 64sf (4) PO @ 168sf (1) PO @ 168sf (33) OO @ 64sf (2) PO @ 168sf (2) PO @ 168sf (1) PO @ 240sf (4) OO @ 64sf (5) OO @ 80sf (1) OO @ 100 (1) RM @ 360sf (5) WK @ 72sf (19) WK @ 55sf (16) OO @ 64sf (1) RM @ 100sf (37) WK @ 72sf (3) OO @ 100 (2) OO @ 64sf (6) WK @ 72sf (1) OO @ 64sf (5) OO @ 100sf Office & Staff Areas (21) WK @ 60sf (4) OO @ 64sf PUBLIC AREAS(2) OO @ 64sf (6) WK @ 55sf (1) WK @ 72sf (3) WK @ 72sf Enclosed Suite PUBLIC AREAS CONFERENCE ROOMS (6) WKEnclosed @ 60sf Suite (6) WK @ 55sf CONFERENCE ROOMS

LG CONF MD CONF SM CONF INITIATIVE CHECK / SM CONF WORK AREAS (1) @ 1400sf (1) @ 600sf (1) @ 350sf COMPUTER TRAIN (3) @ 150sf LG CONF MD CONF SM CONF INITIATIVE CHECK / SM CONF LIBRARY(2) MGMT@ 550 ARCHIVES STAFF(1) @ 1000sf SECURITY MICROFILMAcoustic SeparationARCHIVES IMAGING SCANNERS ARCHIVES MAIN & SW ARCHIVES DIGITAL / (1) @ 1400sf (1) @ 600sf COPY(1) @/ PRINT 350sf COMPUTERFACILITIES TRAIN (3)IT @ 150sf OPERATIONS HR LIBRARY STAFF COPY / PRINT FACILITIES IT OPERATIONS HR LIBRARY STAFF ACQUISITIONLIBRARY PROCESSING MGMT LIBRARY CHAT RMARCHIVES STAFF SECURITY MICROFILM ARCHIVES IMAGING SCANNERS ARCHIVES MAIN & SW ARCHIVES DIGITAL / ACQUISITION PROCESSING LIBRARY CHAT RM (2) PO @ 240sf (2) PO @ 240sf MGMT (5) OO @ 100sf (3) OO @ 100sf (1) PO @ 168 COMM ENTRY FOYER ARCHIVES GENEALOGY LIBRARY READING ROOM LOCKERS (2) @ 550 (4) @ 150sf (1) (1)@ 1000sfPO @ 168 (1) PO @ 168sf (1) PO @ 240sf (1) PO @ 240sf (4) PO @ 168sf (4) @ 150sf (1) PO @ 168 (1) PO @ 168sf (1) PO @ 240sf (1) PO @ 240sf (4) PO @ 168sf (1) RM @ 500sf(2) PO @ 240sf (1) RM @ 200sf (2) PO @ 240sf MGMT (5) OO @ 100sf (3) OO @ 100sf (1) PO @ 168 COMM (1) RM @ 500sf (1) RM @ 200sf (2) PO @ 168sf (2) PO @ 168sf (1) PO @ 240sf (4) OO @ 64sf (5) OO @ 80sf (1) OO @ 100(1) @ 1800sf RESEARCH (1) @ 1000sf (1) @ 8500sf (1) @ 50sf (4) OO @ 64sf (18) OO @ 64sf (4) PO @ 168sf (1) PO @ 168sf ENTRY(33) FOYER OO @ 64sf ARCHIVES GENEALOGY LIBRARY READING ROOM(4) OO @ 64sf (18) OO @ 64sf LOCKERS(4) PO @ 168sf (1) PO @ 168sf (33) OO @ 64sf (1) RM @ 360sf(2) PO @ 168sf (2) PO @ 168sf (1) PO @ 240sf (4) OO @ 64sf (5) OO @ 80sf (1) OO @ 100 (1) RM @ 360sf (3) OO @ 100 (2) OO @ 64sf (6) WK @ 72sf (1) OO @ 64sf (1) @ 1200sf (5) WK @ 72sf (19) WK @ 55sf (16) OO @ 64sf (1) RM @ 100sf (1) @ 1800sf(37) WK @ 72sf RESEARCH (1) @ 1000sf (1) @ 8500sf (5) WK @ 72sf (19) WK @ 55sf (1)(16) @ OO 50sf @ 64sf (1) RM @ 100sf (37) WK @ 72sf (5) OO @ 100sf(3) OO @ 100 (2) OO @ 64sf (6) WK @ 72sf (1) OO @ 64sf (5) OO @ 100sf (2) OO @ 64sf (6) WK @ 55sf (1) WK @ 72sf (21) WK @ 60sf (4) OO @ 64sf (1) @ 1200sf (21) WK @ 60sf (4) OO @ 64sf (3) WK @ 72sf(2) OO @ 64sf (6) WK @ 55sf (1) WK @ 72sf (3) WK @ 72sf (6) WK @ 60sf (6) WK @ 55sf (6) WK @ 60sf (6) WK @ 55sf OFFICE & STAFF AREAS

OFFICE & STAFF AREAS CORPORATIONS & CHARITIES CORPORATIONS PHONE TEAM ELECTIONS OPEN WORKROOMS COMMUNITY QUIET ROOMS Lunch / Break Audio / Video Lab Pre-Accessing Grounds Stor Mail Surplus Scanners Facilities Wk Staff Restrooms Staff Lockers / Showers (1) PO @ 240sf (15) OO @ 64sf Enclosed Suite (1) PO @ 240sf (2) RM @ 550sf PROG MGR (6) RM @ 50sf (1) @ 1000sf (1) @ 900sf (1) @ 800sf (1) @ 150sf (1) @ 600sf (1) @ 200sf (1) @ 800sf (1) @ 300sf (4) @ 300sf (2) @ 400sf Enclosed Suite (6) PO @ 168sf (15) WK @ 72sf (4) PO @ 168sf (1) PO @ 168sf (1) OO @ 64sf (2) @ 250sf (57) OO @ 64sf (22) OO @ 70sf (1) @ 100sf (64) WK @ 60sf (26) WK @ 64sf (1) @ 80sf WORK AREAS WORK AREAS

Acoustic Separation Acoustic Separation SECURED STORAGE

COPY / PRINT FACILITIES IT OPERATIONS HR LIBRARY STAFF LIBRARY MGMT ARCHIVES STAFF SECURITY MICROFILM ARCHIVES IMAGING SCANNERS ARCHIVES MAIN & SW ARCHIVES DIGITAL / ACQUISITION PROCESSING LIBRARY CHAT RM (4) @ 150sf (1) PO @ 168 (1) PO @ 168sf (1) PO @ 240sf (1) PO @ 240sf (4) PO @ 168sf (2) PO @ 240sf (2) PO @ 240sf MGMT (5) OO @ 100sf (3) OO @ 100sf (1) PO @ 168 COMM (1) RM @ 500sf (1) RM @ 200sf COPY / PRINT FACILITIES IT OPERATIONS HR LIBRARY STAFF LIBRARY MGMT ARCHIVES STAFF (4) OO @ 64sfSECURITY MICROFILM(18) OO @ 64sf ARCHIVES IMAGING SCANNERS(4) PO @ 168sf ARCHIVES MAIN & SW(1) PO @ 168sfARCHIVES DIGITAL(33) / OOACQUISITION @ 64sf PROCESSING LIBRARY CHAT RM (2) PO @ 168sf (2) PO @ 168sf (1) PO @ 240sf (4) OO @ 64sf (5) OO @ 80sf (1) OO @ 100 (2) PO @ 240sf (2) PO @ 240sf MGMT (5) OO @ 100sf (3) OO @ 100sf (1) PO @ 168 COMM (1) RM @ 360sf (4) @ 150sf (1) PO @ 168 (1) PO @ 168sf (1) PO @ 240sf (1) PO @ 240sf (4) PO @ 168sf (5) WK @ 72sf (19) WK @ 55sf (16) OO @ 64sf (1) RM @ 100sf (37) WK(1) @ RM 72sf @ 500sf (1) RM @ 200sf (3) OO @ 100 (2) OO @ 64sf (6) WK @ 72sf (1) OO @ 64sf (5) OO @ 100sf (4) OO @ 64sf (18) OO @ 64sf (4) PO @ 168sf (1) PO @ 168sf (33) OO @ 64sf (2) PO @ 168sf (2) PO @ 168sf (1) PO @ 240sf (4) OO @ 64sf (5) OO @ 80sf (1) OO @ 100 (2) OO @ 64sf (6) WK @ 55sf (1) WK @ 72sf CORPORATIONS & CHARITIES CORPORATIONS PHONE TEAM ELECTIONS OPEN WORKROOMS COMMUNITY QUIET ROOMS Lunch / Break(21) WK @ 60sfAudio / Video Lab Pre-Accessing(4) OO @ 64sf Grounds Stor (1)Mail RM @ 360sf Surplus Scanners Facilities Wk Staff Restrooms QUIETStaff ROOMS Lockers / Showers (3) WK @ 72sf (5) WK @ 72sf (19) WK @ 55sf (16) OO @ 64sf (1) RM @ 100sf (37) WK @ 72sf (3) OO @ 100 (2)CORPORATIONS OO @ 64sf & CHARITIES (6) WK @CORPORATIONS 72sf PHONE(1) TEAM OO @ 64sf ELECTIONS OPEN WORKROOMS(6) COMMUNITYWK @ 55sf Lunch / Break Audio / Video Lab Pre-Accessing Grounds Stor Mail Surplus Scanners Facilities Wk Staff Restrooms Staff Lockers / Showers (1) PO @ 240sf (15) OO @ 64sf (1) PO @ 240sf (2) RM @ 550sf PROG MGR (6) RM @ 50sf (1) @ 1000sf (1) @ 900sf (1)(6) @WK 800sf @ 60sf (1) @ 150sf (5)(1) OO @ 600sf@ 100sf (1) @ 200sf (1) @ 800sf (1) @ 300sf (4) @ 300sf (6) RM(2) @ @ 50sf 400sf (21) WK @ 60sf (4) OO @ 64sf (2) OO @ 64sf (6)(1) WKPO @ 55sf240sf (15) OO @ 64sf (1) WK @ 72sf (1) PO @ 240sf (2) RM @ 550sf PROG MGR (1) @ 1000sf (1) @ 900sf (1) @ 800sf (1) @ 150sf (1) @ 600sf (1) @ 200sf (1) @ 800sf (1) @ 300sf (4) @ 300sf (2) @ 400sf (6) PO @ 168sf (15) WK @ 72sf (4) PO @ 168sf (1) PO @ 168sf (3)(1) WK OO @ @ 72sf 64sf (2) @ 250sf (6) WK @ 60sf (6) WK @ 55sf (6) PO @ 168sf (15) WK @ 72sf (4) PO @ 168sf (1) PO @ 168sf (1) OO @ 64sf (2) @ 250sf (57) OO @ 64sf (22) OO @ 70sf (57) OO @ 64sf (22) OO @ 70sf (1) @ 100sf (1) @ 100sf (64) WK @ 60sf (26) WK @ 64sf (64) WK @ 60sf (26) WK @ 64sf (1) @ 80sf (1) @ 80sf

SECURED STORAGE SECURED STORAGE WORK AREAS WORK AREAS Acoustic Separation

Acoustic Separation

STATE HIST FEDERAL COLLECTION ARCHIVES MAIN STORAGE ARCHIVES SW STORAGE MAPS & PLANS PHOTO VAULT RARE BOOKS SECURE COLLECTION SECURITY DOC'S (1) @ 10,000sf (1) @ 30,000sf (1) @ 8,000sf (1) @ 1600sf (1) @ 300sf (1) @ 2100sf (1) @ 8000sf MICROFILM (1) @ 1000sf (1) @ 200sf (1) @ 1700sf (1) @ 200sf CORPORATIONS & CHARITIES CORPORATIONS PHONE TEAM ELECTIONS OPEN WORKROOMS COMMUNITY QUIET ROOMS Lunch / Break Audio / Video Lab Pre-Accessing Grounds Stor Mail Surplus Scanners Facilities Wk Staff Restrooms Staff Lockers / Showers (1) PO @ 240sf (15) OO @ 64sf (1) PO @ 240sf (2) RM @ 550sf PROG MGR (6) RM @ 50sf (1) @ 1000sf (1) @ 900sf (1) @ 800sf (1) @ 150sf (1) @ 600sf (1) @ 200sf (1) @ 800sf (1) @ 300sf (4) @ 300sf (2) @ 400sf QUIET ROOMS CORPORATIONS & CHARITIES CORPORATIONS PHONE TEAM ELECTIONS OPEN WORKROOMS COMMUNITY (6) PO @ 168sfLunch / Break Audio / Video Lab Pre-Accessing Grounds Stor Mail (15)Surplus WK @ 72sf Scanners Facilities Wk(4) PO @Staff 168sf Restrooms Staff Lockers / Showers (1) PO @ 168sf (1) OO @ 64sf (2) @ 250sf (6) RM @ 50sf (1) PO @ 240sf (15) OO @ 64sf (1) PO @ 240sf (2) RM @ 550sf PROG MGR (57) OO @ 64sf(1) @ 1000sf (1) @ 900sf (1) @ 800sf (1) @ 150sf (1) @ 600sf (1) @ 200sf (1) @ 800sf (1) @ 300sf(22) OO (4)@ 70sf@ 300sf (2) @ 400sf (1) @ 100sf (6) PO @ 168sf (15) WK @ 72sf (4) PO @ 168sf (1) PO @ 168sf (64) WK @ 60sf (1) OO @ 64sf (26) WK (2)@ 64sf@ 250sf (1) @ 80sf (57) OO @ 64sf (22) OO @ 70sf (1) @ 100sf (64) WK @ 60sf (26) WK @ 64sf (1) @ 80sf

INFRASTRUCTURE SECURED STORAGE SECURED STORAGE STATE HIST FEDERAL COLLECTION ARCHIVES MAIN STORAGE STATE HIST FEDERAL COLLECTIONARCHIVES SW STORAGE ARCHIVESMAPS &MAIN PLANS STORAGE PHOTO VAULT RARE BOOKS SECURE COLLECTION SECURITY ARCHIVES SW STORAGE MAPS & PLANS PHOTO VAULT RARE BOOKS SECURE COLLECTION SECURITY DOC'S (1) @ 10,000sf (1) @ 30,000sf DOC'S (1) @ 10,000sf (1) @ 8,000sf (1) @(1) 30,000sf @ 1600sf (1) @ 300sf (1) @ 2100sf (1) @ 8000sf MICROFILM (1) @ 8,000sf (1) @ 1600sf (1) @ 300sf (1) @ 2100sf (1) @ 8000sf MICROFILM (1) @ 1000sf (1) @ 1000sf (1) @ 200sf (1) @ 1700sf (1) @ 200sf (1) @ 1700sf (1) @ 200sf [24] Washington State Archives & Library Predesign (1) @ 200sf

Security Elections Stor Combined Storage Loading Dock Elevators Lg. Elevators Janitor Gen Storage Restrooms Mechanical INFRASTRUCTURE (1)INFRASTRUCTURE @ 200sf (1) @ 450sf (1) @ 750sf (1) @ 900sf (2) @ 150sf (2) @ 100sf (4) @ 80sf (4) @ 150sf (2) @ 500sf (1) @ 7500sf (1) @ 80sf (1) @ 80sf (1) @ 100sf (1) @ 80sf

NET-TO-GROSSSTATE HIST FEDERAL COLLECTION (CIRCULATION ARCHIVES/ STRUCTURE MAIN STORAGE / PARTITIONS) ARCHIVES SW STORAGE MAPS & PLANS PHOTO VAULT RARE BOOKS SECURE COLLECTION SECURITY DOC'S (1) @ 10,000sf (1) @ 30,000sf (1) @ 8,000sf (1) @ 1600sf (1) @ 300sf (1) @ 2100sf (1) @ 8000sf MICROFILM STATE HIST FEDERAL COLLECTION ARCHIVES MAIN STORAGE ARCHIVES SW STORAGE (1) @ 1000sf MAPS & PLANS PHOTO VAULT RARE BOOKS SECURE COLLECTION SECURITY (1) @ 200sf (1) @ 1700sf DOC'S (1) @ 10,000sf (1) @ 30,000sf (1) @ 8,000sf (1) @ 1600sf (1) @ 300sf (1) @ 2100sf (1) @ 8000sf MICROFILM (1) @ 200sf (1) @ 1000sf (1) @ 200sf (1) @ 1700sf (1) @ 200sf

Security Elections Stor Combined Storage Loading Dock Elevators Lg. Elevators Janitor Gen Storage Restrooms Mechanical Security Elections Stor Combined Storage Loading Dock Elevators Lg. Elevators Janitor Gen Storage Restrooms Mechanical (1) @ 200sf (1) @ 450sf (1) @ 750sf (1) @ 900sf (2) @ 150sf (2) @ 100sf (4) @ 80sf (4) @ 150sf (2) @ 500sf (1) @ 7500sf (1) @ 200sf (1) @ 450sf (1) @ 750sf (1) @ 900sf (2) @ 150sf (2) @ 100sf (4) @ 80sf (4) @ 150sf (2) @ 500sf (1) @ 7500sf (1) @ 80sf (1) @ 80sf (1) @ 100sf (1) @ 80sf (1) @ 80sf (1) @ 100sf (1) @ 80sf (1) @ 80sf INFRASTRUCTURE INFRASTRUCTURE NET-TO-GROSS (CIRCULATION / STRUCTURE / PARTITIONS) NET-TO-GROSS (CIRCULATION / STRUCTURE / PARTITIONS)

Non-Net Area (1) @ 34,492sf

Security Elections Stor Combined Storage Loading Dock Elevators Lg. Elevators Janitor Gen Storage Restrooms Mechanical (1) @ 200sf (1) @ 450sf (1) @ 750sf (1) @ 900sf (2) @ 150sf (2) @ 100sf (4) @ 80sf (4) @ 150sf (2) @ 500sf (1) @ 7500sf Security Elections Stor Combined Storage Loading Dock Elevators Lg. Elevators Janitor Gen Storage Restrooms Mechanical (1) @ 80sf (1) @ 80sf (1) @ 100sf (1) @ 200sf (1) @ 450sf (1) @ 750sf (1) @ 900sf (2) @ 150sf (2) @ 100sf (4) @ 80sf (4) @ 150sf (2) @ 500sf (1) @ 7500sf (1) @ 80sf (1) @ 80sf (1) @ 80sf (1) @ 100sf Unnamed (1) @ 80sf Washington State Library-Archives Building NET-TO-GROSS (CIRCULATION / STRUCTURE / PARTITIONS) Non-Net Area Non-Net Area NET-TO-GROSS (CIRCULATION(1) @ 34,492sf / STRUCTURE / PARTITIONS) (1) @ 34,492sf

Unnamed Unnamed Washington State Library-Archives BuildingWashington State Library-Archives Building

Non-Net Area (1) @ 34,492sf Non-Net Area (1) @ 34,492sf

Unnamed Unnamed Washington State Library-Archives Building Washington State Library-Archives Building PUBLIC AREAS CONFERENCE ROOMS

LG CONF MD CONF SM CONF INITIATIVE CHECK / SM CONF (1) @ 1400sf (1) @ 600sf (1) @ 350sf COMPUTER TRAIN (3) @ 150sf (2) @ 550 (1) @ 1000sf ENTRY FOYER ARCHIVES GENEALOGY LIBRARY READING ROOM LOCKERS (1) @ 1800sf RESEARCH (1) @ 1000sf (1) @ 8500sf (1) @ 50sf (1) @ 1200sf

OFFICE & STAFF AREAS

Enclosed Suite

COPY / PRINT FACILITIES IT OPERATIONS HR LIBRARY STAFF LIBRARY MGMT ARCHIVES STAFF SECURITY MICROFILM ARCHIVES IMAGING SCANNERS ARCHIVES MAIN & SW ARCHIVES DIGITAL / ACQUISITION PROCESSING LIBRARY CHAT RM (4) @ 150sf (1) PO @ 168 (1) PO @ 168sf (1) PO @ 240sf (1) PO @ 240sf (4) PO @ 168sf (2) PO @ 240sf (2) PO @ 240sf MGMT (5) OO @ 100sf (3) OO @ 100sf (1) PO @ 168 COMM (1) RM @ 500sf (1) RM @ 200sf (4) OO @ 64sf (18) OO @ 64sf (4) PO @ 168sf (1) PO @ 168sf (33) OO @ 64sf (2) PO @ 168sf (2) PO @ 168sf (1) PO @ 240sf (4) OO @ 64sf (5) OO @ 80sf (1) OO @ 100 (1) RM @ 360sf (5) WK @ 72sf (19) WK @ 55sf (16) OO @ 64sf (1) RM @ 100sf (37) WK @ 72sf (3) OO @ 100 (2) OO @ 64sf (6) WK @ 72sf (1) OO @ 64sf (5) OO @ 100sf (21) WK @ 60sf (4) OO @ 64sf (2) OO @ 64sf (6) WK @ 55sf (1) WK @ 72sf (3) WK @ 72sf PUBLIC AREAS (6) WK @ 60sf (6) WK @ 55sf CONFERENCE ROOMS

WORK AREAS LG CONF MD CONF SM CONF INITIATIVE CHECK / SM CONF PUBLIC AREAS (1) @ 1400sf (1) @ 600sf (1) @ 350sf COMPUTER TRAIN (3) @ 150sf CONFERENCE ROOMS Acoustic Separation (2) @ 550 (1) @ 1000sf ENTRY FOYER ARCHIVES GENEALOGY LIBRARY READING ROOM LOCKERS (1) @ 1800sf RESEARCH (1) @ 1000sf (1) @ 8500sf (1) @ 50sf (1) @ 1200sf PUBLIC AREAS CONFERENCE ROOMS OFFICE & STAFF AREAS CORPORATIONS & CHARITIES CORPORATIONS PHONE TEAM ELECTIONS OPEN WORKROOMS COMMUNITY QUIET ROOMS Lunch / Break Audio / Video Lab Pre-Accessing Grounds Stor Mail Surplus Scanners Facilities Wk Staff Restrooms Staff Lockers / Showers (1) PO @ 240sf (15) OO @ 64sf (1) PO @ 240sf (2) RM @ 550sf PROG MGR (6) RM @ 50sf (1) @ 1000sf (1) @ 900sf (1) @ 800sf (1) @ 150sf (1) @ 600sf (1) @ 200sf (1) @ 800sf (1) @ 300sf (4) @ 300sf (2) @ 400sf Enclosed Suite (6)LG PO CONF @ 168sf MD CONF SM CONF INITIATIVE CHECK / SM CONF(15) WK @ 72sf (4) PO @ 168sf (1) PO @ 168sf (1) OO @ 64sf (2) @ 250sf (57)(1) OO @ 1400sf@ 64sf (1) @ 600sf (1) @ 350sf COMPUTER TRAIN (3) @ 150sf (22) OO @ 70sf (1) @ 100sf (64) WK @ 60sf (2) @ 550 (1) @ 1000sf (26) WK @ 64sf (1) @ 80sf ENTRY FOYER ARCHIVES GENEALOGY LIBRARY READING ROOM LOCKERS (1) @ 1800sf RESEARCH (1) @ 1000sf (1) @ 8500sf (1) @ 50sf (1) @ 1200sf

LG CONF MD CONF SM CONF INITIATIVE CHECK / SM CONF (1) @ 1400sf (1) @ 600sf (1) @ 350sf COMPUTER TRAIN (3) @ 150sf (2) @ 550 (1) @ 1000sf OFFICE & STAFF AREAS ENTRY FOYER ARCHIVES GENEALOGY LIBRARY READING ROOM LOCKERS (1) @ 1800sf RESEARCH (1) @ 1000sf (1) @ 8500sf (1) @ 50sf SECURED STORAGE (1) @ 1200sf Enclosed Suite

COPY / PRINT FACILITIES IT OPERATIONS HR LIBRARY STAFF LIBRARY MGMT ARCHIVES STAFF SECURITY MICROFILM ARCHIVES IMAGING SCANNERS ARCHIVES MAIN & SW ARCHIVES DIGITAL / ACQUISITION PROCESSING LIBRARY CHAT RM (4) @ 150sf (1) PO @ 168 (1) PO @ 168sf (1) PO @ 240sf (1) PO @ 240sf (4) PO @ 168sf (2) PO @ 240sf (2) PO @ 240sf MGMT (5) OO @ 100sf (3) OO @ 100sf (1) PO @ 168 COMM (1) RM @ 500sf (1) RM @ 200sf (4) OO @ 64sf (18) OO @ 64sf (4) PO @ 168sf (1) PO @ 168sf (33) OO @ 64sf (2) PO @ 168sf (2) PO @ 168sf (1) PO @ 240sf (4) OO @ 64sf (5) OO @ 80sf (1) OO @ 100 (1) RM @ 360sf (5) WK @ 72sf (19) WK @ 55sf (16) OO @ 64sf (1) RM @ 100sf (37) WK @ 72sf (3) OO @ 100 (2) OO @ 64sf OFFICE & STAFF AREAS (6) WK @ 72sf (1) OO @ 64sf (5) OO @ 100sf (21) WK @ 60sf (4) OO @ 64sf (2) OO @ 64sf (6) WK @ 55sf (1) WK @ 72sf (3) WK @ 72sf (6) WK @ 60sf (6) WK @ 55sf Enclosed Suite PUBLIC AREAS CONFERENCE ROOMS

COPY / PRINT FACILITIES IT OPERATIONS HR LIBRARY STAFF LIBRARY MGMT ARCHIVES STAFF SECURITY MICROFILM ARCHIVES IMAGING SCANNERS ARCHIVES MAIN & SW ARCHIVES DIGITAL / ACQUISITION PROCESSING LIBRARY CHAT RM (4) @ 150sf (1) PO @ 168 (1) PO @ 168sf (1) PO @ 240sf (1) PO @ 240sf (4) PO @ 168sf (2) PO @ 240sf (2) PO @ 240sf MGMT (5) OO @ 100sf (3) OO @ 100sf (1) PO @ 168 COMM (1) RM @ 500sf (1) RM @ 200sf (4) OO @ 64sf (18) OO @ 64sf (4) PO @ 168sf (1) PO @ 168sf (33) OO @ 64sf (2) PO @ 168sf (2) PO @ 168sf (1) PO @ 240sf (4) OO @ 64sf (5) OO @ 80sf (1) OO @ 100 (1) RM @ 360sf (5) WK @ 72sf (19) WK @ 55sf (16) OO @ 64sf (1) RM @ 100sf (37) WK @ 72sf (3) OO @ 100 (2) OO @ 64sf (6) WK @ 72sf (1) OO @ 64sf (5) OO @ 100sf Work Areas (21) WK @ 60sf (4) OO @ 64sf (2) OO @ 64sf (6) WK @ 55sf (1) WK @ 72sf (3) WK @ 72sf WORK AREAS (6) WK @ 60sf (6) WK @ 55sf Acoustic Separation COPY / PRINT FACILITIES IT OPERATIONS HR LIBRARY STAFF LIBRARY MGMT ARCHIVES STAFF SECURITY MICROFILM ARCHIVES IMAGING SCANNERS ARCHIVES MAIN & SW ARCHIVES DIGITAL / ACQUISITION PROCESSING LIBRARY CHAT RM LG CONF MD CONF SM CONF INITIATIVE CHECK / SM CONF (4) @ 150sf (1) PO @ 168 (1) PO @ 168sf (1) PO @ 240sf (1) PO @ 240sf (4) PO @ 168sf (2) PO @ 240sf (2) PO @ 240sf MGMT (5) OO @ 100sf (3) OO @ 100sf (1) PO @ 168 COMM (1) RM @ 500sf (1) RM @ 200sf (1) @ 1400sf (1) @ 600sf (1) @ 350sf COMPUTER TRAIN (3) @ 150sf (4) OO @ 64sf (18) OO @ 64sf (4) PO @ 168sf (1) PO @ 168sf (33) OO @ 64sf (2) PO @ 168sf (2) PO @ 168sf (1) PO @ 240sf (4) OO @ 64sf (5) OO @ 80sf (1) OO @ 100 (1) RM @ 360sf (2) @ 550 (1) @ 1000sf (5) WK @ 72sf (19) WK @ 55sf (16) OO @ 64sf (1) RM @ 100sf (37) WK @ 72sf (3) OO @ 100 (2) OO @ 64sf (6) WK @ 72sf (1) OO @ 64sf (5) OO @ 100sf ENTRY FOYER ARCHIVES GENEALOGY LIBRARY READING ROOM LOCKERS (2) OO @ 64sf (6) WK @ 55sf (1) WK @ 72sf STATE HIST FEDERAL COLLECTION ARCHIVES(21) WK MAIN @ STORAGE60sf (4) OO @ 64sf ARCHIVES SW STORAGE MAPS & PLANS PHOTO VAULT RARE BOOKS SECURE COLLECTION SECURITY (3) WK @ 72sf (1) @ 1800sf RESEARCH (1) @ 1000sf (1) @ 8500sf (1) @ 50sf (6) WK @ 60sf (6) WK @ 55sf (1) @ 1200sf DOC'S (1) @ 10,000sf (1) @ 30,000sf (1) @ 8,000sf (1) @ 1600sf (1) @ 300sf (1) @ 2100sf (1) @ 8000sf MICROFILM (1) @ 1000sf (1) @ 200sf (1) @ 1700sf (1) @ 200sf

CORPORATIONS & CHARITIES CORPORATIONS PHONE TEAM ELECTIONS OPEN WORKROOMS COMMUNITY QUIET ROOMS Lunch / Break Audio / Video Lab Pre-Accessing Grounds Stor Mail Surplus Scanners Facilities Wk Staff Restrooms Staff Lockers / Showers (1) PO @ 240sf (15) OO @ 64sf (1) PO @ 240sf (2) RM @ 550sf PROG MGR (6) RM @ 50sf (1) @ 1000sf (1) @ 900sf (1) @ 800sf (1) @ 150sf (1) @ 600sf (1) @ 200sf (1) @ 800sf (1) @ 300sf (4) @ 300sf (2) @ 400sf WORK AREAS (6) PO @ 168sf OFFICE & STAFF AREAS(15) WK @ 72sf (4) PO @ 168sf (1) PO @ 168sf (1) OO @ 64sf (2) @ 250sf (57) OO @ 64sf (22) OO @ 70sf Acoustic Separation(1) @ 100sf (64) WK @ 60sf (26) WK @ 64sf Enclosed Suite (1) @ 80sf

INFRASTRUCTURE WORK AREAS Acoustic Separation

CORPORATIONS & CHARITIES CORPORATIONS PHONE TEAM ELECTIONS OPEN WORKROOMS COMMUNITY QUIET ROOMS Lunch / Break Audio / Video Lab Pre-Accessing Grounds Stor Mail Surplus Scanners Facilities Wk Staff Restrooms Staff Lockers / Showers SECURED STORAGE (1) PO @ 240sf (15) OO @ 64sf (1) PO @ 240sf (2) RM @ 550sf PROG MGR (6) RM @ 50sf (1) @ 1000sf (1) @ 900sf (1) @ 800sf (1) @ 150sf (1) @ 600sf (1) @ 200sf (1) @ 800sf (1) @ 300sf (4) @ 300sf (2) @ 400sf (6) PO @ 168sf (15) WK @ 72sf (4) PO @ 168sf (1) PO @ 168sf (1) OO @ 64sf (2) @ 250sf Infrastructure(57) OO @ 64sf (22) OO @ 70sf (1) @ 100sf (64) WK @ 60sf (26) WK @ 64sf (1) @ 80sf

COPY / PRINT FACILITIES IT OPERATIONS HR LIBRARY STAFF LIBRARY MGMT ARCHIVES STAFF SECURITY MICROFILM ARCHIVES IMAGING SCANNERS ARCHIVES MAIN & SW ARCHIVES DIGITAL / ACQUISITION PROCESSING LIBRARY CHAT RM (4) @ 150sf (1) PO @ 168 (1) PO @ 168sf (1) PO @ 240sf (1) PO @ 240sf (4) PO @ 168sf (2) PO @ 240sfCORPORATIONS & CHARITIES(2) PO @ 240sf MGMT (5) OO @ 100sf CORPORATIONS(3) OO @ 100sf PHONE(1) PO TEAM @ 168 ELECTIONSCOMM (1) RM @ 500sf OPEN(1) WORKROOMS RM @ 200sf COMMUNITY QUIET ROOMS Lunch / Break Audio / Video Lab Pre-Accessing Grounds Stor Mail Surplus Scanners Facilities Wk Staff Restrooms Staff Lockers / Showers (4) OO @ 64sf (18) OO @ 64sf (4) PO @ 168sf (1) PO @ 168sf (33) OO @ 64sf (2) PO @ 168sf(1) PO @ 240sf (2) PO @ 168sf (1) PO @ 240sf (4) OO @ 64sf (15) OO @ 64sf (5) OO @ 80sf (1) PO(1) @ OO 240sf @ 100 (1) RM @ 360sf (2) RM @ 550sf PROG MGR (6) RM @ 50sf (1) @ 1000sf (1) @ 900sf (1) @ 800sf (1) @ 150sf (1) @ 600sf (1) @ 200sf (1) @ 800sf (1) @ 300sf (4) @ 300sf (2) @ 400sf (5) WK @ 72sf (19) WK @ 55sf (16) OO @ 64sf (1) RM @ 100sf (37) WK @ 72sf (3) OO @ 100(6) PO @ 168sf (2) OO @ 64sf (15) WK @ 72sf (6) WK @ 72sf (4) PO(1) @ OO 168sf @ 64sf (5) OO @ 100sf (1) PO @ 168sf (1) OO @ 64sf (2) @ 250sf (21) WK @ 60sf (4) OO @ 64sf (2) OO @ 64sf(57) OO @ 64sf (6) WK @ 55sf (22) OO(1) @ WK 70sf @ 72sf (3) WK @ 72sf (1) @ 100sf (6) WK @ 60sf (6) WK @ 55sf(64) WK @ 60sf (26) WK @ 64sf (1) @ 80sf SECURED STORAGE Security Elections Stor Combined Storage Loading Dock Elevators Lg. Elevators Janitor Gen Storage Restrooms Mechanical (1) @ 200sf (1) @ 450sf (1) @ 750sf (1) @ 900sf (2) @ 150sf (2) @ 100sf (4) @ 80sf (4) @ 150sf (2) @ 500sf (1) @ 7500sf (1) @ 80sf (1) @ 80sf (1) @ 100sf (1) @ 80sf SECURED STORAGE Secured Storage WORK AREAS Acoustic Separation NET-TO-GROSS (CIRCULATION / STRUCTURE / PARTITIONS) STATE HIST FEDERAL COLLECTION ARCHIVES MAIN STORAGE ARCHIVES SW STORAGE MAPS & PLANS PHOTO VAULT RARE BOOKS SECURE COLLECTION SECURITY DOC'S (1) @ 10,000sf (1) @ 30,000sf (1) @ 8,000sf (1) @ 1600sf (1) @ 300sf (1) @ 2100sf (1) @ 8000sf MICROFILM (1) @ 1000sf (1) @ 200sf (1) @ 1700sf (1) @ 200sf

CORPORATIONS & CHARITIES CORPORATIONS PHONE TEAM ELECTIONS OPEN WORKROOMS COMMUNITY QUIET ROOMS Lunch / Break Audio / Video Lab Pre-Accessing Grounds Stor Mail Surplus Scanners Facilities Wk Staff Restrooms Staff Lockers / Showers (1) PO @ 240sf (15) OO @ 64sf (1) PO @ 240sf (2) RM @ 550sf PROG MGR (6) RM @ 50sf (1) @ 1000sf (1) @ 900sf (1) @ 800sf (1) @ 150sf (1) @ 600sf (1) @ 200sf (1) @ 800sf (1) @ 300sf (4) @ 300sf (2) @ 400sf (6) PO @ 168sf (15) WK @ 72sf (4) PO @ 168sf (1) PO @ 168sf (1) OO @ 64sf (2) @ 250sf (57) OO @ 64sf (22) OO @ 70sf (1) @ 100sf (64) WK @ 60sf (26) WK @ 64sf (1) @ 80sf

STATE HIST FEDERAL COLLECTION ARCHIVES MAIN STORAGE ARCHIVES SW STORAGE MAPS & PLANS PHOTO VAULT RARE BOOKS SECURE COLLECTION SECURITY INFRASTRUCTURE DOC'S (1) @ 10,000sf (1) @ 30,000sf (1) @ 8,000sf (1) @ 1600sf (1) @ 300sf (1) @ 2100sf (1) @ 8000sf MICROFILM (1) @ 1000sf (1) @ 200sf (1) @ 1700sf (1) @ 200sf

STATE HIST FEDERAL COLLECTION ARCHIVES MAIN STORAGE ARCHIVES SW STORAGE MAPS & PLANS PHOTO VAULT RARE BOOKS SECURE COLLECTION SECURITY SECURED STORAGE DOC'S (1) @ 10,000sf (1) @ 30,000sf (1) @ 8,000sf (1) @ 1600sf (1) @ 300sf (1) @ 2100sf (1) @ 8000sf MICROFILM (1) @ 1000sf (1) @ 200sf (1) @ 1700sf (1) @ 200sf Non-Net Area (1) @ 34,492sf INFRASTRUCTURE

Security Elections Stor Combined Storage Loading Dock Elevators Lg. Elevators Janitor Gen Storage Restrooms Mechanical (1) @ 200sf (1) @ 450sf (1) @ 750sf (1) @ 900sf (2) @ 150sf (2) @ 100sf (4) @ 80sf (4) @ 150sf (2) @ 500sf (1) @ 7500sf INFRASTRUCTURE (1) @ 80sf (1) @ 80sf (1) @ 100sf Unnamed (1) @ 80sf Washington State Library-Archives Building NET-TO-GROSS (CIRCULATION / STRUCTURE / PARTITIONS) Security Elections Stor Combined Storage Loading Dock Elevators Lg. Elevators Janitor Gen Storage Restrooms Mechanical (1) @ 200sf (1) @ 450sf (1) @ 750sf (1) @ 900sf (2) @ 150sf (2) @ 100sf (4) @ 80sf (4) @ 150sf (2) @ 500sf (1) @ 7500sf STATE HIST FEDERAL COLLECTION ARCHIVES MAIN STORAGE ARCHIVES SW STORAGE MAPS & PLANS (1)PHOTO @ 80sf VAULT (1) @ RARE80sf BOOKS SECURE COLLECTION(1) @ 100sf SECURITY DOC'S (1) @ 10,000sf (1) @ 30,000sf (1) @ 8,000sf (1) @ 1600sf (1) @ 300sf (1) @ 2100sf (1) @ 8000sf (1) @ 80sf MICROFILM (1) @ 1000sf (1) @ 200sf (1) @ 1700sf (1) @ 200sf

Security Elections Stor Combined Storage Loading Dock Elevators Lg. Elevators Janitor Gen Storage Restrooms Mechanical (1) @ 200sf (1) @ 450sf (1) @ 750sf (1) @ 900sf (2) @ 150sf (2) @ 100sf (4) @ 80sf (4) @ 150sf (2) @ 500sf (1) @ 7500sf (1) @ 80sf (1) @ 80sf (1) @ 100sf (1) @ 80sf Net-To-GrossNET-TO-GROSS (CIRCULATION / STRUCTURE / PARTITIONS)

INFRASTRUCTURE NET-TO-GROSS (CIRCULATION / STRUCTURE / PARTITIONS)

Non-Net Area (1) @ 34,492sf

Unnamed Security Elections Stor Combined Storage Loading Dock Elevators Lg. Elevators Janitor Gen Storage Restrooms Mechanical (1) @ 200sf (1) @ 450sf (1) @ 750sf (1) @ 900sf (2) @ 150sf (2) @ 100sf (4) @ 80sf (4) @ 150sf (2) @ 500sf (1) @ 7500sf (1) @ 80sf (1) @ 80sf (1) @ 100sf Non-Net Area (1) @ 80sf Washington (1)State @ 34,492sf Library-Archives Building

Non-Net Area NET-TO-GROSS (CIRCULATION / STRUCTURE / PARTITIONS) Unnamed (1) @ 34,492sf Unnamed Program Analysis [25]Washington State Library-Archives Building Washington State Library-Archives Building

Non-Net Area (1) @ 34,492sf

Unnamed Washington State Library-Archives Building OPEN OFFICE PLAN The Open Office Plan diagrams represents a test layout of open office furniture, shared storage, shared work areas, and circulation. The general configuration is based on the layout of open office areas in the DES space, in the 1500 Jefferson Building. This type of layout is recommended by DES, and is considered to be efficient, functional, and promoting collaboration amongst staff.

64 sf work station / 50 sf shared work area and circulation

8' - 0" 4' - 3" 4' - 0" 4' - 3" 8' - 0" 8' - 0" 5' - 6" 4' - 0" 5' - 6" 8' - 0" 8' - 0" 7' - 0" 4' - 0" 7' - 0" 8' - 0" 8' - 0" - 8' 0" - 8' 0" - 8'

64 sf work station / 60 sf shared work area and circulation

8' - 0" 4' - 3" 4' - 0" 4' - 3" 8' - 0" 8' - 0" 5' - 6" 4' - 0" 5' - 6" 8' - 0" 8' - 0" 7' - 0" 4' - 0" 7' - 0" 8' - 0" 8' - 0" - 8' 0" - 8' 0" - 8'

64 sf work station / 72 sf shared work area and circulation

8' - 0" 4' - 3" 4' - 0" 4' - 3" 8' - 0" 8' - 0" 5' - 6" 4' - 0" 5' - 6" 8' - 0" 8' - 0" 7' - 0" 4' - 0" 7' - 0" 8' - 0" 8' - 0" - 8' 0" - 8' 0" - 8'

Typical Office Cubicle Layouts [26] Washington State Archives & Library Predesign Washington State Library-Archives Building 14 June 2016

Typical Office Cubicle Layouts Washington State Library-Archives Building 14 June 2016

Typical Office Cubicle Layouts Washington State Library-Archives Building 14 June 2016 SAMPLE STORAGE SHELVING LAYOUT

32" To better understand the storage capacity of the secure 30" DEPTH storage program areas, sample shelving layouts were devel- Modular vertical oped. Standard shelving units in a module of 42-inches shelf supports long by 30-inches deep were assumed. This unit holds six Standard archive standard archival storage boxes per shelf. storage box (6) per shelf per unit

The shelving module was applied to a generic layout, using 38" a 20-foot by 20-foot structural grid, and assuming conven- 42" tional primary and secondary aisle widths. DIM. INTERIOR STANDARD MODULAR UNIT Two layouts were developed: - The first maximizes the use of mobile compact shelving. - The second assumes 100% static shelving

5 COMPACT SHELF UNITS 5 COMPACT SHELF UNITS Building structure

SAMPLE COMPACT SHELVINGLAYOUT 20’ x 20’ sturctural grid with max. compact shelving 20'-0" 5 STATIC 5 (2.52 sf per box per shelf) STATIC 5 SHELF UNITS SHELF UNITS 9 COMPACT SHELF UNITS 9 COMPACT SHELF MOBILE AISLE CIRCULATION MOBILE AISLE CIRCULATION MOBILE AISLE 3 STATIC 3 3 STATIC 3 SHELF UNITS SHELF UNITS 20'-0"

7'-0" PRIMARY CIRCULATION

20'-0" 20'-0"

20'-0" 20'-0" - STORAGE AREA - 20X20 GRID - 15% STATIC SHELVING SAMPLE STATIC SHELVING LAYOUT 1 1" = 10'-0" 2.52 SF per BOX (at 100% capacity) / # of SHELVES-HIGH 20’ x 20’ sturctural grid with 100% static shelving Building structure 20'-0" 5 STATIC 5 (5.13 sf per box per shelf) STATIC 5 SHELF UNITS WASHINGTONSHELF UNITS STATE LIBRARY-ARCHIVES BUILDING 9 STATIC SHELF UNITS SECONDARY CIRCULATION AISLE SECONDARY CIRCULATION AISLE 3 STATIC 3 3 STATIC 3 SHELF UNITS SHELF UNITS 20'-0"

7'-0" PRIMARY CIRCULATION

- STORAGE AREA - 20X20 GRID - 100% STATIC SHELVING 6 1" = 10'-0" 5.13 SF per BOX (at 100% capacity) X # of SHELVES-HIGH

Program Analysis [27] WASHINGTON STATE LIBRARY-ARCHIVES BUILDING 3.5 Future Space Requirements MINIMUM SETBACKS The planned facility and surrounding property planned for Front 0’ 7300 Linderson will allow for future growth to the east and Side 0’ north of the proposed facility. Rear 0’

MINIMUM LOT AREA N/A 3.6 Codes & Regulations

The following are the zoning and code and design criteria MINIMUM LOT DIMENSION for the Tumwater site. The zoning and code criteria for the N/A Lacey/DOE site and the GA Building are included in the appendix. This gives a preliminary of the requirements exist- ing at the time of this report. These are subject to change MAXIMUM LOT COVERAGE and should be reviewed once design begins. Where special No maximum, except adequate space must be provided for requirement are known they are noted. required parking, yards, landscaping and open space.

HEIGHT LIMIT 3.6.1 Zoning Analysis 65’ ADDRESS

7300 Linderson Way SW SPECIAL SITE CONDITIONS Tumwater, WA 98501 • High Ground Water Flood Hazard: HGW 300’ - Review Area OWNER • Mazama Pocket Gopher Soils Review Area Port of Olympia • Outdoor Lighting Standards apply • Design Standards for Town Center-Mixed Use shall PARCEL INFORMATION apply Parcel # 79290000000

ZONE DISTRICT • TC- TOWN CENTER • Town Center Mixed Use subdistrict

PERMITTED USES • Civic Center Complex • Library, Museum, Art Gallery • Offices

DEVELOPMENT DENSITY Minimum FAR: None / Maximum FAR: 2.0

[28] Washington State Archives & Library Predesign 3.6.2 Building Codes & Design Criteria Building codes and regulations provide for and promote the health, safety and welfare of Tumwater residents, today and into the future. City and state building codes are made up of building, fire, plumbing, mechanical (heating and air- conditioning), electrical, and sign regulations. It’s important that each new and existing structure comply with these codes to ensure equal and safe access for everybody. The Washington State Building Code is comprised of several different codes. Most are national model codes adopted by reference and amended at the state level. Others, such as the Washington State Energy Code, are state-written state- specific codes. Local jurisdictions are required to adopt these codes for application in their jurisdiction.

Tumwater’s officially adopted codes:

• Building codes in Tumwater Municipal Code (TMC Chapter 15) • International Building Code 2015 Edition with amendments • International Residential Code 2015 Edition • International Fire Code 2015 Edition with amendments • International Mechanical Code 2015 Edition with amendments • International Property Maintenance Code 2015 Edition with amendments • International Energy Conservation Code 2015 Edition with amendments • Washington State Energy Codes 2015 Edition • Uniform Plumbing Code 2015 Edition with amendments • International Existing Buildings Code 2015 Edition

3.6.3 Comprehensive Plans (Refer to the 2016 Predesign)

Program Analysis [29] THIS PAGE INTENTIONALLY LEFT BLANK.

[30] Washington State Archives & Library Predesign 4 Site Analysis THIS PAGE INTENTIONALLY LEFT BLANK.

[32] Washington State Archives & Library Predesign 4.0 Site Analysis

4.1 Evaluating Potential Sites 4.1.1 Tumwater Site As directed by the Legislature, the Secretary of State’s The Tumwater site at 7300 Linderson Way, east of the Office undertook an exhaustive analysis of potential sites Department of Corrections headquarters, would not require with the assistance of the Department of Enterprise any demolition since the site is cleared, but will need Services, utilizing the 2010 analysis by SRG Partnership. extensive grading in order to be in conformity with local and In preparation for the 2016 Predesign, 14 sites were county high groundwater table regulations. New utilities considered, most were ruled out due to the inability to and road infrastructure are currently available. Any materials accommodate a large combined Library-Archives building removed from the site will be recycled for use in the new and provide for potential further expansion if needed. The facility and consist mostly of large Douglas fir trees. All large site analysis criteria included: trees removed from the site will be replaced at a 2:1 ratio. Every effort will be made to maintain the current woodlands • Access to the site to include proximity to major highways surrounding the site. and bus routes • Adequate parking for patrons and staff The Tumwater site also provides access to major streets, • Site preparation costs (including demolition and/or re- highways, and mass transit and is less than a mile from purposing existing structures) access to I-5. It is situated on three major bus routes, includ- ing an express route to Tacoma. The site provides enough • Highest and best use of the site existing land for surface parking for staff and patrons with • Program needs space left over for additional landscaping. Parking spaces • Capability to construct and operate a facility allowing would be set aside to accommodate electric vehicles, for repayment of construction bonds without adversely handicapped parking, busses, and motor pools/shared impacting agency operations commute. • Site availability and costs The site itself, while owned by the Port of Olympia, is pro- • Future facility expansion potential posed to be leased for 75 years to the Secretary of State’s office. This practice is the same as the Secretary of State’s Of the sites considered both by SRG and after recent office has with four regional universities where the land is consideration, the Modular Building site in Tumwater owned by the schools and the buildings owned by the state adjacent to the Secretary of State’s Records Center was of anywhere from 75-100 years. considered the most preferable site. After further planning and discussion with the Department of Enterprise Services (DES), DES then advised the Secretary of State’s office that the site was unavailable after the 2016 Predesign was completed and approved by the Office of Financial Management. The Legislature followed-up by providing legislation which directed either building the facility around he existing modular building, thus the state printer remains at the current location, or the design of the facility at a new location. The decision by the Secretary of State’s office was to look for a new site and the one preferred at the NE corner of Linderson and Tumwater Boulevard in Tumwater was chosen.

Site Analysis [33] THIS PAGE INTENTIONALLY LEFT BLANK.

[34] Washington State Archives & Library Predesign Proposed site for the future Washington State Library and Archives Building Tumwater Boulevard and Linderson Way SE

Proposed site for the future Washington State Library and Archives Building 7300 Linderson Way SW, Tumwater, WA

Site Analysis [35] THIS PAGE INTENTIONALLY LEFT BLANK.

[36] Washington State Archives & Library Predesign 5 Project Budget Analysis THIS PAGE INTENTIONALLY LEFT BLANK.

[38] Washington State Archives & Library Predesign 5.0 Project Budget Analysis

5.1 Major Assumptions • Design Contingency in the estimate was removed since C-100 already calculates under design services While major assumptions have remained constant, an contingency, plus estimate exceeds 5% allowable updated unit pricing is based on September 2018 costs and contingency maximum. was assembled by WT Partnership of Seattle. • Bid General Conditions was revised to maximum allowable rate of 5%. A reasonable allowance of estimating contingency has been included to account for the level of the design and the • The C-100 contains automatic percentages for things complexity of the project. In the C-100, escalation has been such as A/E Design Services, Bid/Construction/ based on an allowance of 3.8% per annum. Closeout, and Design Services Contingency. These estimates are not included in the consultants estimate.

While the estimate supplied by WT Partnership of Seattle provides the basis for the C-100, there are some elements While the estimate and C-100 may differ somewhat, the within the C-100 which are preprogrammed for certain final cost for this project within 2% of pre-escalation price calculations not included in the estimate. The estimate too between the two documents. The C-100 is ultimately the contains assumptions which are not included in the C-100 document of record for the predesign, but it is based almost because of state requirements and differing standards entirely on the consultants estimate. between public and private sector projects. Staff with the Secretary of State’s office completed the C-100 utilizing the estimate while abiding by Office of Financial Management and state requirements. The following are differences between the estimate and C-100.

Project Budget Analysis [39] C-100 SUMMARY

STATE OF WASHINGTON AGENCY / INSTITUTION PROJECT COST SUMMARY Agency 085 Office of the Secretary of State Project Name Library-Archived Building OFM Project Number 30000033

Contact Information Name Mark Neary Phone Number (360) 902-4186 Email [email protected]

Statistics Gross Square Feet 174,955 MACC per Square Foot $354 Usable Square Feet 143,463 Escalated MACC per Square Foot $379 Space Efficiency 82.0% A/E Fee Class B Construction Type Archive building A/E Fee Percentage 5.88% Remodel No Projected Life of Asset (Years) 75 Additional Project Details Alternative Public Works Project Yes Art Requirement Applies Yes Inflation Rate 3.12% Higher Ed Institution No Sales Tax Rate % 8.90% Location Used for Tax Rate Tumwater Contingency Rate 5% Base Month June-18 Project Administered By Agency

Schedule Predesign Start July-15 Predesign End July-18 Design Start August-18 Design End August-18 Construction Start November-19 Construction End August-21 Construction Duration 21 Months

Green cells must be filled in by user

Project Cost Estimate Total Project $101,250,258 Total Project Escalated $108,142,773 Rounded Escalated Total $108,143,000

[40] Washington State Archives & Library Predesign

C-100(2016) Page 1 of 2 12/6/2018 5.1.1 Description of Existing Programs and Facilities Until 2001, the State Library was located in the Pritchard Building on the Capital Campus. Following the 2001 THE STATE ARCHIVES earthquake, the Library was moved to a temporary leased The State Archives preserves important long-term legal and location in a privately-owned office park in Tumwater. The historical records of state government. The records date temporary location is not adequate in size or layout for back to 1853 and include the original territorial and state making the collections available to the public. The square laws, the 1889 State Constitution, territorial tribal and local footage of the space is also inadequate, forcing the Library census documents, Supreme Court case files, executive- to lease overflow space for additional storage. Together, level policy files from state agencies, and legislative records the two leases cost over $1.2 million per year. The current to name a few. These constitute 3% of all records created facility was built as an office building, not a library. Weight by state government. Temperature and humidity-controlled restrictions require that most of the collection be placed on storage environments are critical to maintain archival the ground floor, which is not accessible to the public. records and ensure proper preservation. Fluctuating and unstable temperature and humidity levels have a substan- THE CORPORATIONS AND CHARITIES DIVISION tially negative effect on the Archives collections. The Corporations and Charities is responsible for the The State Archives receives an average of 2,500 boxes of following programs: business formation, maintenance, archival-quality records each year from state agencies. The and registration; charitable solicitations, charitable trusts, State Archives facility on the Capital Campus, is located and commercial fundraisers; apostilles and international between Capitol Way and the Highways-Licensing Building certificates; trade- marks; domestic partnerships; service in an underground facility built in 1962, and has been full of process; business and charities outreach and education; since 2005. Since then, the Archives has been forced to and digital signature/ electronic authentication. store important archival records at the State Records Center in Tumwater. While the Records Center is secure, it does not The Corporations and Charities Division is housed in a have sufficient temperature and humidity controls for long- 1915 era facility extensively renovated in 2000. The building term preservation of archival records. The building does not covers four floors with 17,000 square feet overall but only meet modern energy efficiency standards. 9,500 is usable for office and public space. The rest is used for building infrastructure and structural support. Staff The Archives is currently paying approximately $374,578 is split between all four floors which is not conducive to per year in rent and $141,000 per year for leased space in working in a collaborative and efficient manner. The space a non-state facility to house the overflow due to the lack is very inefficient for program activities, needs expensive of space in the current facility. The storage space does security and exterior upgrades, and does not fit the current not meet national archival standards for temperature and program model which has moved away from in-person visits storage. to on-line registration. It would cost more to refurbish it to an acceptable standard than provide equivalent space in a new purpose built facility. Corporations Division is paying THE STATE LIBRARY $390,999 per year in rent. The State Library coordinates services to all libraries in the state, such as regional libraries, community college As in-person visits continue to decline due to on-line libraries, higher education academic libraries and librar- registration, demand for greater customer and IT sup- ies in state correctional facilities. Many services and port is constrained by the design of the current facility. subscriptions made available to the public at regional and Furthermore, as a restored historic structure, major community college libraries are coordinated and funded modifications to open up space and provide for a better by the State Library. The State Library also develops and work and security environment are prohibitive. Lastly, the maintains a growing collection of research materials building is in need of major exterior work to prevent further focused on Washington State history, natural resources, and water infiltration and structural degradation, lacks parking, government. and the HVAC system is in need of major repairs.

Project Budget Analysis [41] THE ELECTIONS DIVISION • Legacy Washington (43.07) is an educational program that shares Washington history with schools, universities Responsibilities of the Secretary of State’s Office, with and the public at large. The project relies on unique regard to the electoral process in Washington, are to collections held by the Washington State Library and oversee the conduct of elections by the counties, provide the Washington State Archives. Legacy Washington a clearinghouse for election innovation, and advocate for books, profiles and exhibits are currently in use in many election reform and voter access to the legislature. Other classrooms around the state and accessible though duties include: libraries across the country. All work published by the project is available and free online. • Supervising state and local elections, and certifying the results of state primaries and general elections. To support the Secretary of State’s operations, the office’s • Filing and verifying initiatives and referendums. Operations Division, including Human Resources, budget • Producing and distributing the state Voters’ Pamphlet and fiscal office, contracts, payroll, IT, and purchasing, and election-notice legal advertising. provide support to the entire agency. Consolidating these programs in this new facility will benefit the office through The Election Division is housed in a former bank building efficient use of space and better integration of employee that is leased from a private developer for $233,585 per services and support. year. The building is substandard. The lease expires in 2020. Twice a year, 4,000 square feet of space is used for process- The number of employee positions affected are as follows: ing initiatives and referendums. During the other 10 months the space is mostly empty and unused. When initiatives Library Building 61 are received to be checked and counted, each are taken to the State Archives for scanning away from the Elections Archives Building 31 office then returned after scanning. Collocating with the Archives will help with minimizing movement of initiatives Dolliver Building 71 for scanning. Space that is freed up after initiatives and referendums have been processed could be made available Elections Building 40 as a meeting space for other tenants of the new Library- Archives Building. Total 203

The two off-site storage facilities are staffed by Library and SPECIAL PROGRAMS AND OPERATIONS DIVISION Archives employees from their main buildings. The Secretary of State’s Office operates a number of special programs that include the Productivity Board, Combined Fund Drive, and the Legacy Washington project. 5.1.2 Alternatives and Consequences of Not Proceeding With Preferred Alternative • The Productivity Board (RCW 41.60) administers the Employee Suggestion Program and the Teamwork The State Library and Elections are currently in a leased Incentive Program. Both may offer cash incentives facility. The Library building, which also houses Special to state employees who suggest money-saving programs and office operations, was intended to be a “tem- improvements. Board members include representatives porary” location but the Library has now been there for over of state agencies, higher education, private businesses ten years. The location does not allow the public to access and organized labor. as many resources as are available due to space and layout • The Combined Fund Drive (CFD) (RCW 41.04) is constraints. The Library has to lease additional overflow Washington State’s workplace giving program for space to store the collection. The two leases cost over $1.2 active and retired public employees. State and higher million per year. The Secretary of State’s Office believes education employees are invited to give to the charity that those funds are better spent on the operating costs of of their choice through payroll contribution and agency fundraising events.

[42] Washington State Archives & Library Predesign a state-owned building that houses the State Library rather archives. The Library and Elections Divisions are in leased than continuing to lease a private office building where privately owned facilities. The current library building most of the collection is inaccessible to the public. functions far better as an office building than a library. The Elections Division is in a 1960s-era former bank b The Archives reached capacity in 2005, resulting in the need to store archival documents in an off-site storage facil- building that is substandard to the needs of the agency. ity that does not meet environmental and storage standards. The Corporations and Charities Division is located in a 1915 The Division can also refuse to accept archival records from renovated building which, due to its structure and historic state agencies but this will result in the loss of the state’s designation, cannot be modified or improved upon without most important historical and legal documents, such as the causing major modification to its historic design and layout. original signed versions of bills, Supreme Court and Court of Appeals opinions, and gubernatorial proclamations. This Although no single existing space available to the office can is the most significant 3% of state records. The inability to meets its programming, environmental, and security needs, store additional short-term records of State Agencies will the multiple separate facilities currently in use have resulted negatively impact each agencies’ current operating space in inefficient use of space and resources. Collocation can needs. State Agencies adhering to the records retentions maximize the use of space and enhance the customer schedules would have to store these records in high dollar experience through unified areas such as a shared research per square foot office space as opposed to the Records reading room, conference rooms, IT training space, and Center warehouse. publically-accessible collections (e.g. microfilm/fiche areas, map collection room, genealogical research). It can also Off-site storage for the Archives and Library create a realize efficiencies by unifying staff areas such as the server burden on employees, state agencies, and the public who room, lunch/break room, scanning lab, preservation lab must endure longer wait times while items are retrieved (including book binding and a freeze/dry processing space), from off-site locations. Rent on both these facilities costs vaults and secure storage space, and building infrastructure $185,000 a year and could be better spent on a new facility. (e.g. lobby, restrooms, elevators, stairs, security kiosk, supply Both storage facilities are not, nor were they meant to be, rooms, janitor closets, etc.). The goal is to collocate and con- designed for temperature controlled long-term records and solidate. No single existing space can meet the programing, document storage. environmental, and security needs that a new facility would.

5.2 Related Budget To Scope Of Work 5.4 Cost Planning Vs. Cost Estimating The budget for this project is dedicated solely for the design In the 2016 Predesign a preliminary cost estimate has been and construction of a Library-Archives facility on the site prepared for all three sites and building alternatives. The recommended in Tumwater. No funding will be used for estimates are prepared by Rider Levett Bucknall, and are Secretary of State’s other facilities or to respond to deferred based upon assumptions prepared from the site plans, floor maintenance on other facilities. plans, building systems narratives, and program breakdown provided by the design team. The original plan was to build on existing foundations surrounded by an existing parking lot. With the new alternative location on Linderson 5.3 Effective Utilization Of Space and Tumwater Boulevard, the whole site will need to be developed. This, along with the escalation in construction As noted in Section 5.1.5, because there is no more room in cost have resulted in a project which may cost more, but either the Library or Archives facilities, extra storage must will deliver a better product, free from the constraints of be leased for the Archives and Library to house overflow the previous site. The C-100, utilizing the estimate by WT material, a situation that leads to fragmentation of these Partnership, accounts for a project escalation and con- collections. The Archives is in a facility more than 50 years tingencies based on OFM standards. Where design and old, lacking the space and infrastructure to support modern specification information was insufficient, assumptions and

Project Budget Analysis [43] allowances were made based wherever possible on discus- 5.5 Funding Sources and Methods sions with the design team. Historical data from similar Currently, divisions within the Office of the Secretary of projects, cost information from suppliers and subcontrac- State (OSOS) are located in separate leased facilities tors, and conditions in the local construction market were throughout Olympia and Tumwater. Consolidating all six taken into consideration. facilities into a new Library-Archives Building creates the opportunity to reallocate current annual rent payments of Unit pricing is based on September 2018 costs. $2,180,291 into one facility. This new facility is financed, in part, through a Certificate of Participation (COP $103M) and A reasonable allowance of estimating contingency has a 2018 Legislative Appropriation of $5 million for design. been included to account for the preliminary level of the Additionally, the office will request a recording fee increase design and the complexity of the project. The costs used in of $2.00 on documents filed at County Auditors’ Offices. this estimate are based on the assumption that competitive In addition to the $2 fee increase is the transfer of the $.50 bids for all trades will be received, unless noted otherwise, fee which funded the COP for the Digital Archives facility in and that the contractor will be required to pay state prevail- Cheney, Washington. The Digital Archives debt was paid in ing wages for the areas including travel and associated full during FY 2018. fringe benefits. Exhibit A provides the details of the facilities referenced With approval of this Predesign Addendum, OFM released above. the $5 million in appropriated design funds. The architect will design the facility and come up with an estimate based Exhibit B documents the current lease agreements within on concrete factors with a more exacting amount which each division less any debt service currently owed on will drive the final COP and budget request for this building existing COP’s. Revenue associated with RCW 36.22.175(3) during the 2019 session. Until the architects work is under- that will be available after the Cheney Digital Archives COP way, the estimate is the most accurate document available is satisfied in 2018. The projected total cost of the facility when assuming the cost of this important and vital project. is $108 million based on the C-100. It is anticipated the funding sources and reductions noted in Exhibit C will lower the final COP cost.

EXHIBIT A - FACILITY DETAIL

BUILDING ADDRESS BUILDING OWNER REPORTED LEASE LEASE END CURRENT CURRENT NAME SQUARE FEET START DATE DATE MONTHLY YEARLY RENT (NET) RENT

Archives Bldg 1129 Washington St SE, Department of Enterprise 47,900 7/1/2017 6/30/2019 $31,214.83 $374,577.96 Olympia Services

Elections 520 Union Ave SE, Sami Company LLC 10,668 7/1/2015 6/30/2020 $19,465.45 $233,585.40 Building Olympia

Library Annex 7510 New Market ST Department of Enterprise 6,382 7/1/2017 6/30/2019 $3,930.25 $47,163.00 SW, Tumwater Services

Dolliver 801 Capitol Way, Department of Enterprise 17,000 9/20/2000 6/30/2021 $32,583.33 $390,999.96 Building Olympia Services

Records 8009 River Drive, Kaufman Development LP 25,000 8/1/2015 8/1/2020 $11,750.00 $141,000.00 Center Annex Tumwater

Washington 6880 Capitol Blvd SE, Vine Street Investors LLC 49,904 1/1/2017 12/31/2021 $82,747.07 $992,964.84 State Library Tumwater

156,854 $181,690.93 $2,180,291.16

[44] Washington State Archives & Library Predesign EXHIBIT B - DEBT PAYMENT PLAN

Annual Rent/Revenue/Funding Source

Year Cheney New $2 Elections 001 Corps 407 Library 14E Records Archives Total $103,000,000 Shortfall COP .50 recording Rent Rent Rent 441/006 441/006 Available (Excess) RCW fee Rent 36.22.175

2019 $795,296 $1,590,591 $2,385,887 $2,337,414 $48,473 1

2020 $797,289 $3,189,156 $3,986,445 $6,535,625 $(2,549,180)

2021 $799,282 $3,197,128 $3,996,410 $6,546,125 $(2,549,715) 2

2022 $801,280 $3,205,120 $155,724 $260,667 $714,221 $96,820 $377,452 $5,611,284 $6,546,250 $(934,966) 3

2023 $803,283 $3,213,132 $233,585 $391,000 $1,071,332 $145,230 $566,178 $6,423,740 $6,541,125 $(117,385)

2024 $805,292 $3,221,168 $233,585 $391,000 $1,071,332 $421,230 $574,800 $6,718,407 $6,540,500 $177,907

2025 $807,305 $3,229,220 $240,847 $391,000 $1,071,332 $421,230 $574,800 $6,735,734 $6,534,125 $201,609

2026 $809,323 $3,237,292 $240,847 $391,000 $1,071,332 $421,230 $574,800 $6,745,824 $6,531,750 $214,074

2027 $811,346 $3,245,384 $240,847 $391,000 $1,071,332 $425,387 $581,000 $6,766,296 $6,528,000 $238,296

2028 $813,375 $3,253,500 $240,847 $391,000 $1,103,472 $425,387 $581,000 $6,808,581 $6,527,500 $281,081

2029 $815,408 $3,261,632 $248,100 $391,000 $1,103,472 $425,387 $581,000 $6,825,999 $6,520,000 $305,999

2030 $817,447 $3,269,788 $248,100 $391,000 $1,103,472 $425,387 $581,000 $6,836,194 $6,520,125 $316,069

2031 $817,490 $3,269,960 $248,100 $391,000 $1,103,472 $425,387 $581,000 $6,836,409 $6,512,500 $323,909

2032 $821,539 $3,286,156 $248,100 $391,000 $1,136,576 $430,075 $586,200 $6,899,646 $6,511,750 $387,896

2033 $823,593 $3,294,372 $248,100 $391,000 $1,136,576 $430,075 $586,200 $6,909,916 $6,507,375 $402,541

2034 $825,652 $3,302,608 $248,100 $391,000 $1,136,576 $430,075 $586,200 $6,920,211 $6,499,125 $421,086

2035 $827,716 $3,310,864 $255,543 $391,000 $1,136,576 $430,075 $586,200 $6,937,974 $6,496,500 $441,474

2036 $829,785 $3,319,140 $255,543 $391,000 $1,136,576 $430,075 $586,200 $6,948,319 $6,493,875 $454,444

2037 $831,860 $3,327,440 $255,543 $391,000 $1,170,673 $439,697 $586,200 $7,002,413 $6,485,875 $516,538

2038 $833,939 $3,335,756 $255,543 $391,000 $1,170,673 $439,697 $591,350 $7,017,958 $6,482,000 $535,958

2039 $836,018 $3,344,072 $255,543 $391,000 $1,170,673 $439,697 $591,350 $7,028,353 $6,476,625 $551,728

2040 $838,097 $3,352,388 $263,309 $391,000 $1,170,673 $439,697 $591,350 $7,046,514 $6,469,250 $577,264

2041 $840,176 $3,360,704 $263,309 $391,000 $1,205,793 $439,697 $591,350 $7,092,029 $6,464,250 $627,779

2042 $842,255 $3,369,020 $263,309 $391,000 $1,205,793 $447,738 $591,350 $7,110,465 $6,456,000 $654,465

2043 $844,334 $3,377,336 $263,309 $391,000 $1,205,793 $447,738 $591,350 $7,120,860 $6,448,875 $671,985

2044 $846,413 $3,385,652 $263,309 $391,000 $1,205,793 $447,738 $596,500 $7,136,405 $6,442,125 $694,280 1. New fee to start July 2019 2. Shortfall covered with fund 407 contribution of $6M 3. Move in Nov. 2021 - 8 months rent

EXHIBIT C Debt schedules based on both of these assumptions are included in Exhibit B. The debt schedules were based on a C100 Est Building Cost Jul 2018 $ 108,143,000 25 year instrument with a face value of 4.01%. Leg Architect Appropriation 2017 $ (5,000,000) Total for COP $ 103,143,000

Project Budget Analysis [45] THIS PAGE INTENTIONALLY LEFT BLANK.

[46] Washington State Archives & Library Predesign 6 Master Plan & Policy Coordination THIS PAGE INTENTIONALLY LEFT BLANK.

[48] Washington State Archives & Library Predesign 6.0 Master Plan & Policy Coordination (Refer to the 2016 Predesign)

Master Plan & Policy Coordination (Refer to the 2016 Predesign) [49] THIS PAGE INTENTIONALLY LEFT BLANK.

[50] Washington State Archives & Library Predesign 7 Facility Operations and Maintenance Requirements THIS PAGE INTENTIONALLY LEFT BLANK.

[52] Washington State Archives & Library Predesign 7.0 Facility Operations & Maintenance Requirements (Refer to the 2016 Predesign)

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[54] Washington State Archives & Library Predesign 8 Project Drawings, Diagrams & Narratives THIS PAGE INTENTIONALLY LEFT BLANK.

[56] Washington State Archives & Library Predesign 8.0 Project Drawings, Diagrams & Narratives

8.1 Site Plans, Building Plans, Building Volumes

SITE PLAN DIAGRAM to 73rd Ave SW

10’ landscape buffer between parking area and right of way Linderson WaySW

Visitor Staff Parking Parking

WA State

• Side walk improvements Library-Archives include 6’ concrete sidewalk, 8‘ Building planting strip, and trees 25’ OC.

• Buffer between parking area and right of way includes 10’ Plaza planting strip and trees 35’ OC.

• Landscape in parking includes a planted bed and tree between every 10 parking spaces

• Retain no less than 20% of existing trees; based on canopy coverage from aerial photographs, we are retaining aprox. 25% Type 2 landscape buffer Tumwater Blvd SW at side walk

Washington State Library-Archives Building - Landscape Diagram SiteWorkshop LANDSCAPE ARCHITECTURE

Project Drawings, Diagrams & Narratives [57] LEVEL 1 BUILDING PLAN DIAGRAM

TO 73rd AVE SW

STORMWATER POND

TO LINDERSON WAY

SERV MECHANICAL 1,200 7,500 SF SF

LIBRARY/ ARCHIVES SUPPORT STORAGE 15,000 SF 6,000 SF 28,000 SF

CORE 3,200 SF VISITOR PARKING VISITOR PARKING STAFF PARKING STAFF PARKING STAFF PARKING STAFF LOBBY / CIRC SUPPORT PLAZA 3,000 SF 2,000 SF

PUBLIC / OFFICE CONFERENCE 10,500 SF STORMWATER 9,000 SF STORMWATER POND POND

0’ 25’ 50’ 100’ TO TUMWATER BLVD.

LEVEL 1 SUB-TOTAL 85,400 GSF

[58] Washington State Archives & Library Predesign LEVEL 2 BUILDING PLAN DIAGRAM

OFFICE 15,000 SF STORAGE 48,000 SF

CORE 3,000 SF

LOBBY / CIRC SUPPORT 1,600 SF 2,000 SF

OFFICE 20,000 SF

0’ 25’ 50’ 100’

LEVEL 2 SUB-TOTAL 89,600 GSF

TOTAL BUILDING AREA 175,000 GSF

Project Drawings, Diagrams & Narratives [59] VIEW FROM THE SOUTHWEST

VIEW FROM THE NORTHWEST

[60] Washington State Archives & Library Predesign VIEW FROM THE SOUTHEAST

VIEW FROM THE NORTHEAST

Project Drawings, Diagrams & Narratives [61] 8.2 Civil Narrative

SITE DESCRIPTION The subject site is bounded on the south by Tumwater Boulevard SW, on the west by Linderson Way SW, on the east by vacant land zoned for industrial use, on the northeast by the Brighton Park Grange, and on the north by the vacant 73rd Avenue SW right-of-way. The site consists of parcel 79290000000 and a portion of parcel 12710100000. The site is mostly flat, and the southwest corner of the site has been cleared, with the remainder forested. Along the south edge of property, there is an exist- ing stormwater pond to serve existing improvements along Tumwater Boulevard.

SOILS A Geotechnical Feasibility Study by Landau Associates, Inc., dated June 14, 2018, has been conducted for the subject site. Soils testing indicate that, considering seismic risks and foundation design, the proposed project is feasible at this site. Preliminary analysis of the infiltration capacity of the soils at this site indicates that 2 inches per hour is an appropriate infiltra- tion rate for design purposes. Pilot infiltration testing will be needed prior to final design to confirm infiltration rates.

The site is located in an area of Tumwater with documented high groundwater. While infiltration is a viable solution for man- agement of surface water and fully meets all City of Tumwater requirements, separation between stormwater management facilities and the documented high groundwater depth must be maintained.

STORMWATER MANAGEMENT Storm drainage for the site is regulated by the City of Tumwater Drainage Design and Erosion Control Manual (DDECM) dated January 2018. The manual states that projects that create more than 5,000 SF of impervious surface area must meet all eleven of the city’s minimum requirements. This development will exceed this threshold.

The DDECM requires that quantity control be provided for new and redeveloped impervious surfaces. Infiltrating all runoff will meet this requirement. Since the soils most likely will allow infiltration, infiltration ponds or trenches or other measures will be used to infiltrate all runoff. An estimated 450 acre-feet of storage is necessary for the purpose of detention and infiltration of the building roof area.

The DDECM requires that runoff from pollution-generating surfaces, including all surfaces subject to vehicular traffic, be treated before being discharged from the project site. Pre-treatment and infiltration through native soil with adequate cation exchange capacity and an infiltration rate of less than 9 inches per hour meets this requirement.

Because of the presence of high groundwater, infiltration facilities will be required to be located a minimum of 3 feet above the maximum high groundwater elevation. The high groundwater elevation has been documented to rise to an elevation of 184.9 in previous conditions. A minimum finished floor elevation of 194.50 to 196.50 has been established to accomodate the high groundwater, minimum separation from groundwater to bottom of infiltration facility, and estimated length of pipe at minimum slopes and covers to convey water from the roof downspouts to the infiltration ponds. An estimated 30,000 to 45,000 cubic yards of fill is required to raise the building to this elevation. Refer to attached diagram.

SENSITIVE AREAS This site is located within a critical aquifer recharge area.

[62] Washington State Archives & Library Predesign N

INFILTRATION POND

GRAPHIC SCALE 0 15 30 60

1" = 30 FEET STAFF PARKING VISITOR PARKING

NEW BUILDING LINDERSON WAY SW INFILTRATION POND

TUMWATER BLVD SW

2215 North 30th Street, JOB NO. Suite 300, WASHINGTON STATE ARCHIVES 2180169.10

Tacoma, WA 98403 DATE: 4/25/2018 253.383.2422 TEL CONCEPTUAL SITE PLAN 253.383.2572 FAX CASE 1: GROUNDWATER AT 185' EX-1

FIRE LANE

The site is adjacent to roadways that are adequate for emergency vehicle access. The site plans will provide additional emer- gency vehicle access to points around the building perimeter.

WATER SERVICE The site has access to water mains on the north side of Tumwater Boulevard SW and the west side of Linderson Way SW. The City of Tumwater requires that all portions of a building be within 150 feet of a fire hydrant. A water main loop will need to be constructed around the north and east sides of the new building, and additional fire hydrants will need to be added to the site, to provide adequate fire protection. Recent test results at a nearby site indicate the flows will likely be adequate for this project.

SANITARY SEWER Sanitary sewer service is provided by City of Tumwater. Sewer mains are available within the vacant 73rd Ave SW right-of-way north of the site at elevations of 189 to 191. Records indicate that sewer is also available along the south side of Tumwater Boulevard SW across the street from the site.

POWER AND TELECOMMUNICATIONS The existing site has access to power and telecommunications facilities along both Tumwater Boulevard SW and Linderson Way SW.

Project Drawings, Diagrams & Narratives [63] ENVIRONMENTAL IMPACTS The Tumwater area is known to be inhabited with Mazama Pocket Gophers and Taylor’s Checkerspot Butterfly, a biologist is recommended for further investigation to ensure neither species inhabits any of the sites.

ZONING REQUIREMENTS The site is within the Town Center (TC) Zone.

FRONTAGE IMPROVEMENTS

The site will require frontage improvements, including addition of planter strips and new sidewalks to both Tumwater Boulevard SW and Linderson Way SW, to meet the City of Tumwater’s street standards. Improvements to the vacant 73rd Ave SW right-of- way may also be required. Alternatively, the design team may attempt to request design deviations from the City of Tumwater to allow the existing sidewalks to remain.

CONCLUSION The subject site will allow the construction of the project, as proposed, but may incur some added costs to fill the site in order to meet stormwater facility clearance requirements from historic groundwater elevations. Some mitigating circumstances include the presence of available utilities, and a location that is easily accessible to the public.

This analysis is based on data and records either supplied to or obtained by AHBL. These documents are referenced within the text of the analysis. The analysis has been prepared using procedures and practices within the standard accepted practices of the industry.

8.3 Landscape Narrative

SITE CONTEXT This 8.6 acre Tumwater site provides access to major streets, highways, and mass transit and is less than a mile from access to I-5. It is situated on three major bus routes, including an express route to Tacoma. The site provides enough potential surface parking for staff and patrons with space left over for landscaping and stormwater ponds. Parking spaces would be set aside to accommodate electric vehicles, handicapped parking, busses, and motor pools/shared commute.

Adjacent properties include the UPS Customer Service Center to the east, state administrative functions to the south and west, and a New Market Skills Center campus to the north.

ADJACENT PUBLIC RIGHT-OF-WAY There is existing curb, gutter and sidewalk infrastructure along Tumwater Blvd and the South half of Linderson Way SW. 73rd Ave SW abuts the property to the north and is unimproved on this site’s frontage. 73rd Ave SW turns into a pedestrian only asphalt pathway near the north edge of the east property line. The Tumwater code states that frontage improvements will be required if construction exceeds 25% of the assessed valuation of the existing property, or frontage improvements will be controlled by the structured development process. We have assumed that Tumwater Blvd and Linderson Way will need curb and gutter improvements, updated street lighting, buffer landscaping, street trees and sidewalk. A short stretch of 73rd Ave SW may be improved to provide access from this road to the parking area.

[64] Washington State Archives & Library Predesign TREE PROTECTION Tree protection will be required around the existing trees to remain. Refer to site Diagram for Tree protection areas. Slightly more than half of the site is mature evergreen and deciduous tree canopy cover. Trees to be retained shall be flagged or otherwise marked and shall have temporary fencing installed around the critical root zones. These trees must be field verified by the city tree protection professional before any demo work begins.

PARKING Parking requirements in Tumwater are based on number of employees, square footage and land use type. Depending on whether the building is designated as Office/government or library, or a combination of both, there may be more or less required parking. There is flexibility built into the code to either reduce or increase the fixed numbers, so the final parking determination will happen during design. 244 parking stalls are required by the proposed project. 10 short term bicycle parking spaces are required as well as 4 long term bike parking spaces.

If administrative modification to the required number of spaces is desired, there are several ways to do this, which are described in TMC section 18.50.075(B). These include providing double the amount of interior landscaping within the parking lot, purchasing and installing a transit shelter, constructing a transit pullout, or constructing covered bike parking.

LANDSCAPE REQUIREMENTS New Landscaped Areas: • Sub-grades for all landscape areas shall be prepared by decompacting 12” minimum depth prior to incorporation of import or amended topsoils. • All landscaped area shall be designed with an under drainage system to allow planter areas to drain. Underdrains may be eliminated at areas with a demonstrated high rate of sub-grade infiltration. • Import topsoil depths shall be 12” minimum • All landscape areas shall be irrigated through establishment with an automatic irrigation system. • All landscape areas shall receive 2” organic mulch layer at planter surface. • All trees shall be field staked to prevent damage from wind during establishment. • Trees and shrubs shall meet ANSI standard for nursery stock.

Tree Clearing:

• Per Tumwater code, no less than 20% of existing trees shall be retained, or 12 trees per acre (whichever is greater). Any exceptions to this must go through an approval process. If approved, three trees must be planted for each additional tree beyond the 20% minimum that is cleared.

Right of Way Improvements between curb lines and property line: • Type 2 landscape per Tumwater municipal code. This would be an 8’ landscape strip with trees, evergreen shrubs and groundcovers. • Trees shall be any combination of deciduous and evergreen (with no more than fifty percent being deciduous). One tree shall be provided for each twenty-five lineal feet of landscaped area. • Per Tumwater municipal code, new concrete sidewalks and 6’ wide.

Project Drawings, Diagrams & Narratives [65] Parking Area Interior Buffers: • Between the parking area and right of way, a 10’ wide landscape buffer with shade trees every 35 lineal feet of landscaped area must be provided. • Parking area buffer landscape can be a combination of grass, shrubs and trees. Each planting area must contain at least 1 tree, and all parking area trees must be deciduous. • Landscape islands must be a min. of 8’ wide. • A parking area with more than 100 spaces requires at least 35 sf of landscape for each stall proposed. For 244 spaces, 8,540 sf are required. Our current preliminary plan proposes 21,400 sf.

Irrigation Systems: • Irrigation systems shall be designed using low flow, water efficient irrigation heads and or drip irrigation systems. • Irrigation controllers shall provide automatic seasonal and weather adjustment controls to minimize overuse of potable water. • Irrigation systems shall be used to establish plant materials and shall only be used during times of prolonged drought after plant establishment (first 2- 3 seasons) • Stormwater runoff from parking areas must be retained and disposed of on site. There are storm water retention pond at the southeast and south west corners of the building, plus an additional storm retention pond north of the main drive. The total bioretention proposed for the preliminary plan is approximately 8,000 sf.

Circulation:

• The site will have drive way access from Linderson Way which connects to both the staff and visitor parking lots. From the staff parking lot, it will be possible to access either Tumwater Blvd to the south or 73rd Ave SW to the north. Pedestrian circulation will include safe and accessible routes from both parking areas to the building. In addition, there will be a small plaza between the visitor parking area and the building. The plaza will also be accessible by a pedestrian path from Linderson Way to the west. The total proposed new pedestrian circulation area totals 9,300 SF

8.4 Structural Narrative The proposed new building at the corner of Tumwater Boulevard SW and Linderson Way SW in Tumwater, Washington consists of new 174,955 square foot, two-story concrete and steel framed structure with office and archival/library space. Compact shelving systems with corresponding heavy floor loads are anticipated in the archival storage areas.

The new (heavily loaded) archival/storage portion of the building will be a two-story concrete framed structure with a steel framed roof. Level 1, the ground floor level, will be a 6 to 8-inch-thick reinforced concrete slab cast on compacted fill. The upper floor, supporting compact shelving, consists of a two-way spanning concrete flat slab utilizing a 20’ x 20’ grid. The roof will be steel framed with a metal roof deck. The column spacing for the roof can be a continuation of the 20’ x 20’ floor grid or could be increased to 20’ x 40’ or 40’ x 40.

The two-story building housing office, conference rooms and public spaces will be steel framed with a composite concrete on metal deck floor and a metal deck roof.

The lateral force resisting system for the building will consist of steel braced frames; one bay at each perimeter wall and concrete shear walls at the stair/elevator core of the two-story office portion of the building and one bay (20 feet) of concrete shear wall at each perimeter wall and interior of the archival/storage portion of the building.

[66] Washington State Archives & Library Predesign The site is located in a known high-groundwater hazard area; necessitating separation between the season high groundwater elevation and occupied spaces. To provide separation between groundwater and the structure, the design team proposes using imported structural fill to raise the elevation of the ground level floor (Level 1) elevation approximately 6 to 8 feet. Refer to attached sketch.

A Technical Memorandum prepared by Landau Associates, titled Geotechnical Feasibility Study Washington State Library and Archives Predesign Site 3 Planning Study Tumwater, Washington – Project No. 1754001.010.011, dated June 14, 2018 (Section 10.15 of this report) provides recommendations for the design of structural foundation options. For the purposes of this study we have assumed spread footings bearing on a compacted structural fill with a capacity of 3,000 psf.

Typical interior column footings at the archival/storage area are expected to be approximately 13-foot square x 3 feet deep. Typical exterior column footings are expected to be approximately 7-foot square x 2 feet deep. The interior footings should be tied together with 1.5-foot-wide x 2-foot-deep concrete tie beams (poured monolithic with the slab on grade) to help mitigate differential footing settlement. A continuous 2.5-foot wide x 15-inch-deep footing will be provided at the perimeter of the build- ing. A 4-foot-deep mat footing will be provided at steel braced frames and the concrete shear walls.

Project Drawings, Diagrams & Narratives [67] 8.5 Architectural Narrative

PROGRAM ORGANIZATION The designated program fits comfortably on the 7300 Linderson site within a two-story building. The ground floor of the eastern and southern sides of the building site is appropriate for the program’s public spaces. An L-shaped form, addressing the corner of Linderson and Tumwater Blvd, could create a welcoming public face . The ground floor program includes the main entry and Lobby, the Library Reading Room, Archives Research Room, Conference Rooms, and Training Rooms. Above the public spaces, on the building’s second floor, is the majority of the office program – about 36,000 GSF. The office area includes open cubicles and private offices, conference rooms, and support spaces in sizes and configurations consistent with DES standards and tailored to individual departmental needs. Day-lighting skylights strategically distributed on the roof could bring natural light into the office area to reduce the building’s energy use and provide an office environment consistent with high-performance buildings.

Located in the middle section of the building would be a two-story 76,000 GSF secure storage area for the library and archives collections. This two-story block would have climate and humidity control appropriate for its archival storage function. As mentioned in the Structural Narrative, careful consideration must be given to this exceptionally robust two-story structure, anticipating heavy loads from storage on high-density compact shelving. The massing of the secure storage portion of the building, and its location within the site plan, should be designed to accomodate the long term growth of the library and archives collections, and the potential to expand the building. In the example site plan above, the storage could expand toward the east while maintaining a contiguous storage floor plate. Displaced surface parking could be relocated to another location on or off site.

To address the high ground water on site, the finished floor of the building will be raised 6-feet to 8-feet above existing grade, creating a challenge that should be overcome by an integrated design approach between the building architecture, landscape architecture, and civil engineering for stormwater management. The result should be welcoming to visitors and should strive to create an arrival and entry experience that is formal and distinguished, relecting the importance of this civic instituion.

EXTERIOR MATERIALS The design will be required to meet the current Washington State Energy Code building envelope standards, including continu- ous exterior insulation, minimal thermal bridging, and exceptional air barrier performance. To assist the cost estimating for this Predesign, it is assumed that an aluminum plate rainscreen system would be used for the opaque exterior walls, and a high-performance thermally broken curtainwall glazing system is used for the transparent portions of the exterior envelope. Although the Tumwater site is not part of the central Capitol Campus, the design of the exterior should acknowledge the scale, proportions, and quality of the Capitol’s historic structures, while reflecting the architectural thinking of our time. The choice of materials and detailing should be consistent with expectations for a 75-year building.

INTERIOR MATERIALS For general use office, conference room, and support spaces, the interior finishes should be consistent in quality with other recently purpose-built State Government facilities, such as the 1063 Building and the DES Building at 1500 Jefferson. To support the cost estimating for this Predesign, the interior is assumed to include the following materials and finishes. Interior partitions are primarily metal stud construction with painted drywall finish. Interior doors are solid-core wood veneer, set in wood or hollow metal frames with glazed relites where appropriate. Ceilings are suspended acoustic panels and floors are carpet tile.

[68] Washington State Archives & Library Predesign Throughout the public areas of the interior, the finishes should be of a higher quality to reflect the importance of the Library and Archives as timeless Institutions preserving Washington’s heritage. The secure storage areas of the building require fewer “finish” materials, utilizing a sealed concrete slab, limited interior partitions, and exposing the building systems and the underside of the structure overhead.

8.6 Mechanical, Electrical, & Plumbing Narrative

8.6.1 Mechanical, Electrical and Plumbing Utilities A. Natural Gas

1. Natural gas will be required for Heating Boilers and Domestic How Water heaters. A new gas service will be provided from the utility distribution.

B. Sanitary Sewer

1. The sanitary connections serving the building will be made to the sewer mains that exit the building. Most drainage will be by gravity with the exception of below grade spaces which will be routed to a lift station to be pumped from the building to the sanitary sewer.

C. Domestic Water and Fire Protection

1. The domestic water service will be served off of the existing utility water main. The fire protection service to the building will be provided by a 6-inch fire service routed to the building. The domestic and fire services will each be protected by a Washington State Approved reduced pressure backflow preventer assembly and a double check valve assembly respectively. The domestic water service will include a 3-inch water meter to monitor water consumption within the building.

D. Storm Water Drainage System

1. The building storm drainage system will include roof drains, terrace drains, area drains and an interior rainwater leader system. The roof drains will be routed to a storm water harvesting/retention tank system. The retained water will be filtered and pumped to be used for toilet and urinal flushing. All other drains will be routed to city storm water drainage system.

E. Campus Electrical Service

1. The new project location will be served from the Puget Sound Energy electrical distribution system for normal power.

8.6.2 Heating, Ventilation, & Air Conditioning

A. Design Criteria

1. Outdoor Design Conditions: a. Summer: 87F dry bulb (ASHRAE 0.4%). 66F wet bulb (ASHRAE 0.4%).

b. Winter: 20F dry bulb (ASHRAE 99.8%)

Project Drawings, Diagrams & Narratives [69] 2. 2. Indoor Design Conditions

a. Refer to Table 1 for the HVAC Design Conditions for the different spaces in the building.

3. 3. Codes and Standards:

a. The following codes and standards are applicable, in addition to any other local code requirements.

1) 2015 International Building Code with Washington State Amendments

2) 2015 International Mechanical Code with Washington State Amendments

3) 2015 Uniform Plumbing Code with Washington State Amendments

4) 2015 Washington State Energy Code

5) 2015 National Fire Protection Association (NFPA)

6) Sheet Metal and Air Conditioning Contractors National Association (SMACNA)

7) Underwriters Laboratories (UL)

8) American Society of Heating, Refrigeration & Air Conditioning Engineers (ASHRAE)

9) American Association of Balancing Contractors (AABC)

10) Air Movement and Control Association (AMCA)

11) Occupational Safety and Health Administration (OSHA)

12) Air Conditioning and Refrigeration Institute (ARI)

B. HVAC Systems

1. Chilled Water Systems

a. a. There will be two chilled water systems in the building:

1) High temperature chilled water at 58F to be used for the chilled beams. Sub loops will be created for each exposure on each floor for zone temperature control. Each sub loop will be provided with an inline circulating pump and mixing valve.

2) Low temperature chilled water at 35F to be used for the 24/7 systems and systems requiring lower tempera- ture supply air.

b. The high temperature chilled water systems will be provided with separate thermal storage tanks to store cooling energy at night for use during the day. This will reduce the impact on the peak capacity requirement of the Campus chilled water plant. The thermal storage tanks will utilize Eutectic material.

[70] Washington State Archives & Library Predesign c. The low temperature chilled water system will include closed circuit cooling towers, chillers, pumps and distribution system. All the components of this system will be connected to the emergency power system for continuous operation.

d. The high temperature chilled water system will include closed circuit cooling towers, electric driven chillers, pumps and distribution system.

e. When outdoor temperatures permit, the condensing water system will be interconnected with the high temperature chilled water system to provide hydronic free cooling that can be stored during the nighttime hours.

2. Heating Hot Water Systems

a. Gas fired condensing boilers will be used to generate 140F hot water as the heating source in the building. Heating hot water will be distributed throughout the building at 140F by three circulation pumps (each sized at 50% of total capacity) with variable speed drives. Hot water sub loops will be provided for the radiant heating panels in the floor. Each sub loop will be provided with circulating pumps and mixing valves to maintain the lower sub loop temperature.

3. Heating, Ventilation, and Air Conditioning Systems:

a. Refer to Table 1 for the system type for each space in the office.

b. System descriptions are as follows:

1) Chilled Beam – Overhead cooling source using chilled water in a passive element located either above a grille in the hung ceiling or exposed in spaces without ceilings. Room thermostats control chilled water flow through the elements for local temperature control. This system is planned for use in office spaces and used in conjunction with Floor Air system.

2) Floor Air – DOAS system using the raised floor for air distribution. The air system uses 100% outside air to provide ventilation air to the space. The system will also provide heating the perimeter spaces using zone heating coils during the winter season. This system is planned for use in office spaces and used in conjunction with the Chilled Beam system.

3) Radiant Floor – Hot water radiant heating system in the floor for space heating. The water temperature is modulated to maintain room temperature set point. This system is planned for use in lobbies.

4) CAV – Constant air volume system use for large single zone spaces that require special temperature and humidity conditions or fixed air quantities. This system is planned for use in archives and collection spaces. The floor air system also uses a CAV system to provide the fixed ventilation supply to the offices and auditorium.

5) VAV – Variable air volume system that provides for cooling and ventilation for areas requiring multiple temperature zones. This system is planned for use in the library, maintenance area and miscellaneous office areas.

Project Drawings, Diagrams & Narratives [71] 4. Frozen Photo System

a. Dedicated water-cooled split system will provide cooling for the frozen photo space that requires to be maintained at 14F. Redundant systems will be provided and be connected to the emergency power system.

5. Toilet Ventilation Systems

a. Each toilet room will be ventilated through a toilet exhaust system ducted to exhaust fan located at the high roof. The system shall be capable of exhausting a minimum of 2 cfm/sf or 10 air changes per hour, whichever is greater.

6. Electric Closet Ventilation System

a. The electrical closet on each floor will be ventilated using a transfer air fan. Each electrical closet will be provided with a return air/make up air opening with fire damper above the finished ceiling of the adjoining space.

7. Elevator Machine Rooms, IDF and MDF Rooms

a. The elevator machine rooms and IDF and MDF rooms will be air conditioned using fan coil units connected to the 24/7 chilled water system. Elevator machine rooms shall be constructed with smoke-proof enclosures for smoke management purposes.

8. Automatic Temperature and Building Control Systems

a. Requirements: Provide a BACnet based BMS computer based system capable of controlling central plant equipment, fans, HVAC units, and designed for expandability by using plug-in modules.

1) Locate central BMS components in the building Engineer’s office.

2) Provide local stand-alone field control modules in each major mechanical room.

b. The BMS Subcontractor is responsible for all power wiring from designated circuits identified in the electrical panel schedules.

c. System Overview: Provide a Direct Digital Control (DDC) system with full control of mechanical equipment. Provide BMS to monitor environmental data and control the function of the following equipment installed in the facility:

1) Boilers

2) Shell & Tube heat exchangers

3) Pumps

4) Air handling units

5) Exhaust fans

6) Lighting system (interior and exterior) time clocks

[72] Washington State Archives & Library Predesign 7) Ventilation systems

8) Domestic hot water systems

9) Security system interface

10) Fire alarm system interface

11) Energy meters

12) Other designated functions/systems

d. The BMS system will be set up to easily trend logs and sequentially download them for long-term data storage.

e. Provide complete system of electronic PID control technology to automatically maintain and regulate environmental conditions.

f. Use system architecture with intelligent field distributed control modules to communicate in both LAN/WAN and WEB configuration communications.

9. Electric Motors

a. All electric motors will be premium efficiency type and suitable for use on inverter drive systems where applicable. TEFC motors will be required when located within the air stream.

10. Acoustics

a. As part of the design development phase, all of the mechanical systems will need to be reviewed by the acoustical consultant to ensure the desired noise and vibration levels throughout the building meet project requirements. Recommendations will be incorporated into the construction documents.

b. Critical items requiring acoustical evaluation include, but are not limited to, the following areas or systems: cooling tower, chillers, auditorium, conference rooms, and other special rooms

Project Drawings, Diagrams & Narratives [73] 8.6.3 Plumbing A. Codes & Standards

1. The following codes and standards are applicable, in addition to any other local code requirements:

a. 2015 International Building Code with Washington State Amendments

b. 2015 International Mechanical Code with Washington State Amendments

c. 2015 International Fuel Gas Code with Washington State Amendments

d. 2015 Uniform Plumbing Code with Washington State Amendments

e. 2015 Washington State Energy Code

f. 2015 National Fire Protection Association (NFPA)

g. Underwriters Laboratories (UL)

h. American National Standards Institute (ANSI).

B. Water Supply

1. The building water supply will connect to the existing Utility domestic water mains. The domestic service will be protected by Washington State Approved reduced pressure principle backflow preventer assemblies. A duplex assembly will be provided for the service.

2. Water pressure at the fixtures will be limited to a maximum pressure of 80 PSI through the use of pressure reducing valve assemblies as required.

3. Size domestic water systems using a maximum of 5-PSI pressure drop per 100 feet of pipe and a maximum velocity of 8.0 feet per second.

4. Civil Engineer will take the water lines from a point 5 feet from the building to the main water line.

C. Domestic Hot and Cold Water

1. The building’s service main size is anticipated to be 4-inches in diameter.

2. Where require, a triplex variable speed water pressure booster pump system will be provided for the project. The booster pump system will be configured such that the system will be capable of 100% of the total design flow with the loss of the largest pump.

3. The water service entrance and domestic water piping 3-inches and larger will be either copper, type L with roll grooved joints or stainless steel schedule 10, type 304 with roll grooved joints depending on market conditions. Piping 2-1/2-inches and smaller will be type L copper joined with lead-free, 95-5 type solder.

4. Domestic hot water will be supplied from centrally located, natural gas-fired, tank type water heaters. The system will be circulated throughout the facility to maintain the hot water temperature and to assure that water and time are not wasted by occupants while waiting for hot water. Water will be stored within the water heaters at 140 degrees F and reduced at the fixture through the use of thermostatic mixing valves.

[74] Washington State Archives & Library Predesign 5. As an augmentation to the conventional domestic water heating system, a solar assisted water pre-heating system will be given consideration.

D. Natural Gas System

1. A 2 PSI natural gas service with meter and pressure regulator will be provided by the natural gas purveyor at a location acceptable to the Owner. Gas pressure at appliances will provided at 7 inch to 14 inch WC in the building through the use of gas regulators placed near equipment.

2. The building’s service main size is anticipated to be 3 inches diameter.

3. Gas will be distributed in schedule 40 black steel piping with threaded malleable iron fittings. The gas lines will be routed throughout the facility to gas-fired equipment and appliances, including gas-fired cooking equipment within the kitchen service areas.

E. Sanitary Sewer and Waste System

1. The building’s service main size is anticipated to be 8 inches in diameter and will connect to the existing municipal sewer system. A complete sanitary waste and vent system will be provided in accordance with Uniform Plumbing Code (as adopted by Washington State) throughout the building, arranged for gravity flow. Sewage ejectors will be provided where required when gravity drainage cannot occur. Soil, waste and vent lines will be sized per UPC using good engineering practice. The Civil Engineer will take the sewer lines from 5 feet outside the building footprint to the street sewer.

2. Sanitary waste and vent piping above and below ground will be service weight hubless cast iron pipe. Couplings for below ground installation shall be bolted and gasketed cast iron and above ground shall be FM approved stainless steel couplings.

3. Where indoor parking structures are planned, garage drains will remove surface water and be routed to an oil/water separator prior to connecting to the sanitary sewer.

F. Storm Drainage System

1. Complete roof drainage systems with independent overflow drains and risers through the building will be provided. System design based on 1 inch per hour rainfall intensity and on local code requirements. The maximum velocity in the storm drainage system will be limited to 3 feet per second.

2. The roof drainage will be routed to a filter prior to entering a storm water retention tank for future reuse as needed for toilet and urinal flushing.

3. Additional deck, area and terrace drains will be provided for areas located at building set-backs and routed directly to the street storm water system in lieu of the storm retention tank (as required by code).

4. The building storm drain system will be routed from the building additional drains and retention tank overflow to 5 feet from the building footprint where the Civil Engineer will take the storm drain to the street storm sewer.

G. Non-potable Treated Water System

1. The filtered roof drainage in the water retention tank will be brought to a day tank to undergo treatment then pumped for daily use as needed for toilet and urinal flushing. This pressure system will be piped in “purple pipe” for distinction from the potable water system.

Project Drawings, Diagrams & Narratives [75] H. Hose Bibs

1. Hose bibs with vacuum breakers will be provided at a minimum in accordance with the following:

a. Mechanical equipment rooms

1) Non-freeze hose bibs in boxes will be provided as one minimum on each exterior face. Maximum spacing will not exceed 100 feet.

2) Each toilet room.

I. Plumbing Fixtures

1. (Level of quality Similar to American Standard).

2. All fixtures will be selected for ultra-low flow water consumption.

3. Water Closets: Wall hung, low consumption flush valve and bowl with open front seat less cover.

4. Lavatories: Vitreous china counter top, with single handle mixing faucets. All lavatories will have an insulated offset waste below where piping is exposed.

5. Urinals: low consumption, 1/8 gallon per flush, Wall hung, with flush valve.

6. Drinking Fountains.

7. Each water supply will be roughed in with an isolation valve at the fixture.

J. Floor Drains

1. Drain will be provided at a minimum for the following, or as specified by Code or local building authority.

1) Mechanical equipment rooms.

2) Each toilet room.

3) Each janitor’s closet.

8.6.4 Fire Protection A. Codes and Standards

1. This installation will comply with the Washington State Codes and Washington State Facilities Standards.

2. All Fire Protection design, products, and installation shall comply with the applicable provisions and recommendations of the following jurisdictional codes, authorities and guidelines:

a. International Building Code, 2015 Edition

b. International Fire Code, 2015 Edition

c. State of Washington, Code Amendments

[76] Washington State Archives & Library Predesign d. National Fire Protection Association (NFPA)

e. NFPA Standard 13, Standard for the Installation of Sprinkler Systems

f. NFPA Standard 14, Standard for the Installation of Standpipe and Hose Systems

g. NFPA Standard 20, Standard for the Installation of Stationary Pumps for Fire Protection

h. NFPA Standard 70, National Electrical Code

i. NFPA Standard 72, National Fire Alarm and Signaling Code

j. NFPA 75, Standard on Information Technology equipment Protection

k. NFPA 110, Standard for emergency and Standby Power Systems

l. NFPA 232, Standard for the Protection of Records and Storage

m. NFPA 909, Code for the Protection of Cultural Resources

n. NFPA 2001, Standard on Clean Agent Fire Extinguishing Systems

o. Applicable FM GLOBAL Loss Prevention Data Sheets

1) FM GLOBAL Data Sheet 2-8 “Earthquake Protection for Water-Based Fire Protection Systems”

2) FM GLOBAL Data Sheet 2-8N “Installation of Sprinklers (NFPA)”

3) FM P7825a, Approval Guide Fire Protection

4) FM P7825b, Approval Guide Electrical Equipment

p. UNDERWRITERS LABORATORIES (UL)

1) UL 668, Hose Valves for Fire Protection Service

2) UL Building Materials Directory

3) UL Fire Protection Equipment Directory

q. Local Codes, Code Amendments and Requirements

3. Provide fire protection products including valves, fittings and couplings, supports, anchors, fire stops, sprinklers, fire hose stations, hose valves, etc., that are Underwriters Laboratories listed/FM Global Approved, and acceptable to the local Authority Having Jurisdiction.

Project Drawings, Diagrams & Narratives [77] B. Water Supply

1. The fire main will be connected, with a 6” line, to the city water distribution system as indicated at the beginning of this report.

2. Fire pump is not anticipated to be required for the Lacey and Tumwater sites to meet the sprinkler demand for the building.

3. A double check valve assembly will be installed to protect the water service from contamination.

C. Building Fire Protection

1. The building will be protected by a hydraulically calculated automatic wet sprinkler system. Each floor will be considered as a separate sprinkler zone with its own sprinkler control valve assembly consisting of a supervised valve, flow switch, and drain valve. Floor sprinklers will be served by at least two risers.

a. All equipment and devices shall be Underwriters Laboratories listed, Factory Mutual Approved and acceptable to the local Authority Having Jurisdiction. Fire Protection Contractor shall sign and seal with a Washington State Fire Protection Designer Certificate of Competency all shop Drawings and hydraulic calculations prior to issuance to Building and Fire Departments for approval. No work shall be installed without approved shop Drawings.

b. It shall be the responsibility of the Contractor to coordinate the location of all sprinkler heads with final reflected ceiling Drawings.

c. Fire sprinkler mains shall not interfere with the HVAC contractor’s ability to place HVAC main ducts tight to bottom of fire proofed structural elements.

d. The Contractor shall provide all offsets, drains and drain plugs for trapped piping, and drainage piping. The Contractor shall notify the Architect, in writing, of all discrepancies in sprinkler head locations where local codes are violated (i.e., allowable distance from walls or exterior glass, small room spacing, stairs, etc.).

e. Fire sprinkler mains shall not interfere with the HVAC contractor’s ability to place HVAC main ducts tight to bottom of fire proofed structural elements.

f. System piping shall be hydraulically designed throughout all areas in accordance with the rules and regulations of the applicable standards. Hydraulic calculations shall be in accordance with the Area/Density Method or other method approved for the application used, per NFPA 13 and FM Loss Prevention Data Sheets 2-8 and 2-8N. The Owner’s Insurance Carrier shall be contacted to verify any additional requirements.

g. System piping shall be hydraulically designed throughout all areas in accordance with the rules and regulations of the applicable standards using the design densities indicated herein.

2. Fire Sprinklers: The fire sprinkler hydraulic calculations shall include hose allowances as defined for the hazard for inside and outside hose streams as required to meet applicable standards.

a. Hydraulically designed sprinkler systems should be designed for a supply pressure of at least 10 percent, but not less than 10 psi, below the supply curve.

b. The velocity of water through the fire protection piping system shall not exceed maximum allowable velocities allowed by applicable standards.

[78] Washington State Archives & Library Predesign c. The hydraulic calculations shall be based on current flow data obtained from local water authority. Confirm flow data prior to design and layout of fire protection systems.

3. Wet Pipe Sprinkler Protection. All sprinkler systems shall be hydraulically calculated. Sprinkler design area adjustment for quick response heads based upon ceiling height, per NFPA 13 Section 11.2.3.2.3 shall be permitted. In the event design criteria information from the project fire insurance underwriter is unavailable at the time of initial design, the following minimum criteria shall be used.

a. Light Hazard: Offices, data processing, restaurant seating area, library – exclusive of book stacks, non-exhibition assembly areas, and corridor - piping systems shall be sized to deliver a minimum 0.10GPM/sq. ft. over an area of 1500 sq. ft. at the most remote location and 250 GPM for hose stream. The protection area per sprinkler head shall be 225 square feet.

b. Ordinary Hazard – Group 1: Restaurant service area, exhibition assembly areas, shops, maintenance areas, mechanical rooms, and archival restoration areas - piping shall be sized to deliver a minimum 0.15 GPM/sq. ft. over 1500 sq. ft. at the most remote location. Sprinkler head spacing shall be limited to maximum area of 130 square feet.

c. Ordinary Hazard – Group 2: Retail areas, truck dock, storage areas and library book stacks, archives - piping shall be sized to deliver a minimum 0.20 GPM/sq. ft. over an area of 1500 sq. ft. at most remote location. Sprinkler head spacing shall be limited to maximum area of 130 sq. ft.

4. Pre-action System Density Requirements.

a. Quick response sprinkler heads shall be permitted.

1) Ordinary Hazard – Group 1: Museum, Archives, Library, Archival Restoration, Information Technology Rooms (based upon fire hazards assessment for risk management purposes) - piping shall be sized to deliver a minimum 0.15 GPM/sq. ft. over 1500 sq. ft. at the most remote location for single interlock systems and 1950 sq. ft. for double interlock arrangements. Sprinkler head spacing shall be limited to maximum area of 130 square feet.

2) The maximum area coverage per smoke detector shall not exceed: 120 sq. ft.

3) Group pre-action systems into single zones per floor to achieve a net savings in installation costs, reduction in maintenance, reduction in the footprint occupied by multiple sprinkler system risers on each floor, and maintenance of the same level of reliability overall.

4) Where pendent heads are required dry pendent heads shall be used to permit more thorough drainage of water subsequent to a system trip. This represents an installation cost increase, but significant reduction in potential for plugging of sprinkler heads caused by cycling of pre-action arrangement (dry/wet) from system trips, also reduction in damage from contaminated water residue otherwise trapped in pendent sprinkler drops and return bends. No change in aesthetics of heads within the ceiling area.

5) Use corrosion resistant piping (galvanized or stainless steel) for pre-action systems – This incremental increase in material cost would be offset by the reduction in potential contaminant damage from corrosion products developing within the pre-action system piping.

Project Drawings, Diagrams & Narratives [79] 6) Use an approved multi-cycling (Fire Cycle) system arrangement for the pre-action arrangement to archive, book stack, museum, and library areas to provide a reliable on-off system operating capability during a fire event to limit discharge. The installation of a Fire Cycle Arrangement for pre-action systems may be slightly more expensive in design, but combines features to reduce potential for inadvertent discharge of water, with reduced water discharge during a credible fire to mitigate damage without compromising reliability and code compliance.

7) All pre-action piping shall be sloped back to drains and caps shall be strategically provided to facilitate water removal.

5. Dry Pipe System Protection.

a. Dry pipe system should only be installed where pipe is subject to freezing.

b. Ordinary Hazard – Group 1: Parking Garage, and Canopies or Overhangs over 4 ft. wide - piping shall be sized to deliver a minimum 0.15 GPM/sq. ft. over the most remote 1950 sq. ft. Sprinkler head spacing shall be limited to maximum area of 130 square feet.

c. The maximum area coverage per smoke detector shall not exceed: 120 sq. ft.

d. All dry system piping shall be sloped back to drains and caps shall be strategically provided to facilitate water removal.

6. Zoning of the Fire Protection System.

a. Wet Sprinkler System: Water flow detection zoning shall be per floor basis with areas not exceeding maximum allowable per NFPA.

b. Elevator Machine Room Requirements:

1) The sprinkler supply line to each elevator machine room shall be provided with an accessible shutoff valve with tamper switch, flow switch and test point located outside of machine room.

2) Fire sprinklers installed in the elevator machine rooms shall be intermediate temperature rating.

c. Elevator Pit Requirements:

1) Install automatic sprinkler heads in elevator pits such that the water spray pattern shall not spray higher than 2 feet above the pit floor, with a spray pattern directed level and down.

2) An accessible sprinkler shut-off valve shall be provided outside of and near the pit. The valve shall be normally open, with no provision to shut off elevator power.

3) Do not locate automatic sprinkler heads on a car entrance side or interfere with pit access.

4) Provide drain valve and plug at the lowest point of the automatic sprinkler piping in the pit and installed to avoid mechanical damage. Piping shall enter the shaft at the floor level of the bottom landing and be wall mounted, fit tight against the wall, and maintain proper clearance to the car and counterweights. In walk-in pits, sprinkler piping may enter the pit in an approved manner other than the floor level of the car’s lowest landing.

[80] Washington State Archives & Library Predesign d. Piping Arrangement

1) No pipes or other apparatus shall be installed so as to interfere in any way with the full swing of doors, building access doors, and access doors in ductwork. The arrangement, positions, and connections of pipes, drains, valves, etc., shown on the Drawings shall be taken as a close approximation and while they shall be followed as closely as possible, the right is reserved by the Project Representative to change the locations to accommodate any conditions which may arise during the progress of the work without additional compensation to this Contractor for such changes, provided that the changes are requested prior to the installation of this Contractor’s work.

2) Piping typically shall be installed concealed in or above building construction; i.e.; hung ceilings, and shall be so arranged that relocation of lighting fixtures, or plumbing and mechanical systems, will not cause any interference.

3) Coordinate with the fire sprinkler and alarm trades to ensure full awareness of the location of all control valves, flow switches, tamper switches, and alarm and signal switches.

4) Hangers: Design shall be per NFPA 13, for pressures in excess of 100 psi, NFPA 13, 2-6 and 4-5.2.

5) Earthquake Sway Bracing: Design will be per NFPA 13 using UL listed or FM Approved components. The location of sway bracing and flexible couplings shall be shown on all shop drawings submitted for approval in sufficient detail to verify their location, preferred arrangement, and conformance to this standard.

6) Flushing Connections: Flushing connections shall be per NFPA 13.

7) Sleeves and Penetrations: All pipes penetrating concrete or masonry walls or floors shall be sleeved. All pipe penetrations shall have minimum clearance as per NFPA 13. Sleeves shall be caulked to retain the proper fire-wall rating with an approved sealant.

8) Sprinkler heads in finished area will be quick response type, chrome finish with white escutcheon.

9) For all archival storage areas and the like, double interlock pre-action fire suppression systems will be provided.

7. Clean Agent Fire Protection.

a. The selection of an appropriate clean agent (e.g., FM 200, Inergen, Novec 1230, etc.) shall be based upon a fire hazards assessment by a qualified fire protection specialist.

b. Potential program areas that are candidates for clean agent protection include: state historic documents, archives, map and plan collection, rare books and manuscripts stacks, security microfilm storage, automated mobile shelving units, and selected information technology equipment rooms.

c. Clean agent systems shall be installed in conjunction with an approved automatic sprinkler system throughout, rather than as a substitute.

Project Drawings, Diagrams & Narratives [81] 8.6.5 Electrical A. Codes and Standards

1. Electrical Systems will be designed in accordance with all applicable codes, standards and Authorities Having Jurisdiction, the Underwriters’ Laboratory and in accordance with current engineering practices.

a. General Administration (GA) Facilities Standards

b. National Electrical Code (NEC)

c. Washington Cities Electrical Code Amendments

d. Title 296, Washington Administrative Code, Chapter 296-46B, “Electrical safety standards, administration and installation”

e. International Building Code (IBC)

f. International Fire Code (IFC)

g. Fire Safety Standards for Elevators

h. Washington State Fire Marshal Requirements

i. Washington State Energy Code

j. American National Standards Institute (ANSI)

k. Institute of Electrical and Electronics Engineers (IEEE)

l. Illuminating Engineering Society of North America (IES)

m. National Fire Protection Association (NFPA)

n. National Electrical Manufactures Association (NEMA)

o. Underwriters Laboratories (UL)

B. Primary Distribution – Medium Voltage

1. Site will be served from utility owned medium voltage distribution lines in proximity to the buildings and in accord with the serving utility’s requirements.

C. Main Electrical Service - Low Voltage

1. Normal Power System (applicable to all three potential sites).

[82] Washington State Archives & Library Predesign a. The two (2) draw out type LV main switchgears will be main-tie-main configuration with power circuit breakers individually mounted. Main-tie-Main breakers and bus shall be rated at 4000A, interrupt current rated at 100,000 AIC. The 480V main switchgear will serve the building. Digital meters will be provided at both ends of main-tie- main configuration switchgear and branch circuits to monitor energy usage.

DRAW OUT TYPE LV SWITCHGEAR b. 480V and 208V branch panelboards and associated step-down transformers will be distributed throughout in electrical rooms located on the floor of service. Mechanical power distribution will be provided with dedicated distribution panels located in the mechanical rooms or electrical rooms throughout the facility.

c. Acceptable Manufacturers: Cutler Hammer, General Electric, or Square D/Group Schneider.

2. Emergency Power System

a. One radiator cooled, diesel fuel fired standby engine generator set rated 900kW/1125kVA, 480Y/277V, 3-phase, 4-wire, 60 Hz, 1800 rpm will be provided to supply power supporting all life/safety loads (egress and emergency exit lighting, fire alarm systems, smoke removal fans, all elevators) and Owner-specified optional loads (e.g. computers, UPS, HVAC, Refrigeration units, etc.).

b. Two (2) automatic transfer switches will be provided to feed Life Safety loads and legally standby and optional standby (Archive) loads.

c. Generator(s) is (are) located outdoors with a 2-hour day tank adjacent, an underground fuel storage tank to be provided and sized to support the Owner required 72 hours of full-load operation. A signal from any automatic transfer switch will start the engine and supply power to the emergency distribution system in the event of failure of the normal power source.

Project Drawings, Diagrams & Narratives [83] d. Generator will be exercised per the requirements of NPFA 110. Permanently installed load banks will be installed to meet these requirements.

e. Acceptable Manufacturer: Cummins/Onan , Caterpillar or approved equal.

f. There are existing generators at the Tumwater site that may be able to be utilized to provide a portion of the standby power needs of the proposed facility.

D. Grounding System

1. A complete grounding system complying with National Electrical Code will be provided. Grounding system shall consist of the following:

a. Main Grounding System. The main building grounding system will consist of the following:

1) Bonding to structural steel.

2) Bonding to incoming water main.

3) Bonding to grounding rod for lightning protection system if provided.

4) Ground rods shall located in main electrical room or at building exterior below grade or unexcavated area and connected to main electrical room service grounding bus.

5) All the above will be terminated to a ground bus bar in the main electrical room. In addition, the service entrance neutral conductor will be bonded to the switchboard ground bus, the electrical room ground bus bar and the ground rod.

b. Ground Riser. A ground riser will be provided in each electrical room with transformers and telecommunications room. Each will consist of the following:

1) Bare copper conductor from the main building ground bus to a ground bus on each level. Each ground bus will be bonded to the nearest building steel.

2) Each transformer neutral ground bar will be bonded to the ground bus in addition to the nearest building steel.

c. Branch circuit grounding. The continuous metallic conduit raceway will serve as the ground path for feeders. Branch circuits shall be provided with an insulated grounding conductor run with the circuit conductors. This grounding conductor shall be in addition to the ground path provided by the continuously grounded metallic raceway system that encloses the phase and neutral conductors.

E. Equipment Connections

1. HVAC equipment.

2. Plumbing equipment.

3. Fire protection equipment.

[84] Washington State Archives & Library Predesign 4. Elevators.

5. Owner furnished equipment.

6. Motorized doors and gates.

7. 120V power connections and empty conduit for irrigation control system.

8. Convenience and special purpose receptacles.

9. Food Service equipment.

10. Load Summary.

(1) Area Served (2) Approximate Program size (3) Nonresidential Energy Code allowance (4) Amount allowed for 120 volt power (5) Estimated Mechanical Load at 480 volts (6) Emergency/Standby (Generator) Loads(power and Lighting combined) (7) Includes Central Plant Chillers and support equipment

8.6.6 Fire Alarm A. Design Criteria

1. A. The fire alarm system shall be fully supervised and include both manually and automatically actuated alarms consisting of:

a. Manual pull stations in each elevator lobby, entries to stairwells, main exit doors and intermediate locations to provide 200 feet maximum spacing between manual pull stations.

b. Connections to fire sprinkler system water flow, tamper switches and pre-action system.

c. Area smoke detectors in each mechanical, electrical, telephone, and elevator machine room, at each stair and elevator lobby door fitted with magnetic hold open devices, and in each elevator lobby for elevator recall. Fire detectors in elevator shafts.

d. Duct type smoke detectors at the inlet of all return air duct stub outs, at main return air plenums, at the discharge of each supply air fan and where required to operate a fire/smoke damper.

e. Speakers and strobes per the IFC and the ADA.

f. Emergency voice/alarm communication.

g. Fire department communication.

h. Data gathering panels for Executive Offices F/A devices.

i. Annunciator and remote annunciators.

Project Drawings, Diagrams & Narratives [85] 2. The fire alarm LED annunciator shall provide indication of the floor of an alarm and the type of alarm, i.e., manual, sprinkler flow, or smoke. The fire alarm system shall be connected to an approved central monitoring service.

3. FACP to be located in FCC room beside the main entrance at floor A, DGP panel for Executive Offices to be located in electrical room at floor 3. Remote annunciator to be located in Security Control room at floor 1.

4. Acceptable Manufacturers to be confirmed.

8.6.7 Lighting A. Site Lighting

1. A layered approach to site lighting with pedestrian scale poles combined with low level lighting will provide safe and even light levels while highlighting architectural and landscape features. Highlighting of features will provide visual cues as to destination and location on campus while providing vertical illumination to increase facial recognition. Building entries will be highlighted to create a destination when viewing the building from a distance. Outdoor paved seating areas will be illuminated with a combination of pedestrian scale light poles and low level bench and step light fixtures. Landscape areas will have minimal lighting with a few key trees or sculptures illuminated to provide view into the distance while retaining darks skies. Lighting at parking areas will be provided by full-cut-off LED light fixtures equipped with high performance optics.

B. Daylighting

1. Extensive daylight study will be performed and coordinated to maximize daylight penetration into interior spaces. The goal of daylighting of interior spaces will be to increase connection to nature and time of day changes while reducing electric lighting loads during daylight hours. Light fixtures in the daylight zones will be equipped with dimming ballasts to allow for automatic electric light load shedding with no noticeable change in light levels. Photocells will be carefully placed to read daylight levels accurately, making the daylight control system automatic and user-friendly.

C. Interior Lighting

1. Lighting will be designed to highlight the architecture and task areas while providing a highly energy efficient lighting system. A task/ambient approach to lighting will provide lower ambient light levels with higher light levels at tasks provided by task lights or directional light fixtures. Light fixtures will be carefully placed to integrate with the daylight zones and the daylight control system. Light sources will achieve energy efficiency with a high lumen per watt ratio, have long lamp life to reduce replacement and maintenance costs and aid visibility by having a Color Rendering Index of at least 80 CRI. Light fixtures shall utilize high efficiency photometrics and provide low glare illumination. High power factor electronic ballasts will be provided where available. General lighting approach per major program areas is as follows.

2. Architectural lighting systems and specialty control systems will be provided in public areas and areas requiring specific lighting needs. Preliminary design concepts apply to the following specialty areas:

a. Lobbies:

1) Perimeter cove lighting shall provide indirect ceiling uplighting with accent lighting for highlighted entries, artwork, points of interests.

[86] Washington State Archives & Library Predesign b. Public Gathering Areas:

1) A combination of either recessed indirect lighting or downlighting and accent lighting.

c. Auditorium and Conference Hall:

1) Dimmable downlighting and cove uplighting shall provide for task lighting to stage presence. Step lighting provided for low level pathway lighting.

d. Galleries:

1) Amiable downlighting and accent lighting shall provide both permanent and changing exhibit spaces.

D. Lighting Controls

1. A series of networked light panels will provide automatic control of the lighting system. The lighting control panels will be connected to the Building Management System to allow lighting system energy use and outage monitoring. Automatic sweep off of light fixtures will be utilized with local override switches for after-hours use. Occupancy sensors will be used in all private offices, classrooms, meeting rooms, storage and support spaces to ensure light fixtures are not on when the room is not is use. Daylight photocell sensors will automatically dim light fixtures in all daylight zones. Exterior light fixtures will be controlled via one central photocell and by the building time clock for further fine tuning of hours of operation.

E. Exit Signage

1. Exit signs shall be edge-lit and utilize high efficiency LED sources. Emergency egress lighting will be provided to achieve a minimum of 1 fc along path of egress.

F. Lighting Design Goals and CODE Compliance

1. The lighting systems are being designed in accordance with the recommendations of the Illuminating Engineering Society and Washington State Energy Code. The Lighting system will be designed to meet the following goals and guidelines for each program area:

Project Drawings, Diagrams & Narratives [87] The Lighting system will be designed to meet the following goals and guidelines for each program area:

Area Target IL Design IntentK Light Source W / SF

Building Entries General 5fc Light fixtures integrated CFL, LED, MH 0.8 into building overhangs and canopies to light the ground and architectural features.

Exterior Seating, Pathways General 2 fc; Accent 5 fc Pedestrian scale poles used CFL, LED, MH 0.2 at open areas and paths. Wall recessed step light at stairs.

Landscape General .5 fc; Accent 1 fc Low level area light fixtures CFL, LED 0.1 will light key landscape features.

Parking General 2 fc Full cut off light fixtures on LED 0.15 20’ poles. Pedestrian scale poles at path areas

Public Areas General 15 fc; Task 30 fc Indirect lighting will illuminate FL, MH 0.8 the architectural volume and vertical surfaces. Feature materials and tasks will be highlighted

Exhibits General 20 fc; Accent 60 fc A combination of light CFL, FL 1.2 fixture distributions will provide maximum flexibility. Downlights, pendant indirect fixtures and linear wall washers will be used.

Library General 20 fc; Task 35 fc The architectural volume will CFL, FL, MH 1.5 be highlighted and task light will be provided at all stacks and desks.

Offices General 30 fc; Task 50 fc Pendant mount direct/ CFL, FL, LED task 1 indirect light fixtures will provide ambient light levels. Task lights will be mounted at desks.

Meeting Rooms General 30 fc; Accent 50 fc A combination of indirect FL 1.2 and directional lighting will provide a flexible system with multiple light levels possible.

Archives & Records General 20 fc; Task 40 fc Lighting will be bright and FL 1 even when needed. Controls will be used to turn lights off when rooms are not in use. Direct fluorescent fixtures will be used.

Corridors General 10 fc Indirect lighting will CFL FL 0.8 used. Intersections and destinations will be highlighted.

Shipping & Receiving General 30 fc Even light levels will be FL 0.8 provided by energy efficient light fixtures.

Restrooms General 20 fc Even bright light levels will FL 0.8 be provided. Vanities will be lighted to a higher light level.

Mechanical & Electrical General 30 fc Strip light fixtures will be FL 1 rooms evenly spaced around mechanical and electrical equipment

[88] Washington State Archives & Library Predesign G. Solar Photovoltaics (PVs) Power Generation

1. Consideration to apply on-site renewable source to this project, such as a solar PV array, has been analyzed based on utilizing the requirements to obtain LEED points.

2. The current rooftop square footage for this project can accommodate the 1 point requirement, however, achieving additional points may prove more challenging based on the minimum area required. Additional solar arrays can be introduced into the shading overhangs on the south side of the building. An estimated quantity of 120 overhangs may be applicable to this project (an estimated additional 24kWh).

3. The design will provide the pathway infrastructure to support the potential solar PV array installation. The infrastructure required to meet the minimum 2.5% LEED requirement is (1) 4” conduit stubbed from the rooftop, into the stacked electrical rooms in the office floors and down to the main electrical room on Floor B. Considerations for room requirements to house the distribution required for a solar PV array will be analyzed at a later date.

8.6.8 Telecommunications A. Introduction

1. This section is intended to define the standards, criteria and assumptions used for the design, documentation and specification of a telecommunications system to support the proposed Library and Archives Building in Tumwater, WA. This narrative will form the basis for the design for the telecommunications system.

2. This basis of design shall address pathways, spaces and media designs to support various information transport systems, including an administrative telephone system to support voice and voice grade services, local area network (LAN) systems, wide area network (WAN) systems and video distribution systems.

3. The specific areas covered by this section of this report are as follows:

a. Definition of a campus pathway system to connect the building to the Capital Campus Department of Information Services (DIS) network.

b. Definition of a building pathway and spaces system to house the data network and voice components and their associated telecommunications cabling system.

c. Definition of a unified signal grounding system.

d. Definition of building backbone cables and their distribution and termination methods.

e. Definition of workstation cables and their distribution and termination methods.

f. Definition of pathway, spaces and media identification.

4. A discussion of the following systems is currently not included in this section of this basis of design and may be covered elsewhere:

a. Communication systems (telephony PBX, VOIP, radio, cellular, dictation).

b. Local and wide area network active components (servers, switches, routers, etc.).

Project Drawings, Diagrams & Narratives [89] c. Audio/visual system.

d. Rooftop antenna systems.

e. In Gallery electronics.

B. Telecommunications Systems Related Codes and Standards

1. In addition to the previously noted codes and standards that have been adopted and/or amended by the State of Washington, the telecommunications systems will also be designed in accordance with the standards, regulations and recommendations of the following entities:

a. Telecommunications Distribution Infrastructure Standard (TDIS)

b. American National Standards Institute (ANSI)

c. National Electrical Manufacturers Association (NEMA)

d. Telecommunications Industry Association / Electronics Industries Association (TIA/EIA)

e. Building Industry Consulting Service International (BICSI)

f. Institute of Electrical and Electronics Engineers (IEEE)

g. Underwriters Laboratories (UL)

h. American Standards Association (ASA)

i. Federal Communications Commission (FCC)

j. American Society of Testing Materials (ASTM)

k. In the event of conflicts, the more stringent provisions shall be applied.

C. Telecommunications Entrance Pathways and Spaces

1. Telephone and data network services for the project will be extended from the existing campus network backbone cabling pathway. A minimum of eight 4-inch conduits shall be provided between the project and the existing steam utilities utilidor for connection to the campus infrastructure. An additional four 4-inch spare conduits shall be provided to service future campus work. All conduit facilities shall be run below grade. Detailed design, routing and locations of conduits and any new maintenance utility vaults shall be coordinated with the Project’s Civil and Electrical Engineers.

2. Service provider conduits into the building shall also be provided. A minimum of two 4-inch conduits reserved for Qwest and two 4-inch conduits for Comcast will be installed. Additional coordination with the local service providers will be required to ensure conduits are installed to the nearest service provider point of connection.

D. Telecommunications Outside Plant Cabling

[90] Washington State Archives & Library Predesign 1. Telephone and data network connectivity to the Campus network will be provided by outside plant cabling consisting of a minimum of 1200-pair copper UTP cables, 288-strands 50µm laser enhanced multimode optical fiber and 288-strands single mode optical fiber.

E. Main Telecommunications Room (MTR or MDF)

1. A main telecommunications room shall be provided on Floor B. Depending on the final determination of equipment to be housed within the room, the room shall be sized at minimum 650 square feet. A room with minimal dimensions of 20’ x 30’ is recommended. The MTR or MDF will serve as the central networking, communications and computing center for the building and shall support network operations functions. The space shall also serve as the entrance facility (EF) for the building with area dedicated for termination of incoming outside plant cabling. The room does not account for space for individual workstation areas, printers and paper storage.

2. The MTR or MDF shall be fully protected from water infiltration by ensuring that all water, glycol and drainage piping serving air conditioners, lavatories, roof drains, etc. shall be run outside the MTR or MDF walls. They shall only penetrate the room where necessary to serve equipment.

3. The MTR or MDF walls shall be of slab-to-slab construction to facilitate the outfitting of the room for environmental conditioning and fire protection / isolation of slab-to-slab construction. All penetrations of rated wall shall be fire- stopped in an approved manner to prevent the passage of flames, smoke and gases. A minimum 2-hour fire rated wall construction is recommended for the MTR or MDF.

4. Walls and doors shall be configured and located to provide secured access. The number of entrances shall be minimized and provide for smooth operation and safety egress for personnel working within the space. At a minimum all doors should be provided with card key activated locks.

5. The MTR or MDF should be constructed without a suspended, lay-in ceiling so as to avoid the constraints of a fixed grid structure and its limitations on locating and installing overhead cable trays and light fixtures.

6. Air conditioning shall be provided with units specifically designed to serve the heat loads and humidity control requirements of the MTR or MDF. Units shall be sized to maintain a temperature of 65-72F at 20-55 percent relative humidity. Environmental conditions shall be maintained on a 24 hour-a-day, 7 days-a-week basis. The MTR or MDF shall also be equipped with high-temperature alarms that report to the security and/or building management systems panels. Sensors shall be placed 60” AFF.

7. Power requirements for the MTR or MDF shall be based on equipment lists provided by DIS; however load density shall be based on an average of 40-50 watts per square foot. This number is based on a low density of file servers. Loads may escalate significantly should a larger concentration of high density file servers be located within the MTR or MDF.

8. Lighting requirements shall be a minimum of 50 foot-candles maintained at 36” AFF. Lighting fixtures, motors, air condition, etc. shall not be powered from the same electrical distribution panel as the telecommunications equipment in the room.

9. The MTR or MDF shall be protected in accordance with all applicable codes and ordinances. A pre-action fire suppression system shall be provided. Portable fire extinguishers shall be provided at strategic locations within the MTR or MDF and shall be rated for all types of fires. A fire alarm annunciator panel shall be located at the main entrance to the room. At the first activation of any sensor, both audible and visual alarms shall be sent to multiple areas within the MTR or MDF, positioned so that they can be installed noticed from anywhere, as well as to strategic locations outside the MTR or MDF. A manual override shall be provided at the entrance to the room enabling an operator to delay charging of the sprinkler pipes by a fixed time interval in order to attempt to extinguish the fire manually.

Project Drawings, Diagrams & Narratives [91] 10. A solid copper ground busbars shall be provided for signal ground connections. The ground busbar shall be bonded to the appropriate ground conductor as described herein.

F. Telecommunications Room (TR or IDF)

1. Telecommunications rooms shall be provided on each floor to facilitate distribution of voice and data station cables to the work area outlet. The rooms shall be stacked vertically through the building. In addition, they shall be located in an area on the floor plate which will ensure that the length of the installed workstation cables does not exceed 90 meters per TIA/EIA standards for telecommunications cabling. If workstation cables cannot be kept to within TIA/ EIA standards, a second floor serving TR shall be provided. Consideration may also be given to serve smaller floor plates, with limited telecommunications outlet locations, from a telecom room above or below the smaller floor plate. A discussion with DIS will be needed to confirm applicability for this project.

2. Each telecommunication room shall be a minimum 100 square feet in area. A room with dimensions of 10’ x 10’ is recommended. Each TR or IDF shall be capable of supporting the horizontal distribution of station cables and the pathway requirements for intra-building backbone cabling. The dimensions indicated will provide space for up to three free standing telecommunications equipment racks with vertical wire managers.

3. The TR’s or IDF’s shall be fitted to support the following types of systems and equipment:

a. Termination and patching facilities for workstation cables.

b. Termination and patching facilities for UTP backbone cables.

c. Termination and patching facilities for optical fiber backbone cabling.

d. Hardware and racking for LAN switches.

e. Hardware for any wireless based telecommunications systems.

f. Wall space for mounting other low voltage systems such as CATV distribution components and electronic surveillance and access control systems.

4. A typical TR or IDF shall be of slab to slab construction to facilitate the outfitting of the rooms for environmental conditioning and fire protection / isolation. A suspended ceiling should not be installed in the TR or IDF. All penetrations shall be sealed to prevent the passage of fire, smoke and gas. A minimum 1-hour fire rated wall construction is recommended for each of the TR’s or IDF’s.

5. TR’s or IDF’s shall be provided with sprinkler heads mounted on the sidewalls. Sprinkler heads shall be provided with cages. Wet pipes, either run overhead or along the walls shall not traverse the rooms.

6. Telecommunication rooms shall be furnished with 3/4” plywood on all designated walls installed 6-inches AFF. Plywood shall be void free and treated on both sides with two coats of fire resistant paint. Finishes in the room shall be light in color to enhance lighting. Finishes shall be applied before room fit out. Concrete floors and walls shall be sealed and cured to eliminate dust. Floors shall be covered with anti-static vinyl tiles.

7. Telecommunication rooms shall be furnished with a single lockable door of at least 36” wide by 80” high. Consideration shall be made to electronically secure the spaces.

[92] Washington State Archives & Library Predesign 8. Environmental conditions shall be maintained on a 24-hours-a-day, 7-days-a-week basis. Environmental limits for the telecommunication rooms are 64-75 degrees Fahrenheit and 30 55 percent relative humidity, non-condensing. Telecommunication rooms shall be equipped with high temperature alarms that report to the security and/or BMS console. Positive pressure shall be maintained within the room, with a minimum of one air change per hour.

9. Lighting levels within the telecommunication rooms shall be a minimum of 50 foot candles maintained at 36” AFF.

10. Power circuits for all telecommunications equipment located within any given telecommunication room shall be fed from an electrical panel dedicated to these loads. The panel shall be fed from the stand-by generator power system. UPS backup, if required, shall be fed from standalone UPS units mounted within the equipment racks. Power circuit requirements for the room shall be based on equipment lists provided by DIS, however a minimum of one 20A circuit shall be provided for each equipment rack installed within the room, plus one spare. Allowing for future equipment requirements, room load density may be estimated at a minimum of 40 watts per square foot. Circuits may be brought to the equipment racks overhead and attached to overhead cable tray and then stubbing down to a location coordinated with DIS.

11. In addition to outlets dedicated to telecommunications equipment, electrical convenience outlets (120V, 20A duplex receptacles) shall be provided at 6-foot intervals within the telecommunication rooms. A maximum of four duplex outlets shall be fed from a single 20A circuit. All branch circuiting shall include a ground wire from the distribution panel’s ground busbar to all electrical outlets in the room. The outlets shall be used for testing equipment and power tools only, and not for network transport electronics.

12. Lighting fixtures, motors, air conditioning, etc. shall not be powered from the same electrical distribution panel as the telecommunications equipment in the telecommunication rooms. Electrical transformers shall not be located within the room.

13. A solid copper ground bar shall be provided in each telecommunication room, for signal ground connections. The ground busbar shall be bonded to the appropriate ground conductor, as described herein.

G. Electronic Control Rooms

1. Individual tenant spaces will be programmed with Electronic Control Rooms. These spaces will be dedicated to house telecommunications equipment, cabling and termination hardware dedicated to that particular tenant. Room sizes shall be determined by each tenant. Space construction and build out shall be similar to the MDF or IDF.

H. Building Backbone and Workstation Pathway Systems

1. All pathways shall be designed to provide the capacity and capability to properly install high performance unshielded twisted pair and optical fiber cables to support the initial and subsequent requirements of the occupants.

2. All pathway routes shall be coordinated with other building services (electrical, mechanical, plumbing, etc.) to assure proper clearances and accessibility.

3. The workstation cable distribution pathways shall be designed to accommodate cable changes as well as minimize building occupant disruption when such pathways and spaces are accessed.

4. The pathway system shall be coordinated with the electrical distribution system in order to maintain a minimum 48” separation from motors or transformers, 12” separation between parallel runs of telecommunication and electrical cabling and 5” separation from fluorescent lights. Where 12” separation is not possible, the telecommunication cabling shall be separated from electrical cables by a ferrous material to minimize potential interference. Where electrical and telecommunication cabling cross, it shall be at right angles only.

Project Drawings, Diagrams & Narratives [93] 5. General building pathway system shall consist of a cable tray, open cable supports and conduit as indicated on the plans. System shall be designed to support installation of UTP and optical fiber cabling into and out of each telecommunications space. Cable tray shall be installed under raised floor areas and overhead in accessible ceiling spaces.

6. 12” and 24” ladder type cable trays shall be provided in the ceiling areas of the MTR (MDF) and TR’s (IDF) to support the distribution of cables within the room.

7. Wall mounted telecommunications outlets (for voice/data) shall be provided with a 4” by 4” electrical box at the bottom of the minimum sized 1” conduit stub-up. Where stub up extend horizontally more than 60”, 1-1/4” conduit stub ups shall be substituted. Wall mounted telephone outlets, located at +48” AFF shall be provided with a 2” by 4” electrical box. A 3/4” conduit stub-up may be substituted for wall mounted telephones. Flexible cable supports shall be provided from the stub up locations to the nearest section of cable tray.

8. Telecommunications outlets installed at raised floor areas shall be terminated in floor boxes. Routing of cables from underfloor cable tray to floor boxes shall be via open cable supports and conduit pathways. No cable shall be left unsupported on the concrete deck.

9. Due to conduit fill ratios and stressing of the cables during installation, conduits shall be limited to a total of 180 degrees of bends or 100” between pulling points.

I. Uniform Telecommunications Grounding System

1. A uniform telecommunications grounding and bonding system shall be provided in accordance with J-STD-607A, Grounding and Bonding Requirements for Telecommunications in Commercial Buildings. This system shall be designed in conjunction with the electrical power grounding system. The following guidelines are provided for the design of the system.

2. The telecommunications grounding backbone shall consist of solid copper busbar and copper conductors interconnected in the following manner:

a. Main electrical ground to the telecommunications main grounding busbar (TMGB) located in the MTR.

b. The TMGB to individual telecommunications grounding busbars (TGB) in each TR.

c. The telecommunications grounding busbar in each of these rooms to the nearest point of grounding building steel, if available.

d. Where an electrical power panel board is located within the MTR or TR, the TGB shall be bonded to the panel board’s alternating current equipment ground (ACEG).

e. All bonding conductors shall be a minimum #3 AWG copper conductors. The conductor jacket shall be green in color or marked appropriately, and installed in continuous lengths. A grounding riser shall be provided up the telecommunication room riser path.

f. The TMGB shall be pre-drilled, a minimum of 1/2” thick x 4” wide solid copper bar, electro-tin-plated, and insulated from their supports by a 2” separation. The TGBs shall be pre-drilled, a minimum of 1/4” thick x 2” wide solid copper bar, electro-tin-plated and insulated from their supports by a 2” separation.

g. All metallic raceways, racks and cabinets entering or located with a room with a TGB shall be bonded to the TGB via a minimum #6 AWG bare copper conductor.

[94] Washington State Archives & Library Predesign J. Telecommunications Cabling System

1. The telecommunications cabling system shall be designed to conform to the requirements of TIA/EIA-568B, The Commercial Building Telecommunications Cabling Standard.

2. Building backbone cabling shall consist of the following:

a. A 200-pair Category 3 UTP cable from the MTR to each TR. Each end of the cable shall be terminated onto wall mounted 110-style termination blocks.

b. At a minimum, a 48-strand multi-mode optical fiber cable and a 24-strand single mode optical fiber cable shall be provided from the MTR to each TR. Optical fibers shall be terminated with connectors mounted in optical fiber patch panels at each end. Connector type will need to be determined in conjunction with DIS.

3. Workstation cabling shall consist of the following:

a. Workstation outlet locations shall be provided with a standard cable set consisting of TIA/EIA 568B, 4-pair, UTP Category 5e cables. All cables shall be terminated at the workstation utilizing Category 5e, 8-pin, modular connectors with either T568A or T568B pinning at the workstation faceplate as determined by DIS. Cables for voice network applications shall be terminated onto 110 termination blocks at the telecommunication rooms. Cables for data network applications shall be terminated onto equipment rack mounted, 8-pin, modular patch panels in the telecommunication rooms. In order to establish an applications independent cabling system, all cables may be terminated onto rack mounted, 8-pin, modular patch panels. Standard cable set to be determined in conjunction with DIS.

b. All wall phone locations shall be provided with one Category 6 cable.

c. Cable set for all other locations shall be coordinated with the building’s programming requirements.

d. Patching and cross connects between cable terminations and transport electronics shall be accommodated with the least amount of termination and cross connect hardware that is practical. When feasible, connections between horizontal cable terminations and transport electronics will be made directly, through the use of an appropriate patch cord. Where necessary, connections between UTP cables terminated on rack mounted hardware and remote rack or wall-mounted equipment shall be made via the use of an intermediate “tie” field adjacent to the rack mounted cabling terminations.

4. Connection between horizontal termination fields and tie fields, and from patch panels to equipment ports, shall be made through the use of pre-manufactured patch cords or punch down cross connect wire.

K. Pathways, Spaces and Media Identification

1. An identification system shall be developed to uniquely identify each equipment rack, pathway segment, telecommunications room, rack, patch panel, and cable installed in the building.

2. All horizontal and backbone cables shall be assigned a unique alphanumeric designation for identification purposes. Appropriately marked labels shall be provided at each end of each cable.

3. Labels having the appropriate cable designation shall be provided in the following locations for each cable:

a. On the outlet faceplate in the work area.

Project Drawings, Diagrams & Narratives [95] b. On the termination block or patch panels in the MTR or TR.

4. Cable designations shall be designed for easy identification of serving closet and termination location.

5. Cable termination information shall form the basis for the development of a telecommunications / facilities administration system database.

L. Other Low Voltage Telecommunications Systems

1. Several other low voltage systems related to the telecommunications system will be installed as part of this project. These systems include:

M. Wireless Local Area Network (WLAN)

1. Provisions for a wireless local area network system will be provided as part of the telecommunications infrastructure. Provisions shall include Cat6 cabling to be provided at regular intervals throughout a given floor plate to facilitate the placement of DIS provided wireless access points. Cabling shall be installed from the floor serving TR out to the floor and left coiled up in the ceiling space. Access points will be located approximately 60 feet on center throughout any given floor. Coverage requirements for the WLAN will be determined by DIS.

N. Community Access Television (CATV)

1. Raceway infrastructure shall be provided for cable television signal outlets. Amplifiers, cabling, channel selector device, and receptacle devices will be provided by the Contractor and include coaxial cabling installed from the TR locations to each CATV outlet location. Locations for CATV will be determined by DIS.

8.6.9 Electronic Access Controls & Video Surveillance A. Electronic Access Controls Introduction:

1. All Fire codes and emergency egress requirements shall take precedence over the determination of which doors shall be secured by the electronic access control (EAC) system. The basic components of an EAC system include master computer, control panels, peripheral devices such as card readers, door position switches, magnetic locks, electronic strikes, Request-To-Exit devices. A discussion will need to occur with the Owner to determine the extent of and locations for electronically secured doors.

2. Depending on the option chosen, it should be considered that a single structure would have its own independent security suite to house equipment associated with EAC system. If appropriate, the master computer shall be capable of communicating with the Campus wide network located at the Legislative Building.

3. Further discussion with the State will need to occur and protocols will need to be outlined that will integrate the unique electronic access control needs for the individual building programs.

B. Master Computer

1. A master computer shall run the proprietary EAC software, manage the overall system parameters, maintain the system database and control all communications with the control panels. The master computer shall be capable of tying back to the local area network for remote monitoring and integration with any existing Campus wide deployed EAC system.

[96] Washington State Archives & Library Predesign C. Control Panels

1. Located in telecom rooms, controls panels will manage the activation of peripheral devices by turning the devices on or off to control people access into secured areas. Media for communications between control panels and peripheral devices shall be via copper unshielded twisted-pair (UTP) cables. Communications protocol between the control panels and peripheral devices shall be determined by the EAC system manufacturer requirements.

D. Card Readers (CR)

1. Card reader devices shall be located at all secured doors in the building. Additionally, all elevators shall be provided with card readers to secure elevator usage as required by the Owner. Devices shall be based on “Smart Card” technology utilizing the 13.56 MHz frequency range for wireless transmission.

E. Door Position Switches (DS)

1. Door position switch devices shall be recessed mounted and provide a standard gap no greater than ½”. Devices shall be specified as Form A (SPST) Reed type.

F. Magnetic Locks (ML)

1. Magnetic locks shall be direct-hold type, mounted to the doorframe opposite the metal plate or armature. When energized, the lock bonds to the armature and locks the door. All ML holding force shall be a minimum 1200 lb.

G. Electronic Strikes (ES)

1. Electronic strikes shall replace the strike where the lock latches to the frame of the door. Upon application (fail secure) or removal (fail safe) of power, a solenoid electrically activates the keeper, allowing the lock’s latch bolt to pass. All ES devices shall be UL 1034 listed and provide programmable unlock times between 8 and 11 seconds.

H. Request-To-Exit (REX)

1. Request-To-Exist devices shall be located on the unsecured side of doors to allow for free passage from the secured space into the unsecured space without hindering passage or causing an alarm. REX devices shall utilize passive infrared technology to detect motion in their coverage area.

I. Motion Detectors

1. Motion detectors shall be dual technology (microwave and PIR) and be surfaced mounted at galleries and museum support spaces as identified by Owner.

J. Video Surveillance Introduction

1. The primary application for a surveillance or closed-circuit-television (CCTV) system shall be for recording activities for later local or remove reviews at a later date. The CCTV system components shall consist of image capture devices (cameras), recording equipment (digital video recorders or DVR), and monitoring or viewing stations. A discussion will need to occur with the Owner to determine the extent of and locations for CCTV cameras.

K. Image Capture Devices

1. Color and night/day CCD cameras shall be provided as required. The baseline criteria shall be night/day technology shall be deployed in low light environments or when lighting levels are expected to vary significantly and regularly. Color cameras shall only be located where sufficient and consistent lighting levels exist so that camera performance is maximized. Lens technologies for cameras shall be dependent on the application and required field of view. Fixed cameras shall be provided at locations where a single, unchanging, viewing area is present. Pan-Tilt-Zoom (PTZ)

Project Drawings, Diagrams & Narratives [97] cameras shall be provided at locations where a 360° view of a given area is required. Remote viewing and control of the camera shall utilize Internet-Protocol (IP) based technology. All cameras shall be provided with specific housings designed to prevent issues with moisture, dust, heat and vandalism. Transmission media for camera signals shall be via balanced unshielded twisted-pair copper cables suitable for transmission of IP based video signals. Cameras shall also utilize power-over-the-Ethernet (POE) technology.

L. Recording Media

1. All camera recordings shall be saved to digital format for the purposes of storage for later review. Digital recording storage shall be via storage-area-networks (SAN) and redundant array of independent disks (RAID) technology at the MTR. All recordings shall be accessible for remote viewing over the LAN.

M. Monitoring

1. Monitors or viewing stations for reviewing surveillance footage shall be provided at locations noted by the Owner. Viewing stations shall be based on liquid crystal display (LCD) technology with dimensions determined by the Owner.

[98] Washington State Archives & Library Predesign 9 Legislative Mandates THIS PAGE INTENTIONALLY LEFT BLANK.

[100] Washington State Archives & Library Predesign 9.0 Legislative Mandates (Refer to the 2016 Predesign)

Legislative Mandates (Refer to the 2016 Predesign) [101] THIS PAGE INTENTIONALLY LEFT BLANK.

[102] Washington State Archives & Library Predesign 10 Appendix THIS PAGE INTENTIONALLY LEFT BLANK.

[104] Washington State Archives & Library Predesign 10.0 Appendix

10.1 Predesign Checklist

APPENDIX A: PREDESIGN CHECKLIST

A predesign should include the content detailed here. OFM will approve limited scope predesigns on a case-by-case basis.

 Executive Summary  Problem Statement, Opportunity or Program Requirement ☐ Identify the problem, opportunity or program requirement that the project addresses and how it will be accomplished. ☐ Identify and explain the statutory or other requirements that drive the project’s operational programs and how these affect the need for space, location or physical accommodations. Include anticipated population projections (growth or decline) and assumptions. ☐ Explain the connection between the agency’s mission, goals and objectives; statutory requirements; and the problem, opportunity, or program requirements. ☐ Describe in general terms what is needed to solve the problem. ☐ Include any relevant history of the project, including previous predesigns that did not go forward to design or construction.  Analysis of Alternatives (including the preferred alternative) ☐ Describe all alternatives that were considered, including the preferred alternative. Include: ☐ A no action alternative. ☐ Advantages and disadvantages of each alternative. Please include a high-level summary table with your analysis. ☐ Cost estimates for each alternative. ☐ Provide enough information so decision makers have a general understanding of the costs. ☐ Complete OFM’s Life Cycle Cost Model (RCW 39.35B.050). ☐ Schedule estimates for each alternative. Estimate the start, midpoint, and completion dates.  Detailed Analysis of Preferred Alternative ☐ Nature of space – how much of the proposed space will be used for what purpose (i.e., office, lab, conference, classroom, etc.) ☐ Occupancy numbers. ☐ Basic configuration of the building, including square footage and the number of floors. ☐ Space needs assessment. Identify the guidelines used. ☐ Site Analysis ☐ Identify site studies that are completed or under way. ☐ Location.

8

Appendix [105] ☐ Building footprint and its relationship to adjacent facilities and site features. Provide an aerial view, sketches of the building site, and basic floorplans. ☐ Stormwater requirements. ☐ Ownership of the site and any acquisition issues. ☐ Easements and setback requirements. ☐ Potential issues with the surrounding neighborhood, during construction and ongoing. ☐ Utility extension or relocation issues. ☐ Potential environmental impacts. ☐ Parking and access issues, including improvements required by local ordinances, local road impacts, and parking demand. ☐ Impact on surroundings and existing development with construction lay-down areas and construction phasing. ☐ Consistency with applicable long-term plans (such as the Thurston County and Capitol Campus master plans and agency or area master plans) as required by RCW 43.88.110. ☐ Consistency with other laws and regulations ☐ High-performance public buildings (Chapter 39.35D RCW). ☐ Greenhouse gas emissions reduction policy (RCW 70.235.070). ☐ Archeological and cultural resources (Executive Order 05-05 and Section 106 of the National Historic Preservation Act of 1966). ☐ Americans with Disabilities Act implementation (Executive Order 96-04). ☐ Compliance with planning under Chapter 36.70A RCW, as required by RCW 43.88.0301. ☐ Information required by RCW 43.88.0301(1). ☐ Other codes or regulations. ☐ Identify problems that require further study. Evaluate identified problems to establish probable costs and risk. ☐ Identify significant or distinguishable components, including major equipment and ADA requirements in excess of existing code. ☐ Identify planned IT systems that affect the building plans. ☐ Describe planned commissioning to ensure systems function as designed. ☐ Describe any future phases or other facilities that will affect this project. ☐ Identify and justify the proposed project delivery method. For GC/CM, link to the requirements in RCW 39.10.340. ☐ Describe how the project will be managed within the agency.

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[106] Washington State Archives & Library Predesign ☐ Schedule ☐ Provide a high-level milestone schedule for the project, including key dates for budget approval, design, bid, acquisition, construction, equipment installation, testing, occupancy, and full operation. ☐ Incorporate value-engineering analysis and constructability review into the project schedule, as required by RCW 43.88.110(5)(c). ☐ Describe factors that may delay the project schedule. ☐ Describe the permitting or local government ordinances or neighborhood issues (such as location or parking compatibility) that could affect the schedule. ☐ Identify when the local jurisdiction will be contacted and whether community stakeholder meetings are a part of the process.  Project Budget Analysis for the Preferred Alternative ☐ Cost estimate ☐ Major assumptions used in preparing the cost estimate. ☐ Summary table of Uniformat Level II cost estimates. ☐ The C-100. If project costs are outside the C-100 cost control range, explain. ☐ Proposed funding ☐ Identify the fund sources and expected receipt of the funds. ☐ If alternatively financed, provide the projected debt service and fund source. Include the assumptions used for calculating finance terms and interest rates. ☐ Facility operations and maintenance requirements ☐ Define the anticipated impact of the proposed project on the operating budget for the agency or institution. Include maintenance and operating assumptions (including FTEs). ☐ Show five biennia of capital and operating costs from the time of occupancy, including an estimate of building repair, replacement, and maintenance. ☐ Clarify whether furniture, fixtures, and equipment are included in the project budget. If not included, explain.

 Predesign Appendix ☐ Completed Life Cycle Cost Model. ☐ A letter from the Department of Archaeology and Historic Preservation.

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Appendix [107] 10.2 Enabling Legislation

SSB 6090

Sec. 1003. FOR THE SECRETARY OF STATE

Library - Archives Building (30000033)

The appropriation in this section is subject to the following conditions and limitations:

(1) The appropriation is provided solely for design. The design of the facility must consider the state printer remaining at the current location, or the design of the facility at a new location.

(2) All capital budget expenses, less current and previous appropriations, must be financed with a certificate of participation or other financing method fully supported using fees collected by the secretary of state. The secretary of state may consider the adjustment of fees, including the heritage center account, to support construction, future operating costs, and projected efficiencies of electronic document storage in determining necessary space, must be developed for construction funding.

Appropriation: State Building Construction Account—State . . . . . $5,000,000 Prior Biennia (Expenditures)...... $300,000 Future Biennia (Projected Costs)...... $0 TOTAL...... $5,300,000

10.3 Agency Compliance with Greenhouse Gases and Emissions Limits (Refer to the 2016 Predesign)

[108] Washington State Archives & Library Predesign 10.4 Letters From DAHP Regarding The Impact Of Potential Sites On Cultural Resources

June 13, 2018 Mr. Patrick McDonald Secretary of State’s Office PO Box 40220 Olympia, Washington 98504

Re: New State Library & Archives Building Project Log No.: 2018-06-04308-COMM

Dear Mr. McDonald;

Thank you for contacting our Department pursuant to Executive Order 05-05. We have reviewed the information you provided for the proposed New State Library & Archives Building Project at Linderson Way SW and Tumwater Boulevard, Tumwater, Thurston County, Washington.

We concur with a Determination of No cultural resource impacts with the stipulation for an unanticipated discovery plan.

We would appreciate receiving any correspondence or comments from concerned tribes or other parties that you receive.

In the event that archaeological or historic materials are discovered during project activities, work in the immediate vicinity must stop, the area secured, and the concerned tribes and this department notified

These comments are based on the information available at the time of this review and on behalf of the State Historic Preservation Officer in compliance with Executive Order 05-05. Should additional information become available, our assessment may be revised, including information regarding historic properties that have not yet been identified.

Thank you for the opportunity to comment and a copy of these comments should be included in subsequent environmental documents. Sincerely,

Robert G. Whitlam, Ph.D. State Archaeologist (360) 890-2615 email: [email protected]

State of Washington • Department of Archaeology & Historic Preservation P.O. Box 48343 • Olympia, Washington 98504-8343 • (360) 586-3065 www.dahp.wa.gov

Appendix [109] 10.5 C-100 Back-up Information

STATE OF WASHINGTON AGENCY / INSTITUTION PROJECT COST SUMMARY Agency 085 Office of the Secretary of State Project Name Library-Archived Building OFM Project Number 30000033

Cost Estimate Summary

Acquisition Acquisition Subtotal $0 Acquisition Subtotal Escalated $0

Consultant Services Predesign Services $0 A/E Basic Design Services $2,640,093 Extra Services $1,099,000 Other Services $1,186,129 Design Services Contingency $246,261 Consultant Services Subtotal $5,171,483 Consultant Services Subtotal Escalated $5,295,119

Construction GC/CM Risk Contingency $3,251,000 GC/CM or D/B Costs $12,023,000 Construction Contingencies $3,098,657 Construction Contingencies Escalated $3,324,860 Maximum Allowable Construction Maximum Allowable Construction Cost $61,973,144 $66,294,542 Cost (MACC) (MACC) Escalated Sales Tax $7,150,776 Sales Tax Escalated $7,654,748 Construction Subtotal $87,496,578 Construction Subtotal Escalated $93,663,152

Equipment Equipment $6,363,775 Sales Tax $566,376 Non-Taxable Items $0 Equipment Subtotal $6,930,151 Equipment Subtotal Escalated $7,436,053

Artwork Artwork Subtotal $331,473 Artwork Subtotal Escalated $331,473

Agency Project Administration Agency Project Administration $1,320,574 Subtotal DES Additional Services Subtotal $0 Other Project Admin Costs $0 Project Administration Subtotal $1,320,574 Project Administation Subtotal Escalated $1,416,976

Other Costs Other Costs Subtotal $0 Other Costs Subtotal Escalated $0

Project Cost Estimate Total Project $101,250,258 Total Project Escalated $108,142,773 Rounded Escalated Total $108,143,000

C-100(2016) Page 2 of 2 12/6/2018

[110] Washington State Archives & Library Predesign STATE OF WASHINGTON Cost Estimate Details AGENCY / INSTITUTION PROJECT COST SUMMARY Agency 085 Office of the Secretary of State Acquisition Costs Project Name Library-Archived Building Escalation Item Base Amount Escalated Cost Notes OFM Project Number 30000033 Factor Purchase/Lease $0 Cost Estimate Summary Appraisal and Closing $0 Right of Way $0 Demolition $0 Acquisition Pre-Site Development $0 Acquisition Subtotal $0 Acquisition Subtotal Escalated $0 Other Consultant Services Insert Row Here Predesign Services $0 ACQUISITION TOTAL $0 NA $0 A/E Basic Design Services $2,640,093 Extra Services $1,099,000 Green cells must be filled in by user Other Services $1,186,129 Design Services Contingency $246,261 Consultant Services Subtotal $5,171,483 Consultant Services Subtotal Escalated $5,295,119

Construction GC/CM Risk Contingency $3,251,000 GC/CM or D/B Costs $12,023,000 Construction Contingencies $3,098,657 Construction Contingencies Escalated $3,324,860 Maximum Allowable Construction Maximum Allowable Construction Cost $61,973,144 $66,294,542 Cost (MACC) (MACC) Escalated Sales Tax $7,150,776 Sales Tax Escalated $7,654,748 Construction Subtotal $87,496,578 Construction Subtotal Escalated $93,663,152

Equipment Equipment $6,363,775 Sales Tax $566,376 Non-Taxable Items $0 Equipment Subtotal $6,930,151 Equipment Subtotal Escalated $7,436,053

Artwork Artwork Subtotal $331,473 Artwork Subtotal Escalated $331,473

Agency Project Administration Agency Project Administration $1,320,574 Subtotal DES Additional Services Subtotal $0 Other Project Admin Costs $0 Project Administration Subtotal $1,320,574 Project Administation Subtotal Escalated $1,416,976

Other Costs Other Costs Subtotal $0 Other Costs Subtotal Escalated $0

Project Cost Estimate Total Project $101,250,258 Total Project Escalated $108,142,773 Rounded Escalated Total $108,143,000

C-100(2016) Page 2 of 2 12/6/2018 Cost Details - Acquisition Page 1 of 1 12/6/2018

Appendix [111] Cost Estimate Details

Consultant Services Escalation Item Base Amount Escalated Cost Notes Factor 1) Pre-Schematic Design Services Programming/Site Analysis Environmental Analysis Predesign Study $0 Other Insert Row Here Sub TOTAL $0 1.0051 $0 Escalated to Design Start

2) Construction Documents A/E Basic Design Services $2,640,093 69% of A/E Basic Services Other Insert Row Here Sub TOTAL $2,640,093 1.0051 $2,653,558 Escalated to Mid-Design

3) Extra Services Civil Design (Above Basic Svcs) $65,000 Geotechnical Investigation $50,000 Commissioning $150,000 Site Survey $0 Testing $100,000 LEED Services $80,000 Voice/Data Consultant $120,000 Value Engineering $22,000 Constructability Review $32,000 Environmental Mitigation (EIS) $65,000 Landscape Consultant $175,000 Lighting, Acostical, Jardware, AC, Envleope Testing, Other $240,000 Security and Access Control, Cost Estimating, Signage and Graphics Insert Row Here Sub TOTAL $1,099,000 1.0051 $1,104,605 Escalated to Mid-Design

4) Other Services Bid/Construction/Closeout $1,186,129 31% of A/E Basic Services HVAC Balancing Staffing Other Insert Row Here Sub TOTAL $1,186,129 1.0730 $1,272,717 Escalated to Mid-Const.

5) Design Services Contingency Design Services Contingency $246,261

Insert Row Here Sub TOTAL $246,261 1.0730 $264,239 Escalated to Mid-Const.

CONSULTANT SERVICES TOTAL $5,171,483 $5,295,119

Cost Details - Consultant Services Page 1 of 2 12/6/2018

[112] Washington State Archives & Library Predesign Cost Estimate Details Cost Estimate Details

Consultant Services Construction Contracts Escalation Escalation Item Base Amount Escalated Cost Notes Item Base Amount Escalated Cost Notes Factor Factor 1) Pre-Schematic Design Services 1) Site Work Programming/Site Analysis G10 - Site Preparation $1,593,633 Environmental Analysis G20 - Site Improvements $2,848,797 Predesign Study $0 G30 - Site Mechanical Utilities $1,014,677 Other G40 - Site Electrical Utilities $763,409 Insert Row Here G60 - Other Site Construction $0 Sub TOTAL $0 1.0051 $0 Escalated to Design Start Z10 Sub Bonding $62,000 Z11 Design Contingency $314,126 2) Construction Documents Sub TOTAL $6,596,642 1.0446 $6,890,853 A/E Basic Design Services $2,640,093 69% of A/E Basic Services Other 2) Related Project Costs Insert Row Here Offsite Improvements $508,050 Sub TOTAL $2,640,093 1.0051 $2,653,558 Escalated to Mid-Design City Utilities Relocation Parking Mitigation 3) Extra Services Stormwater Retention/Detention Civil Design (Above Basic Svcs) $65,000 Z10 Sub Bonding $5,000 Geotechnical Investigation $50,000 Z11 Design Contingency $25,623 Commissioning $150,000 Sub TOTAL $538,673 1.0446 $562,698 Site Survey $0 Testing $100,000 3) Facility Construction LEED Services $80,000 A10 - Foundations $5,788,755 Voice/Data Consultant $120,000 A20 - Basement Construction $331,740 Value Engineering $22,000 B10 - Superstructure $14,026,306 Constructability Review $32,000 B20 - Exterior Closure $5,685,133 Environmental Mitigation (EIS) $65,000 B30 - Roofing $2,039,752 Landscape Consultant $175,000 C10 - Interior Construction $3,194,381 C20 - Stairs $100,000 Lighting, Acostical, Jardware, C30 - Interior Finishes $3,256,117 AC, Envleope Testing, D10 - Conveying $200,000 Other $240,000 Security and Access Control, D20 - Plumbing Systems $2,285,000 Cost Estimating, Signage and D30 - HVAC Systems $7,407,377 Graphics D40 - Fire Protection Systems $739,796 Insert Row Here D50 - Electrical Systems $6,600,147 Sub TOTAL $1,099,000 1.0051 $1,104,605 Escalated to Mid-Design F10 - Special Construction $0 F20 - Selective Demolition $0 4) Other Services General Conditions $0 Bid/Construction/Closeout $1,186,129 31% of A/E Basic Services Z10 Sub Bonding (Facility) $572,000 HVAC Balancing Z11 Design Contingency $2,611,325 Staffing Other Insert Row Here Sub TOTAL $54,837,829 1.0730 $58,840,991 Sub TOTAL $1,186,129 1.0730 $1,272,717 Escalated to Mid-Const. 4) Maximum Allowable Construction Cost 5) Design Services Contingency MACC Sub TOTAL $61,973,144 $66,294,542 Design Services Contingency $246,261

Insert Row Here Sub TOTAL $246,261 1.0730 $264,239 Escalated to Mid-Const.

CONSULTANT SERVICES TOTAL $5,171,483 $5,295,119

Cost Details - Consultant Services Page 1 of 2 12/6/2018 Cost Details - Construction Contracts Page 1 of 2 12/6/2018

Appendix [113] 5) GCCM Risk Contingency GCCM Risk Contingency $2,861,000 GCCM Risk Contingency (Site) $361,000 GCCM Risk Contingency (OffSite) $29,000 Sub TOTAL $3,251,000 1.0730 $3,488,323

6) GCCM or Design Build Costs GCCM Fee $2,350,000 Bid General Conditions $3,876,000 GCCM Preconstruction Services $925,000 Bond and GCI $1,315,000 Incl Building/Site/Offsite Negotiated Support Services $3,557,000 Sub TOTAL $12,023,000 1.0730 $12,900,679

7) Construction Contingency Allowance for Change Orders $3,098,657 Other Insert Row Here Sub TOTAL $3,098,657 1.0730 $3,324,860

8) Non-Taxable Items Other Insert Row Here Sub TOTAL $0 1.0730 $0

Sales Tax Sub TOTAL $7,150,776 $7,654,748

CONSTRUCTION CONTRACTS TOTAL $87,496,578 $93,663,152

Green cells must be filled in by user

Cost Details - Construction Contracts Page 2 of 2 12/6/2018

[114] Washington State Archives & Library Predesign Cost Estimate Details 5) GCCM Risk Contingency GCCM Risk Contingency $2,861,000 Equipment GCCM Risk Contingency (Site) $361,000 Escalation GCCM Risk Contingency (OffSite) $29,000 Item Base Amount Escalated Cost Notes Factor Sub TOTAL $3,251,000 1.0730 $3,488,323 E10 - Equipment $5,185,570 E20 - Furnishings $378,205 6) GCCM or Design Build Costs F10 - Special Construction GCCM Fee $2,350,000 Cubicles $800,000 Bid General Conditions $3,876,000 Insert Row Here GCCM Preconstruction Services $925,000 Bond and GCI $1,315,000 Incl Building/Site/Offsite Sub TOTAL $6,363,775 1.0730 $6,828,331 Negotiated Support Services $3,557,000 Sub TOTAL $12,023,000 1.0730 $12,900,679 1) Non Taxable Items Other 7) Construction Contingency Insert Row Here Allowance for Change Orders $3,098,657 Sub TOTAL $0 1.0730 $0 Other Insert Row Here Sales Tax Sub TOTAL $3,098,657 1.0730 $3,324,860 Sub TOTAL $566,376 $607,722

8) Non-Taxable Items EQUIPMENT TOTAL $6,930,151 $7,436,053 Other Insert Row Here Green cells must be filled in by user Sub TOTAL $0 1.0730 $0

Sales Tax Sub TOTAL $7,150,776 $7,654,748

CONSTRUCTION CONTRACTS TOTAL $87,496,578 $93,663,152

Green cells must be filled in by user

Cost Details - Construction Contracts Page 2 of 2 12/6/2018 Cost Details - Equipment Page 1 of 1 12/6/2018

Appendix [115] Cost Estimate Details

Artwork Escalation Item Base Amount Escalated Cost Notes Factor 0.5% of Escalated MACC for Project Artwork $331,473 new construction 0.5% of Escalated MACC for Higher Ed Artwork $0 new and renewal construction Other Insert Row Here ARTWORK TOTAL $331,473 NA $331,473

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Cost Details - Artwork Page 1 of 1 12/6/2018

[116] Washington State Archives & Library Predesign Cost Estimate Details Cost Estimate Details

Artwork Project Management Escalation Escalation Item Base Amount Escalated Cost Notes Item Base Amount Escalated Cost Notes Factor Factor Agency Project Management $1,320,574 0.5% of Escalated MACC for Project Artwork $331,473 Additional Services new construction Other 0.5% of Escalated MACC for Insert Row Here Higher Ed Artwork $0 new and renewal PROJECT MANAGEMENT TOTAL $1,320,574 1.0730 $1,416,976 construction Other Green cells must be filled in by user Insert Row Here ARTWORK TOTAL $331,473 NA $331,473

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Cost Details - Artwork Page 1 of 1 12/6/2018 Cost Details - Project Management Page 1 of 1 12/6/2018

Appendix [117] Cost Estimate Details

Other Costs Escalation Item Base Amount Escalated Cost Notes Factor Mitigation Costs $0 Hazardous Material $0 Remediation/Removal Historic and Archeological Mitigation $0 Other Insert Row Here OTHER COSTS TOTAL $0 1.0446 $0

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Cost Details - Other Costs Page 1 of 1 12/6/2018

[118] Washington State Archives & Library Predesign Cost Estimate Details C-100(2018) Additional Notes Other Costs Escalation Item Base Amount Escalated Cost Notes Tab A. Acquisition Factor Mitigation Costs $0 Hazardous Material $0 Insert Row Here Remediation/Removal Historic and Archeological Mitigation $0 Tab B. Consultant Services Other Insert Row Here Insert Row Here OTHER COSTS TOTAL $0 1.0446 $0 Tab C. Construction Contracts Green cells must be filled in by user

Z# Item Building Summary Site Summary Offsite Development Summary Total (Click Here)

Tab D. Equipment

Insert Row Here

Tab E. Artwork

Insert Row Here

Tab F. Project Management

Insert Row Here

Tab G. Other Costs

Insert Row Here

Cost Details - Other Costs Page 1 of 1 12/6/2018 C-100(2016) Page 1 of 1 12/6/2018

Appendix [119] 10.6 Consultant Cost Estimate - Tumwater Site at 7300 Linderson Way The following cost estimate supplied by WT Partnership of Seattle provides the basis for the C-100. There are some elements within the C-100 which are preprogrammed for certain calculations not included in the estimate. The estimate too contains assumptions which are not included in the C-100 because of state requirements and differing standards between public and private sector projects. Staff with the Secretary of State’s office completed the C-100 utilizing the estimate while abiding by Office of Financial Management and state requirements. The following are differences between the estimate and C-100.

• Design Contingency in the estimate was removed since C-100 already calculates under design services contingency, plus estimate exceeds 5% allowable contingency maximum. • Bid General Conditions was revised to maximum allowable rate of 5%. • The C-100 contains automatic percentages for things such as A/E Design Services, Bid/Construction/ Closeout, and Design Services Contingency. These estimates are not included in the consultants estimate.

While the estimate and C-100 may differ somewhat, the final cost for this project is within 2% of pre-escalation price between the two documents. The C-100 is ultimately the document of record for the predesign, but it is based almost entirely on the consultants estimate.

[120] Washington State Archives & Library Predesign WA State Library & Archives Tumwater Location Conceptual Cost Plan September 6, 2018

Appendix [121] Conceptual Cost Plan September 6, 2018 4

WA State Library & Archives Tumwater Location

Basis of Estimate

Baseline Documentation This estimate is based on the following documents: 1 Two story storage building Library-Archives Floor Plan Diagram V3 - July 11th, 2018 2 Library/Archives Program Areas - August 31st, 2018

Other Costs Not Included In This Estimate The following additional costs have been identified as being required to complete this project, and are not included in this cost plan.

1 Project construction contingency; required to accommodate change orders, unforeseen conditions, etc. 2 Project soft costs - design and project management fees, taxes and use fees levied by local jurisdictions and the like

1802003 www.wtpartnership.com

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Overall Summary SF $/SF TOTAL

B1 Building 174,955 477.35 83,514

TOTAL BUILDING 174,955 477.35 83,514

S1 Site 302,856 30.22 9,152 S3 Offsite Development 15,024 49.72 747

TOTAL SITE 9,899

GRAND TOTAL 93,413

Z30 Escalation To Midpoint Excluded 0.00% 0

RECOMMENDED BUDGET 93,413

November 2019 Start date with 21 month construction schedule:

B1 Building 174,955 477.35 83,514

TOTAL BUILDING 174,955 477.35 83,514

S1 Site 302,856 30.22 9,152 S3 Offsite Development 15,024 49.72 747

TOTAL SITE 9,899

GRAND TOTAL 93,413

Z30 Escalation To Midpoint (1/10/20) at 6.5% per year 0.00% 14,848

RECOMMENDED BUDGET 108,261

wtpartnership.com

Appendix [123] Conceptual Cost Plan September 6, 2018 6

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Building Areas & Control Quantities SF SF Areas

Structured Areas Program Areas

Ground Floor 90,000 Program Type 1 100 Level 2 84,955 Program Type 2 200 Level 6 0 Program Type 6 600

TOTAL GROSS FLOOR AREA 174,955

Control Quantities Ratio to GFA

Number of Stories (x1,000) 2 EA 0.011 Gross Floor Area - Reported 174,955 SF 1.000 Covered Area 2,716 SF 0.016 Gross Wall Area 61,495 SF 0.351 Retaining Wall Area 4,382 SF 0.025 Finished Wall Area 51,191 SF 0.293 Windows or Glazing 17% 10,304 SF 0.059 Roof Area - Flat - including decks 92,716 SF 0.530 Roof Area - Sloping 0 SF - Roof Area - Total 92,716 SF 0.530 Roof Glazing Area 0 SF - Elevators (x10,000) 2 EA 0.114

1802003 www.wtpartnership.com

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Building Summary % $/SF TOTAL Gross Area: 174,955 SF

A10 Foundations 7% 33.09 5,789 A20 Basement Construction 0% 1.90 332

A Substructure 7% 34.98 6,121

B10 Superstructure 17% 80.17 14,026 B20 Exterior Enclosure 7% 32.49 5,685 B30 Roofing 2% 11.66 2,040

B Shell 26% 124.32 21,751

C10 Interior Construction 4% 18.26 3,194 C20 Stairways 0% 0.57 100 C30 Interior Finishes 4% 18.61 3,256

C Interiors 8% 37.44 6,550

D10 Conveying Systems 0% 1.14 200 D20 Plumbing Systems 3% 13.06 2,285 D30 Heating, Ventilation & Air Conditioning 9% 42.34 7,407 D40 Fire Protection 1% 4.23 740 D50 Electrical Lighting, Power & Communications 8% 37.72 6,600

D Services 21% 98.50 17,232

E10 Equipment 6% 29.64 5,186 E20 Furnishings 0% 2.16 378

E Equipment & Furnishings 7% 31.80 5,564

F10 Special Construction 0% 0.00 0 F20 Selective Demolition 0% 0.00 0

F Special Construction & Demolition 0% 0.00 0

BUILDING ELEMENTAL COST BEFORE CONTINGENCIES 69% 327.05 57,218

Z10 Sub Bonding 1.00% 1% 3.27 572 Z11 Design Contingency 15.00% 10% 49.55 8,669 Z12 MACC Contingency 5.00% 3% 16.35 2,861

BUILDING ELEMENTAL COST INCLUDING CONTINGENCIES 83% 396.22 69,320

Z21 Specified General Conditions 10.00% 8% 39.62 6,932 Z22 GCCM Fee 3.00% 2% 11.89 2,080 Z23 Bond & GLI 1.50% 1% 6.72 1,175 Z24 Negotiated Support Services 4.00% 4% 18.18 3,180 Z25 Preconstruction Services 1.00% 1% 4.73 827

RECOMMENDED BUDGET 100% 477.34 83,514

1802003 www.wtpartnership.com

Appendix [125] Conceptual Cost Plan September 6, 2018 8

WA State Library & Archives Tumwater Location

Building Quantity Unit Rate Total

A10 Foundations

A1010 Standard Foundations 90,000 SF 50.94 4,584,200 Reinforced concrete including excavation Strip footings 169 CY 700.00 118,300 Pad footings 4,225 CY 750.00 3,168,750 Tie beams 1,000 CY 750.00 750,000 Elevator pits 2 EA 25,000.00 50,000 Dewatering - per month 4 EA 25,000.00 100,000 Extra over for mats at shear elements and elevator/stair cores 611 CY 650.00 397,150

A1030 Slab On Grade 90,000 SF 13.38 1,204,575 Slab on grade, 9" thick 90,000 SF 10.00 900,000 Allow for concrete pads, curbs and bases 174,955 SF 1.50 262,433 Loading dock sump and trench drain 1 LS 10,000.00 10,000 Perimeter drainage 1,461 LF 22.00 32,142

5,788,775

A20 Basement Construction

A2020 Basement Walls 4,382 SF 75.71 331,740 3' tall, 12" thick foundation walls 4,382 SF 60.00 262,920 Loading dock ramp retaining walls 1 LS 25,000.00 25,000 Drainage mat and rigid insulation 4,382 SF 10.00 43,820

331,740

B10 Superstructure

B1010 Floor Construction 84,955 SF 83.04 7,054,681 Steel framing to upper office & lobby floors - 20lbs per sf including columns & shear bracing 344 T 6,500.00 2,236,000 Steel decking to upper floors 34,355 SF 4.50 154,598 Concrete topping to metal decks 34,355 SF 4.25 146,009 Miscellaneous metals 174,955 SF 2.50 437,388 Sprayed fireproofing to floor steel 34,355 SF 2.50 85,888 Concrete framed upper floors - includes columns 51,344 SF 75.00 3,850,800 Extra over for high tolerance flatness in storage space areas 57,600 SF 2.50 144,000

B1020 Roof Construction 92,716 SF 75.19 6,971,625 Steel framing to roofs - 17lbs per sf including columns & shear 765 T 6,500.00 4,972,500 Steelbracing decking to roofs 90,000 SF 4.50 405,000 Sprayed fireproofing to roof steel 90,000 SF 3.00 270,000

1802003 Concrete shear walls at vertical circulationwww.wtpartnership.com tower(s) 9,735 SF 75.00 730,125

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Building Quantity Unit Rate Total

Concrete shear walls at building perimeter 7,920 SF 75.00 594,000

14,026,306

B20 Exterior Enclosure

B2010 Exterior Walls 51,191 SF 90.68 4,642,173 Exterior cladding - aluminum plate rainscreen system including mineral wool insulation, thermal clips/Knightwall system, zees/hat channels, copings, misc flashings, trim and accessories 51,191 SF 70.00 3,583,370 Exterior wall system backup system - studs, moisture barrier, insulation, sheathing and drywall 51,191 SF 17.50 895,843 Soffit finish - linear metal panel 2,716 SF 60.00 162,960

B2020 Exterior Windows 10,304 SF 90.00 927,360 Glazing 10,304 SF 90.00 927,360

B2030 Exterior Doors 61,495 SF 1.55 95,600 Exterior doors - HM per leaf 8 EA 3,000.00 24,000 Exterior glazed aluminum doors - per leaf 6 EA 4,000.00 24,000 Door operators - per leaf 14 EA 2,500.00 35,000 Insulated overhead coiling loading dock doors 168 SF 75.00 12,600

B2070 Exterior Louvers and Vents 61,495 SF 0.33 20,000 Allow for exterior louvers & vents 1 LS 20,000.00 20,000

5,685,133

B30 Roofing

B3010 Roof Coverings 92,716 SF 22.00 2,039,752 Insulated flat roofing 92,716 SF 22.00 2,039,752

B3020 Roof Appurtenances 92,716 SF Insulated skylight and curbs - excluded SF 175.00

2,039,752

C10 Interior Construction

C1010 Partitions 160,320 SF 15.62 2,503,665 Interior GWB partitions - allow 0.075 lf per sf of GFA to non-storage areas 147,860 SF 12.50 1,848,250 Interior GWB partitions - allow 0.01 lf per sf of GFA to storage areas 12,460 SF 17.50 218,050 1802003 www.wtpartnership.com

Appendix [127] Conceptual Cost Plan September 6, 2018 10

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Building Quantity Unit Rate Total

CMU partitions - allow 15% of GWB partition totals in storage 1,869 SF 25.00 46,725 Allow for railings and handrails 1 LS 50,000.00 50,000 Glazed partitions - allow 5% of GWB partition totals 8,016 SF 40.00 320,640 Interior dividing walls - chainlink 1 LS 20,000.00 20,000

C1020 Interior Doors 160,320 SF 2.81 450,500 Interior glazed aluminum doors - per leaf 3 EA 3,500.00 10,500 Interior doors - allow 1 per 50lf of partitions in non-storage areas 169 EA 2,500.00 422,500 Interior doors - allow 1 per 100lf of partitions in storage areas 7 EA 2,500.00 17,500

C1030 Fittings 174,955 SF 1.37 240,216 Signage - code & wayfinding 174,955 SF 0.75 131,216 Exterior building signage 1 LS 50,000.00 50,000 Employee lockers 20 EA 150.00 3,000 Toilet accessories - per cubicle 16 EA 1,000.00 16,000 Toilet accessories - per restroom 10 EA 1,000.00 10,000 Break room, janitorial room and other accessories 5 EA 2,500.00 12,500 Toilet cubicles 16 EA 1,000.00 16,000 Public lockers 20 EA 75.00 1,500 Miscellaneous metals SF 1.50 3,194,381

C20 Stairways

C2010 Stair Construction 174,955 SF 0.57 100,000 Stairs per flight including handrails 4 EA 25,000.00 100,000

100,000

C30 Interior Finishes

C3010 Wall Finishes 174,955 SF 18.61 3,256,117 Wall finishes - non storage - majority paint with tile and acoustic material in limited locations 346,911 SF 3.50 1,214,189 Wall finishes - storage - paint to drywall 28,658 SF 1.00 28,658 C3020 Floor Finishes Floor finishes - non-storage - majority carpet/vinyl with tile in limited locations 112,655 SF 6.50 732,258 Floor finishes - storage - shake on hardener 62,300 SF 3.50 218,050 C3030 Ceiling Finishes Ceiling finishes - non-storage - majority ACT with GWB in limited locations 112,655 SF 7.50 844,913

1802003 www.wtpartnership.com

[128] Washington State Archives & Library Predesign Conceptual Cost Plan September 6, 2018 11

WA State Library & Archives Tumwater Location

Building Quantity Unit Rate Total

Ceiling finishes - storage - exposed to structure 62,300 SF 3.50 218,050

3,256,117

D10 Conveying Systems

D1010 Elevators & Lifts 174,955 SF 1.14 200,000 Passenger elevators - per stop 4 EA 50,000.00 200,000 Freight elevators - excluded EA 100,000.00

200,000

D20 Plumbing Systems

D2010 Plumbing Fixtures 174,955 SF 13.06 2,284,914 Domestic water distribution Plumbing equipment - allow 174,955 SF 0.81 141,714 Plumbing fixtures - allow 174,955 SF 2.43 425,141 Allow for domestic water pipework, including hangers, insulation, 174,955 SF 3.03 530,114 Sanitaryvalves drainageand accessories 174,955 Allow for SWV pipework - with standard flexible band couplings; 174,955 SF 2.00 349,910 Buildingincludes support fittings plumbing & hangers systems 174,955 Rainwater leaders/storm pipework 174,955 SF 1.77 309,670 Plumbing equipment - pump/filter system, duplex, based on FlowtermFTSS-RW-CL rainwater reclamation storage tank, 540 gallon, based on polyprocessing; rainwater hypo-treatment, based on Water Control Corp. disinfection system 1 LS 148,179.00 148,179 2,000 gallons storage tank - purchase and deliver 1 LS 62,525.00 62,525 2,000 gallons storage tank excavation, deadman, manholes and 1 LS 34,611.00 34,611 accessoriesGraywater pipework 1" - includes fittings and hangers 1 LS 46,725.00 46,725 Rainwater pipework (1 1/2" and smaller non potable water from 1 LS 15,150.00 15,150 cisterns)2" SWV pipework includes -fittings UG (Sch. and 40 hangers DWV); includes fittings, tracer 1 LS 12,979.00 12,979 cablePlumbing and permit,excavation/backfill documentation, commissioning, testing and supervision 174,955 SF 1.19 208,196

2,284,914

D30 Heating, Ventilation & Air Conditioning

D3020 Heat Generating Systems 174,955 SF 42.34 7,407,377 Facility fuel systems Energy supply to HVAC equipment - fuel gas supply allowance - 174,955 SF 0.87 152,211 2"includes FOS/R fuelFuel gas oil tosupply RTU's and return - 150 lb BLK, TE, with 200 LF 106.00 21,200 Fuellimited oil sealtank welded vent system, screw includesfittings. Hangersinstallation include (assumed 100 lf 1 LS 4,936.00 4,936 1802003 or less tank to vent outlet) www.wtpartnership.com

Appendix [129] Conceptual Cost Plan September 6, 2018 12

WA State Library & Archives Tumwater Location

Building Quantity Unit Rate Total

Fuel oil tank fill system, includes installation (assume 100 lf or 1 LS 15,504.00 15,504 Fuelless filloil connectiontank monitoring to tank) system, includes installation 1 LS 10,623.00 10,623 Heating systems Allow for heat generation equipment 174,955 SF 2.97 519,616 HVAC HHW pipework including hangers, fittings and insulation 174,955 SF 3.79 663,079 HVAC HHW Piping distribution isolation valves, insulation and specialties 174,955 SF 0.38 66,483 Cooling systems HVAC CHW pipework including hangers, fittings and insulation 174,955 SF 4.54 794,772 Allowance for cooling generating equipment 174,955 SF 4.33 756,925 Facility HVAC distribution systems Allowance for HVAC distribution 174,955 SF 9.25 1,617,928 Exhaust fans/ductwork/grilles/flues 174,955 SF 0.87 151,385 Allowance for HVAC equipment 174,955 SF 8.92 1,561,158 DDC Controls - General 174,955 SF 3.85 673,664 Balancing, testing and commissioning 174,955 SF 0.70 123,000 Special purpose HVAC systems HVAC permit, as-builts and O & M's 174,955 SF 0.22 37,846 HVAC BIM/Autocad/REVIT 174,955 SF 0.49 85,154 Allowance for vibration isolation of piping & equipment 174,955 SF 0.54 94,616 Allowance for steam humidification and monitoring in storage areas 62,300 SF 0.92 57,276

7,407,377

D40 Fire Protection

D4010 Sprinklers 174,955 SF 4.23 739,796 Allow for fire suppression systems including heads, pipework and specialties 112,655 SF 2.81 316,804 Sprinklers - supervision, drawings and permit 174,955 SF 0.49 85,154 FP Specialties - RPBP 6" in vault- relocated with two support stands 1 SF 19,468.80 19,469 Nonand certificationaqueous fire protection - FM 200 62,300 SF 4.87 303,227 FP Specialties - riser valves on stairs 16 EA 703.04 11,249 FP Specialties - FDC and test header 2 EA 1,946.88 3,894

739,796

D50 Electrical Lighting, Power & Communications

D5010 Electrical Service & Distribution 174,955 SF 21.84 3,821,494 Service & distribution Electrical panels, switchboards 174,955 SF 3.79 662,310 Feeders, cable trays, conduit, etc. 174,955 SF 1.95 340,616 Conduit & wire to light fixtures and controls 1802003 www.wtpartnership.com 174,955 SF 1.95 340,616

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Building Quantity Unit Rate Total

Outlets and other low voltage devices 174,955 SF 2.16 378,463 Conduit and wire to outlets and other low voltage devices 174,955 SF 1.62 283,847 Grounding 174,955 SF 0.16 28,385 Misc testing/permits/comm 174,955 SF 2.00 350,078 Temporary lighting 174,955 SF 0.92 160,847

Lighting LED lighting fixtures - allow for office & staff areas 61,103 SF 9.19 561,537 LED lighting fixtures - allow for circulation areas 19,245 SF 6.49 124,900 LED lighting fixtures - allow for mechanical, storage and BOH 80,960 SF 4.33 350,557 LEDareas lighting fixtures - allow for loading areas 900 SF 3.50 3,150 Lighting controls - all areas 174,955 SF 1.35 236,189

D5030 Communications & Security 174,955 SF 15.88 2,778,653 Audio visual systems - allow for limited video conferencing and basic audio visual scoping 4,900 SF 3.24 15,876 Telecommunications - public address, intercom and clock systems 174,955 SF 7.84 1,371,927 Security- includes system conduit - includes infrastructure CCTV and access control to exterior 174,955 SF 1.95 340,616 Distributeddoors and major antenna paths system of egress only - includes backbone 174,955 SF 0.76 132,462 Fire alarm system 174,955 SF 3.24 567,694 Communications and security - network electronics 174,955 SF 2.00 350,078

6,600,147

E10 Equipment

E1090 Other Equipment 174,955 SF 29.64 5,185,570 Dock levelers 1 EA 5,000.00 5,000 Vault equipment - doors to secure storage 2 EA 5,000.00 10,000 Vault 300 SF 250.00 75,000 Transaction windows/counters 1 LS 4,500.00 4,500 Projectors and screens in medium and large conference rooms 5 EA 3,500.00 17,500 Decontamination freezer 1 EA 5,000.00 5,000 Walk in freezer 200 SF 400.00 80,000 Allow for residential equipment 1 LS 5,000.00 5,000 Soundproof studio 900 SF 250.00 225,000 Window washing davits 1 LS 25,000.00 25,000 Storage systems 1 LS 4,733,570.00 4,733,570

5,185,570

E20 Furnishings

E2010 Fixed Furnishings 174,955 SF 2.16 378,205 1802003 Window blinds www.wtpartnership.com 11,415 SF 8.00 91,320

Appendix [131] Conceptual Cost Plan September 6, 2018 14

WA State Library & Archives Tumwater Location

Building Quantity Unit Rate Total

Fixed floor grilles 254 SF 45.00 11,430 Classroom millwork allowance 1 LS 1,500.00 1,500 Large conference room millwork 1 LS 3,500.00 3,500 Printer/copier room millwork allowance - 5 each 5 LS 7,500.00 37,500 Library reading room reception millwork allowance 1 LS 15,000.00 15,000 Kitchen millwork allowance 1 LS 5,000.00 5,000 Mailroom millwork allowance 1 LS 7,500.00 7,500

Entry foyer millwork allowance 1 LS 25,000.00 25,000 First aid millwork allowance 1 LS 2,500.00 2,500 Public restroom millwork allowance 1 LS 3,000.00 3,000 Miscellaneous millwork allowance 174,955 SF 1.00 174,955

378,205

1802003 www.wtpartnership.com

[132] Washington State Archives & Library Predesign Conceptual Cost Plan September 6, 2018 15

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Site Areas & Control Quantities SF SF SF Areas

Net Site Areas

Pedestrian Paving and Hardscape 9,044 Roads 29,274 Landscaping and Softscape 92,500 Parking 82,038

Net Site Area 212,856

Building Footprint Areas Building Footprint Area 1 90,000

Subtotal of Building Footprint Areas 90,000

TOTAL SITE AREA 302,856

Control Quantities Ratio to Site

Pedestrian Paving and Hardscape 9,044 SF 0.030 Roads 29,274 SF 0.097 Landscaping and Softscape 92,500 SF 0.305 Other Features 82,038 SF 0.271 Built Areas 90,000 SF 0.297

Appendix [133] Conceptual Cost Plan September 6, 2018 16

WA State Library & Archives Tumwater Location

Site Summary % $/SF TOTAL Gross Area: 302,856 SF

G10 Site Preparation 17% 5.26 1,594 G20 Site Improvements 31% 9.41 2,849 G30 Site Mechanical Utilities 11% 3.35 1,015 G40 Site Electrical Utilities 8% 2.52 763 G90 Other Site Construction 0% 0.00 0

G Building Sitework 68% 20.54 6,221

SITE ELEMENTAL COST BEFORE CONTINGENCIES 68% 20.54 6,221

Z10 Sub Bonding 1.00% 1% 0.21 62 Z11 Design Contingency 15.00% 10% 3.08 933 Z12 MACC Contingency 5.00% 4% 1.19 361

SITE ELEMENTAL COST INCLUDING CONTINGENCIES 83% 25.02 7,577

Z21 Specified General Conditions 10.00% 8% 2.50 758 Z22 GCCM Fee 3.00% 3% 0.83 250 Z23 Bond & GLI 1.50% 1% 0.43 129 Z24 Negotiated Support Services 4.00% 4% 1.15 349 Z25 Preconstruction Services 1.00% 1% 0.30 91

RECOMMENDED BUDGET 100% 30.22 9,152

1802003 www.wtpartnership.com

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Site Quantity Unit Rate Total

G10 Site Preparation

G1010 Site Clearing 302,856 SF 5.26 1,593,633 Tree removal 1 LS 15,000.00 15,000 Imported fill to elevate floor level above flood plain 20,811 CY 37.00 770,007 Site Clearing & Grading 302,856 SF 2.17 657,198 Erosion control 302,856 SF 0.50 151,428

1,593,633

G20 Site Improvements

G2010 Roadways 29,274 SF 7.51 219,911 Access road 29,274 SF 6.01 175,811 Curb & gutter 1,764 LF 25.00 44,100

G2020 Parking 82,038 SF 7.93 650,531 Parking - visitor 11,978 SF 4.50 53,901 Parking - staff - permeable asphalt 70,060 SF 6.50 455,390 Curb 3,512 LF 20.00 70,240 Striping 230 EA 200.00 46,000 Signage 1 LS 25,000.00 25,000

G2040 Site Development 1,294 SF 441.54 571,355 Plaza paving and development 1,294 SF 150.00 194,100 Fencing 1,203 LF 85.00 102,255 Misc features 1 LS 125,000.00 125,000 Site walls 1,000 LF 150.00 150,000

G2050 Landscaping 92,500 SF 15.21 1,407,000 New trees 78 EA 1,500.00 117,000 Irrigation 92,500 SF 2.50 231,250 Type 2 setback landscape 6,500 SF 3.50 22,750 Type 4 landscape 66,000 SF 7.50 495,000 Visitor parking buffer planting 20,000 SF 11.50 230,000 Sidewalk 7,750 SF 10.00 77,500 Site concrete paving 9,300 SF 15.00 139,500 Concrete ramp paving 950 SF 20.00 19,000 Furnishings 1 LS 75,000.00 75,000

2,848,797

1802003 www.wtpartnership.com

Appendix [135] Conceptual Cost Plan September 6, 2018 18

WA State Library & Archives Tumwater Location

Site Quantity Unit Rate Total

G30 Site Mechanical Utilities

G3010 Water Supply 302,856 SF 1.97 597,950 Connect new 8" PVC water main to installed tapping valve in street 1 EA 15,000.00 15,000 8" DI Fire/Water line 1,100 LF 135.00 148,500 4" DVCA - (1 EA) in vault 1 EA 7,500.00 7,500 4" water meter in vault 1 EA 6,000.00 6,000 2" RPBP Irrigation system valve 1 EA 750.00 750 Fire hydrant 4 EA 3,500.00 14,000 4" Water service line 100 LF 7.00 700 8" DI Fire water service line 850 LF 80.00 68,000 New 12" water main loop 1,500 LF 225.00 337,500

G3020 Sanitary Sewer 302,856 SF 0.13 40,000 Provide SSMH to connect to sanitary service 2 EA 7,500.00 15,000 Sanitary line 200 LF 200.00 40,000

G3030 Storm Sewer 302,856 SF 1.05 319,227 Infiltration pond - base leve 187' 2,505 CY 50.00 125,259 Storm drainage from hardscape 129,312 SF 1.50 193,968

G3050 Cooling Distribution 302,856 SF 0.17 50,000 Gas service 1 LS 50,000.00 50,000

1,014,677

G40 Site Electrical Utilities

G4010 Electrical Distribution 302,856 SF 0.74 223,500 EV charging stations 3 EA 9,500.00 28,500 Provide utility vault to tie in to existing public power 1 EA 13,500.00 13,500 Primary service conduit 4" w pull rope - conductors by utility 1,100 LF 115.00 126,500 Transformer vault adjacent to building 1 LS 55,000.00 55,000

G4020 Site Lighting 302,856 SF 0.65 195,909 Lighting 130,606 SF 1.50 195,909

G4030 Site Communications & Security 302,856 SF 0.30 90,000 Provide telecom vault to tie in utilities 1 LS 7,500.00 7,500 Provide telecom ductbank 1,100 LF 75.00 82,500

G4090 Other Site Electrical Utilities 302,856 SF 0.84 254,000 Diesel fired generator - 500KW 1 EA 155,000.00 155,000 Generator remote annunciator panel 1 EA 1,750.00 1,750

1802003 www.wtpartnership.com

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WA State Library & Archives Tumwater Location

Site Quantity Unit Rate Total

2500 gallon above ground skid mounted FO tank 1 LS 85,000.00 85,000 Generator fuel allowance for first fill 2,500 Gal 4.00 10,000 Generator pad 1 Ea 2,250.00 2,250

763,409

1802003 www.wtpartnership.com

Appendix [137] Conceptual Cost Plan September 6, 2018 20

WA State Library & Archives Tumwater Location

Offsite Development Summary % $/SF TOTAL Gross Area: 15,024 SF

G10 Site Preparation 0% 0.00 0 G20 Site Improvements 68% 33.82 508 G30 Site Mechanical Utilities 0% 0.00 0 G40 Site Electrical Utilities 0% 0.00 0 G90 Other Site Construction 0% 0.00 0

G Building Sitework 68% 33.82 508

SITE ELEMENTAL COST BEFORE CONTINGENCIES 68% 33.82 508

Z10 Sub Bonding 1.00% 0% 0.34 5 Z11 Design Contingency 15.00% 0% 5.07 76 Z12 MACC Contingency 5.00% 0% 1.96 29

SITE ELEMENTAL COST INCLUDING CONTINGENCIES 83% 41.19 619

Z21 Specified General Conditions 10.00% 0% 4.12 62 Z22 GCCM Fee 3.00% 0% 1.36 20 Z23 Bond & GLI 1.50% 0% 0.70 11 Z24 Negotiated Support Services 4.00% 0% 1.89 28 Z25 Preconstruction Services 1.00% 0% 0.49 7

RECOMMENDED BUDGET 100% 49.72 747

1802003 www.wtpartnership.com

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Offsite Development Item Description Quantity Unit Rate Total

G20 Site Improvements

G2010 Roadways 15,024 SF 33.82 508,050 Linderson Remove sidewalk 2,928 SF 1.50 4,392 Add planting strip 2,928 SF 11.50 33,672 Trees @ 30' oc 15 EA 450.00 6,750 Add sidewalk 2,928 SF 12.00 35,136 Add historic lightpoles at 100' oc 7 EA 15,000.00 105,000 Tumwater Remove sidewalk 4,284 SF 1.50 6,426 Add planting strip 4,284 SF 11.50 49,266 Trees @ 30' oc 24 EA 450.00 10,800 Add sidewalk 4,284 SF 12.00 51,408 Curb & gutter 718 LF 25.00 17,950 Street repair 3,590 SF 15.00 53,850 73rd Ave SW Remove sidewalk 300 SF 1.50 450 Add planting strip 300 SF 11.50 3,450 Trees @ 30' oc 2 EA 450.00 900 Add sidewalk 300 SF 12.00 3,600 Curb & gutter 50 LF 25.00 1,250 Street repair 250 SF 15.00 3,750 Add historic lightpoles at 100' oc 8 EA 15,000.00 120,000

508,050

1802003 www.wtpartnership.com

Appendix [139] 10.7 Secretary of State 10-Year Capital Plan, 2017-2027

10.7.1 Agency Strategic Plan (Refer to the 2016 Predesign)

10.7.2 Organizational Structure (Refer to the 2016 Predesign)

10.7.3 Current Facilities and Their Condition (Refer to the 2016 Predesign)

10.7.4 Changes from Previous Capital Plans (Refer to the 2016 Predesign)

10.7.5 Results Washington (Refer to the 2016 Predesign)

10.7.6 Deferred Maintenance Backlog Reduction Plan All identified deferred maintenance has been completed and it is anticipated no future backlog of maintenance will occur if those are approved in allotment or operating budget requests.

10.12 Tumwater Town Center Plan Executive summary only is included here as a reference. The full document can be found with the City of Tumwater.

[140] Washington State Archives & Library Predesign EXHIBIT A – ORDINANCE NO. O2004-003

Adopted by the City Council on June 15, 2004 as an amendment to the City of Tumwater Development Guide

Appendix [141] TUMWATER TOWN CENTER STREET DESIGN PLAN

Prepared by: MAKERS architecture and urban design Prepared for: City of Tumwater

MAKERS worked with the Tumwater Town Center Advisory Committee from November 2002 to August 2003 to prepare this plan. Committee members are listed below.

TUMWATER TOWN CENTER ADVISORY COMMITTEE

Linda Villegas Bremer, Citizen Andrea Fontenot, Port of Olympia Liz Larsen, Tumwater School District Chris Leicht, Tumwater Parks Board Jerry Murphy (Committee Chair), Tumwater Planning Commission Marnie Slakey (Committee Vice Chair), Tumwater Planning Commission Karen Valenzuela, Tumwater City Council Michael Van Gelder, State of Washington - Department of General Administration Glen Wells, Vine Street Group Alex Young, Citizen

Tumwater Town Center Street Design Plan Page 1

[142] Washington State Archives & Library Predesign TUMWATER TOWN CENTER STREET DESIGN Draft Plan

Contents

Contents ...... 2

Executive Summary ...... 3

Background and Purpose ...... 7 Background...... 7 Goal and Objectives...... 10 Planning Process ...... 13

Plan Concept...... 15 Plan Rationale ...... 15 Applicability of Plan Recommendations ...... 19 Street Character...... 20

Plan Elements ...... 23 Town Center Shared Streetscape Elements ...... 24 Main Street – MS1...... 26 Main Street – MS2...... 28 Main Street – MS3...... 32 Main Street – MS4...... 34 Green Street – GS1, GS2, GS3, GS4...... 36 Connector Street with Parking – CS1, CS2, CS3 ...... 38 Connector Street – CS4, CS5, CS6, CS7, CS8, CS9 ...... 40

Appendix ...... 42 Action Strategy ...... 42

MAKERS architecture and urban design – Heffron Transportation – Worthy and Associates Page 2

Appendix [143] Executive Summary

The Tumwater Comprehensive Plan envisions a town center evolving on 190 acres bordered by Interstate 5, Tumwater Boulevard, Nicholas Street, and Israel Road. The vision for this area includes the creation of a downtown, a community gathering place, a broad mix of uses and open space to create a true town center. The town center should contain a cohesive residential neighborhood, a cultural focus, a business core, and the critical mass necessary for public transportation.

The City began an ambitious effort in the spring of 2000 to realize this vision by establishing an advisory committee consisting of citizens and property owners, tasked with preparing new development standards for the area. The committee completed the first phase of its work program in August 2001 by preparing draft zoning standards. The City Council adopted these standards into the Tumwater Zoning Code in May 2002. Building and site design standards were then prepared by the committee and subsequently adopted by the City Council in January 2003.

The committee and its consultant team kicked off the project’s third phase, developing a street design plan, at a meeting on November 7, 2002. The first open house was held on December 5. Over 50 participants attended the open house. Participants defined objectives, opportunities, challenges, and their visual preferences.

During follow-up meetings, the committee reviewed the results of the open house and discussed strategy that led to the development of three town center development alternatives. These alternatives, with Open house participants discuss examples of streetscape cross-sections and renderings, alternative concepts for the town center. were presented to the public at a second open house on March 6, 2003, at which over 60 participants evaluated the options.

The committee and consultant team then prepared a preferred alternative combining selected features of the original three alternatives. A third open house was held on June 5, 2003 to present the preferred alternative to the public. The advisory committee considered public input to refine the plan at a follow-up meeting prior to forwarding the Tumwater Town Center Street Design Plan to the Tumwater Planning Commission for review.

Land Use Development Concept The street network must encourage and support the development pattern desired by the community. Building on its earlier work, the committee identified preferred uses and development character in the town center. These uses are identified in the illustrations below. The committee determined that the best area to foster retail activities is in the south where visibility from Tumwater Boulevard is an important asset. Mixed retail, office and residential development will bring life and activity to the town center and will be most feasible along New

Tumwater Town Center Street Design Plan Page 3

[144] Washington State Archives & Library Predesign Market Street (“Main Street”) stretching between the envisioned retail in the south and the civic center in the north. Residential uses will be most appropriate in the western sector, away from the airport, while office uses are already planned for much of the area east of New Market Street.

Tumwater Town Center Land Use Development Concept

MAKERS architecture and urban design – Heffron Transportation – Worthy and Associates Page 4

Appendix [145] Visualization of the Tumwater Town Center illustrating desired development oriented to proposed streets. Note that this is not a master plan and the types of development on specific parcels will likely diverge from this illustration.

Street Development Concept

The street design plan concept described below is designed to support the land use development concept. Its principle elements include:

ƒ Main Street The main street (New Market Street) will form the town center’s activity spine, linking public facilities at the north to mixed-use and retail business at the south. It is envisioned as a traditional main street, with curbside parking and small retail on the first floor of zero- setback mixed-use buildings. In order to attract businesses and customers along this corridor and to interface with fast-paced Tumwater Boulevard, the southern part of the town center should develop as larger retail stores, with excellent visibility and access from Tumwater Boulevard. New Market Street will provide an excellent pedestrian environment with extended sidewalks (curb bulbs) at intersections and mid-block crosswalks. Small-scale street trees, street furniture, landscaping and accent paving will enhance the pedestrian experience.

Tumwater Town Center Street Design Plan Page 5

[146] Washington State Archives & Library Predesign ƒ East/West Green Streets The east/west green corridors (72nd and 73rd Avenues) will be the opposite of the main street in character. The wide right-of-way (ROW) will be mainly dedicated to landscaping and pedestrian and bicycle traffic. The corridors will provide the residences and offices with an attractive setting and connect them to the highly active main street. With heavy, informal landscaping, these corridors will provide a more peaceful promenade environment, a unique feature in a town center of this size.

ƒ Connector Streets Connector streets that provide convenient access and, in some cases, on-street parking complete the proposed street grid. In terms of design character, these streets serve to unify the town center with uniform street trees and paving.

ƒ Gateways Gateways are recommended at the intersections of Israel Road/Capitol Boulevard, Israel Road/New Market Street, New Market Street/Tumwater Boulevard, Tumwater Boulevard/Linderson Way, and Linderson Way/Israel Road. Gateways should reflect the traditional character of the town center’s public buildings, and the general design should be adaptable to the configurations of the different intersections.

ƒ Streetscape Elements Streetscape elements will provide both continuity and variety. Traditional-styled street lights, colored crosswalk pavements, concrete sidewalks, and standardized street furniture finished in Tumwater’s signature dark green color will be the unifying elements. To provide variety, the main street will feature special accent pavements, small-scale street trees, raised planters, banners and trellises. Contrasting informal landscaping and gently curving sidewalks will give the green streets a more campus-like character.

Implementation The plan’s recommendations are comprehensive in nature and encompass a 20-year horizon, including both short- and long-term actions.

Extending New Market Street would be an excellent initial action, as it would immediately facilitate circulation, provide diverse settings for new development, and “set the tone” for future work.

Completing the proposed town center street network is an ambitious effort. Besides the considerable construction costs, securing right-of-way and integrating roadways with private development will be challenging. But, building a new town center, basically from scratch, also provides the City with a unique opportunity to determine its own future.

MAKERS architecture and urban design – Heffron Transportation – Worthy and Associates Page 6

Appendix [147] 10.13 Topographic Survey

[148] Washington State Archives & Library Predesign DF AWM 1 2180169.51 JUNE 7, 2018 BARNEY MANSAVAGE SEATTLE, WA 98101-2087 110 UNION STREET, SUITE 300 PRELIMINARY SRG PARTNERSHIP, INC. SHEET 3 SHEET 2 100 FEET 50 N 1" = 50 FEET GRAPHIC SCALE 25 0 VERTICAL DATUM BASIS OF BEARING UTILITY NOTES SURVEYOR'S CERTIFICATE EQUIPMENT USED RELIANCE NOTE LEGAL DESCRIPTION WASHINGTON STATE LIBRARY AND ARCHIVES BUILDING PRE-DESIGN SUPPLEMENT

Appendix [149]

10.14 Hydrogeology Report

August 1, 2018

Bernard Mansavage SRG PARTNERSHIP INC 110 Union Street, Suite 300 Seattle, WA 98101

Re: Design Groundwater Elevation at Proposed State Archives and Library

Dear Bernard,

PGG was retained by SRG Partnership Inc. to review some of the design bases for storm- water infiltration at the possible future site of the State Archives and Library Building in Tumwater.

The site is the former Texaco Bulk Storage facility at the corner of Tumwater Blvd and Linderson Way SW, in Tumwater. Texaco measured depth to water in on-site well MW- 1 in the springs of 1997 and 1999 – the times of maximum groundwater elevation. The maximum recorded groundwater elevation in MW-1 was 184.86 ft NGVD29. PGG has used that measurement in regional analyses of maximum groundwater elevation – and we recommend it be used for this project as well. We do not think that a winter water level study is necessary because it will not provide a more reliable estimate of maximum groundwater elevation.

Comments were also provided to Landau Associates on their June 14, 2018 Geotechnical Feasibility Study memo (via email June 20, 2018). We support performing in-situ infil- tration tests as the basis for final design of stormwater infiltration features, as proposed by Landau.

Sincerely,

Charles Ellingson, LHG Principal Hydrogeologist

P 206.329.0141 F 206.329.6968 | 2377 Eastlake Avenue East | Seattle, Washington 98102 | www.pgwg.com Water Resource & Environmental Consulting

[150] Washington State Archives & Library Predesign

August 1, 2018

Bernard Mansavage SRG PARTNERSHIP INC 110 Union Street, Suite 300 Seattle, WA 98101

Re: Design Groundwater Elevation at Proposed State Archives and Library

Dear Bernard,

PGG was retained by SRG Partnership Inc. to review some of the design bases for storm- water infiltration at the possible future site of the State Archives and Library Building in Tumwater.

The site is the former Texaco Bulk Storage facility at the corner of Tumwater Blvd and Linderson Way SW, in Tumwater. Texaco measured depth to water in on-site well MW- 1 in the springs of 1997 and 1999 – the times of maximum groundwater elevation. The maximum recorded groundwater elevation in MW-1 was 184.86 ft NGVD29. PGG has used that measurement in regional analyses of maximum groundwater elevation – and we recommend it be used for this project as well. We do not think that a winter water level study is necessary because it will not provide a more reliable estimate of maximum groundwater elevation.

Comments were also provided to Landau Associates on their June 14, 2018 Geotechnical Feasibility Study memo (via email June 20, 2018). We support performing in-situ infil- tration tests as the basis for final design of stormwater infiltration features, as proposed by Landau.

Sincerely,

Charles Ellingson, LHG Principal Hydrogeologist

P 206.329.0141 F 206.329.6968 | 2377 Eastlake Avenue East | Seattle, Washington 98102 | www.pgwg.com Water Resource & Environmental Consulting

Appendix [151] 10.15 Geotechnical Feasibility Study

[152] Washington State Archives & Library Predesign Technical Memorandum

TO: Bernard A. Mansavage, SRG Partnership, Inc. FROM: Benjamin Ford, PE, and Calvin McCaughan, PE DATE: June 14, 2018 RE: Geotechnical Feasibility Study Washington State Library and Archives Predesign Site 3 Planning Study Tumwater, Washington Project No. 1754001.010.011 Introduction This technical memorandum summarizes the results of a geotechnical feasibility study completed by Landau Associates, Inc. (LAI) to support predesign of the proposed Washington State Library and Archives building to be located at the northeast corner of Linderson Way SW and Tumwater Boulevard SW in Tumwater, Washington (Port of Olympia Site 3; site). Geotechnical services have been provided in accordance with the scope outlined in the Subcontract Agreement for Geotechnical Engineering Services between SRG Partnership, Inc. (SRG) and LAI, authorized May 16, 2018.

Figure 1 shows the general project location, and Figure 2 shows pertinent site features and the approximate locations of the explorations completed for this study.

Project Understanding We understand that the proposed development includes construction of an approximately 170,000-square-foot, two-story concrete and/or steel-frame structure with office and archival/library space. Heavy floor loads are anticipated in archival storage areas. Additional improvements will include paved parking/drive lanes, underground utilities, and stormwater management facilities. The library and archives building and central stormwater facility will occupy the developed/cleared western portion of the site, with paved parking extending to the wooded eastern portion.

The site is located in a known high-groundwater hazard area, and separation between the seasonal high groundwater elevation and the base of infiltration facilities and occupied spaces will be required. To provide separation between groundwater and structures, the design team proposes using import structural fill to raise site grades approximately 6 feet (ft). LAI has worked with the design team to evaluate several alternative foundation configurations. At the time of this writing, the preferred configuration is shallow foundations bearing on the import fill pad (Option 3 in predesign documents).

955 Malin Lane SW, Suite B • Tumwater, Washington 98501 • (360) 791-3178

Appendix [153]

Surface Conditions

Mapped Surface Geology Geologic Map of the Maytown 7.5-minute Quadrangle, Thurston County, Washington in LAI’s explorations are consistent with the mapped geology for the site.

Subsurface Conditions

 Fill:  Recessional Outwash:

[154] Washington State Archives & Library Predesign Landa Associates

 Advance Outwash: sered eneath the recessional otwash in orings throgh adance otwash consisted of sand with silt and arying grael content or sandy grael. his soil nit was osered in a wet dense to ery dense condition. orings throgh terminated in this nit.

Although not observed in LAI’s explorations, coles and olders are often fond in high energy otwash sands and may e present throghot the site.

Groundwater Conditions During LAI’s May 2018 explorations, groundwater was encountered between 7.5 and 12. ft gs. ale proides a smmary of depthtogrondwater at the time of drilling. eginning at aot ft gs soil heae was experienced dring drilling and may indicate an nderlying pressried aifer.

Table 1. Groundwater Depths

Depth to Exploration Groundwater Date (ft bgs)

.

.

.

A .

A .

A .

A .

A .

gs elow grond srface ft feet

he grondwater conditions reported in ale and on the smmary exploration logs are for the specific locations and date indicated and may not e indicatie of other locations andor times. rondwater conditions will ary depending on local ssrface conditions the season and other factors.

Seismic Hazards he site is located in the seismically actie acific orthwest and cold e sect to seismic related ground shaking. Based on LAI’s subsurface explorations, the site classifies as seismic Site

eotechnical easiility tdy ashington tate Lirary and Archies redesign ne

Appendix [155] Landau Associates

lass D. able 2 summaries seismic design parameters in accordance with the recommendations of the 2015 International Building ode i.e., a 2,75year return period earthuake I 201.

Table 2. Seismic Design Parameters

Site Class M PGA (g) Ss (g) S1 (g) Fa Fv FPGA D 8. 0.500 1.05 0.50 1.0 1.5 1.0

a, v acceleration 0.2second period and velocity 0.1second period site coefficients, respectively

A peak ground acceleration coefficient g acceleration of gravity M design earthuake moment magnitude A peak ground acceleration

Ss, S1 0.2second and 1.0second period spectral accelerations, respectively

Liquefaction and Seismic Settlement Potential Liuefaction is a potentially haardous phenomenon that often accompanies seismic ground motion. he shear strength of liuefiable soil is reduced during large andor longduration earthuakes as the soil consistency approaches that of a semisolid slurry, which can result in significant and widespread structural damage if not properly mitigated. Deposits of loose, granular soil below the water table are most susceptible to liuefaction, although nonplastic and lowplasticity silts and clays are also susceptible.

he Liquefaction Susceptibility Map of Thurston County, Washington almer 200 indicates the site has a low to moderate liuefaction susceptibility. eotechnical data from explorations completed on site were analyed to estimate the factor of safety against liuefaction occurring at the site. he potential for liuefaction and seismicinduced settlement of granular soils was assessed using the software program Sli ramer 2008 and the methods presented by okimatsu and Seed 187.

LAI’s analysis indicates that seismic settlement may range from 2 to 4 inches during a designlevel earthuake. his includes liuefactioninduced settlement and seismic compression settlement of unsaturated soils. Differential settlement of up to 2 inches over 50 ft may occur. Based on the topography of the site and the surrounding area, there is a low risk for lateral spreading at the site.

Conclusions Based on the conditions observed in our explorations and the results of our preliminary engineering analysis, construction of the proposed development is feasible, provided the seismic settlement risks presented above are incorporated into the structural design.

eotechnical easibility Study ashington State Library and Archives redesign une 1, 2018

[156] Washington State Archives & Library Predesign Landau Associates

In our eerience the maority of uildings in the umater area are suorted on shallo foundations ith fe if any recautions to mitigate seismic liuefaction oeer there hae een significant changes to geotechnical seismic design reuirements since the last maor deeloment roect in umater e recommend that rotectie measures such as tying foundation elements together ith grade eams andor structural slas are incororated into the roect design to mitigate seismicsettlement effects and allo for the use of shallo foundations he oectie of these measure is to maintain lifesafety and reent structural collase though some structural damage could occur folloing a designleel earthuae

he folloing sections roide our recommendations for foundation suort earthor and stormater infiltration rates

Foundation Support reliminary column loads inclusie of dead and lie loads hae een estimated on the order of 4 is o limit static settlement to inch or less e recommend using an alloale earing caacity of ounds er suare foot sf his alloale earing caacity assumes a minimum ft layer of ellgraded sand and grael structural fill ill e laced eneath the ase of shallo foundation elements In addition the eleated fill ad should etend a minimum distance of ft eyond all erimeter footings

ased on discussions ith agnusson lemencic Associates roect structural engineer dee foundations are not considered cost ractical or necessary for mitigating seismic settlement oeer if it ecomes eident that dee foundations are reuired oenended drien steel ie ile foundations are a feasile alternatie for foundation suort ale roides reliminary design caacities

Table 3. Driven Steel Pile Foundation Capacities

Pile Size Allowable Capacity Assumed Pile Length Wall Thickness (diameter) (kips) (ft)

2inch inch

inch 2 inch

24inch inch

ft feet

Slabs-On-Grade A modulus of ertical sugrade reaction sugrade modulus can e used to design slason grade he sugrade modulus aries ased on the dimensions of the sla and the magnitude of

eotechnical easiility tudy ashington tate Lirary and Archies redesign une 4 2

Appendix [157] Landau Associates

alied loads on the sla surface slas ith larger dimensions and loads are influenced y soils at a greater deth e recommend a sugrade modulus alue of 2 ounds er cuic inch for the design of ongrade floor slas his sugrade modulus is for a ft y ft suare late and is not the oerall modulus of a larger area Additionally the recommended sugrade modulus assumes ongrade slas are situated aoe a minimum ftthic layer of ellgraded sand and grael structural fill

Earthwork Considerations he earthor rogram for the roosed roect is eected to e consistent ith that of other umater deeloments he folloing considerations should e made hen lanning earthor for the site

 lan to stri to ft of sod and tosoil from the roosed uilding area field ortion of site  lan to stri u to ft of forest duff and tosoil from all areas that are currently ooded  ien the oorly graded nature of the nearsurface site soils e recommend roiding a ftthic layer of ellgraded sand and grael structural fill aoe natie soils for sugrades that ill e eosed for etended eriods his ill reent soil disturance and dust ollution and ill roide a suitale oring surface during construction eair of sugrades should e anticiated for areas here a structural fill oring surface is not roided on natie sugrades  nsite soils consist of fine sand similar to each sand and dry uicly hen eosed to sun and ind ortions of the onsite soils are moisture sensitie onditioning and recomacting these soils can e eensie and time consuming If the soils ill e reused as structural fill local contractors should e consulted regarding earthor costs  or costestimating uroses e hae assumed that structural fill used to construct the uilding ad ill consist of rael orro conforming to the reuirements of ection 03.14(1) of the Washington State Department of Transportation’s 2018 Standard Specifications for Road, Bridge, and Municipal Construction 2  roundater as osered eteen and 2 ft gs in our ay 2 elorations ased on these deths e anticiate that shallo underground utilities installed during the dry season tyically uly through early ctoer ill not encounter significant groundater and ill reuire at most a minimal deatering effort ie sums and ums ithin trenches onstruction during the et season tyically late ctoer through une may encounter groundater at shallo deths and reuire more sustantial deatering efforts

eotechnical easiility tudy ashington tate Lirary and Archies redesign une 4 2

[158] Washington State Archives & Library Predesign ana ssoiates

Stormwater Infiltration Feasibility The site is nerain otash san a nit e site for stormater infitration proie there is aeate separation eteen the ase of the stormater faiities an the seasona high gronater tae. aifi ronater rop i proie the seasona high gronater eeation for esign of stormater faiities.

We ompete a preiminar infitration rate assessment in aorane ith the it of Tmater’s 2018 Drainage Design and Erosion Control Manual (01 DD). We se the soi grain sie metho aoe for the Tpe soi (isa oam fine san S aesse ne 01) mappe at the site to aate the preiminar infitration rates presente in Tae 4.

atore preiminar infitration rates ere aate sing retion fators for testing0.40

geometr0.0 an pgging0.0.

Table 4. Preliminary Infiltration Rates

Applicable Depth Range For Exploration Location Preliminary (factored) Infiltration Rate Base of Infiltration Facility (ft bgs) (inches/hour) (ft bgs)

1 1.0–.0 .

1.0–.0 1.

3 1.0–.0 3.

3 .0–.0 4.0

.0–.0 3.

ote The aoe rates assme a 3ft separation to gronater. gs eo gron srfae ft feet

The reommene infitration rates sho e onsiere preiminar an not se for fina esign. ase on or onersations ith (proet ii engineer) a preiminar esign rate of .0 inhes per hor has een se for siing infitration faiities to ate. n or opinion this is an appropriate rate for siing faiities in the preesign phase of the proet. Dring fina esign e reommen performing in situ tests (i.e. piot infitration tests) ithin the footprint of the propose infitration faiities to finaie ongterm esign infitration rates. t is or opinion that in situ testing i ree the infitration faiit footprint proiing ongterm esign infitration rates greater than the rates proie in Tae 4.

Use of This Technical Memorandum This tehnia memoranm has een prepare for the esie se of S artnership n. for speifi appiation to the Washington State irar an rhies reesign proet in Tmater

eotehnia easiiit St Washington State irar an rhies reesign ne 14 01

Appendix [159] sss

s s s s another purpose is at the user’s sole risk.

Closure s s ss s sss s sss

s

References 2018 Drainage Design and Erosion Control Manual. s s s s s s s s s s s s Geologic Map of the Maytown 7.5- minute Quadrangle, Thurston County, Washington. s s ss s ss ss s ss ssssss

s s s s

[160] Washington State Archives & Library Predesign anau ssoiates

aler .. .. asino .. ilerak .. oelstra .. oler an .. ieann. . Liquefaction Susceptibility Map of Thurston County, Washington. ashinton tate epartent o atural esoures. okiatsu . an .. ee. . aluation o ettleents in ans ue to arthuake hakin. ournal o eotehnial nineerin –. . . 2018 Standard Specifications for Road, Bridge, and Municipal Construction. ashinton tate epartent o ransportation.

ttahents iure . iinit ap iure . ite an ploration lan ttahent . oil lassiiation ste an e an orin os ttahent . aorator est esults – rain ie istriutions

eotehnial easiilit tu ashinton tate irar an rhies reesin une

Appendix [161] Linwood Ave SW D es ch u te s R

i

v

e

r

C Yelm Hwy SE

a k Tumwater e p e i r t Valley o

54th Ave SW l l C Trosper Rd SW Golf Course a B v Tumwater l i v c r d e P S

W

Pioneer Park

E

S

d

v

l

B n o rs e d n e H

W S Israel Rd SW d Tumwater Blvd SE R k c o r le t i t L Tum ! wat er Blvd SW

Old High way 99 Se

Center StSW

83rd Ave SW

¦¨§ Olympia Airport

88th Ave SE

Kimmie StSW

Project ! Location Everett ! ! Seattle Spokane !Tacoma !Olympia Tumwater

Vicinity Map

[162] Washington State Archives & Library Predesign 2 Figure HA-4 HA-3 HA-2 Approximate Boring Location and Designation Approximate Hand Auger Location and Designation Proposed Parking Lot Area Site and Exploration Plan B-1 HA-6 Legend HA-1 HA-5 B-3 Washington State Library and Archives Tumwater Boulevard SW Tumwater, Washington Source: Google Earth Pro, 2018 B-2 200 HA-1 Proposed Building Area Proposed Stormwater Infiltration Pond 100 | 6/7/2018 10:15 AM Scale in Feet B-1

0 Linderson Way SW Way Linderson Approximate Site Limits Y:\CAD\1754\001.010\1754001.010_BM.dwg Landau Associates |

Appendix [163]

ATTACHMENT 1

Soil Classification System and Key and Boring Logs

[164] Washington State Archives & Library Predesign Soil Classification System USCS MAJOR GRAPHIC LETTER TYPICAL DIVISIONS SYMBOL SYMBOL(1) DESCRIPTIONS (2)(3) GRAVEL AND CLEAN GRAVEL GW Well-graded gravel; gravel/sand mixture(s); little or no fines GRAVELLY SOIL (Little or no fines) GP Poorly graded gravel; gravel/sand mixture(s); little or no fines (More than 50% of GRAVEL WITH FINES GM Silty gravel; gravel/sand/silt mixture(s) coarse fraction retained (Appreciable amount of on No. 4 sieve) fines) GC Clayey gravel; gravel/sand/clay mixture(s) SAND AND CLEAN SAND SW Well-graded sand; gravelly sand; little or no fines SANDY SOIL (Little or no fines) SP Poorly graded sand; gravelly sand; little or no fines (More than 50% of SAND WITH FINES Silty sand; sand/silt mixture(s) coarse fraction passed SM (More than 50% of material is material of 50% than (More (Appreciable amount of larger than No. 200 sieve size) sieve 200 No. than larger COARSE-GRAINED SOIL through No. 4 sieve) fines) SC Clayey sand; sand/clay mixture(s) Inorganic silt and very fine sand; rock flour; silty or clayey fine SILT AND CLAY ML sand or clayey silt with slight plasticity Inorganic clay of low to medium plasticity; gravelly clay; sandy CL clay; silty clay; lean clay (Liquid limit less than 50) OL Organic silt; organic, silty clay of low plasticity Inorganic silt; micaceous or diatomaceous fine sand SILT AND CLAY MH Inorganic clay of high plasticity; fat clay

(More than 50% of 50% than (More CH No. 200 sieve size) sieve 200 No. (Liquid limit greater than 50) material is smaller than smaller is material

FINE-GRAINED SOIL OH Organic clay of medium to high plasticity; organic silt HIGHLY ORGANIC SOIL PT Peat; humus; swamp soil with high organic content

GRAPHIC LETTER OTHER MATERIALS SYMBOL SYMBOL TYPICAL DESCRIPTIONS PAVEMENT AC or PC Asphalt concrete pavement or Portland cement pavement ROCK RK Rock (See Rock Classification) WOOD WD Wood, lumber, wood chips DEBRIS DB Construction debris, garbage Notes: 1. USCS letter symbols correspond to symbols used by the Unified Soil Classification System and ASTM classification methods. Dual letter symbols (e.g., SP-SM for sand or gravel) indicate soil with an estimated 5-15% fines. Multiple letter symbols (e.g., ML/CL) indicate borderline or multiple soil classifications. 2. Soil descriptions are based on the general approach presented in the Standard Practice for Description and Identification of Soils (Visual-Manual Procedure), outlined in ASTM D 2488. Where laboratory index testing has been conducted, soil classifications are based on the Standard Test Method for Classification of Soils for Engineering Purposes, as outlined in ASTM D 2487. 3. Soil description terminology is based on visual estimates (in the absence of laboratory test data) of the percentages of each soil type and is defined as follows: Primary Constituent: > 50% - "GRAVEL," "SAND," "SILT," "CLAY," etc. Secondary Constituents: > 30% and <_ 50% - "very gravelly," "very sandy," "very silty," etc. > 15% and <_ 30% - "gravelly," "sandy," "silty," etc. Additional Constituents: > 5% and <_ 15% - "with gravel," "with sand," "with silt," etc. <_ 5% - "with trace gravel," "with trace sand," "with trace silt," etc., or not noted. 4. Soil density or consistency descriptions are based on judgement using a combination of sampler penetration blow counts, drilling or excavating conditions, field tests, and laboratory tests, as appropriate. Drilling and Sampling Key Field and Lab Test Data SAMPLER TYPE SAMPLE NUMBER & INTERVAL Code Description Code Description a 3.25-inch O.D., 2.42-inch I.D. Split Spoon PP = 1.0 Pocket Penetrometer, tsf b 2.00-inch O.D., 1.50-inch I.D. Split Spoon Sample Identification Number TV = 0.5 Torvane, tsf c Shelby Tube PID = 100 Photoionization Detector VOC screening, ppm d Grab Sample Recovery Depth Interval W = 10 Moisture Content, % e Single-Tube Core Barrel D = 120 Dry Density, pcf 1 Sample Depth Interval f Double-Tube Core Barrel -200 = 60 Material smaller than No. 200 sieve, % g 2.50-inch O.D., 2.00-inch I.D. WSDOT Portion of Sample Retained GS Grain Size - See separate figure for data h 3.00-inch O.D., 2.375-inch I.D. Mod. California for Archive or Analysis AL Atterberg Limits - See separate figure for data i Other - See text if applicable GT Other Geotechnical Testing 1 300-lb Hammer, 30-inch Drop CA Chemical Analysis 2 140-lb Hammer, 30-inch Drop 3 Pushed Groundwater 4 Vibrocore (Rotosonic/Geoprobe) Approximate water level at time of drilling (ATD) 5 Other - See text if applicable Approximate water level at time other than ATD

Washington State Figure Library and Archives Soil Classification System and Key Tumwater, Washington 1-1

Appendix [165] B-1 LAI Project No: 1754001.010 Moisture Content (%) SAMPLE DATA SOIL PROFILE Plastic Liquid Limit Limit 20 40 60 80 Drilling Method: Hollow-Stem Auger SPT N-Value Non-Standard N-Value Ground Elevation (ft): Not measured 20 40 60 80 Fines Content (%) Logged By: DAR Date: 05/25/18 Depth (ft) (ft) Elevation Number Sample Interval & Type Sampler Blows/Foot Test Data Symbol Graphic USCSSymbol Groundwater 20 40 60 80 0 SM Grass/sod over 4 inches of topsoil (loose, SP- moist) SM (TOPSOIL) Brownish-gray, fine to coarse SAND with silt (medium dense, moist) S-1 b2 17 (FILL) SM Reddish-brown, silty, fine SAND (loose, 5 moist) W = 18 S-2 b2 5 (RECESSIONAL OUTWASH) GS

S-3 b2 6 ft ATD 9.0

SP Gray, fine to medium SAND (loose, wet) 10 S-4 b2 8

15 -Grades to medium dense S-5 b2 19

20 W = 26 -Began to experience 1 to 3 feet of heave S-6 b2 18 GS for remaining depth of boring

25 S-7 b2 21

30 S-8 b2 15

35 Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJ LOG WITH GRAPH SOIL BORING

Washington State Figure Library and Archives Log of Boring B-1 1-2 Tumwater, Washington (1 of 2)

[166] Washington State Archives & Library Predesign B-1 LAI Project No: 1754001.010 Moisture Content (%) SAMPLE DATA SOIL PROFILE Plastic Liquid Limit Limit 20 40 60 80 Drilling Method: Hollow-Stem Auger SPT N-Value Non-Standard N-Value Ground Elevation (ft): Not measured 20 40 60 80 Fines Content (%) Logged By: DAR Date: 05/25/18 Depth (ft) (ft) Elevation Number Sample Interval & Type Sampler Blows/Foot Test Data Symbol Graphic USCSSymbol Groundwater 20 40 60 80 35 SP Gray, fine to coarse SAND with gravel S-9 b2 28 (medium dense, wet)

SP- Gray, fine to coarse SAND with gravel and 40 SM silt (dense, wet) (ADVANCE OUTWASH) S-10 b2 45

50/ 50/ 45 S-11 b2 5" 5" -Grades to very dense

50/ 50/ 50 S-12 b2 4" 4"

50/ 55 50/ S-13 b2 2" 2"

50/ 60 50/ S-14 b2 1" 1"

50/ 65 50/ S-15 b2 4" 4"

Boring Completed 05/25/18 Total Depth of Boring = 66.5 ft.

70 Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJ LOG WITH GRAPH SOIL BORING

Washington State Figure Library and Archives Log of Boring B-1 1-2 Tumwater, Washington (2 of 2)

Appendix [167] B-2 LAI Project No: 1754001.010 Moisture Content (%) SAMPLE DATA SOIL PROFILE Plastic Liquid Limit Limit 20 40 60 80 Drilling Method: Hollow-Stem Auger SPT N-Value Non-Standard N-Value Ground Elevation (ft): Not measured 20 40 60 80 Fines Content (%) Logged By: DAR Date: 05/25/18 Depth (ft) (ft) Elevation Number Sample Interval & Type Sampler Blows/Foot Test Data Symbol Graphic USCSSymbol Groundwater 20 40 60 80 0 SM Grass/sod over 5 inches of topsoil (loose, SM moist) (TOPSOIL) Reddish-brown, silty, fine SAND (loose, moist) S-1 b2 5 (RECESSIONAL OUTWASH)

5 W = 19 S-2 b2 8 GS

-Grades to medium dense S-3 b2 11

10 W = 29 S-4 b2 11

GS ft ATD 12.0

15 W = 29 -Grades to fine to medium S-5 b2 19 GS

SP- Gray, gravelly, fine to coarse SAND with silt SM (medium dense, wet)

20 -Began to experience 1 to 1.5 feet of heave S-6 b2 27 for remaining depth of boring

25 W = 20 -Grades to with gravel S-7 b2 20 GS

30 -Grades to gravelly and dense S-8 b2 39

GP Brown, sandy, fine to coarse GRAVEL (very dense, wet) (ADVANCE OUTWASH)

35 50/ Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJ LOG WITH GRAPH SOIL BORING

Washington State Figure Library and Archives Log of Boring B-2 1-3 Tumwater, Washington (1 of 2)

[168] Washington State Archives & Library Predesign B-2 LAI Project No: 1754001.010 Moisture Content (%) SAMPLE DATA SOIL PROFILE Plastic Liquid Limit Limit 20 40 60 80 Drilling Method: Hollow-Stem Auger SPT N-Value Non-Standard N-Value Ground Elevation (ft): Not measured 20 40 60 80 Fines Content (%) Logged By: DAR Date: 05/25/18 Depth (ft) (ft) Elevation Number Sample Interval & Type Sampler Blows/Foot Test Data Symbol Graphic USCSSymbol Groundwater 20 40 60 80 35 50/ 2" S-9 b2 GP Brown, sandy, fine to coarse GRAVEL (very 2" dense, wet) (ADVANCE OUTWASH)

SP- Gray, gravelly, fine to coarse SAND with silt SM (very dense, wet)

50/ 40 50/ S-10 b2 3" 3"

50/ 45 50/ S-11 b2 5" 5"

Boring Completed 05/25/18 Total Depth of Boring = 46.5 ft.

50

55

60

65

70 Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJ LOG WITH GRAPH SOIL BORING

Washington State Figure Library and Archives Log of Boring B-2 1-3 Tumwater, Washington (2 of 2)

Appendix [169] B-3 LAI Project No: 1754001.010 Moisture Content (%) SAMPLE DATA SOIL PROFILE Plastic Liquid Limit Limit 20 40 60 80 Drilling Method: Hollow-Stem Auger SPT N-Value Non-Standard N-Value Ground Elevation (ft): Not measured 20 40 60 80 Fines Content (%) Logged By: DAR Date: 05/25/18 Depth (ft) (ft) Elevation Number Sample Interval & Type Sampler Blows/Foot Test Data Symbol Graphic USCSSymbol Groundwater 20 40 60 80 0 SM Grass/sod over 7 inches of soil (loose, SP- moist) SM (TOPSOIL) Brown, gravelly, fine to coarse SAND with silt (medium dense, moist) S-1 b2 23 (FILL)

5 W = 9 -Grades to with gravel S-2 b2 19 GS SP- Brown, fine SAND with silt (medium dense, SM moist) (RECESSIONAL OUTWASH) W = 29 S-3 b2 17 GS 10.0 ft ATD 10.0

10 -Grades to fine to medium SAND, with S-4 b2 12 gravel, and wet

15 W = 24 S-5 b2 14 GS

GP Gray, fine to coarse GRAVEL with sand 20 (dense, wet) S-6 b2 32

25 -Grades to medium dense S-7 b2 17 -Began to experience 1 to 1.5 feet of heave for remaining depth of boring.

SP Gray, gravelly, fine to coarse SAND (medium dense, wet)

30 W = 17 S-8 b2 29 GS

GP Gray, sandy, fine to coarse GRAVEL (very dense, wet) (ADVANCE OUTWASH)

35 Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJ LOG WITH GRAPH SOIL BORING

Washington State Figure Library and Archives Log of Boring B-3 1-4 Tumwater, Washington (1 of 2)

[170] Washington State Archives & Library Predesign B-3 LAI Project No: 1754001.010 Moisture Content (%) SAMPLE DATA SOIL PROFILE Plastic Liquid Limit Limit 20 40 60 80 Drilling Method: Hollow-Stem Auger SPT N-Value Non-Standard N-Value Ground Elevation (ft): Not measured 20 40 60 80 Fines Content (%) Logged By: DAR Date: 05/25/18 Depth (ft) (ft) Elevation Number Sample Interval & Type Sampler Blows/Foot Test Data Symbol Graphic USCSSymbol Groundwater 20 40 60 80 35 GP Gray, sandy, fine to coarse GRAVEL (very S-9 b2 65 dense, wet) (ADVANCE OUTWASH)

40 50/ 50/ S-10 b2 5" 5"

50/ 45 50/ S-11 b2 6" 6"

50/ 50 50/ S-12 b2 6" 6"

Boring Completed 05/25/18 Total Depth of Boring = 51.5 ft.

55

60

65

70 Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJ LOG WITH GRAPH SOIL BORING

Washington State Figure Library and Archives Log of Boring B-3 1-4 Tumwater, Washington (2 of 2)

Appendix [171] HA-1

SAMPLE DATA SOIL PROFILE GROUNDWATER

Excavation Method: Hand Auger Ground Elevation (ft): Not Measured

Logged By: BJM/JJL Depth (ft) Depth (ft) Elevation Number Sample Interval & Type Sampler Test Data Symbol Graphic USCSSymbol 0 S-1 d SM Grass/sod over 6 inches of topsoil SP- (TOPSOIL) Groundwater not encountered. SM 2 Test Pit Completed 05/25/18 Brown, gravelly, fine to coarse SAND with Total Depth of Test Pit = 1.5 ft. organic (roots) (medium dense, moist) (FILL) 4 -Boring terminated due to refusal on gravel

6

8

10

12

14

HA-2

SAMPLE DATA SOIL PROFILE GROUNDWATER

Excavation Method: Hand Auger Ground Elevation (ft): Not Measured

Logged By: BJM/JJL Depth (ft) Depth (ft) Elevation Number Sample Interval & Type Sampler Test Data Symbol Graphic USCSSymbol 0 SM Forest duff and organics S-1 d SM (FOREST DUFF) 2 SP- SM Dark brown, silty, fine SAND with organics (roots) (very loose, moist) (TOPSOIL) 4 S-2 d Brown, fine SAND with silt and trace organics (loose, moist) 6 (RECESSIONAL OUTWASH) ATD S-3 d -Grades to light brown, without trace organics, and medium dense 8 S-4 d -Grades to mottled, grayish-brown, and fine to SM medium 10 Test Pit Completed 05/25/18 Total Depth of Test Pit = 9.3 ft. -Grades to wet Mottled, gray, silty, fine to medium SAND 12 (medium dense, wet) -Boring terminated due to borehole collapse 14

Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJLOG PIT TEST

Washington State Figure Library and Archives Log of Test Pits Tumwater, Washington 1-5

[172] Washington State Archives & Library Predesign HA-3

SAMPLE DATA SOIL PROFILE GROUNDWATER

Excavation Method: Hand Auger Ground Elevation (ft): Not Measured

Logged By: BJM/JJL Depth (ft) Depth (ft) Elevation Number Sample Interval & Type Sampler Test Data Symbol Graphic USCSSymbol 0 Forest duff and organics SM (FOREST DUFF) S-1 d SP- 2 Dark brown, silty, fine SAND with organics SM W = 13 (roots) (very loose, moist) S-2 d GS (TOPSOIL) 4 Brown, fine SAND with silt and trace organics (loose, moist) 6 (RECESSIONAL OUTWASH) S-3 d -Grades to light brown, without trace organics, and medium dense 8 S-4 d -Grades to mottled, gray, and fine to medium ATD -Grades to gray 10 Test Pit Completed 05/25/18 Total Depth of Test Pit = 9.5 ft. -Grades to wet

12 -Boring terminated due to borehole collapse

14

HA-4

SAMPLE DATA SOIL PROFILE GROUNDWATER

Excavation Method: Hand Auger Ground Elevation (ft): Not Measured

Logged By: BJM/JJL Depth (ft) Depth (ft) Elevation Number Sample Interval & Type Sampler Test Data Symbol Graphic USCSSymbol 0 Forest duff and organics SM (FOREST DUFF) SP- 2 Dark brown, silty, fine SAND with organics S-1 d SM (roots) (very loose, moist) (TOPSOIL) 4 S-2 d Brown, fine SAND with silt and trace organics (roots) (loose, moist) 6 (RECESSIONAL OUTWASH) -Grades to light brown, medium dense, and S-3 d without trace organics 8 -Grades to mottled, gray, and fine to coarse ATD -Grades to wet 10 Test Pit Completed 05/25/18 Total Depth of Test Pit = 9.4 ft. -Boring terminated due to borehole collapse

12

14

Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJLOG PIT TEST

Washington State Figure Library and Archives Log of Test Pits Tumwater, Washington 1-6

Appendix [173] HA-5

SAMPLE DATA SOIL PROFILE GROUNDWATER

Excavation Method: Hand Auger Ground Elevation (ft): Not Measured

Logged By: BJM/JJL Depth (ft) Depth (ft) Elevation Number Sample Interval & Type Sampler Test Data Symbol Graphic USCSSymbol 0 Forest duff and organics SM (FOREST DUFF) SP- W = 14 2 S-1 d SM Dark brown, silty, fine SAND with organics GS (roots) (very loose, moist) S-2 d (TOPSOIL) 4 Brown, fine SAND with silt and trace organics (loose, moist) 6 (RECESSIONAL OUTWASH) S-3 d -Grades to light brown, without trace organics, and medium dense ATD 8 -Grades to grayish brown Test Pit Completed 05/25/18 Total Depth of Test Pit = 8.5 ft. -Boring terminated due to borehole collapse 10

12

14

HA-6

SAMPLE DATA SOIL PROFILE GROUNDWATER

Excavation Method: Hand Auger Ground Elevation (ft): Not Measured

Logged By: BJM/JJL Depth (ft) Depth (ft) Elevation Number Sample Interval & Type Sampler Test Data Symbol Graphic USCSSymbol 0 Forest duff and organics (very loose, moist) (FOREST DUFF) SP- 2 Brown, fine to medium SAND with silt and trace S-1 d SM organics (loose, moist) S-2 d (RECESSIONAL OUTWASH) 4 -Grades to light brown, without trace organics, and medium dense 6 -Grades to mottled

8 S-3 d -Grades to grayish-brown and fine to medium

ATD -Grades to wet 10 Test Pit Completed 05/25/18 -Boring terminated due to borehole collapse Total Depth of Test Pit = 10.0 ft. 12

14

Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJLOG PIT TEST

Washington State Figure Library and Archives Log of Test Pits Tumwater, Washington 1-7

[174] Washington State Archives & Library Predesign

ATTACHMENT 2

Laboratory Test Results – Grain Size Distributions

Appendix [175] Figure 2-1 0.001 SP SM SM SM SM Unified Soil Unified Classification 0.01 Hydrometer Silt or Clay or Silt Grain Size Distribution Size Grain 200 0.1 140 100 Fine Soil Description Soil 60 50 40 30 Sand 20 1 16 Medium 14 U.S. Sieve Numbers Sieve U.S. WashingtonState Library and Archivesand Library Grain Size in Millimeters in Size Grain Tumwater,Washington 10 8 Silty, fine SAND medium to Fine SAND Silty, fine SAND Silty, fine SAND Silty,to fine medium SAND 6 Coarse 4 3 18 26 19 29 29 Natural 3/8 10 Fine Moisture (%) Moisture 1/2 3/4 (ft) 5.0 5.0 20.0 10.0 15.0 Depth 1 Gravel 1.5 Coarse 2 S-2 S-6 S-2 S-4 S-5 Sample Number 3 4 100 6 B-1 B-1 B-2 B-2 B-2 U.S. Sieve Opening in Inches in Opening Sieve U.S. Number Exploration Cobbles Symbol 0 90 80 70 60 50 40 30 20 10

100 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJ GRAIN SIZE FIGURE SIZE GRAIN Y:\1754\001.010\T\1754001.010.GPJ 6/14/18 1754001.01 Weight by Finer Percent

[176] Washington State Archives & Library Predesign Figure 2-2 0.001 SP SP-SM SP-SM SP-SM SP-SM Unified Soil Unified Classification 0.01 Hydrometer Silt or Clay or Silt Grain Size Distribution Size Grain 200 0.1 140 100 Fine Soil Description Soil 60 50 40 30 Sand 20 1 16 Medium 14 U.S. Sieve Numbers Sieve U.S. WashingtonState Library and Archivesand Library Grain Size in Millimeters in Size Grain Tumwater,Washington 10 8 Fine to coarse SAND with gravel and silt and gravel with SAND coarse to Fine silt and gravel with SAND coarse to Fine silt with SAND Fine silt and gravel medium to Fine with SAND to fine SAND coarse Gravelly, 6 Coarse 4 3 9 20 29 24 17 Natural 3/8 10 Fine Moisture (%) Moisture 1/2 3/4 (ft) 5.0 7.5 25.0 15.0 30.0 Depth 1 Gravel 1.5 Coarse 2 S-7 S-2 S-3 S-5 S-8 Sample Number 3 4 100 6 B-2 B-3 B-3 B-3 B-3 U.S. Sieve Opening in Inches in Opening Sieve U.S. Number Exploration Cobbles Symbol 0 90 80 70 60 50 40 30 20 10

100 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJ GRAIN SIZE FIGURE SIZE GRAIN Y:\1754\001.010\T\1754001.010.GPJ 6/14/18 1754001.01 Weight by Finer Percent

Appendix [177] Figure 2-3 0.001 SP-SM SP-SM Unified Soil Unified Classification 0.01 Hydrometer Silt or Clay or Silt Grain Size Distribution Size Grain 200 0.1 140 100 Fine Soil Description Soil 60 50 40 30 Sand 20 1 16 Medium 14 U.S. Sieve Numbers Sieve U.S. WashingtonState Library and Archivesand Library Grain Size in Millimeters in Size Grain Tumwater,Washington 10 8 Fine SAND with silt with SAND Fine silt with SAND Fine 6 Coarse 4 3 13 14 Natural 3/8 10 Fine Moisture (%) Moisture 1/2 3/4 (ft) 3.0 2.0 Depth 1 Gravel 1.5 Coarse 2 S-2 S-1 Sample Number 3 4 100 6 U.S. Sieve Opening in Inches in Opening Sieve U.S. HA-3 HA-5 Number Exploration Cobbles Symbol 0 90 80 70 60 50 40 30 20 10

100 1754001.01 6/14/18 Y:\1754\001.010\T\1754001.010.GPJ GRAIN SIZE FIGURE SIZE GRAIN Y:\1754\001.010\T\1754001.010.GPJ 6/14/18 1754001.01 Weight by Finer Percent

[178] Washington State Archives & Library Predesign Appendix [179] 10.16 Department of Ecology Soils Report

[180] Washington State Archives & Library Predesign Appendix [181] [182] Washington State Archives & Library Predesign Appendix [183] [184] Washington State Archives & Library Predesign Appendix [185] [186] Washington State Archives & Library Predesign Appendix [187] [188] Washington State Archives & Library Predesign Appendix [189] [190] Washington State Archives & Library Predesign Appendix [191] [192] Washington State Archives & Library Predesign Appendix [193] [194] Washington State Archives & Library Predesign Appendix [195] [196] Washington State Archives & Library Predesign Appendix [197] 10.16 1995 Texaco Site Drainage Plan

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[200] Washington State Archives & Library Predesign 11 References THIS PAGE INTENTIONALLY LEFT BLANK.

[202] Washington State Archives & Library Predesign 11.0 References

City of Tumwater. (2013, November). Land Use Plan - City of Tumwater. Retrieved from Land Use Plan Element of the Tumwater Comprehensive Plan: http://ci.tumwater.wa.us/home/showdocument?id=3013

Department of General Administration. (1991). Master Plan for the Capitol of the State of Washington. Olympia, WA: Washington State Printer.

Department of General Administration. (2006). Master Plan for the Capitol of the State of Washington. Olympia, WA: Washington State Printer.

Design-Build Institute of America. (2015, October 7). What is Design-Build? Retrieved from DBIA Official Website: http://www. dbia.org/about/Pages/What-is-Design-Build.aspx

High-Performance Building Council . (2015, September 29). Energy Policy Act of 2005 (Public Law 109-058). Retrieved from National Institute of Building Sciences: https://www.nibs.org/?page=hpbc

Knapp, K. (2001). Strategic Directions for the Washington State Library. Olympia, WA: Washington State Institute for Public Policy.

National Institute of Building Sciences. (2008). Assessment to the US Congress and US Department of Energy on High Performance Buildings. Washington, D.C.: National institute of Building Sciences.

OFM Budget Division. (2014). Predesign Manual. Olympia, WA: State of Washington.

Pacifico, M. F., & Wilstead, T. P. (2009). Archival and Special Collection Facilities. Chicago, IL: Society of American Archivists.

Port of Olympia. (2012, November 5). Vision 2025 . Retrieved from Port of Olympia Master Plan: http://www.portolympia.com/ DocumentCenter/Home/View/545

Portland Cement Association. (2015, September 29). Green Building Ratings System. Retrieved from Portland Cement Association: http://www.concretethinker.com/solutions/LEED-Certification.aspx

SCJ Alliance Consulting Services. (2015). Tumwater Town Center Real Estate Development Master Plan. Lacey, WA: SCJ.

Smith, T. (2015). Tumwater Town Center Concept. Tumwater, WA: City of Tumwater.

SRG Partnership. (2006). Executive Office Plaza/Heritage Center. Seattle, WA: SRG.

SRG Partnership. (2010). Heritage Center-Executive Office Building Predesign Review Report. Seattle, WA: SRG.

SRG Partnership. (2012). General Administration Building Predesign Update. Seattle, WA: SRG.

Tyler, P. (2015, October 7). Benefits of Design-Build. Retrieved from Haskell Design Group: https://haskell.com/ getattachment/8ed21988-b8ec-434d-9893-7b24523b77d0/Benefits-of-Design-Build

U.S. Environmental Protection Agency. (2015, September 11). SEPA Climate Change. Retrieved from Sources of Greenhouse Gas Emissions: http://www3.epa.gov/climatechange/ghgemissions/sources.html

Wilsted, T. P. (2007). Planning New and Remodeled Facilities. Chicago, IL: Society of American Archivists.

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[204] Washington State Archives & Library Predesign