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Home My WebLink AboutCONSENT Olympic Peninsula Sign Department of Public Works O Consent Agenda Page 1 of 1 Jefferson County Board of Commissioners Agenda Request To: Board of Commissioners From: Josh Peters, County Administrator Agenda Date: July 27, 2026 Subject: Olympic Peninsula Gateway Sign Project - Public Art Plan Statement of Issue: Jefferson County requests Board approval of a Public Art Plan (PAP) for the proposed "Welcome to the Olympic Peninsula" sign at the SR 104 Hood Canal Bridge roundabout. WSDOT requires execution of this PAP as a prerequisite to execution of a subsequent WSDOT Developer Agreement. Once the PAP and Developer Agreements are executed, WSDOT will execute a Maintenance Et Operations Interlocal Agreement (MEtO ILA) with the County. Analysis/Strategic Goals/Pro's Et Con's: This PAP is prepared in accordance with the WSDOT Design Manual and is intended to provide a comprehensive overview of the project's vision, design, community support, and long-term maintenance strategy, ensuring the installation is a safe, durable, and valued community asset. The project directly supports a key objective of the 2024-2029 Olympic Peninsula Tourism Master Plan, which calls for creating a "stronger sense of arrival and welcome" at key gateways throughout the Olympic Peninsula. Fiscal Impact/Cost Benefit Analysis: The artwork has been added to Jefferson County's property insurance through the Washington Counties Risk Pool, for which there is currently a $5,000 deductible for replacement due to loss. Per the required, future WSDOT MEtO ILA, the County will also be required to accept operation, maintenance, and inspection responsibility. The Lodging Tax Advisory Committee (LTAC) has agreed to cover up to $6,500 which includes Risk Pool deductible and Public Works' operation, maintenance, and inspection costs, through an annual set aside of LTAC funding. Recommendation: Staff recommend that the Board authorize the County Administrator and Director of Public Works to sign the Public Art Plan (PAP). Reviewed By: -7 aa Jo P ers, County Administrator Date S°N r0, Judy Shepherd W f FINANCE DIRECTOR 1820 Jefferson St., Port Townsend WA 98368 -9s o (360)385-9231 jfshepherd@co.jefferson.wa.us r/1Nu !MEMO To: Josh Peters, County Administrator From: Judy Shepherd, Finance Director Date: 4/29/2026 Subject: SR 104 Monument There are concerns regarding both replacement coverage for the planned State Route 104 public artwork, to be positioned within the roundabout at the Jefferson County end of the Hood Canal Bridge in the event the monument sustains damage, as well as assignment of financial responsibility for future operation, maintenance, and inspection costs. The County's `insurance' coverage will cover the artwork for damage once construction is complete. The artwork has been added to our property insurance through the Washington Counties Risk Pool for which there is currently a $5,000 deductible for replacement due to loss. Any damages less than $5,000 will be required to be covered by the County. The County will also be required to sign an Interlocal Maintenance Agreement with WSDOT accepting operation, maintenance, and inspection responsibility, and as such perform these duties. The County is proposing that the Lodging Tax Fund cover the expense of the Risk Pool deductible, damages up to $5,000, and operation, maintenance, and inspection costs, as the artwork is a symbol marking the entrance to our beautiful Olympic Peninsula. These would not be expenses that would require an award during the annual LTAC RFP process. If there is a need to cover an expense up to $5,000, the recommended reserve would be able to accommodate the expense, and the County would appropriate budget during the County's budget appropriation process. Thank you for your consideration. Respectively submitted, March 2026 Public Art Plan Olympic Peninsula SR104 – Hood Canal Gateway Roundabout Port Ludlow, Washington Date: April, 2025 Prepared for: Washington State Department of Transportation (WSDOT) Prepared by: Olympic Peninsula Visitors Bureau (OPVB) and the Olympic Peninsula Tourism Commission, in partnership with Jefferson County, Washington Table of Contents 1. Signature Page 2. Project Overview 3. Project Proponent, Ownership, and Funding 4. Site Context and Location 5. Artistic Vision and Design Intentionality 6. Stakeholder Engagement and Community Process 7. WSDOT Chapter 950 Design Criteria Compliance 8. Maintenance, Inspection, and Lifecycle Plan 9. References 10. Appendices 1.0 Signature Page Public Art Plan Review and Approval This Public Art Plan for the Olympic Peninsula SR104 Gateway Roundabout is hereby approved. County Administrator Jefferson County, WA _____________________________________________________ ______ / _____ / _____ Josh D. Peters, AICP, County Administrator Date ______ / _____ / _____ Date Public Works Director Jefferson County, WA _____________________________________________________ Eric Kuzma Olympic Peninsula Visitors Bureau _____________________________________________________ Steve Shively, PM. OPVB/OPTC Special Projects Washington State Department of Transportation (WSDOT) Regional Administrator _____________________________________________________ ______ / _____ / _____ Steve Roark Date State Bridge and Structures Architect _____________________________________________________ ______ / _____ / _____ Matthew J. Rochon, PE AIA Date Region Landscape Architect _____________________________________________________ ______ / _____ / _____ Taylor McNeill, PLA Date Region Traffic Engineer _____________________________________________________ ______ / _____ / _____ Sarah Ott, PE Date Region Local Programs Engineer 4/3/2026 Date _____________________________________________________ ______ / _____ / _____ John Ho, PE Date Assistant State Traffic Design & Operations Manager _____________________________________________________ ______ / _____ / _____ Scott Davis, PE Date Development Services Engineer _____________________________________________________ ______ / _____ / _____ Andrew Larson, PE Date 2.0 Project Overview The Olympic Peninsula SR104 Gateway Roundabout project introduces a landmark “Welcome to the Olympic Peninsula” public art installation at a critical entry point to the region. Located at the western terminus of the Hood Canal Bridge on State Route 104, the project transforms a newly constructed roundabout into a memorable gateway that strengthens regional identity and enhances driver safety. The art installation serves as a visual anchor that calms traffic while creating a powerful sense of arrival for the nearly 6.9 million vehicles that pass through this location annually [1]. This Public Art Plan (PAP) is prepared in accordance with the Washington State Department of Transportation (WSDOT) Design Manual M22-01.23, Chapter 950, “Public Art” [2]. It is intended to provide a comprehensive overview of the project’s vision, design, community support, and long-term maintenance strategy, ensuring the installation is a safe, durable, and valued community asset. The project directly supports a key objective of the 2024-2029 Olympic Peninsula Tourism Master Plan, which calls for creating a “stronger sense of arrival and welcome” at key gateways throughout the Olympic Peninsula [3]. 3.0 Project Proponent, Ownership, and Funding This project is a multi-agency partnership, demonstrating broad regional investment in the cultural and economic vitality of the Olympic Peninsula. •Project Proponent & Owner: The Olympic Peninsula Visitors Bureau (OPVB) is the lead agency. As the official DMO (Destination Marketing Organization), representing tourism in Jefferson, Clallam, Grays Harbor and Mason Counties, and assumes all responsibility for the design, fabrication and installation. Jefferson County is owner of the artwork. The County assumes responsibility for the maintenance, and liability associated with the artwork, as to be detailed in the Interlocal Maintenance Agreement with WSDOT. • Project Management & Coordination: The Olympic Peninsula Visitors Bureau (OPVB) is managing the project, coordinating stakeholder engagement, and administering project design, fabrication and installation related funds. • Funding Sources: The project is made possible through a diverse funding coalition, including: – A $50,000 Tourism Regeneration Grant from the State of Washington Tourism (SWT) [1]. – Lodging Tax Advisory Committee (LTAC) funds from both Jefferson and Clallam Counties. – In-kind contributions, such as the installation of an electrical junction box by Jefferson County Public Works during the roundabout’s construction. • Estimated Project Cost: The total estimated cost for the artwork, including design, fabrication, and installation, is approximately $100,000. 4.0 Site Context and Location • Location: The artwork will be installed in the central island of the newly constructed roundabout at the intersection of SR 104 and Paradise Bay – Shine Road safety improvement, near Port Ludlow in Jefferson County, Washington. [6] • Milepost: 11.27 • Coordinates: 47°52'03.9"N 122°38'21.5"W • Site Description: The installation site is the 80-foot-diameter, hardscaped central island of a single-lane WSDOT roundabout. The design and placement of the artwork have been carefully planned to integrate with the roundabout’s function and landscape design, maintaining all required sight distances and safety clear zones as specified by WSDOT and the Federal Highway Administration (FHWA). 5.0 Artistic Vision and Design Intentionality The design for the Olympic Peninsula Gateway was developed by the collaborative team of sky design and CREO Industrial Arts, selected through a competitive Request for Proposal (RFP) process. Concept Statement “Our proposed gateway sign is designed as both a landmark and a gesture of welcome — rooted in the Olympic Peninsula’s natural beauty and cultural heritage. Inspired by the Olympic Peninsula Tourism Master Plan (2024-2029), the sign celebrates the traditions, stories, and environment of the region, offering visitors and residents a meaningful introduction to this extraordinary place. Emerging from the landscape, semblance of the vertical concrete form, (faux Matthews Paint - MP04929 – Amory Semi Gloss), evokes permanence and resilience. It serves as a contemporary nod to local infrastructure and bridge-building traditions, while framing a dynamic window that visually connects to the land beyond. At its center, a painted steel panel depicts native flora — in this case, the red cedar — whose silhouette allows light and shadow to play through, creating a layered and ever-changing experience. Stamped relief along the sides draws from the coastal carving traditions of indigenous communities, referencing the artistry seen in local canoes and throughout nature. Developed collaboratively with consultation of all nine federally recognized tribes of the Olympic Peninsula, tourism and government partners.” [4] Materials and Symbolism Each material was selected for its symbolic meaning, durability, and connection to the Olympic Peninsula: • Concrete: Painted aluminum cabinet represents strength, legacy, and permanence, echoing the region’s significant bridge-building traditions. • Western Red Cedar: The use of a cut steel panel depicting a cedar tree silhouette honors a keystone species of immense cultural reverence to the Coast Salish peoples, representing storytelling, craft, and resilience. • Copper: The typography paint color references a material historically valued in the region for trade and tradition, symbolizing transformation and enduring connection. Illumination The artwork will feature subtle, ground-mounted uplighting designed to wash the faces of the cabinet, highlighting the welcome message and central art piece. The lighting will be carefully specified and positioned to prevent glare, driver distraction, and light spillage, adhering to all WSDOT and FHWA standards for roadway illumination (≤150 nits). 6.0 Stakeholder Engagement and Community Process This project is founded on a robust and inclusive community engagement process, modeled after the successful approach used for the SR305 Johnson Parkway Art Plan [5]. The process was designed to ensure the final artwork reflects the diverse values and heritage of the entire Olympic Peninsula. Welcome Signage Steering Committee A representative steering committee was convened to guide the project from conception to completion. This committee includes a broad cross-section of community leaders, ensuring diverse perspectives are integrated into every stage of the project. Name Affiliation Ann Burkhart Consultant, Pomona Woods Alexis Arrabito President, Quimper Events Collective Barbara Hanna Communications Manager, City of Sequim Marsha Massey Executive Director, Olympic Peninsula Visitors Bureau Loni Greninger Vice Chairwoman, Jamestown S’Klallam Tribe Debbie Wardrop Consultant, Jamestown S’Klallam Tribe Events Renee Rux Enterprise Director, Quileute Tribe Jessica Wiersma VP Marketing, Black Ball Ferry Line Diana Smeland President, Ludlow Associates Greg Brotherton Commissioner, Dist. 3, Jefferson County BoCC Sarah Copley VP, Puget Sound Express Shelly Leavens Director of Communications, City of Port Townsend Steve Shively Project Manager, Gateway Visitor Center Andrew Larson, PE Development Services Engineer, WSDOT (Ex-Officio Liaison) Tribal Consultation Honoring the deep Indigenous heritage of the Olympic Peninsula is a core project principle. The committee includes representatives from the Jamestown S’Klallam and Quileute Tribes and has engaged in ongoing consultation with all nine federally recognized tribes on the Peninsula. Representatives of Hoh, Quileute, Makah, Quinault, Lower Elwha Klallam, Jamestown S'Klallam, Port Gamble S'Klallam, Skokomish, and Squaxin Island provided inspirational dialogue around the Klallam language phrase “ʔənʔá č’ə́yəxw” (You Are Welcome Here) and design motifs inspired by many of the nine tribes carving traditions all aided design considerations that are directly represented in outcomes of this collaborative process. Ultimately, the cedar tree and the “Enjoy and Respect Our Homelands,” and “Until Our Paths Cross again” elements were endorsed by all consultation participants. Community Assessment and Planning The project originated from a data-driven community planning effort. The 2024-2029 Olympic Peninsula Tourism Master Plan, which involved extensive input from community members, businesses, and government and tribal partners, identified the need for enhanced gateway experiences, essential to visitors arriving on, and traveling around the Olympic Peninsula. This project directly implements that recommendation, transforming a strategic priority into a physical landmark. [3] 7.0 WSDOT Chapter 950 Design Criteria Compliance This Public Art Plan is designed to meet all requirements of WSDOT Design Manual Chapter 950. The following sections document the project’s compliance with the specific criteria outlined in Section 950.04. • Acceptable Public Art Features (950.04(1)): The project consists of an appropriately-scaled sculpture, concrete foundation and hardscape surface treatments, which are listed as acceptable features. The design is fully compliant with all corridor guidelines. • Unacceptable Public Art Features (950.04(2)): The artwork explicitly avoids all unacceptable features: – It is a static sculpture with no kinetic elements. – Lighting is subtle and designed to prevent glare, flashing, or driver distraction. Illumination engineered at ≤150 nits. – The design has undergone engineering review to ensure it poses no safety risk. – It is appropriately scaled for its context within the roundabout island. • • • –Materials have Matthews To Match low-sheen, semi gloss finishes to prevent high reflectivity. –The theme is a welcoming gesture rooted in regional heritage, with no potential for negative public reaction. –It does not resemble a traffic control device. –It contains no advertising. Community Support: Extensive documentation of community and stakeholder support accompanied this project throughout. From our steering committee, consisting of US and Canadian leadership, from two counties (Clallam and Jefferson) and four cities (Port Townsend, Sequim, Port Angeles and Forks), and all nine federally recognized tribes around the Olympic Peninsula. The project is a direct result of community planning and has been guided by a diverse steering committee with broad stakeholder updates offered at regular milestones throughout the design process. Safety and Security: The artwork is located in the center of a roundabout, inaccessible to pedestrians, and without constructed access via supplied catwalk or ladder, and it does not create an attractive nuisance. Its placement preserves all required sightlines for motorists, and its presence is intended to improve safety by calming traffic. Maintenance Access: A interlocal maintenance agreement will be created between Jefferson Co. and WSDOT, establishing safe access by authorized personnel without requiring lane closures under normal conditions. 8.0 Maintenance, Inspection, and Lifecycle Plan •Jefferson County, as the owner, assumes full responsibility for the long-term care of the artwork, per the terms of the Public Art Permit and all subsequent Interlocal Agreement(s). •Responsible Agency: Jefferson County Public Works. •Routine Maintenance: The County will perform routine cleaning and inspection to ensure the artwork maintains structural integrity and aesthetic quality. • • • • Inspection: In addition to the County’s inspections, WSDOT may inspect the artwork as part of its standard procedures. Jefferson County will be responsible for addressing any issues identified by WSDOT within 90 days of notification. Vandalism and Repair: Through internal inspection and response to external notification a plan is in place for prompt graffiti removal and repair of any damage. Liability and Insurance: Jefferson County will indemnify WSDOT from all liability and will maintain a general liability insurance policy naming the State of Washington and WSDOT as additional insureds, per the terms of the Public Art Permit and a future Interlocal Maintenance Agreement. Removal or Relocation: Should future roadway modifications require the artwork’s removal, Jefferson County will bear all costs associated with its removal, storage, or relocation. 9.0 References [1] State of Washington Tourism. (2024). Tourism Regeneration Grant Final Submittal: Olympic Peninsula Welcome Signage. Olympic Peninsula Visitors Bureau. > link [2] Washington State Department of Transportation. (2024, September). Design Manual M 22-01.23, Chapter 950: Public Art. > link [3] Olympic Peninsula Tourism Commission. (2024). Olympic Peninsula Tourism Master Plan 2024-2029. > link [4] sky design & CREO Industrial Arts. (2025). Olympic Peninsula Sign Proposal. > link [5] City of Poulsbo. (2020, April). SR305 Johnson Parkway Art Plan. > link [6] Washington State Department of Transportation. SR 104 - Paradise Bay - Shine Road Intersection Safety Improvements > link 10.0 Appendices •Appendix A: Final Design Renderings and Scale Drawings •Appendix B: Structural Calculations and Engineering Details •Appendix C: Stakeholder and Tribal Consultation Summaries •Appendix D: Insurance Memo from Jefferson County •Appendix E: Sign project team responses to initial WSDOT drawings (file / SR104HoodCanalShineRAB_CenterIslandSignRev00_ORTrafficSME_RSCR.XLS) Unti l Our Path s Cross A gai n Olympic Peninsula Welcome to t he Olympic Peninsula Enjoy a nd Respect Ou r Homelands HOOD CANAL GATEWAY RS ROUNDABOUT SIGN (1) 12 ELEMENT ID: QTY: PROJECT: SITE ADDRESS: OF REVISIONS: JOB#:006459 TASK#:00645901 SUBMITTAL DATE: 09.12.25 JEFF H. CASEY B. DRAWN BY: PROJECT MANAGER: SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) Shop Drawings Approved Engineered 01 DIMENSIONAL AND COLOR OVERVIEW 10.02.25 JH1.0 10.07.25 JH2.0 12.16.25 JH3.0 3 "12 "14 8'-4 "12 "12 9'-0" 9'-0" FLAT CUT GRAPHIC 1'-10" 1'-10"5'-6" CL 6" 2'-10" 9'-0" APPROX. 9" EXPOSED 16'-0" CL"18 FLAT CUT GRAPHIC FLAT CUT GRAPHIC "18 "18 FLAT CUT GRAPHIC"18 6 "345 "34 7 "34 4 "38 5 "12 4 "14 GENERAL DESCRIPTION: EXTERIOR NON-ILLUMINATED FREESTANDING DOUBLE SIDED SIGN WITH PAINTED FINISH AND MOUNTED TO CONCRETE FOOTING ON SITE ELEMENT AREA: EST WEIGHT: 144 SQ. FT. 850 LBS. •UPDATED PER DESIGNER REDLINE NOTES DATED 9/29/2025 •STAMPED ENGINEERING RECEIVED •APPROVED FOR FABRICATION •UPDATED PER INTERNAL REVIEW FOR FAB •MODIFY TREE GRAPHIC TO BE DOUBLE LAYERED FOR RIGID SUPPORT PER INTERNAL REVIEW OF SINGLE LAYER TREE •UPDATED PER INTERNAL AS-BUILT NOTES FRONT VIEW - EAST ELEVATION1SCALE: 3/8" = 1'-0" SIDE VIEW - TYP2SCALE: 3/8" = 1'-0" BACK VIEW - WEST ELEVATION3SCALE: 3/8" = 1'-0" TOP VIEW4SCALE: 3/8" = 1'-0" FABRICATED ALUMINUM CABINET PAINTED CENTRAL FABRICATED GRAPHIC HALF ROUND INNER PANELS HALF ROUND INNER PANELS MP1 FABRICATED ALUMINUM SIDE CAPS PAINTED WITH 1/8” FLAT CUT BRANCH GRAPHIC BONDED TO SURFACE AND PAINTED MP2 MP3 SIDE CAPS PAINTED WITH 1/8” FLAT CUT BRANCH GRAPHIC PAINTED MP2 MP3 1/2” FLAT CUT ALUMINUM LETTERS PAINTED AND PIN MOUNTED TO SURFACE MP4 1/2” FLAT CUT ALUMINUM LETTERS PAINTED AND PIN MOUNTED TO SURFACE EXPOSED CONCRETE FOOTING DESIGNED BY CREO AND BUILT BY OTHERS 1/4” FLAT CUT LETTERS VISIBLE SEAMS BETWEEN SECTIONS FABRICATED DIMENSIONAL TREE ELEMENT 1/2” FLAT CUT LETTERS 1/2” FLAT CUT LETTERS MP4 2 LAYERS OF 1/4” ALUMINUM WITH INTERNAL FRAME PAINTED AND MECHANICALLY FASTENED TOP AND BOTTOM MP2 1.0 2.0 3.0 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF02 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: NTS1EXPLODED VIEW A C B D E1 H1 F G H2 E2 REMOVABLE TOP PANEL CONCRETE FOOTING: DESIGN AND ENGINEERING BY CREO, CONSTRUCTION BY OTHERS. (2) 6" STD STEEL PIPE DIRECT EMBED IN CONCRETE. 1/2" THICK SPACER FOR REVEAL ON TOP OF CONCRETE BOTTOM CABINET SECTION WITH FLAT CUT LETTERS MIDDLE CABINET SECTIONS, LEFT & RIGHT FABRICATED DIMENSIONAL TREE ELEMENT TOP CABINET SECTION WITH FLAT CUT LETTERS SIDE PANELS WITH FLAT CUT BRANCH GRAPHIC, LEFT & RIGHT A B C D E F G H SECTION IDENTIFICATION AND INSTALLATION ORDER 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF03 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: 3/16" = 1'-0"1 EXPLODED VIEW G - TOP SECTION D - BOTTOM SECTIONE2 - MID SECTIONE1 - MID SECTIONH2 - SIDE CAPH1 - SIDE CAP(2) STEEL PIPES DIRECT EMBED IN CONCRETE 14'-10" 20'-0" O.A. PIPE 5'-8" 6'-111 4" 8'-41 2" 16'-0" SCALE: 3/8" = 1'-0"2 FRONT VIEW 16'-0" 5'-8" 8'-113 4" 3 -- 4 -- SCALE: 1 1/2" = 1'-0"4 SECTION DETAIL SCALE: 1 1/2" = 1'-0"3 DETAIL - INSTALL SIGN SECTIONS OVER STEEL PIPE - KEEP PICK ANGLES WITH SIGN - TIGHTEN SUPPORT ANGLES - MATCH DRILL THRU STEEL PIPE - BOLT SECTIONS TOGETHER 3" x 3" x 1/4" 6061 ALUMINUM SQUARE TUBE FRAME 2" x 3" x 1/4" 6061 ALUMINUM ANGLE SUPPORT NOTCHED FOR ADJUSTABILITY 6" STD STEEL PIPE (.28" WALL) 3/4"-10 x 10" 18-8 SS HEX BOLTS (MMC# 92198A866) WITH SS FLAT WASHERS AND HEX NUTS BOLTS BETWEEN FRAME SECTIONS 3/4"-10 x 8" 18-8 SS HEX BOLTS (MMC# 92198A863) 3" x 3" x 1/4" 6061 ALUMINUM SQUARE TUBE FRAME - TYP 2" x 3" x 1/4" 6061 ALUMINUM ANGLE SUPPORT 6" STD STEEL PIPE (.28" WALL) 3/4"-10 x 10" 18-8 SS HEX BOLTS (MMC# 92198A866) WITH SS FLAT WASHERS AND HEX NUTS BOLTS BETWEEN FRAME SECTIONS 3/4"-10 x 8" 18-8 SS HEX BOLTS (MMC# 92198A863) 71 4" CLEAR 65 8" OD PIPE 3" 2" 3" 2" 3/8"-16 x 1 1/2" 18-8 SS HEX BOLTS (MMC# 92314A555) WITH SS FLAT WASHERS AND THREADED INTO FRAME REMOVABLE 2" GALVANIZED STEEL PICK ANGLES WITH 1/2"-13 x 4 1/2" LONG 18-8 SS THRU BOLT (MMC# 92198A863)F 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF04 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: 1/4" = 1'-0"1 FRONT VIEW 9'-0"1'-10" 16'-0" SCALE: 1/4" = 1'-0"2 SIDE VIEW SCALE: 1/4" = 1'-0"3 TOP SECTION 5'-8" SCALE: 3/8" = 1'-0"4 FRONT VIEW 1'-10" 9'-0" 2'-9" 2'-11" 5'-8" 20'-0" PIPE LENGTH 14'-10" PIPE ELEVATION 1" TO 9" EXPOSED 9" 2'-2" 2'-0" DIA. 1'-10" 2'-0" DIA. 6'-111 4" SCALE: 3/8" = 1'-0"5 SIDE VIEW SLOPED FINISHED SURFACE 6" 6" STD STEEL PIPE WITH .28" WALL (6 5/8" O.D.) TYP. 9'-0" WIDTH x 1'-10" WITH 9" CONCRETE MOW STRIP AND (2) MAT REBAR #4 REBAR @ 12" O.C. EACH WAY 3" CLEARANCE, TYP 24" FROST DEPTH CONSOLIDATED CONC. f'c=2500 PSI TYP 2'-0" DIA. 3 -- CABINET FRAME ALUMINUM ANGLE 6" STD STEEL PIPE 3/4" DIA. 18-8 SS THRU BOLTS A B 9'-0" 2'-11" 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF05 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: 1" = 1'-0"2 TOP VIEW C 8'-11" 3" 71 4" 1 2" 71 4" 3" 1'-9" SCALE: NTS1AXON VIEW 1/2" THICK 6061 ALUMINUM SPACER UNDER BOTTOM SECTION, ON TOP OF CONCRETE, FOR REVEAL. SET IN PLACE WITH CONSTRUCTION ADHESIVE 1/2" WIDE GAP FOR WATER RUNOFF BOTH SIDES BEVEL WELD GRIND SMOOTH TYP 1/8 1/8 1/2" INSET FROM CONCRETE AND SIGN 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF06 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: 1/2" = 1'-0"3 FRONT VIEW 10 -- D SCALE: NTS1BOTTOM CABINET - FRONT SCALE: NTS2BOTTOM CABINET - BACK 8'-41 2" 4'-2" SCALE: 1/2" = 1'-0"4 TOP VIEW 1'-10" SCALE: 1/2" = 1'-0"5 SIDE VIEW 8'-41 2" 9 -- SCALE: 1/2" = 1'-0"6 FRONT VIEW FRAME SCALE: 1/2" = 1'-0"7 TOP VIEW FRAME 8'-41 2" 1'-93 4" 4'-17 8" 8 -- SCALE: 1 1/2" = 1'-0"8 DETAIL VIEW SCALE: 1 1/2" = 1'-0"9 DETAIL VIEW 1'-8" 3"111 4"3"3" x 3" x 1/4" 6061 ALUMINUM FRAME OPEN SIDES AND BOTTOM 2" x 3" x 1/4" 6063 SQ CORNER ALUMINUM ANGLE NOTCHED FOR ADJUSTABILITY MONARCH ALUMINUM CLEAT 13/16" CLEARANCE HOLES FOR 3/4" BOLTS 113 4" 2" x 3" x 1/4" 6063 SQ CORNER ALUMINUM ANGLE 3/4"-10 x 10" 18-8 SS HEX BOLTS (MMC# 92198A866) WITH SS FLAT WASHERS AND HEX NUTS MONARCH ALUMINUM CLEAT WITH 10-24 x 1/2" SS PH MS FLUSH TO BOTTOM 71 4" CLR 2" 1'-8" 1'-33 4" 1/2" 6061 ALUMINUM PLATE DRILL AND TAP FOR 1/2"-13 THREAD TO ATTACH TREE ELEMENT ALUMINUM CLEAT ALUMINUM CLEAT TOP PANEL REMOVED FOR CLARITY FRONT AND BACK PANELS REMOVED FOR CLARITY SCALE: 1 1/2" = 1'-0"10 SECTION DETAIL FLAT CUT 1/2" ALUMINUM LETTERS 1 2" 10-24 x 3/4" SS THREADED STUDS ALUMINUM LETTERS PIN MOUNTED TO SURFACE WITH SILICONE ADHESIVE 1.0 REMOVABLE 2" GALVANIZED STEEL PICK ANGLES WITH 1/2"-13 x 4 1/2" LONG 18-8 SS THRU BOLT (MMC# 92198A730) REMOVABLE 2" GALVANIZED STEEL PICK ANGLES WITH 1/2"-13 x 4 1/2" LONG 18-8 SS THRU BOLT 3/8"-16 x 1 1/2" 18-8 SS HEX BOLT (MMC# 92314A555) WITH SS FLAT WASHER AND THREADED INTO FRAME CLEAT FLUSH TO BOTTOM CLEAT FLUSH TO BOTTOM ADD 3" x 3" SQ TUBE AT BOTTOM CENTER FOR SS WIRE ROPE 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF07 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: NTS1AXON VIEW E1 E2 OPEN TOP AND BOTTOM SCALE: 3/4" = 1'-0"2 FRONT VIEW SCALE: 3/4" = 1'-0"4 FRONT VIEW SCALE: 3/4" = 1'-0"3 TOP VIEW SCALE: 3/4" = 1'-0"5 TOP VIEW SCALE: 3/4" = 1'-0"6 SIDE VIEW 7 -- SCALE: 1 1/2" = 1'-0"7 DETAIL 1'-8" 3"111 4"3" 3" x 3" x 1/4" 6061 ALUMINUM FRAME 2" x 3" x 1/4" 6063 SQ CORNER ALUMINUM ANGLE NOTCHED FOR ADJUSTABILITY MONARCH ALUMINUM CLEAT 13/16" CLEARANCE HOLES FOR 3/4" BOLTS 113 4" 2" x 3" x 1/4" 6063 SQ CORNER ALUMINUM ANGLE 3/4"-10 x 10" 18-8 SS HEX BOLTS (MMC# 92198866) WITH SS FLAT WASHERS AND HEX NUTS MONARCH ALUMINUM CLEAT WITH 10-24 x 1/2" PH MS 71 4" CLR 2" 3/4"-10 x 8" 18-8 SS HEX BOLTS (MMC# 92198A863) WITH SS FLAT WASHERS AND HEX NUTS 11"1'-51 4" 1'-10" R107 8" INSIDE 9'-0" SCALE: 1 1/2" = 1'-0"8 DETAIL MONARCH ALUMINUM CLEAT WITH 10-24 x 1/2" PH MS 1'-93 4" FRAME 1 8"1 8" 3" 4'-11 2" 3" 4'-11 2" 3" 3" x 3" x 1/4" 6061 ALUMINUM FRAME REMOVABLE 2" GALVANIZED STEEL PICK ANGLES WITH 1/2"-13 x 4 1/2" LONG 18-8 SS THRU BOLT (MMC# 92198A730) REMOVABLE 2" GALVANIZED STEEL PICK ANGLES WITH 1/2"-13 x 4 1/2" LONG SS THRU BOLT 8 -- 3/8"-16 x 1 1/2" 18-8 SS HEX BOLT (MMC# 92314A555) WITH SS FLAT WASHER AND THREADED INTO FRAME SCALE: 3/4" = 1'-0"8 PART DETAIL 213 4" CUT (6) INTERNAL RIBS, 1/8" ALUMINUM, AS NEEDED TO SUPPORT ROLLED PANELS 18" (2) 1/4"-20 HEX BOLTS INTO FRAME BELOW 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF08 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: 3/4" = 1'-0"2 FRONT VIEW F 4" x 4" x 1/4" 6061 ALUM ANGLE SUPPORT - WELDED IN BETWEEN FRAME SCALE: NTS1AXON VIEW 9 -- 5 -- SCALE: 1 1/2" = 1'-0"5 DETAIL VIEW SCALE: 1 1/2" = 1'-0"4 PART DETAIL 1'-8" 1'-33 4" 3/8" 6061 ALUMINUM PLATE WELDED INTO FRAME 1'-10" EXPLODED AXON VIEW - N.T.S.SCALE: 3" = 1'-0"6 DETAIL VIEW (6) 1/2"-13 x 1 1/2" SS FH HEX SOCKET BOLTS 1/4" x 2" 6061 ALUMINUM FLAT BAR TAB WELDED TO TREE ELEMENT 1 4" 2" 3/8" 6061 ALUMINUM PLATE THREADED FOR 1/2" BOLTS 6 -- SCALE: 1 1/2" = 1'-0"7 DETAIL VIEW SCALE: 1 1/2" = 1'-0"8 SECTION DETAIL 1/2"-13 x 2 3/4" SS HEX BOLT WITH FLAT WASHERS AND HEX NUT (2) 1/4" 6061 ALUMINUM TREE ELEMENT (2) 1/4" 6061 ALUMINUM TREE FLAT CUT 8 -- 1.0 3/8" 6061 ALUMINUM PLATE THREADED FOR 1/2"-13 BOLTS ADD A SECOND LAYER OF 1/4" ALUMINUM TREE 7 -- 3 -- SCALE: 3" = 1'-0"3 DETAIL VIEW SCALE: 3" = 1'-0"9 DETAIL VIEW 1" x 1" x 1/8" 6061 ALUMINUM SQ TUBE 3" x 3" x 1/4" 6061 ALUMINUM SQ TUBE FRAME 3/8"-16 x 5" 18-8 SS THREADED ROD (MMC# 95412A644) DOUBLE 3/8"-16 SS HEX NUTS 3/8"-16 316 STAINLESS STEEL TURNBUCKLE (MMC# 3022T878) 3/8"-16 x 3 3/4" 316 STAINLESS STEEL EYE BOLT - LEFT HAND THREAD (MMC# 30315T947) 1/8" DIA. 18-8 SS WIRE ROPE 7x7 STRAND (MMC# 3461T46) WITH THIMBLE AND CRIMP SLEEVES 1/8" DIA. 18-8 SS WIRE ROPE 7x7 STRAND (MMC# 3461T46) WITH THIMBLE AND CRIMP SLEEVES 3/8"-16 x 3" 304 SS LIFTING EYE (MMC# 33045T35) DOUBLE 3/8"-16 SS HEX NUTS ADD 1" x 1" x 1/8" 6061 ALUM SQ TUBE TO FRONT SIDE OF EXISTING TREE BETWEEN SECOND LAYER RUN 1/8" SS WIRE ROPE FROM TOP TO BOTTOM THRU 1" SQ TUBE FOR SECURITY ADDITIONAL STIFFENERS WILL BE EPOXIED BETWEEN TREE LAYERS 9'-5" 16'-0" 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF09 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: 1/2" = 1'-0"3 FRONT VIEW SCALE: NTS1TOP CABINET - FRONT SCALE: NTS2TOP CABINET - BACK SCALE: 1/2" = 1'-0"4 TOP VIEW SCALE: 1/2" = 1'-0"5 SIDE VIEW 9 -- SCALE: 1/2" = 1'-0"6 FRONT VIEW FRAME SCALE: 1/2" = 1'-0"7 TOP VIEW FRAME 1'-93 4" 8 -- SCALE: 1 1/2" = 1'-0"8 DETAIL VIEW SCALE: 1 1/2" = 1'-0"9 DETAIL VIEW 1'-8" 3"111 4"3" 3" x 3" x 1/4" 6061 ALUMINUM FRAME OPEN SIDES 2" x 3" x 1/4" 6063 SQ CORNER ALUMINUM ANGLE NOTCHED FOR ADJUSTABILITY 13/16" CLEARANCE HOLES FOR 3/4" BOLTS 113 4" 2" x 3" x 1/4" 6063 SQ CORNER ALUMINUM ANGLE 3/4"-10 x 9" GALV STEEL HEX BOLTS, FLAT WASHERS AND HEX NUTS71 4" CLR 2" 1'-0" 1'-33 4" DOUBLE 4" x 4" x 1/4" ANGLE BRACKETS TO SUPPORT TREE ELEMENT BOLTED CONNECTION BETWEEN SECTIONS TOP PANEL REMOVED FOR CLARITY FRONT AND BACK PANELS REMOVED FOR CLARITY G REMOVABLE TOP PANELS WITH 10-24 SS PH MACHINE SCREWS 8'-41 2" 1'-10" 8'-41 2" 2'-10" 8'-41 2" 2'-93 4" 3/4"-10 x 7 1/2" GALV STEEL HEX BOLTS, FLAT WASHERS AND HEX NUTS FOR CONNECTION BETWEEN SECTIONS 10 -- SCALE: 1 1/2" = 1'-0"10 SECTION DETAIL FLAT CUT ALUMINUM LETTERS 1 2" 10-24 x 3/4" SS THREADED STUDS ALUMINUM LETTERS PIN MOUNTED TO SURFACE WITH SILICONE ADHESIVE 1.0 REMOVABLE 2" GALVANIZED STEEL PICK ANGLES WITH 1/2"-13 x 4 1/2" LONG STEEL THRU BOLT 3/8"-16 x 1 1/2" STEEL HEX BOLT WITH FLAT WASHER AND THREADED INTO FRAME REMOVABLE FRONT FACE WITH 10-24 SS PH MACHINE SCREWS ADD 3" x 3" SQ TUBE AT TOP CENTER FOR SS WIRE ROPE 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF10 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: NTS1AXON VIEW H1H2 SCALE: NTS2AXON VIEW SCALE: 1/2" = 1'-0"4 BACK VIEW SCALE: 1/2" = 1'-0"5 FRONT VIEW 1'-93 4" FRAME 1'-10" O.A. 1'-10" 16'-0" 3" 2'-67 8" 3" 4'-1 9 16" 3" 4'-4 9 16" 3" 3'-77 8" 3" 15'-117 8" FRAME 1 8" 33 8"1 4" REVEAL SCALE: 1/2" = 1'-0"3 SIDE VIEW SCALE: 1/2" = 1'-0"6 SECTION DETAIL 6 -- 11 2" 1 4" (2) LAYERS OF 1/4" x 1 1/2" 6061 ALUMINUM FLAT BAR ALL AROUND BACK OF FRAME 7 -- SCALE: 1/2" = 1'-0"7 SECTION DETAIL FRONT SIDE WITH 1/8" CUT OUT BRANCH ELEMENT BONDED WITH 2-PART EPOXY FRONT SIDE WITH 1/8" CUT OUT BRANCH ELEMENT 1 4" REVEAL 11 2" (2) LAYERS OF 1/4" x 1 1/2" 6061 ALUMINUM FLAT BAR ALL AROUND BACK OF FRAME 1/8" 5052 SHEET ALUMINUM SIDES, TOP AND FRONT 3" x 3" x 1/4" 6061 ALUMINUM SQ TUBE FRAME - TYP CLEAT CLEAT CLEAT CLEAT 1'-6" REMOVABLE 2" GALVANIZED STEEL PICK ANGLES WITH 1/2"-13 x 4 1/2" LONG STEEL THRU BOLT 1/8" 5052 ALUMINUM SHEET TOP, FRONT AND SIDES NOTE: SECURE SIDE PANELS AT TOP TO PREVENT LIFT-OFF NO FLAT BAR ACROSS BOTTOM FOR CLEAT 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF11 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: NTS1AXON VIEW E1 E2 SCALE: 3/4" = 1'-0"2 FRONT VIEW SCALE: 3/4" = 1'-0"4 FRONT VIEW SCALE: 3/4" = 1'-0"3 TOP VIEW SCALE: 3/4" = 1'-0"5 TOP VIEW 11"1'-51 4" 1'-10" R107 8" INSIDE 9'-0" TOTAL LENGTH = 69.057" 9'-0" SCALE: 1 1/2" = 1'-0"6 TOP VIEW TOTAL LENGTH = 69.057" 17.250" 34.558" 17.250" 0.125"R11.000" R10.875" MAKE (2) TWO 1/8" ALUMINUM 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF12 REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS 3 -- SCALE: 3" = 1'-0"1 TOP VIEW 2" x 3" x 1/4" 6063 SHARP CORNER ANGLE MAKE (6) SETS SCALE: 3" = 1'-0"2 FRONT VIEW 3" 2" 1 4" 20"171 4" SCALE: NTS4AXON VIEW SCALE: HALF SIZE3DETAIL 1" 1 2" 21 4" 1 4" 11 8" 1 2" 11 4" 1" DIA. CLEARANCE HOLES FOR 3/4" BOLTS 1" CNC CUT PARTS 34.000" 100.500" 50.000" 100.500" 21.750" 100.500" (QTY: 1) 1/8" ALUMINUM EAST SIDE, TOP FACE Ø.17" DIA. FOR #8 STUDS Ø.2" DIA. FOR #10 STUDS Ø.2" DIA. FOR #10 STUDS Ø.2" DIA. FOR #10 STUDS Ø.2" DIA. FOR #10 STUDS 34.000" 100.500" 50.000" 100.500" (QTY: 1) 1/8" ALUMINUM EAST SIDE, BOTTOM FACE (QTY: 1) 1/8" ALUMINUM WEST SIDE, TOP FACE (QTY: 1) 1/8" ALUMINUM WEST SIDE, BOTTOM FACE (QTY: 1) 1/8" ALUMINUM BOTTOM SIDE, BOTTOM SECTION (QTY: 1) 1/8" ALUMINUM TOP SIDE, TOP SECTION (QTY: 1) 1/8" ALUMINUM BOTTOM SIDE, TOP SECTION 21.750" 50.250" 21.750" 100.500" (QTY: 2 EA) 1/8" ALUMINUM SIDE PANELS 3.375" 22.000" 21.750" 87.875" 3.375" 104.000" 22.000" 88.000" 104.000" (QTY: 2 EA) 1/8" ALUMINUM SIDE GRAPHICS (QTY: 1 SET) 1/4" ALUMINUM FLAT CUT LETTERS WITH PILOT HOLES FOR 8-32 THREAD (QTY: 1 SET EA) 1/2" ALUMINUM FLAT CUT LETTERS WITH PILOT HOLES FOR 10-24 THREAD (QTY: 1) 1/4" ALUMINUM TREE GRAPHIC (+1 ADDED TREE = (2) TOTAL) 40.815" 113.000" (QTY: 1 EA) 1/8" ALUMINUM INNER RIBS 55.875" 21.750" 50.250" 15.750" 20.000" (QTY: 1) 1/2" ALUMINUM PLATE .42" DIA. PILOT HOLES FOR 1/2"-13 THREAD 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OFCUT REVISIONS: 2.0 3.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH 12.16.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: NTS1PART DETAILS 1.0 ELEMENT ID: QTY: JOB#: PROJECT: PROJECT MANAGER: DRAWN BY: SUBMITTAL DATE: OF08 REVISIONS: 2.0 8329 216TH STREET SE WOODINVILLE, WA 98072 T: 425.775.7444 F: 425.775.2505 WWW.CREOINDUSTRIALARTS.COM TASK#: SITE ADDRESS: 09.26.25 JEFF H. CASEY B. 10.02.25 JH 10.07.25 JH HOOD CANAL GATEWAY SR 104 & SHINE RD PORT LUDLOW, WA 98365 (HOOD CANAL BRIDGE) 006459 006459T01 RS ROUNDABOUT SIGN (1) 12 ELEVATIONS SECTIONS & DETAILS SCALE: 3/4" = 1'-0"2 FRONT VIEW F DOUBLE 4" x 4" x 1/4" 6061 ALUM ANGLE SUPPORTS - (1) WELDED IN BETWEEN FRAME AND (1) REMOVABLE SCALE: NTS1AXON VIEW 9'-5" 9'-0" 3'-47 8" 6 -- 3 -- SCALE: 1 1/2" = 1'-0"3 DETAIL VIEW SCALE: 1 1/2" = 1'-0"4 PART DETAIL 1'-8" 1'-33 4" 1/2" 6061 ALUMINUM PLATE WELDED INTO FRAME 1'-10" EXPLODED AXON VIEW - N.T.S.SCALE: 3" = 1'-0"5 DETAIL VIEW (6) 1/2"-13 x 1 1/2" SS FH HEX SOCKET BOLTS (2) 1/4" x 2" 6061 ALUMINUM FLAT BAR TABS WELDED TO TREE ELEMENT 1 4" 2" 1/2" 6061 ALUMINUM PLATE THREADED FOR 1/2" BOLTS 5 -- SCALE: 3" = 1'-0"6 DETAIL VIEW SCALE: 3" = 1'-0"7 SECTION DETAIL 6" 1'-0" 1/2"-13 x 1 1/2" SS HEX BOLT WITH FLAT WASHERS AND HEX NUT 1/4" 6061 ALUMINUM TREE ELEMENT 1/4" 6061 ALUMINUM TREE ELEMENT 7 -- 1.0 1/2" 6061 ALUMINUM PLATE THREADED FOR 1/2"-13 BOLTS 1/2" 6061 ALUMINUM PLATE WELDED IN FRAME AND THREADED FOR 1/2"-13 x 3/4" BOLT 3" 4" 3'-0"x 3'-0" x 1'-6" 3'-3"x 2'-3" x 1'-0" 4'-0"x 2'-6" x 1'-0" 2'-6"x 2'-6" x 1'-6" 4'-6"x 4'-6" x 1'-9" 3'-6"x 3'-0" x 2'-6" 4'-3"x 2'-3" x 2'-3" 3'-0"x 2'-6" x 1'-6" Locally sourced regional stone. Measurements provided as rough volume of exposed stone. Olympic Peninsula Gateway Sign Landscaping [Rev.1 - 11/18/2025] 3'-6"x 2'-3" x 2'-9" Olympic Peninsula Gateway Sign - Stone Placement Detail NOT TO SCALE 1 • Appendix C: Stakeholder and Tribal Consultation Summaries Welcome Signage Steering Committee A broadly representative steering committee was convened in spring 2025 to guide the project from conception to completion. This committee includes a cross-section of community leaders, ensuring diverse perspectives are integrated into every stage of the project. Extensive RFP and jury phases lead to the identified design and fabrication selection of west coast industry leaders. Name Affiliation Location Ann Burkhart Consultant, Pomona Woods Port Ludlow Alexis Arrabito President, Quimper Events Collective Pt. Townsend Barbara Hanna Communications Manager, City of Sequim Sequim Marsha Massey Executive Director, Olympic Peninsula Visitors Bureau Port Angeles Loni Greninger Vice Chairwoman, Jamestown S’Klallam Tribe Blyn Debbie Wardrop Consultant, Jamestown S’Klallam Tribe Events Port Ludlow Renee Rux Enterprise Director, Quileute Tribe La Push Jessica Wiersma VP Marketing, Black Ball Ferry Line Victoria, BC Diana Smeland President, Ludlow Associates Port Ludlow Greg Brotherton Commissioner, Dist. 3, Jefferson County BoCC Quilcene Sarah Copley VP, Puget Sound Express Pt. Townsend Shelly Leavens Director of Communications, City of Port Townsend Pt. Townsend Steve Shively Project Manager, Gateway Visitor Center Pt. Townsend Andrew Larson, PE Dev. Services Engineer, WSDOT (Ex-Officio Liaison) N/A Tribal Consultation Honoring the Olympic Peninsula’s Indigenous heritage is a core project principle, and the design was developed through exceptional, Peninsula-wide collaboration among representatives of all nine federally recognized tribes. Tribal leaders and cultural advisors provided sustained guidance on language, symbolism, and cultural integrity— grounding the welcome message in the Klallam phrase “ʔənʔá č’ə́yəxw” (You Are Welcome Here) and vetting motifs informed by the region’s distinct carving traditions. Through this collective, high-leadership review, the committee refined and advanced the final elements—most notably the cedar-tree form and the intivational messages “Enjoy and Respect Our Homelands” and “Until Our Paths Cross Again.” These components reflect shared direction from consultation participants and represent a unified, tribally vetted expression of welcome, respect, and place. Consultation participants (by tribe): Hoh Tribe; Jamestown S’Klallam Tribe; Lower Elwha Klallam Tribe; Makah Tribe; Port Gamble S’Klallam Tribe; Quinault Indian Nation; Skokomish Indian Tribe; Squaxin Island Tribe; Quileute Tribe. Community and Civic Engagement Throughout the process stakeholder updates and opportunity for comment have occurred. The Olympic Peninsula Tourism Commission has regularly highlighted sign progress as a standing meeting agenda item. During the solicitation of RFP respondents for sign design and fabrication the theme of a “Gateway Welcome Sign” was intertwined in the general public perception of roundabouts as a traffic control devise at SR104’s Hood Canal Bridge Shine & Paradise Roads and, to a lesser degree, to the roundabout construction being part of an Olympic Region managed massive WSDOT back-to-back project workloads in 2023, 2024 and 2025 construction projects related to mitigating fish passage barriers and improving highway safety. No recorded comments against a sign, merely expressed opions related to the roundabout project at this location, and presumptions related to future traffic flow through this vital transportation corridor. Below are documented Community and Civic Engagement related to this project. Jurisdiction set Jurisdiction Body Meeting date (or record date) Record type Where mentioned (page/timestamp) Local Government Jefferson County LTAC Record received 09/09/2025 Agenda packet / supporting document Document text (mentions “Welcome Sign… SR104 & Paradise Road Traffic Circle”) (Jefferson County Test) Regional / print media Port Townsend Leader News (local reporting) (article date not shown in snippet) Online news brief Headline: “SR104 roundabout complete… intersection of SR 104 and Paradise Bay Road” (Portland Tribune) Regional / print media Sequim Gazette News (local reporting) Jun 12, 2024 (contextual) Community briefs Mentions SR-104/Hood Canal Bridge + WSDOT roundabouts (SR-19/SR-104 and Shine/Paradise Bay) (Sequim Gazette) Regional / print media Sequim Gazette News (local reporting) Jul 17, 2024 (contextual) News story “On State Route 104… crews will build two new roundabouts… at SR 19… and at Shine Road/Paradise Bay Road” (Sequim Gazette) Regional / print media Forks Forum Opinion (archived) Nov 10, 2022 (contextual) Opinion article Mentions “SR 104 Hood Canal Bridge” (Forks Forum) Regional transportation org (corridor context) PRTPO Executive Board 21-Feb-25 Agenda packet (PDF) Packet includes discussion touching SR-104 corridor/gateway context (SR-104 appears with “gateway role”) (Squarespace) Regional transportation org (corridor context) PRTPO Technical Advisory Committee 20-Nov-25 Agenda packet (PDF) “SR 104 / SR 3 Hood Canal Bridge Corridor… From SR 19 to Port Gamble…” (PRTPO) Local Government Clallam County Planning Commission (AgendaCenter) 1-Oct-25 Meeting agenda (PDF) Includes “Hood Canal Bridge to Olympic Discovery Trail (ODT)” project line item (Clallam County) • Appendix D: Insurance Memo from Jefferson County Project: REVIEWER NOTES: Submitted On: Due On: 10/16/2025 10/29/2025 Date [Page] File Name Comments WSDOT Reviewer Designer Comment Response Required 10/23/2025 15:47 [1] RS - Roundabout Sign 10.07.25_WC20251030.pdf KI Please coordinate with the Development Services Office to prepare the maintenance agreement. Kumiko Izawa - OR Traffic Design JeffCo. c/o Pub. Wrks Dir. Eric Kuzma & WSDOT Agreements Engineer - Per Andrew Larson) are finalizing ILA for signature [01/13/26 - Steve] 10/28/2025 15:43 [1] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW-For information from PA PEO - There are overhead power lines (see below)that cross directly over the center of the RAB. Comment to ensure the design team is aware, and should be noted in the plans. Might have to consider relocation of these lines again. Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) Jimmy Scarborough, P.E. Electrical Engineering Mngr. jeffpud.org ref. to (NESC) rule 234C requires 3.0 feet (neutral) and 8.0 feet (phase conductors) for sign not readily accessibile (via permanent ladder, catwalk, etc.). Based on the full WAC 296-46B related to WA L&I, there are no additional WA L&I amendment that imposes a more restrictive minimum clearance for a sign from adjacent neutral/phase overhead conductors than NESC Rule 234C. The week of 12-15-2025 Jimmy personally measured the overhead wires at the site of the proposed 16 foot tall sign. "The heights I, (Jimmy ), measured were at 47°F, no wind. The neutral was at 26’ and the phase conductors were at 32’." The (NESC) rule 234C required minimum clearnce of 19 feet (neutral) and 24 feet (phase conductors) are well within acceptable distances from possible sign interferance. Contracted sign installer has PUD's contact details for ordering temporary power shutdown and lock-out during installing if necessary. [01/14/2026 Steve] , 10/29/2025 9:18 [1] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW-For information from OR Area 3 Maintenance - All aluminum should be sealed and powder coated. Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) ALL SURFACES PRIMED / PAINTED W/ ACRYLIC POLYURATHANE PAINT / CLEARCOATING NOTE: POWDER HAS LIMITED PALETTE & LIMITS ABILITY FOR FUTURE TOUCH UPS IF NEEDED [11/7] sky: Agreed, this should be painted and sealed. However, CREO to confirm. C:\Traffic\Design\_Projects\SR 104\SR104 - SRMP 11.47 - Hood Canal Shine RAB\[Project Tracking Review Template - Copy.xlsx]SRxx MPxx Project DocTrack'!B1 Submittal: Center Island Sign Rev00 10/29/2025 15:38 [1] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- clarify - per OR Area 3 maintenance - MASH Testing Requirements Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) Suggest CREO review (link) and clarify which WSDOT sub program design element(s) this sign is subject to (Steve 1031) https://wsdot.wa.gov/publications/manuals/fulltext/M22-01/1105.pdf [11/7] sky: CREO to respond. FOOTING AS DESIGNED IS TO LEVEL THE SURFACE AS REQUIRED, ALL WHILE THE PORTION OF THE FOOTING ABOVE GRADE ON ONE SIDE, WILL BE BEHIND BOLDERS (9 PLACED AROUND PERMITER, PER THE 9 TRIBES ON THE PENISULA) SO THAT NO PORTION OF FOOTING IS ACCESSIBLE FROM ROAD, NOR ANY PART OF THE RAISED ROUDABOUT 10/29/2025 9:20 [1] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- clarify - per OR Area 3 maintenance - MASH Testing Requirements Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) Suggest CREO review (link) and clarify which WSDOT sub program design element(s) this sign is subject to (Steve 1031) https://wsdot.wa.gov/publications/manuals/fulltext/M22-01/1105.pdf [11/7] sky: CREO to respond. CREO: 1105.01: No impact to roadway design, such as lane widths, shoulder widths, alignments, clear zone, etc. 1105.02: No changes to any existing elements 1105.02(1): Nothing to report on decorative monument 1105.03: No changes to roadway / path 1105.04: No Changes with new decortive structure 1105.05: NA - Decorative monument does not apply to WSDOT performance metrics 10/29/2025 9:22 [3] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- clarify - per OR Area 3 maintenance - Ease of maintenance - Pick eyes should stay on structures Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) [11/7] sky: we believe the pick eyes should be removed, they are not necessary after the sign has been installed; however, CREO to respond. CREO: The pick eyes are in place for installation purposes & can be removed once the sign is installed 10/29/2025 9:24 [3] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- clarify- per OR Area 3 maintenance - All hardware should be stainless - dissimilar metal reaction with steel or galvinzed Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) CONFIRMED - All HRDWR SS [11/7] sky: Agreed. 10/29/2025 9:26 [5] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- clarify - per OR Area 3 maintenance - channel should be wider surface will collect dirt Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) [11/7] sky: CREO to respond. CREO O&M report will detail cleaning proceedures Structure engineered as designed 10/29/2025 9:28 [5] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- clarify - per OR Area 3 maintenance - how is this secured to the concrete Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) (2) 6" DIA STD STEEL PIPE DIRECT EMBED IN CONCRETE - PER DESIGN [11/7] sky: CREO to respond. 10/29/2025 9:25 [8] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- clarify - per OR Area 3 maintenance - stainless Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) ALL HRDWR SS [11/7] sky: Agreed. 10/29/2025 9:29 [9] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- R - per OR Area 3 maintenance - stainless Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) ALL HRDWR SS [11/7] sky: Agreed. 10/29/2025 9:32 [11] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- clarify - per OR Area 3 maintenance - how is this skin attached Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) SS MECH FASTENERS - PER DESIGN [11/7] sky: CREO to respond. 10/29/2025 9:30 [13] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- clarify - per OR Area 3 maintenance - Font size and size of message Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) 5-1/4" Cap [11/17]: sky: Font height and leading is noted on the first page of the shop drawings with full size layouts provided to Creo for manufacture. 10/29/2025 9:31 [13] RS - Roundabout Sign 10.07.25_WC20251030.pdf DRW- R - per OR Area 3 maintenance - should state top side bottom section Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) [11/7] sky: CREO to respond. CREO O&M Report will detail sections Oct 30, 2025, 4:20 PM ““TM: NOTE the impact of views angles from the new CCTV camera with the addition of the larger sign.”” Timothy McCall Issue resolved within WSDOT - [2/19/2026 Thanks for following up. My concerns have been addressed. No further concerns from my end] 2/19/2026 Kumiko and Dylinn have sign illumination clarification Dylinn Wentz - OR Traffic Operations (SIGNS/PMS) The signs lighting will be powered from the service source at the center RAB. [2/19/26 - Steve]