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2022-11-09 Historic Preservation Commission Packeto Agenda VEdmonds Historic Preservation Commission }nyo SPECIAL MEETING COUNCIL CHAMBERS 250 5TH AVE NORTH, EDMONDS, WA 98020 NOVEMBER 9, 2022, 5:30 PM I. CALL TO ORDER AND ROLL CALL II. APPROVAL OF MINUTES 1. Approval of Minutes III. AGENDA ADDITIONS / CHANGES IV. REQUESTS FROM THE AUDIENCE V. NEW BUSINESS 1. Vice Chair Election 2. Member Reappointments 3. New Member Position for Professional Candidate 4. Discussion of Section 106: Review for Wireless Facility ECA Section 106 Review for Possible Wireless Facility Expansion at the Edmonds Center for the Arts VI. UNFINISHED BUSINESS 1. Calendars Final Comments VII. ACTION ITEMS VIII. COMMISSION CHAIR COMMENTS IX. COMMISSIONER COMMENTS X. ADJOURNMENT Edmonds Historic Preservation Commission Agenda November 9, 2022 Page 1 2.1 Historic Preservation Commission Agenda Item Meeting Date: 11/9/2022 Approval of Minutes Staff Lead: Michele Szafran Department: Planning Division Prepared By: Michelle Martin Background/History N/A Staff Recommendation Approve minutes from the October 13th meeting. Narrative October 13th Draft meeting minutes attached. Attachments: HPC221013d Packet Pg. 2 2.1.a CITY OF EDMONDS HISTORIC PRESERVATION COMMISSION Summary Minutes of Virtual Meeting October 13, 2022 CALL TO ORDER AND ROLL CALL Vice Chair Vogel called the meeting of the Edmonds Historic Preservation Commission to order at 5:33 p.m. Commissioners Present Larry Vogel (Vice Chair/Chair) David Preston Tim Raetzloff Jeremy Mitchell Sam Spencer Chris Deiner-Karr Commissioners Absent Katie Kelly MINI TTF, C 1. Approval of September 8, 2022 HPC Minutes Staff Present Michele Szafran, Planner Others Present Dave Teitzel, Edmonds City Council Representative The September 8, 2022 HPC minutes were approved as presented. AGENDA ADDITIONS/CHANGES None. REQUESTS FROM THE AUDIENCE There were no audience comments. NEW BUSINESS 1. HPC Chair Resignation/Election Historic Preservation Commission Meeting Minutes October 13, 2022 Pagel of 3 Packet Pg. 3 2.1.a Vice Chair Vogel reported that Annie Doyon had resigned from the Commission so they needed to choose a new Chair. Larry Vogel was unanimously elected as Chair. UNFINISHED BUSINESS 1. Walking Tour — Fall & Holiday Markets — Chair Vogel reported that May is Historic Preservation Month. He proposed that they gear up for a walking tour in the spring on weekends in conjunction with the opening of the markets. There was general agreement. 2. Preservationist Newsletter — Chair Vogel recommended timing the production of the newsletter release to announce that the walking tours would be happening on weekends in the spring. There was consensus to proceed with this. ACTION ITEMS a� 1. Calendar assignments — There was discussion about possible topics and timing for the project. • Commissioner Spencer noted he was possibly interested in doing the theater, the hotel at 2nd and o Bell, and the weir on Shell Creek where the Yost spring water system originated. Councilmember Teitzel gave an update regarding the Shell Creek/weir project coming up next year. o L • Commissioner Deiner-Karr noted there are a lot of pictures on the FTP site. Commissioners will a select which ones they want to use, notify Commissioner Deiner-Karr, and come up with verbiage. a Some suggestions she had were the center of Edmonds where the fountain is now, tree pictures, and M the old laundry/Demetri's. o • There was discussion about confirmation of dates. Commissioner Kelly was selected to review dates N and times. Ms. Szafran will contact the printer regarding dates/deadlines. a • There was agreement to get the calendar camera-ready by October 31. _ COMMISSION CHAIR COMMENTS Chair Vogel thanked everyone for being here. He is working on some ideas for the New Year to renew the Commission's focus and refresh their mission. He is open to any ideas others might have. COMMISSIONER COMMENTS Commissioner Spencer reported back on the Art Corridor Commission. They are still defining their focus and have another meeting scheduled. Commissioner Deiner-Karr had no further comments. Chair Vogel thanked her for the work she has been doing and will be doing on the calendar. Commissioner Mitchell commented that as a new resident in Edmonds he is enjoying this calendar project. Councilmember Teitzel said he is looking forward to working with the Commission the rest of this year and next. Chair Vogel thanked him. Historic Preservation Commission Meeting Minutes October 13, 2022 Page 2 of 3 Packet Pg. 4 2.1.a Commissioner Preston noted that any house built 1972 or older is eligible for the Register. There is a lot more low -hanging fruit than there used to be, and it is growing each year. He recommended focusing on marketing the Register. Chair Vogel agreed said the need to first complete the calendar. Ms. Szafran asked about changing the date for the next meeting since she has a conflict. There was consensus to have a special meeting on November 9. Ms. Szafran announced that meetings going forward would be in - person since remote meetings will be ending. She will notify the Commission about the location when it has been determined. ADJOURNMENT The meeting was adjourned at 6:25 p.m. Historic Preservation Commission Meeting Minutes October 13, 2022 Page 3 of 3 Packet Pg. 5 Q Historic Preservation Commission Agenda Item Meeting Date: 11/9/2022 Section 106 Review for Possible Wireless Facility Expansion at the Edmonds Center for the Arts Staff Lead: Mike Clugston Department: Planning Division Prepared By: Michael Clugston Background/History This appears to be the first time the HPC has done a Section 106 review for a wireless communication facility. Staff Recommendation Staff is asking the HPC to provide comments regarding an anticipated wireless upgrade project at the Edmonds Center for the Arts. This is separate from any building permit review needed for the wireless installation which staff will review. There is only a 30-day window to provide Section 106 comment so there is some urgency to this request. Narrative The Edmonds Center for the Arts (ECA, old Edmonds High School) is on the Washington State Historic Register. Because Dish Wireless would like to add wireless antennas and equipment to the building, a Section 106 Review is required. Existing wireless antennas and equipment are located around the penthouse at the top of the ECA. An art deco screen wraps the area where these antennas are located on the west, north and south sides of the penthouse. Dish would add some antennas on the north and south facades behind the screening element. However, they would also add antennas and equipment to the east side of the penthouse and have proposed no screening. In addition to the Section 106 review, this project would be reviewed by staff through a building permit application, in accordance the City's wireless communication facilities code. The wireless code states the following about design for such facilities: To the extent feasible, additional antennas and equipment shall maintain the appearance intended by the original facility, including, but not limited to, color, screening, landscaping, camouflage, concealment techniques, mounting configuration, or architectural treatment. [ECDC 20.50.080.G] Standard practice would have staff identify this code language during building permit review. In this case, however, since Section 106 review is needed, it gives the opportunity for the HPC to comment and reiterate the critical need to screen new features on the east side of the ECA penthouse as the other sides are screened. A draft memo to this effect is included in the packet and the HPC should discuss the Packet Pg. 6 language in the memo and makes revisions as needed. Staff can work with the Chair to finalize the language and send it out before the 30-day comment deadline expires. Attachment 1 is A Citizen's Guide to Section 106 Review prepared by the Advisory Council on Historic Preservation. Attachment 2 are emails requesting City comment. Attachment 3 contains the project drawings from Dish Wireless showing their possible concept. Attachment 4 is a draft comment memo for the HPC's review. Attachment 5 contains aerial photos of the proposed project site. Attachments: Attachment 1- ACHP - Citizens Guide to Section 106 Attachment 2 - Request for Comments Attachment 3 - Project Drawings for Possible Dish Wireless installation at ECA Attachment 4 - draft City of Edmonds HPC comment on Dish wireless project at 410 4th Ave. N Attachment 5 - ECA photos and Proposal Elevations Packet Pg. 7 5.a 0DAYNMilIM4Li11J0C4lllKi701:1RIto] S146]:7:&I:l:19�910101 Protecting Historic Properties: A CITIZEN'S GUIDE TO SECTION 106 REVIEW y0 * O! ACMP Z V T P ��C PRESE�J WWW.ACHP.GOV Preserving America's Heritage Packet Pg. 8 5.a COVER PHOTOS: Clockwise, from top left- Historic Downtown Louisville, Kentucky; Section 106 consultation at Medicine Lake, California; bighorn sheep petroglyph in Nine Mile Canyon, Utah (photo courtesy Jerry D. Spangler); Worthington Farm, Monocacy Battlefield National Historic Landmark, Maryland (photo courtesy Maryland State Highway Administration). About the ACHP The mission of the Advisory Council on Historic Preservation (ACHP) is to promote the preservation, enhancement, and productive use of the nations historic resources and advise the President and Congress on national historic preservation policy. The ACHP, an independent federal agency, also provides a forum for influencing federal activities, programs, and policies that affect historic properties. In addition, the ACHP has a key role in carrying out the Preserve America program. The 23-member council is supported by a professional staff in Washington, D.C. For more information contact: Advisory Council on Historic Preservation 1100 Pennsylvania Avenue, NW, Suite 803 Washington, D.C. 20004 (202)606-8503 www.achp.gov Packet Pg. 9 5.a Introduction Proud of your heritage? Value the places that reflect your community's history? You should know about Section 106 review, an important tool you can use to influence federal decisions regarding historic properties. By law, you have a voice when a project involving federal action, approval, or funding may affect properties that qualify for the National Register of Historic Places, the nation s official list of historic properties. This guide from the Advisory Council on Historic Preservation (ACHP), the agency charged with historic preservation leadership within federal government, explains how your voice can be heard. Each year, the federal government is involved with many projects that affect historic properties. For example, the Federal Highway Administration works with states on road improvements, the Department of Housing and Urban Development grants funds to cities to rebuild communities, and the General Services Administration builds and leases federal office space. Agencies like the Forest Service, the National Park Service, the Bureau of Land Management, the Department of Veterans Affairs, and the Department of Defense make decisions daily 2 ADVISORY COUNCIL ON HISTORIC PRESERVATION about the management of federal buildings, parks, forests, and lands. These decisions may affect historic properties, including those that are of traditional religious and cultural significance to federally recognized Indian tribes and Native Hawaiian organizations. Projects with less obvious federal involvement can also have repercussions on historic properties. For example, the construction of a boat dock or a housing development that affects wetlands may also impact fragile archaeological sites and require a U.S. Army Corps of Engineers permit. Likewise, the construction of a cellular tower may require a license from the Federal Communications Commission and might compromise historic or culturally significant landscapes or properties valued by Indian tribes or Native Hawaiian organizations for traditional religious and cultural practices. These and other projects with federal involvement can harm historic properties. The Section 106 review process gives you the opportunity to alert the federal government to the historic properties you value and influence decisions about projects that affect them. Dust from vehicles may affect historic sites in Nine Mile Canyon, Utah. (photo courtesy Jerry D. Spangler, Colorado Plateau Archaeological Alliance) Packet Pg. 10 5.a What is Section 106 Review? In the National Historic Preservation Act of 1966 (NHPA), Congress established a comprehensive program to preserve the historical and cultural foundations of the nation as a living part of community life. Section 106 of the NHPA is crucial to that program because it requires consideration of historic preservation in the multitude of projects with federal involvement that take place across the nation every day. Section 106 requires federal agencies to consider the effects of projects they carry out, approve, or fund on historic properties. Additionally, federal agencies must provide the ACHP an opportunity to comment on such projects prior to the agency's decision on them. Section 106 review encourages, but does not mandate, preservation. Sometimes there is no way for a needed project to proceed without harming historic properties. Section 106 review does ensure that preservation values are factored into federal agency planning and decisions. Because of Section 106, federal agencies must assume responsibility for the consequences of the projects they carry out, approve, or fund on historic properties and be publicly accountable for their decisions. The National Soldiers Monument (1877) at Dayton (Ohio) National Cemetery was cleaned and conserved in 2009 as part of a program funded by the American Recovery and Reinvestment Act. (photo courtesy Department of Veterans Affairs) 4 ADVISORY COUNCIL ON HISTORIC PRESERVATION Understanding Section 106 Review Regulations issued by the ACHP spell out the Section 106 review process, specifying actions federal agencies must take to meet their legal obligations. The regulations are published in the Code of Federal Regulations at 36 CFR Pan 800,"Protection of Historic Properties;' and can be found on the ACHP's Web site at www.achp.gov. Federal agencies are responsible for initiating Section 106 review, most of which takes place between the agency and state and tribal or Native Hawaiian organization officials. Appointed by the governor, the State Historic Preservation Officer (SHPO) coordinates the state's historic preservation program and consults with agencies during Section 106 review. Agencies also consult with officials of federally recognized Indian tribes when the projects have the potential to affect historic properties on tribal lands or historic properties of significance to such tribes located off tribal lands. Some tribes have officially designated Tribal Historic Preservation Officers (THPOs), while others designate representatives to consult with agencies as needed. In Hawaii, agencies consult with Native Hawaiian organizations (NHOs) when historic properties of religious and cultural significance to them may be affected. To successfully complete Section 106 review, federal agencies must do the following: ► gather information to decide which properties in the area that may be affected by the project are listed, or are eligible for listing, in the National Register of Historic Places (referred to as "historic properties"); ► determine how those historic properties might be affected; / explore measures to avoid or reduce harm (`adverse effect') to historic properties; and 1, reach agreement with the SHPO/THPO (and the ACHP in some cases) on such measures to resolve any adverse effects or, failing that, obtain advisory comments from the ACHP, which are sent to the head of the agency. Packet Pg. 11 5.a What are Historic Properties? In the Section 106 process, a historic property is a prehistoric or historic district, site, building, structure, or object included in or eligible for inclusion in the National Register of Historic Places. This term includes artifacts, records, and remains that are related to and located within these National Register properties. The term also includes properties of traditional religious and cultural importance to an Indian tribe or Native Hawaiian organization, so long as that property also meets the criteria for listing in the National Register. The National Register of Historic Places The National Register of Historic Places is the nations official list of properties recognized for their significance in American history, architecture, archaeology, engineering, and culture. It is administered by the National Park Service, which is part of the Department of the Interior. The Secretary of the Interior has established the criteria for evaluating the eligibility of properties for the National Register. In short, the property must be significant, be of a certain age, and have integrity: Significance. Is the property associated with events, activities, or developments that were important in the past? With the lives of people who were historically important? With distinctive architectural history, landscape history, or engineering achievements? Does it have the potential to yield important information through archaeological investigation about our past? / Age and Integrity. Is the property old enough to be considered historic (generally at least 50 years old) and does it still look much the way it did in the past? During a Section 106 review, the federal agency evaluates properties against the National Register criteria and seeks the consensus of the SHPO/THPO/tribe regarding eligibility. A historic property need not be formally listed in the National Register in order to be considered under the Section 106 process. Simply coming to a consensus determination that a property is eligible for listing is adequate to move forward with Section 106 review. (For more information, visit the National Register Web site at www.cr.nps.gov/nr). When historic properties may be harmed, Section 106 review usually ends with a legally binding agreement that establishes how the federal agency will avoid, minimize, or mitigate the adverse effects. In the very few cases where this does not occur, 6 ADVISORY COUNCIL ON HISTORIC PRESERVATION the ACHP issues advisory comments to the head of the agency who must then consider these comments in making a final decision about whether the project will proceed. Section 106 reviews ensure federal agencies fully consider historic preservation issues and the views of the public during project planning. Section 106 reviews do not mandate the approval or denial of projects. SECTION 106: WHAT IS AN ADVERSE EFFECT? If a project may alter characteristics that qualify a specific property for inclusion in the National Register in a manner that would diminish the integrity of the property, that project is considered to have an adverse effect. Integrity is the ability of a property to convey its significance, based on its location, design, setting, materials, workmanship, feeling, and association. Adverse effects can be direct or indirect and include the following: ► physical destruction or damage ► alteration inconsistent with the Secretary of the Interiors Standards for theTreatment of Historic Properties ► relocation of the property ► change in the character of the property's use or setti ng I, introduction of incompatible visual, atmospheric, or audible elements ► neglect and deterioration ► transfer, lease, or sale of a historic property out of federal control without adequate preservation restrictions Packet Pg. 12 5.a Determining Federal Involvement If you are concerned about a proposed project and wondering whether Section 106 applies, you should first determine whether the federal government is involved. Will a federal agency fund or carry out the project? Is a federal permit, license, or approval needed? Section 106 applies only if a federal agency is carrying out the project, approving it, or funding it, so confirming federal involvement is critical. 8 ADVISORY COUNCIL ON HISTORIC PRESERVATION IS THERE FEDERAL INVOLVEMENT? CONSIDER THE POSSIBILITIES: Is a federally owned or federally controlled property involved, such as a military base, park, forest, office building, post office, or courthouse? Is the agency proposing a project on its land, or would it have to provide a right-of-way or other approval to a private company for a project such as a pipeline or mine? Is the project receiving federal funds, grants, or loans? If it is a transportation project, frequent sources of funds are the Federal Highway Administration, the Federal Transit Administration, and the Federal Railroad Administration. Many local government projects receive funds from the Department of Housing and Urban Development. The Federal Emergency Management Agency provides funds for disaster relief. Does the project require a federal permit, license, or other approval? Often housing developments impact wetlands, so a U.S. Army Corps of Engineers permit may be required. Airport projects frequently require approvals from the Federal Aviation Administration. Many communications activities, including cellular tower construction, are licensed by the Federal Communications Commission. Hydropower and pipeline development requires approval from the Federal Energy Regulatory Commission. Creation of new bank branches must be approved by the Federal Deposit Insurance Corporation. Packet Pg. 13 5.a Sometimes federal involvement is obvious. Often, involvement is not immediately apparent. If you have a question, contact the project sponsor to obtain additional information and to inquire about federal involvement. All federal agencies have Web sites. Many list regional or local contacts and information on major projects. The SHPO/THPO/tribe, state or local planning commissions, or statewide historic preservation organizations may also have project information. Once you have identified the responsible federal agency, write to the agency to request a project description and inquire about the status of project planning. Ask how the agency plans to comply with Section 106, and voice your concerns. Keep the SHPO/THPO/tribe advised of your interest and contacts with the federal agency. 0 ADVISORY COUNCIL ON HISTORIC PRESERVATION MONITORING FEDERAL ACTIONS The sooner you learn about proposed projects with federal involvement, the greater your chance of influencing the outcome of Section 106 review. Learn more about the history of your neighborhood, city, or state. join a local or statewide preservation, historical, or archaeological organ izati on. These organizations are often the ones first contacted by federal agencies when projects commence. If there is a clearinghouse that distributes information about local, state, tribal, and federal projects, make sure you or your organization is on its mailing list. Make the SHPO/THPO/tribe aware of your interest. Become more involved in state and local decision making. Ask about the applicability of Section 106 to projects under state, tribal, or local review. Does your state, tribe, or community have preservation laws in place? If so, become knowledgeable about and active in the implementation of these laws. Review the local newspaper for notices about projects being reviewed under other federal statutes, especially the National Environmental Policy Act (NEPA). Under NEPA, a federal agency must determine if its proposed major actions will significantly impact the environment. Usually, if an agency is preparing an Environmental Impact Statement under NEPA, it must also complete a Section 106 review for the project. Packet Pg. 14 5.a Working with Federal Agencies Throughout the Section 106 review process, federal agencies must consider the views of the public. This is particularly important when an agency is trying to identify historic properties that might be affected by a project and is considering ways to avoid, minimize, or mitigate harm to them. Agencies must give the public a chance to learn about the project and provide their views. How agencies publicize projects depends on the nature and complexity of the particular project and the agency's public involvement procedures. Public meetings are often noted in local newspapers and on television and radio. A daily government publication, the Federal Register (available at many public libraries and online at www.gpoaccess.gov/fr/index.html), has notices concerning projects, including those being reviewed under NEPA. Federal agencies often use NEPA for purposes of public outreach under Section 106 review. Federal agencies also frequently contact local museums and historical societies directly to learn about historic properties and community concerns. In addition, organizations like the National Trust for Historic Preservation (NTHP) are actively engaged in a number of Section 106 consultations on projects around the country. The NTHP is a private, non- profit membership organization dedicated to saving historic places and revitalizing Americas communities. Organizations 12 ADVISORY COUNCIL ON HISTORIC PRESERVATION like the NTHP and your state and local historical societies and preservation interest groups can be valuable sources of information. Let them know of your interest. When the agency provides you with information, let the agency know if you disagree with its findings regarding what properties are eligible for the National Register of Historic Places or how the proposed project may affect them. Tell the agency —in writing —about any important properties that you think have been overlooked or incorrectly evaluated. Be sure to provide documentation to support your views. When the federal agency releases information about project alternatives under consideration, make it aware of the options you believe would be most beneficial. To support alternatives that would preserve historic properties, be prepared to discuss costs and how well your preferred alternatives would meet project needs. Sharing success stories about the treatment or reuse of similar resources can also be helpful. Applicants for federal assistance or permits, and their consultants, often undertake research and analyses on behalf of a federal agency. Be prepared to make your interests and views known to them, as well. But remember the federal agency is ultimately responsible for completing Section 106 review, so make sure you also convey your concerns directly to it. Hangar 1, a historic dirigible hangar at Moffett Field at NASA Ames Research Center, California Packet Pg. 15 5.a Influencing Project Outcomes In addition to seeking the views of the public, federal agencies must actively consult with certain organizations and individuals during review. This interactive consultation is at the heart of Section 106 review. Consultation does not mandate a specific outcome. Rather, it is the process of seeking, discussing, and considering the views of consulting parties about how project effects on historic properties should be handled. To influence project outcomes, you may work through the consulting parties, particularly those who represent your interests. For instance, if you live within the local jurisdiction where a project is taking place, make sure to express your views on historic preservation issues to the local government officials who participate in consultation. I .. I Residents in the Lower Mid -City Historic District in New Orleans express their opinions about the proposed acquisition and demolition of their properties for the planned new Department of Veterans Affairs and Louisiana State University medical centers which would replace the facilities damaged as a result of Hurricane Katrina. 14 ADVISORY COUNCIL ON HISTORIC PRESERVATION You or your organization may want to take a more active role in Section 106 review, especially if you have a legal or economic interest in the project or the affected properties. You might also have an interest in the effects of the project as an individual, a business owner, or a member of a neighborhood association, preservation group, or other organization. Under these circumstances, you or your organization may write to the federal agency asking to become a consulting party. WHO ARE CONSULTING PARTIES? The following parties are entitled to participate as consulting parties during Section 106 review: / Advisory Council on Historic Preservation; ► State Historic Preservation Officers; / Federally recognized Indian tribes/THPOs; ► Native Hawaiian organizations; ► Local governments; and ► Applicants for federal assistance, permits, licenses, and other approvals. Other individuals and organizations with a demonstrated interest in the project may participate in Section 106 review as consulting parties "due to the nature of their legal or economic relation to the undertaking or affected properties, or their concern with the undertaking's effects on historic properties" Their participation is subject to approval by the responsible federal agency. Packet Pg. 16 5.a When requesting consulting party status, explain in a letter to the federal agency why you believe your participation would be important to successful resolution. Since the SHPO/THPO or tribe will assist the federal agency in deciding who will participate in the consultation, be sure to provide the SHPO/ THPO or tribe with a copy of your letter. Make sure to emphasize your relationship with the project and demonstrate how your connection will inform the agency's decision making. If you are denied consulting party status, you may ask the ACHP to review the denial and make recommendations to the federal agency regarding your participation. However, the federal agency makes the ultimate decision on the matter. Consulting party status entitles you to share your views, receive and review pertinent information, offer ideas, and consider possible solutions together with the federal agency and other consulting parties. It is up to you to decide how actively you want to participate in consultation. 16 ADVISORY COUNCIL ON HISTORIC PRESERVATION MAKING THE MOST OF CONSULTATION Consultation will vary depending on the federal agency's planning process and the nature of the project and its effects. Often consultation involves participants with a wide variety of concerns and goals.While the focus of some may be preservation, the focus of others may be time, cost, and the purpose to be served by the project. Effective consultation occurs when you: ► keep an open mind; ► state your interests clearly; ► acknowledge that others have legitimate interests, and seek to understand and accommodate them; ► consider a wide range of options; ► identify shared goals and seek options that allow mutual gain; and ► bring forward solutions that meet the agency's needs. Creative ideas about alternatives —not complaints — are the hallmarks of effective consultation. 17 Packet Pg. 17 5.a How the ACHP Can Help Under Section 106 review, most harmful effects are addressed successfully by the federal agency and the consulting parties without participation by the ACHP. So, your first points of contact should always be the federal agency and/or the SHPO/THPO. When there is significant public controversy, or if the project will have substantial effects on important historic properties, the ACHP may elect to participate directly in the consultation. The ACHP may also get involved if important policy questions are raised, procedural problems arise, or if there are issues of concern to Indian tribes or Native Hawaiian organizations. Whether or not the ACHP becomes involved in consultation, you may contact the ACHP to express your views or to request guidance, advice, or technical assistance. Regardless of the 18 ADVISORY COUNCIL ON HISTORIC PRESERVATION scale of the project or the magnitude of its effects, the ACHP is available to assist with dispute resolution and advise on the Section 106 review process. If you cannot resolve disagreements with the federal agency regarding which historic properties are affected by a project or how they will be impacted, contact the ACHP. The ACHP may then advise the federal agency to reconsider its findings. CONTACTING THE ACHP: A CHECKLIST When you contact the ACHPtry to have the following information available: ► the name of the responsible federal agency and how it is involved; ► a description of the project; ► the historic properties involved; and ► a clear statement of your concerns about the project and its effect on historic properties. If you suspect federal involvement but have been unable to verify it, or if you believe the federal agency or one of the other participants in review has not fulfilled its responsibilities under the Section 106 regulations, you can ask the ACHP to investigate. In either case, be as specific as possible. 19 Packet Pg. 18 5.a When Agencies Don't Follow the Rules A federal agency must conclude Section 106 review before making a decision to approve a project, or fund or issue a permit that may affect a historic property. Agencies should not make obligations or take other actions that would preclude consideration of the full range of alternatives to avoid or minimize harm to historic properties before Section 106 review is complete. If the agency acts without properly completing Section 106 review, the ACHP can issue a finding that the agency has prevented meaningful review of the project. This means that, in the ACHP's opinion, the agency has failed to comply with Section 106 and therefore has not met the requirements of federal law. A vigilant public helps ensure federal agencies comply fully with Section 106. In response to requests, the ACHP can investigate questionable actions and advise agencies to take corrective action. As a last resort, preservation groups or individuals can litigate in order to enforce Section 106. If you are involved in a project and it seems to be getting off track, contact the agency to voice your concern. Call the SHPO or THPO to make sure they understand the issue. Call the ACHP if you feel your concerns have not been heard. 20 ADVISORY COUNCIL ON HISTORIC PRESERVATION Following Through U� h i r Milton Madison Bridge over the Ohio River between Kentucky and Indiana (photo courtesy Wilbur Smith Associates/Michael Baker Engineers) After agreements are signed, the public may still play a role in the Section 106 process by keeping abreast of the agreements that were signed and making sure they are properly carried out. The public may also request status reports from the agency. Designed to accommodate project needs and historic values, Section 106 review relies on strong public participation. Section 106 review provides the public with an opportunity to influence how projects with federal involvement affect historic properties. By keeping informed of federal involvement, participating in consultation, and knowing when and whom to ask for help, you can play an active role in deciding the future of historic properties in your community. Section 106 review gives you a chance to weigh in when projects with federal involvement may affect historic properties you care about. Seize that chance, and make a difference! Packet Pg. 19 5.a Contact Information Advisory Council on Historic Preservation Office of Federal Agency Programs 1100 Pennsylvania Avenue, NW, Suite 803 Washington, D.C. 20004 Phone: (202) 606-8503 Fax: (202) 606-8647 E-mail: achp@achp.gov Web site: www.achp.gov The ACHP's Web site includes more information about working with Section 106 and contact information for federal agencies, SHPOs, and THPOs. National Association of Tribal Historic Preservation Officers P.O. Box 19189 Washington, D.C. 20036-9189 Phone: (202) 628-8476 Fax: (202) 628-2241 E-mail: info@nathpo.org Web site: www.nathpo.org National Conference of State Historic Preservation Officers 444 North Capitol Street, NW, Suite 342 Washington, D.C. 20001 Phone: (202) 624-5465 Fax: (202) 624-5419 Web site: www.ncthpo.org Forthe SHPO in your state, see www.ncshpo.org/find/index.htm 22 ADVISORY COUNCIL ON HISTORIC PRESERVATION National Park Service Heritage Preservation Services 1849 C Street, NW (2255) Washington, D.C. 20240 E-mail: NPS_HPS-info@nps.gov Web site: www.nps.gov/history/hps National Register of Historic Places 1201 Eye Street, NW (2280) Washington, D.C. 20005 Phone: (202) 354-221 1 Fax: (202) 371-6447 E-mail: nr_info@nps.gov Web site: www.nps.gov/history/nr National Trust for Historic Preservation 1785 Massachusetts Avenue, NW Washington, D.C. 20036-21 17 Phone: (800) 944-6847 or (202) 588-6000 Fax: (202) 588-6038 Web site: www.preservationnation.org The National Trust has regional offices in San Francisco, Denver, Fort Worth, Chicago, Boston, and Charleston, as well as field offices in Philadelphia and Washington, D.C. Office of Hawaiian Affairs 71 1 Kapi'olani Boulevard, Suite 500 Honolulu, HI 96813 Phone: (808) 594-1835 Fax: (808) 594-1865 E-mail: info@oha.org Web site: www.oha.org 23 Packet Pg. 20 5.a *� Ohio Department ofTransportation workers made an unanticipated f archaeological discovery while working just Y _ north of Chillicothe along state Route 104. p ti• It is a remnant of an Ohio & Erie Canal viaduct. (photo courtesy Bruce W.Aument, Staff Archaeologist, ODOT/Office of Environmental Services) 24 ADVISORY COUNCIL ON HISTORIC PRESERVATION ('a 25 Packet Pg. 21 5.a TO LEARN MORE For detailed information about the ACHP Section 106 review process, and our other activities, visit us at www.achp.gov or contact us at: Advisory Council on Historic Preservation 1100 Pennsylvania Avenue, NW, Suite 803 Washington, D.C. 20004 Phone: (202) 606-8503 Fax: (202) 606-8647 E-mail: achp@achp.gov WWW.ACHRGOV 5°� * Cot/A,, ACNP Z Zi'r0, P'SERO Preserving America's Heritage jQk Printed on paper made with an average of 100% recycled fiber and an average of 60% post -consumer waste Packet Pg. 22 5.b From: Jessica Potter <j.potter@trileaf.com> Sent: Wednesday, October 26, 2022 9:25 AM To: Clugston, Michael Subject: Local Government Consultation - SESEA00426D Attachments: CLG - SESEA00426D.pdf Follow Up Flag: Follow up Flag Status: Flagged Good afternoon, I am contacting you regarding a NEPA review on a proposed telecommunications project in Edmonds, WA. As part of our property consultation, we invite the local government to comment, if desired, on the potential effects the project might have on historic properties, as required by Section 106 of the National Historic Preservation Act. Please note, this invitation to comment is separate from any local planning/zoning process that may apply to this project. If you wish to comment or be considered a consulting party, please respond within thirty (30) days of the date of this letter. Thank you for your time and assistance. Thank you, Jessica Potter Project Scientist I TRILEAF environmental architecture engineering 2121 W. Chandler Blvd, Suite 108 Chandler, AZ 85224 Office: (480) 850-0575 Packet Pg. 23 5.b From: towernotifyinfo@fcc.gov Sent: Tuesday, November 1, 2022 11:46 AM To: Clugston, Michael Subject: Section 106 New Filing Submitted- Email ID #7642689 Follow Up Flag: Follow up Flag Status: Flagged The following new Section 106 filing has been submitted: File Number: 0010263323 TCNS Number: 257824 Purpose: Collocation Submission Packet Has the Communications Tower or Non -Tower Structure been the subject of SHPO/THPO review? No Notification Date: 7AM EST 11/02/2022 Applicant: DISH Wireless LLC Consultant: Trileaf Corporation Positive Train Control Filing Subject to Expedited Treatment Under Program Comment: No Site Name: SESEA00426D Site Address: 410 4th Avenue North Detailed Description of Project: Dish Wireless proposes to install antennas at a CL ht of 48'8" behind proposed FRP screens on an existing 36' 4" building (61' 4" overall ht). Associated equipment is to be mounted on an existing penthouse wall. No ground disturbance anticipated. Site Coordinates: 47-48-51.4 N, 122-22-31.3 W City: Edmonds County: SNOHOMISH State:WA Lead SHPO/THPO: Washington State Department of Archaeology and Historic Preservation Consultant Contact Information: Name: Trileaf Corporation Title: Senior Project Archaeologist PO Box: Address: 2121 W Chandler Blvd Suite 108 City: Chandler State: AZ Zip: 85224 Phone: 480-850-0575 Fax: Email: i.potter@trileaf.com NOTICE OF FRAUDULENT USE OF SYSTEM, ABUSE OF PASSWORD AND RELATED MISUSE Use of the Section 106 system is intended to facilitate consultation under Section 106 of the National Historic Preservation Act and may contain information that is confidential, privileged or otherwise protected from disclosure under applicable laws. Any person having access to Section 106 information Packet Pg. 24 5.b shall use it only for its intended purpose. Appropriate action will be taken with respect to any misuse of the system. Packet Pg. 25 5.c &TR11EAF environmental architecture engineering 2121 West Chandler Boulevard, Suite 108, Chandler, Arizona 85224 - 480.850.0575 - www.trileaf.com October 26, 2022 City of Edmonds Planning Division Attn: Mr. Michael Clugston, Senior Planner 121 5' Avenue North Edmonds, WA 98020 Phone: (425) 771-0220 Email: Michael.clugston@edmondswa.gov RE: Dish Wireless — SESEA00426D / — Trileaf Project #713483 410 4th Avenue North, Edmonds, WA 98020 Snohomish County, Edmonds West Quadrangle (USGS) Latitude: 47' 48' 51.40" N, Longitude: 122' 22' 31.28" W Dear Mr. Clugston: Trileaf Corporation is in the process of completing a Section 106 Review at the referenced property. Our client proposes to install antennas at a centerline height of 48-feet 8-inches behind nronosed FRP screens on an existine 36-foot 4-inch building _(61-feet 4-inches overall height including an existing pole mount on top of the penthouse Proposed fiber and power cables are to extend from the antennas down to proposed equipment mounted on the penthouse wall, then down to an existing electrical room on the balcony level. No ground disturbance is anticipated. The site is located on the rooftop of a buildine surrounded by urbanized development off the east side of 4th Avenue North. The antenna will be licensed by the Federal Communications Commission (FCC). Our investigation includes determining if the site is contained in, on or within the viewshed of a building, site, district, structure or object, significant in American history, architecture, archaeology, engineering or culture, that is listed, or eligible for listing on the State or National Registers of Historic Places, or located in or on an Indian Religious Site. Trileaf is requesting information regarding this tower's potential effect on Historic Properties. All information received will be forwarded to the State Historic Preservation Office (SHPO) as part of the Section 106 review process. Additionally, this invitation to comment is separate from any local planning/zoning process that may apply to this project. If you wish to comment or be considered a consulting party, please respond within thirty (30) days of the date of this letter. If a response is not received within thirty (30) days, it will be assumed that you have no objections to this undertaking. A site topography map and aerial photograph are enclosed for your reference. Please call me at (480) 850-0575 or email j.potter@trilea£com if you need additional information or have any questions. Thank you for your assistance in this regard. Sincerely, '2 Jessica Potter Project Scientist Packet Pg. 26 5.c Edmonds West Quadrangle, Washington (2017) Contour Interval = 10 Feet Scale 1 Inch = —2,000 Feet Latitude : 47°48' 51.40" N, Longitude : 122' 22' 31.28" W Township: T27N Range: R3E Section: S24 North It Site Location ih * i 2.4. v s DALEY ST FE Sunset Beach AW r fm T0w ST DAYTDN S T ai► - MAKE Sf D sr _ wwznlur sr _72i-3 i int { w .vF ST ir ,4 I � •Y '^ � �7� s T Site Vicinity Map Dish Wireless — SESEA00426D CIOTRILEAF 410 4th Avenue North environmental architecture engineering Edmonds, WA 98020 Packet Pg. 27 5.c Site Location & Surrounding Properties Aerial Photographs (2021) Dish Wireless - SESEA00426D 410 4th Avenue North Edmonds, WA 98020 Site Location - - - - - I Conduits &TRILEAF environmental architecture engineering Packet Pg. 28 5.c wireless.. DISH Wireless L.L.C. SITE ID: SESEA00426D SCOPE OF WORK THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: SECTOR SCOPE OF WORK: • INSTALL (12) PROPOSED PANEL ANTENNAS (2 513 ANTENNAS AND 2 MICRO ANTENNAS PER SECTOR) • INSTALL (1) PROPOSED ANTENNA FRP SCREEN (ALPHA SECTOR) • INSTALL PROPOSED JUMPERS • INSTALL (12) PROPOSED RRUs (4 PER SECTOR) • INSTALL (3) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) (1 PER SECTOR) • INSTALL (2) PROPOSED POWER CABLES AND (2) PROPOSED FIBER CABLES INSIDE (2) 4"0 PVC CONDUITS (PER SECTOR) ROOFTOP SCOPE OF WORK: • INSTALL (1) PROPOSED WALL MOUNTED EQUIPMENT FRAME • INSTALL (1) PROPOSED BBU IN CABINET DISH Wireless L.L.C. SITE ADDRESS: INSTALL (1) PROPOSED EQUIPMENT CABINET • INSTALL (1) PROPOSED POWER CONDUIT 410 4TH AVE N • INSTALL INSTALL (1) (1) PROPOSED PROPOSED TELCO CONDUIT NEMA 3 TELCO—FIBER BOX • INSTALL (1) PROPOSED GPS UNIT • INSTALL (1) PROPOSED PPC CABINET AND SAFETY SWITCH (IF NECESSARY) EDMONDS, WA 98020 WASHINGTON CODE OF COMPLIANCE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES CODE TYPE CODE BUILDING 2018 IBC W/ W.A.C. AMENDMENTS MECHANICAL 2018 IMC W/ W.A.C. AMENDMENTS ELECTRICAL 2020 NEC W/ W.A.C. AMENDMENTS SHEET INDEX SHEET NO. SHEET TITLE T-1 TITLE SHEET A-1 OVERALL SITE PLAN A-2 ENLARGED BUILDING PLAN A-3 EQUIPMENT LAYOUT A-4 NORTH AND SOUTH ELEVATIONS A-5 EAST AND WEST ELEVATIONS A-6 EQUIPMENT LAYOUT AND ELEVATION A-7 EQUIPMENT DETAILS A-8 EQUIPMENT DETAILS S-1 EQUIPMENT SUPPORT FRAME DETIALS I S-2 EQUIPMENT SUPPORT FRAME DETIALS II S-3 STRUCTURAL DETAILS S-4 FRP SCREEN MODIFICATION DETAILS S-5 SCREEN SECTION AND ELEVATION E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES E-2 ELECTRICAL DETAILS E-3 ELECTRICAL ONE —LINE, FAULT CALCS & PANEL SCHEDULE G-1 GROUNDING PLANS AND NOTES G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS RF-1 RF CABLE COLOR CODE GN-1 LEGEND AND ABBREVIATIONS GN-2 GENERAL NOTES GN-3 GENERAL NOTES GN-4 GENERAL NOTES ,n� 111 -� ®��' stir■ ,Yw SITE PHOTO rfoil � EI n UNDERGROUND SERVICE ALERT - WASHINGTON 811 UTILITY NOTIFICATION CENTER OF WASHINGTON (800) 424-5555 WWW.WASHINGTON81 l .COM CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. 11 11x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: EDMONDS PUBLIC APPLICANT: DISH Wireless L.L.C. FACILITIES DISTRICT 5701 SOUTH SANTA FE DRIVE ADDRESS: 410 4TH AVE N LITTLETON, CO 80120 EDMONDS, WA 98020 SITE DESIGNER: CORE ONE CONSULTING USA COUNTY: SNOHOMISH 506 SECOND AVENUE, SUITE 1533 SEATTLE, WA 98104 LATITUDE (NAD 83): 47 48' 51 " N (206) 582-5060 47.81417 N LONGITUDE (NAD 83): 122' 22' 31 " W 122.3753 W SITE ACQUISITION: MIKE SLOTEMAKER ZONING JURISDICTION: CITY OF EDMONDS (206) 214-8954 ZONING DISTRICT: PUBLIC USE CONSTRUCTION MANAGER: DAVID DUFFY (425) 299-3121 PARCEL NUMBER: 27032400207100 RF ENGINEER: MEHMET CAN BALCI OCCUPANCY GROUP: ASSEMBLY GROUP A-3 (562) 552-2122 CONSTRUCTION TYPE: TYPE II POWER COMPANY: SNOPUD TELEPHONE COMPANY: T.B.D. DIRECTIONS DIRECTIONS FROM SEATTLE-TACOMA INTERNATIONAL AIRPORT: HEAD SOUTHEAST ON AIRPORT EXPRESSWAY TOWARD DEPARTURES DR, USE THE LEFT LANE TO KEEP LEFT, SLIGHT LEFT ONTO AIRPORT EXPRESSWAY, KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR WA-518 W/WA-509/BURIEN AND MERGE ONTO WA-518 W. MERGE ONTO WA-518 W. TAKE THE EXIT ONTO WA-509 N TOWARD SEATTLE, WA-509 N TURNS SLIGHTLY LEFT AND BECOMES HWY 99 N/E MARGINAL WAY S. KEEP LEFT TO STAY ON HWY 99 N. TAKE REPUBLICAN ST. EXIT, TURN LEFT ONTO 8TH AVE N. TURN RIGHT ONTO MERCER ST, KEEP LEFT AT THE FORK, MERGE ONTO 1-5 N, TAKE EXIT 177 TO MERGE ONTO WA-104 W/NE 205TH ST/LAKE BALLINGER WAY, CONTINUE ONTO 5TH AVE S, TURN LEFT ONTO PINE ST, TURN RIGHT AT THE 2ND CROSS STREET ONTO 3RD AVE S, TURN RIGHT ONTO 4TH AVE N, DESTINATION WILL BE ON LEFT. VICINITY MAP J!, 41 7- Edmonds Center For the .Arts s �ro SITE LOCATIONfO000 9)a ley St Daley St z Nale's BackflawTesting NO SCALE • wirel . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. �F Fo WASy� 56o5s O� �FGISTER�� \� FSSIONAL IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS-WA-98020 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 29 5.c / I � - I I I EXISTING BUILDING EXISTING BUILDING ADJACENT PARCEL: ADJACENT PARCEL: I I I I APN #: 27032400206400 APN #: 27032400224600 I I I / I I ZONING: HR (M) ZONING: T.B.D. I I I - EXISTING TREES (TYP) I TIO I L- CAROL WAY \ \ EXISTING PARKING LOT 1 — — — — — — — — \ I I I I PARCEL: \ \ \ APN : 27032400207100 IO O I I I \\ \ \ ZONING: T.B.D I I I \ \ \ I O EXISTING \ \ \ I O I BUILDING I \ \ \ I I I Z I I I EXISTING \ \ \ I El - - W BUILDING \ \ \ 1 I 2 A-5 Q I I \ \ \ I OI � L- 1 2 1 I I I \ \ I to I -------L---------------1\ 1 i I I - - - - - - - - - -L- - - - - - - - -- oo II \I I I i GLEN ST - I ----� I �I I I I Z I I I I II Lv II SEE BUILDING PLAN j ADJACENT PARCEL: Q i SHEET A-2) EXISTING I APN #: 1979200185 I I I I BUILDING ZONING: HR (M) I 1 2 I 2 I A-4 � I I BUILDING I / EXISTING EXISTING / / / BUILDING O BUILDING I I I / // // _ - = - I I I I ------ - - - - -- -- , I L-----------L---------- / / I I — — — — — — — — — — — — — — — — — — — — — — — - L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I L — — — — — — — — — — — — — — — — — — — — — DALEY ST - - - - - - - - - - - - - - - - - - - - - / - - - - - - - - - - - 7 / T I OVERALL SITE PLAN NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 32' 24' 16' 8' 0 32' 64' 1 1/32" = i '-0" WhieI/ 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 ,� CORE ONE CONSULTING USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 7 � 1 � ■ IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW B 12/20/2021 REVISED PER COMMEMS C 04/04/2022 REVISED PER COMMEMS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 Q U Lu m t O c x W LL N N O a L 0 Q) as 0 O m U) DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 30 5.c REFER TO EQUIPMENT LAYOUT ON A-6 FOR DETAILS I I 0 I 1 I I I I I I I I I10 I I I I EXISTING ROOFTOP EQUIPMENT (TYP) IDAR AZIA46jH 100. REFER TO ANTENNA LAYOUT ON A-3 FOR DETAILS PROPOSED DISH Wireless L.L.C. 4"0 PVC CONDUIT c/w POWER AND FIBER CABLES ON SLEEPERS (TYP 2 PER SECTOR, TOTAL 6) EXISTING BUILDING ROOFTOP I I I I REFER TO ANTENNA LAYOUT ON A-3 o FOR DETAILS �ofl ENLARGED ROOF PLAN NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0* MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. CONTRACTOR TO VERIFY WITH DISH Wireless L.L.C. C.M. THE LOCATION OF THE POWER AND FIBER SOURCE PRIOR TO CONSTRICTION. 4. UTILITY RUBBER MAT TO BE IN STALLED UNDER ALL DISH Wireless L.L.C. EQUIPMENT THAT IS RESTING ON OR AFFIXED TO ROOF MEMBRANE 5. ALL PANEL ANTENNAS, RRH'S AND MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING BUILDING. 6' 4' 2' 0 5' 10' wNMI 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 �F B.WAS !t 56058 O� �FGISTER�� \� FSS/ONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE ENLARGED ROOF PLAN SHEET NUMBER A-2 3/16"=1'-0' DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 31 5.c NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. oI � 00 o N PROPOSED DISH WIRELES: L.L.C. OVP DEVICE (TYP 1 PER SECTOR, TOTAL 3). REFER TO A-8 FOR DETA PROPOSED DISH Wireless L.L.C. RRU's MOUNTED TO WALL. REFER TO A-8 FOR DETAILS PROPOSED DISH Wireless L.L.C. ANTENNA WALL MOUNT, TYP. REFER TO A-8 FOR DETAILS 0 1 0 O PROPOSED DISH Wireless L.L.C. ANTENNAS (TYP 2 513 ANTENNAS AND 2 MICRO ANTENNAS PER SECTOR, TOTAL 12). REFER TO S-5 DETAIL 4 FOR ANTENNA MOUNT DETAILS • O b 0 �N2 Iva f 10$-lose a A - t10$-10" PROPOSED DISH Wireless L.L.C. ANTENNAS (TYP 2 5G ANTENNAS AND 2 MICRO ANTENNAS PER SECTOR, TOTAL 12). 0 • • o o REFER TO S-5 DETAIL 4 FOR ANTENNA Al o MOUNT DETAILS a MODIFY EXISTING ANTENNA SCREEN TO ALLOW FOR PROPOSED DISH Wireless 0 L.L.C. ANTENNA FRP SCREEN. REFER 0 TO S-4 FOR DETAILS 0 PROPOSED DISH Wireless L.L.C. ANTENNA WALL MOUNT, TYP. REFER TO A-8 FOR DETAILS PROPOSED DISH Wireless L.L.C. 4*0 PVC CONDUIT c/w POWER AND FIBER CABLES ON SLEEPERS (TYP 2 PER SECTOR, TOTAL 6). REFER A-8 FOR DETAILS PROPOSED DISH WIRELESS L.L.C. OVP DEVICE (TYP 1 PER SECTOR, TOTAL 3). REFER TO A-8 FOR DETAILS O 00 O 0 C3 C4 I N O 0 00 ANTENNA PLAN (ALPHA & GAMMA SECTOR) MODIFY EXISTING ANTENNA SCREEN TO ALLOW FOR PROPOSED DISH Wireless L.L.C. ANTENNA FRP SCREEN. REFER TO S-4 FOR DETAILS 12" 6" 0 1 ' 2' 3' 4' 5' 6' 7' 3/8"=1 '-0" SECTOR POSITION RRH NOTES 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION REDS FOR ALL RF DETAILS. 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. MANUFACTURER - MODEL NUMBER TECHNOLOGY ALPHA Al TA08025-B604 n70/n66 Al TA08025-B605 n70/n66 A2 TA08025-B604 n70/n66 A2 TA08025-B605 n70/n66 BETA B1 TA08025-B604 n70/n66 B1 TA08025-B605 n70/n66 B2 TA08025-B604 n70/n66 B2 TA08025-13605 n70/n66 GAMMA G1 TA08025-B604 n70/n66 G1 TA08025-B605 n70/n66 G2 TA08025-B604 n70/n66 G2 TA08025-B605 n70/n66 RRU SCHEDULE 3 PROPOSED DISH Wireless L.L.C. 4"0 PVC CONDUIT c/w POWER AND FIBER CABLES ON SLEEPERS (TYP 2 PER SECTOR, TOTAL 6). REFER A-8 FOR DETAILS PROPOSED DISH WIRELESS L.L.C. OVP DEVICE (TYP 1 PER SECTOR, TOTAL 3). REFER TO A-8 FOR DETAILS ANTENNA PLAN (BETA SECTOR) B4 B3 B2 B1 PROPOSED DISH Wireless L.L.C. ANTENNAS (TYP 2 5G ANTENNAS AND 2 MICRO ANTENNAS PER SECTOR, TOTAL 12). REFER TO A-8 FOR DETAILS PROPOSED DISH Wireless L.L.C. RRU's MOUNTED TO WALL. REFER TO A-8 FOR DETAILS UTILIZE EXISTING ANTENNA WALL MOUNTS FOR PROPSOED DISH Wireless L.L.C. ANTENNAS. REFER TO S-3 FOR DETAILS SE§,g-AA` /M�'h 100• PROPOSED DISH Wireless L.L.C. RRU's MOUNTED TO WALL. REFER TO A-8 FOR DETAILS 4' 2' 0 4' 8' 1 /4"=1 '-0" SECTOR POSITION ANTENNA TRANSMISSION CABLE EXISTING OR PROPOSED MANUFACTURER - MODEL NUMBER TECHNOLOGY SIZE (HxW) AZIMUTH RAD CENTER FEED LINE TYPE AND LENGTH ALPHA Al PROPOSED MX08FR0665-20 VOF 5G 72.0" x 20.0" 0' 46'-8" (2) POWER CABLES (2) FIBER CABLES (30' LONG t) A2 PROPOSED MX08FR0665-20 VOF 5G 72.0" x 20.0" 0' 46'-8" A3 PROPOSED CCI-HPA45F-TE2AA MICRO 25.9" x 15.9se 0' 44'-8" A4 PROPOSED CCI-HPA45F-TE2AA MICRO 25.9" x 15.9" 0' 46'-8" BETA B1 PROPOSED MX08FR0665-20 VOF 5G 72.0" x 20.0" 100' 46'-8" (2) POWER CABLES (2) FIBER CABLES (50' LONG f) B2 PROPOSED MX08FR0665-20 VOF 5G 72.0" x 20.0" 100' 46'-8" B3 PROPOSED CCI-HPA45F-TE2AA MICRO 25.9" x 15.9se 100' 44'-8" B4 PROPOSED CCI-HPA45F-TE2AA MICRO 25.9" x 15.9se 100, 46'-8" GAMMA Cl PROPOSED MX08FR0665-20 VOF 5G 72.0" x 20.0" 200' 46'-8" (2) POWER CABLES (2) FIBER CABLES (105' LONG t) C2 PROPOSED MX08FR0665-20 VOF 5G 72.0" x 20.0" 200' 46'-8" C3 PROPOSED CCI-HPA45F-TE2AA MICRO 25.9" x 15.9m 200' 44'-8" C4 PROPOSED CCI-HPA45F-TE2AA I MICRO 25.9" x 15.9se 200' 1 46'-8" ANTENNA SCHEDULE 2 E r 41ws ti wirel 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. 4F WAS 56058 O� �FGISTERE� \� FSS NA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE ANTENNA PLAN, ELEVATION AND SCHEDULE SHEET NUMBER A-3 DISH Wireless L.L.C. TEMPLATE VERSION 40 - 08/13/2021 Packet Pg. 32 5.c MODIFY EXISTING ANTENNA SCREEN TO ALLOW FOR PROPOSED DISH Wireless L.L.C. ANTENNA FRP SCREEN PROPOSED DISH WIRELESS, LLC. ANTENNA (TYP 2 5G ANTENNAS AND 2 MICRO ANTENNAS PER SECTOR, TOTAL 12). REFER TO A-8 FOR DETAILS PROPOSED DISH Wireless L.L.C. RRU's MOUNTED TO WALL. REFER TO A-8 FOR DETAILS PROPOSED DISH Wireless L.L.C. EQUIPMENT CABINET MOUNTED TO PENTHOUSE WALL. REFER TO S-1 AND S-2 FOR DETAILS EXISTING PENTHOUSE ROOF TOP ELEV. @ ±51'-10" AGL PROPOSED DISH WIRELESS ANTENNA RAD CENTER O f48'-8" AGL PENTHOUSE ROOF TOP ELEV. O t51'-1 RAD CENTER O NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0* MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ALL PROPOSED DISH Wireless L.L.C. EQUIPMENT, PANEL ANTENNAS AND FRP SCREENING WILL BE PAINTED TO MATCH EXISTING BUILDING. EXISTING BUILDING PARAPET 37'-4" AGL EXISTING BUILDING ROOF 36'-4" AGL GRADE 0' — 0' 12' 8' 4' 0 10' 20' BUILDING NORTH ELEVATION NOTES EXISTING EQUIPMENT PROPOSED DISH WIRELESS, LLC. ANTENNA (TYP 2 5G ANTENNAS AND 2 MICRO ANTENNAS PER SECTOR, TOTAL 12). REFER TO A-8 FOR DETAILS BUILDING SOUTH ELEVATION 0 PROPOSED DISH Wireless L.L.C. EQUIPMENT CABINET MOUNTED TO PENTHOUSE WALL. REFER TO S-1 AND S-2 FOR DETAILS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F1 11IF1JAI II I I IF1 1111IIJ F] 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ALL PROPOSED DISH Wireless L.L.C. EQUIPMENT, PANEL ANTENNAS AND FRP SCREENING WILL BE PAINTED TO MATCH EXISTING BUILDING. EXISTING BUILDING PARAPET 37'-4" AGL EXISTING BUILDING ROOF 36'-4" AGL GRADE 0' - 0' 12' 8' 4' 0 10' 20'ii I 2 wirel . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. 4F WAS !t 56058 O� �'GISTERE� \� FSS/ONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE NORTH AND SOUTH ELEVATIONS SHEET NUMBER A-4 3/32"=1 '-0' DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 33 5.c PROPOSED DISH WIRELESS, LLC. ANTENNA (TYP 2 513 ANTENNAS AND 2 MICRO ANTENNAS PER SECTOR, TOTAL 12). REFER TO A-8 FOR DETAILS EXISTING PENTHOUSE ROOF TOP ELEV. @ f51'-10" AGL PROPOSED DISH WIRELESS ANTENNA RAD CENTER O t48'-8' AGL PROPOSED DISH Wireless L.L.C. RRU's MOUNTED TO WALL. REFER TO A-8 FOR DETAILS EXISTING EQUIPMENT EXISTING WALL MOUNTED EQUIPMENT I J I I II I II I BUILDING EAST ELEVATION BUILDING WEST ELEVATION PROPOSED DISH WIRELESS, LLC. ANTENNA (TYP 2 5G ANTENNAS AND 2 MICRO PROPOSED DISH Wireless L.L.C. UTILITY H—FRAME PROPOSED DISH Wireless L.L.C. VERTICAL CABLE TRAY FOR POWER AND FIBER CABLE ROUTING UP TO PENTHOUSE PROPOSED DISH Wireless L.L.C. EQUIPMENT CABINET MOUNTED TO PENTHOUSE WALL. REFER TO S-1 AND S-2 FOR DETAILS NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0* MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ALL PROPOSED DISH Wireless L.L.C. EQUIPMENT, PANEL ANTENNAS AND FRP SCREENING WILL BE PAINTED TO MATCH EXISTING BUILDING. EXISTING BUILDING PARAPET 37'-4" AGL EXISTING BUILDING ROOF 36'-4" AGL GRADE 0' —0' 12' 8' 4' 0 10' 3 /32"=1 '-0" NOTES 20' 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. iUPUSLU UISH Wireless LLC. EQUIPMENT, ANTENNAS AND FRP SCREENING WILL BE D TO MATCH EXISTING BUILDING. 'ING BUILDING PARAPET 37'-4" AGL LISTING BUILDING ROOF 36'-4" AGL 12' 8' 4' 0 GRADE 0' —0' 10' 20'ii I 2 S11 wirel . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 `, CORE ONE 1 CONSULTING USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. FFA �P� F A C, 0 y� e y 56058 O� �FGI ST E \� FSSIONAL IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE EAST AND WEST ELEVATIONS SHEET NUMBER A-5 U W d s 0 .N 0 a x w LL N N d d Z .N 0 a `0 3 co 0 _ 0 d W 3/32"=1 '-0" DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 34 5.c PE EXISTING MAIN ROOF 2 EXISTING PENTHOUSE • toROOFACCESS LADDER I PROPOSED DISH Wireless L.L.C. POWER AND FIBER CABLES ROUTED TO THIS •�/ • SIDE OF CABINET 0 • PROPOSED DISH WIRELESS, LLC. EQUIPMENT CABINET MOUNTED TO PENTHOUSE WALL. REFER TO A-7 FOR EQUIPMENT DETAILS AND S-1 AND S-2 FOR FRAME DETAILS N vs I s N wl -n I1 II II II II EXISTINGNTHOUSU ROOF ROOF 1 II 0II 111 I PROPOSED DISH WIRELESS, LLC. FIBER NID, IF REQUIRED. REFER TO A-7 FOR DETAILS PROPOSED DISH Wireless L.L.C. POWER PROTECTIVE CABINET PROPOSED DISH Wireless L.L.C. 4"0 PVC CONDUIT c/w POWER AND FIBER CABLES ON SLEEPERS (TYP 2 PER SECTOR, TOTAL 6). REFER TO A-8 FOR DETAILS C-��) EQUIPMENT LAYOUT NO SCALE I 1 PROPOSED DISH Wireless L.L.C. VERTICAL CABLE TRAY FOR POWER AND FIBER CABLE ROUTING UP TO PENTHOUSE PROPOSED DISH Wireless L.L.C. POWER PROTECTIVE CABINET. REFER TO A-7 FOR DETAILS PROPOSED DISH Wireless L.L.C. 200AMP CHECK METER. REFER TO A-7 FOR DETAILS Cs711 100000001 000000000 0000000 PROPOSED DISH WIRELESS, LLC. FIBER NID, IF REQUIRED. REFER TO A-7 FOR DETAILS PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE. REFER TO A-8 FOR DETAILS D ❑• �7 n • EQUIPMENT ELEVATION NOTE 1. EQUIPMENT CABINET OMITTED FOR CLARITY PROPOSED DISH WIRELESS, LLC. WOOD PLATFORM. TYP. OF 2. REFER TO S-2 FOR DETAILS PROPOSED DISH WIRELESS, LLC. EQUIPMENT CABINET MOUNTED TO PENTHOUSE WALL. REFER TO A-7 FOR EQUIPMENT DETAILS AND S-1 AND S-2 FOR FRAME DETAILS L_ NO SCALE I 2 (j S wheel 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r- COREI ONE CONSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 W j , ♦� ♦ 4M IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE EQUIPMENT LAYOUT AND ELEVATION SHEET NUMBER A-6 a DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 35 5.c CHARLES INDUSTRY HEX CHARLES INDUSTRY 00 ° °40 E—MON D—MON SMART METER CUBE—PM639155N4 LT-97-002422 PLINTH KIT CLASS 3200 • DIMENSIONS (HxWxD): 74"x32"02" DIMENSIONS (HxWxD) 6"02"02" DIMENSIONS (HxWxD) 6"x6"x4.5" POWER PLANT: —48VDC ABB/60OW \ NOTE: GASKET AND MOUNTING HARDWARE INCLUDED WEIGHT N/A TOTAL WEIGHT (EMPTY) 408 LBS BLAH Li wirel O 0 0 0 5701 SOUTH SANTA FE DRIVE I op ° ° LITTLETON, CO 80120 O a a O PLAN ° ° p 00 00 00 00 00 0 0 rl,- CORE ONE 0 0 O O CONSULTING USA a Q ° ° Q FRONT/� �1QELLI Q = _ = Q 506 SECOND AVE, SUITE 1533 FRONT SEATTLE, WA 98104 R o .N EKE FRONT a x w CABINET DETAIL No SCALE PLINTH KIT DETAIL NO SCALE 2 METER BANK DETAIL No SCALE 3 u- ZAYO 5RU (LEFT SWING DOOR) CHARLES CFIT—PF2020DSH 1 RAYCAP PPC L FIBER NID ENCLOSURE FIBER TELCO ENCLOSURE RDIAC-2465—P-240—MTS DIMENSIONS (HxWxD) 36.1 "x29"x12.9" OQ OQ » » ENCLOSURE DIMS (HxWxD) 20 x20 x9 ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 PF B . F of as Q� W ti�ti� F� u, a° WEIGHT 85 Ibs OO O O WEIGHT: 80 Ibs ° ENCLOSURE WEIGHT 20 Ibs BOTTOM MOUNTING WALL OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G o ssosa o �� - 6058 > ) FSS�O N A cc COMPLIANCE TYPE 4 ® ® ® ®® ® FRONT 0 0 El U Q °°° 0 0 w O O 0 0 c IT IS A VIOLATION OF LAW FOR ANY PERSON, e e e ® 0 O UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, y TO ALTER THIS DOCUMENT. ®®® ayi ® ® ® DRAWN BY: CHECKED BY: APPROVED BY: L ®®® AF LC ML N 0 0 ® ® ® 0 o ® 0 0 RFDS REV #: — — — 0 � o 0 0 o e o O O O (A O O CONSTRUCTION a o EWA am mow° f&K mow BACK FRONT DOCUMENTS 3 FIBER NID ENCLOSURE DETAIL No SCALE 4 FIBER TELCO ENCLOSURE DETAIL No SCALE 5 POWER PROTECTION CABINET (PPQ DETAIL No SCALE 6 SUBMITTALS 0 REV DATE DESCRIPTION a A t 2/t 0/2021 ISSUED FOR REVIEW P C T E L M GPSGL—TMG—SPI-40NCB 1.75"� 1.60"� 8 t2/2o/2o2t RE1nsED PER cOIdMEIVTs MINIMUM OF 75X OR C 04/04/2022 REVISED PER COMMEM 270' IN ANY DIRECTION DIMENSIONS (DIAxH) MM/INCH 81 x184mm 0 3.2"x7.25" r a GPS WEIGHT W/ACCESSORIES 075 Ibs E CONNECTOR N—FEMALE A&E PROJECT NUMBER FREQUENCY RANGE 1590 f 30MHz 49, Nb,y�N a �ivs �'Qgp�G SESEA00426D s CUI2PSM6P4XXX CUI2PSM9P6XXX DISH Wireless L.L.C. PROJECT INFORMATION (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) GPS UNIT BESTRu WON MUST SESEA00426D 1.41»� 410 4TH AVE N EDMONDS_WA_98020 o o 4 0 0 TITLE OSHEET 0 0 eFNo2;M� EQUIPMENT DETAILS s CUI2PSM9P8XXX SHEET NUMBER K �1QE (8 AWG CONDUCTORS) A-7 GPS MINIMUM SKY VIEW REQUIREMENTS No SCALE 7 GPS DETAIL No SCALE 8 CABLES UNLIMITED HYBRID CABLE No SCALE 9 MINIMUM BEND RADIUSES DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 36 5.c " ROUND • - 6.0" 60' ANGLE FUJITSU DUAL BAND FUJITSU TRIPLE BAND COMMSCOPE MOUINT WILL FIT LEGS UP T0: TA08025-13604 TA08025-13605 RR-FA2 EXT - 5.6 JMA CCI RAYCAP RDIDC-9181-PF-48 MX08FRO665-21 HPA45F-TE2AA DC SURGE PROTECTION DIMENSIONS (HxWxD) 72"x20.0"x8.0" RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE ELAH DIMENSIONS (HxWxD) 25.9"x15.9"x8.1" RF PORTS, CONNECTOR TYPE 6 x 4.3-10 FEMALE DIMENSIONS (HxWxD) WEIGHT 18.98"x14.39"x8.15" 21.82 LBS ��P °F _ �FFF BAyc WEIGHT 64.5 The " WEIGHT 18.3 Ibs PLAN PLC pF�60 8 FSSIONA1-�� WEIGHT WITH BRACKETS 82.5 Ibs WEIGHT WITH BRACKETS 28.1 Ibs 0 co Q IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: co AF LC M L � 10 o RFDS REV #: --- �lQE F.BQdI ' CONSTRUCTION MONT MONT DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW D U R A - B LO K D B 2 0 8 12/20/2021 REVISED PER COMMEMs ROOFTOP CABLE SUPPORT MOUNTING BOLT MOUNTED IN MOUNTING PLATE OF RRH (TYP) C 04/04/2092 WASED PER COMMEMS 5" DIMENSIONS (HxWxL) 5"x6"x20.2" a CLAMPING NUT WITH REGULAR WEIGHT/ VOLUME 10.63 LBS SPRING OR APPROVED EQUAL (TYP) E ULTIMATE LOAD CAPACITY 1000 LBS a A&E PROJECT NUMBER NOTE: NON -PENETRATING EXISTING WALL SESEA00426D EPDXY CAPSULE DISH Wireless L.L.C. PIPE CLAMP OR APPROVED N LLEQUAL OO PROJECT INFORMATION CABLE BOLT 3 EXPANSION N ANCHOR OR SESEA00426D = STEEL 117 CHANNEL rp) (pi --------- - ---------- --------------------- - APPROVED EQUAL ---------- -------------------------------- 410 4TH AVE N RUBBER 11 11 [-LEDMONDS_WA_98020 SUPPORT UNISTRUT ON EXISTING WALL ---------- ---------- SHEET TITLE co MOUNTING PLATE EQUIPMENT DETAILS RRU/OVP SHEET NUMBER PLC FRONTS EQUIPMENT A-8 ROOFTOP CABLE SUPPORT DETAIL NO SCALE 7 RRH f OVP UNISTRUT WALL MOUNT DETAIL NO SCALE 8 NOT USED NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 40 - 08/13/2021 Packet Pg. 37 5.c EXISTING CONCRETE WALL PROPOSED DISH WIRLESS, PL 6mm LLC. EQUIPMENT CABINET. END CAP REFER TO A-7 FOR DETAILS S-2 ❑ ❑ 1'-2" MAX WEIGHT =14001bs _ 0 0 1* =x N N 0 0o S-2 o a a 1 /4" END CAP--,, 10 Fh I I 4'-0" WOOD PLATFORM NOT SHOWN FOR CLARITY. REFER TO S-2 FOR DETAILS EQUIPMENT FRAME SECTION 8" REFER TO NOTE 1 6 I m CAULK AROUND TOP AND SIDES, TYP. 3/4" DIA. THREADED ROD (ASTM Gr B7 RODS). FASTEN WITH HILTI HIT-HY 200 ADHESIVE SYSTEM, EMBED 4", TYP. 12" 9" 6" 3" 0 1 21 1 NOTES 1. CONTRACTOR TO SITE VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 2. PROVIDE VENT HOLES AS REQUIRED FOR GALVANIZING. 3. ALL WELDS TO BE SEALED. 4. ANCHOR EQUIPMENT CABINET AS PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO VERIFY EXACT EQUIPMENT MODEL USED AND VERIFY ANCHOR HOLE LOCATIONS PRIOR TO FABRICATION 2'-3" pzg co W � O � � _ O i ------------ i� EQUIPMENT FRAME PLAN L 4"x4"x 1 /4" EXISTING CONCRETE WALL OUTLINE OF PROPOSED DISH WIRLESS, LLC. EQUIPMENT CABINET. REFER TO A-7 FOR DETAILS REFER TO DETAIL 7 ON S-2 FOR CABINET MOUNTING DETAILS ANCHOR HOLE TO SUIT, TYP. 12" 9" 6" 3" 0 1 1 /2"=1'-0" 1' 2 (i S wirel . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. 4F WAS '5 58 O� �FGISTER�� \� FSSIONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE EQUIPMENT FRAME DETAILS I SHEET NUMBER S.1 a U w a� 0 .N x w r LL _a) L d N 0 a L 0 r C 0 r a U w 0 in N L 0 0 a 0 �3 �a 0 0 a` M c m E R r r a c a� E t u a "=1'- DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 38 5.c • a 1 1/2" 9" PL 1/4" END CAP 3/4" DIA. THREADED ROD (ASTM Gr B7 RODS). FASTEN WITH HILTI HIT—HY 200 ADHESIVE SYSTEM, EMBED 50 9 TYP. PL 5/8"x8x1'-0" 6V v... HSS 4"x102x6mm HSS 4"x4"0/8" 1 /2" DIA. A325 BOLTS, TYP. 4" k4"x1 /4" 4" CONNECTION PLATE PLATE CONNECTION DETAIL NO SCALE CONNECTION DETAIL NO SCALE 2 HSS 4"x4"x3/8" L 4"x4"x 1 /4" 1 /4" V TYP. HSS 4"x4"x3/8" it 3/4" DIA. THREADED ROD (ASTM Gr B7 RODS). FASTEN WITH HILTI HIT—HY 200 ADHESIVE SYSTEM, co 1 /2" DIA. EMBED 5 325 BOLTS, PL 5/8"x8x1'-0" P. PL 1 /4"x4"x4" N 1 /4" HSS 4"x4"x3/8" 1 /4" CONNECTION DETAIL NO SCALE 4 CONNECTION DETAIL NO SCALE 5 v 3'-3" v DISH WIRELESS, LLC. UIPMENT CABINET UIPMENT CABINET TO BE CHORED WITH A THRU—BOLT DRILL AND TAP S 4"x4"0/8" 1/4"x3"x3" WASHER CABINET MOUNTING DETAIL NO SCALE 1 7 11 m I M RUBBER MAT BELOW 3'-0" WOOD PLATFORM LAYOUT L 3"x3"x1/4" 1 /2" DIA. A3,' BOLTS, TYP. L 4"x4"x 1 /4" HSS 4"x4"x3/8" TYP.>--K--�' HSS 4"x4"x3/8" CONNECTION DETAIL S-2 3/8" 3/8" PL 3/8"4"4 1 /2" —,'-' 1 "#14R RAISED GALVANIZED METAL EXPANDED MESH. FASTEN TO PLATFORM WITH 38mm GALVANIZED U—NAILS AT 203mm 0/C EACH WAY #9 DECKING SCREW x64mm LG. , TYP. 2x6, TYP. 200 PERIMETER, TYP. #9 DECKING SCREW x64mm LG. , TYP. NO SCALE 1 8 T.O. EXISTING ROOF HSS 4"x4"x3/8" PL 1/4- CONNECTION PLATE 1 /4" END PLATE NO SCALE a, ° PL 5/8"x8"x1'-0" a a . a 3/4" DIA. THREADED ROD (ASTM Gr B7 RODS). FASTEN WITH HILTI HIT—HY 200 ADHESIVE a SYSTEM, EMBED 5", TYP. ° d C C J• a a N as a J• ° a CONNECTION DETAIL WOOD PLATFORM SECTION NO SCALE 24, TYP. 3 A 200 PERIMETER, TYP. 1" RUBBER MAT NO SCALE 1 9 • VwmaI/ 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 �F B.WAS !t 56058 O� �FGISTER�� \� FSSIONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE EQUIPMENT FRAME DETAILS II SHEET NUMBER S-2 DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 39 5.c 2-7/8"0 STD. PIPE x 6'-0" LG. r I F,,I I III A Ir I =� PROPOSED ANTENNA IL 9IIr INSTALLED BY CONTRACTOR, TYP.— I V II oil I I I I I I I I I I I I I I I INSTALL 1 /2"0 U—BOLT I I I I I I I I I I TO SUIT EXISTING I I HOLES, TYP. OF 2 I I I I I I I I I I1----7— I _� —I I II II I I _� I I I I I I I I EXISTING WALL MOUNT MODIFICATION DETAILS Q L d vd a vd 0 0 iq EXISTING CONCRETE PENTHOUSE WALL 12" 9" 6" 3" 0 d v ° ° ° o dd d ° ° a d 4 ° d d :d° _ .d ° d d_ ._d 4 4- d. d .° d ° a' ° ° d d d - .d .. 1 /2" DIA. THREADED d a° .1.4. ROD c/w HILTI HIT—HY ° .a 200 ADHESIVE SYSTEM, a ad EMBED 3", TYP. d d a a d v 4 v d d d ° ° ° ..d_ d d r ° .Q d d .d v 4 dd d ° d d. t ° ° a 4.. d ° v. ° 4 d d d . PROPOSED DISH Wireless a d d a ° L.L.C. DC SURGE a v a a °. a. a PROTECTION BOX (OVP) °. ° .a . ° a °. 4. ° d .v d d v d v .:vd ° ° d ° . PROPOSEDISH �7CONTRACTOR TO USE v ' CABLE WALL MOUNT a Wireless L.L.C. RRU's 4 N SUPPORTS AS NECESSARY a d (TYP. OF 2). REFER v. d : ° ' ' °d ' .. . °. a TO A-8 FOR DETAILS d ° ° .. . d v d ^ v d p d d °. ° °. .d v °. d ° d ° d . °. d° d v ° d. Q d v °: v. da a a ad v . d ° Q I I III v v Q' _ a ° d v ° d ° ° .4 d d" v Q ° v d . 4 ° °° d d dv a v ..�d.. a� °.a ° EXISTING ° d CONCRETE ° v WALL °� °a ° a d d ° ° a ° a' v a.. da ° a a ° v ° d d a d Q _ d ° 4° d G d 4. .O .. d 44 a . v ° d' d d. 41 a Q v v 4. ° d d dw a d' .. ° ° ° ° a RRH MOUNTING ELEVATION 1290 99' 699 39' 0 1' 2 • whiel 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r CORE ONE CONSULTING USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 44 1 � ■ IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW B 12/20/2021 REVISED PER COMMEMS C 04/04/2022 REVISED PER COMMEMS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S-3 Q U w m t r c 0 c 0 a x W LL L N 0 a. 0 Q) L7� t0 O C 0 U) DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 40 5.c 2" 1'-2" N-5 L 4"x4"x3/8" (AT BACK ool I OF SCREEN CONNECTED 1 _g" TO WALL), TYP. PROPOSED T—MOBILE LEASE SPACE, TYP (SCREEN DESIGNED BY OTHERS). 10$-10" 3'-6" 3'-6" 1'-2" 1'-2" 1'-2" TYP. FRP L 4"x4"x3/8" 41 00_4 VERTICALS. FASTEN WITH S-5 FRP L 4"x4"0/8" CUP ANGLES TOP AND BOTTOM L_ —1 L_ 1'-9" I U 1'-9" 1 1 1'-9" 3'-6" 1'-2" 3/8" FRP CORNER PLATE, TYP. AT ALL 4 CORNERS TOP AND BOTTOM 1'-90 1'-9" TIE EXISTING SCREEN TO ANGLE, TYP. WITH 3/8" FRP BOLT AT 12" O.C. `5/8" DIA. FRP BOLTS, TYP. FRP L 4"x4"x3/8", TYP. 2 S-5 O ° CONCRETE FILLED BLOCKS: USE 5/8" DIA. THREADED ,ROD C/W HILTI HIT—HY 200 ADHESIVE SYSTEM EMBED 5" HOLLOW BLOCKS: USE 5" DIA. THREADED ROC C/W HILTI HIT—HY 70 EMBED 5" PROPOSED T—MOBILE LEASE SPACE, TYP (SCREEN DESIGNED BY OTHERS). 12" 9» 6" 3» 0 it 2, ALPHA SECTOR FRP SCREEN PLAN 1 "=1'-0" GAMMA SECTOR FRP SCREEN PLAN 1200 9" 6" 3" 0 it 2' 1 "=1'-0" • swireI' s 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 �F B.WAS 56058 �� O� �FGISTER�� \� FSSIONA1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE FRP SCREEN MODIFICATION DETAILS SHEET NUMBER S-4 DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 41 5.c no n" FRP CORNER PLATE, AT ALL 4 CORNERS AND BOTTOM L 4"x4"x3/809 TYP. L 3"x3"1 /4" )NAL BRACE, TYP. ;RETE FILLED BLOCKS: 5/8" DIA. THREADED C/W HILTI HIT—HY 200 :SIVE SYSTEM EMBED OW BLOCKS: 5" DIA. THREADED ROC HILTI HIT—HY 70 :D 5" c4"x3/8" (AT BACK ;CREEN CONNECTED 11ALL), TYP. M 12" 9" 6" 3" 0 1 ' SECTION FRP L 4"x4"x3/8" TO CONNECT EXISTING SCREEN 10" SECTION 4" 1201 6" 3" 2" 12" �_ . ." ." _ ._" -FRP L 4"x4"x3/8", TYP. 3/8" FRP CORNER PLATE, TYP. AT ALL 4 CORNERS TOP AND BOTTOM 5/8" DIA. FRP BOLTS, TYP. 91 ELEVATION 3 12" 99p 6" 39p 0 SABRE WALL MOUNT C 10201001 DIMENSIONS (HxWxD) (PER BRACKET) 10"x13.5"x8" WEIGHT (2 BRACKETS W/O PIPE) 54 Ibs NOTE: OR DISH Wireless L.L.C. APPROVED EQUIVALENT ANTENNA WALL MOUNT DETAIL 1 1 /2"=1 ' —0" ISOMETRI VIEW 2 m • awireI' s 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 �F B.WAS !t 56058 O� �FGISTER�� \� FSSIONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE SCREEN SECTION AND ELEVATION SHEET NUMBER S-5 a U w r 0 .N c �v a x w r R a a� m L .y 0 a �0 d CD 0 0 r L) (1) a U w 0 in U) N d L 0 0 a 0 �3 �a L i; 'o a` M r r a u Q DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 42 5.c Nm PARTIAL BALCONY LEVEL FLOOR PLAN CONTRACTOR TO COORDINATE WITH LANDLORD FOR EXACT FIBER i TERMINATION LOCATION i ❑ TELECOMM ROOM EXISTING HVAC r-- UNIT, TYP. i w m u- FBR\ ELECTRICAL Rnnnn EXISTING ANSFORMER, TYP. FBR FBR ELECTRICAL ROOM LAYOUT (BALCONY LEVEL NOTE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. RACEWAYS ROUTED DOWN TO ELECTRICAL ROOM ON BALCONY LEVEL. REFER TO DETAIL 2 FOR CONTINUATION OSED FIBER CONDUIT (LENGTH: 90'-00:0 3—#3/0 THHN PLUS #6 GROUND IN 2" EMT CONDUIT CONTRACTOR TO SITE VERIFY AND COORDINATE WITH LANDLORD FOR EXACT ROUTING OF RACEWAYS PROPOSED DISH WIRELESS, LLC. FIBER NID, IF REQUIRED PROPOSED DISH Wireless L.L.C. 200A, 120/208V, 1 PH, 3W CHECK METER PROPOSED POWER PROTECTIVE CABINET 120/24OV, 1 PH, SERVICE RATED, OVERALL UL LISTED POWER CENTER, N3R, 65K/10K AIC 6' 4' 2' 0 5' 1 0' 1 3/16"=1'—Opt ----------- NOTE - CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. lip EXISTING 2000A, 480/277V, 3PH, 4W SWITCHBOARD I EXISTING ELECTRICAL PANEL, TYP. i lip EXISTING MAIN GROUND i BELOW PANEL i i i PROPOSED MAIN GROUND I� CONDUIT RUN (LENGTH: 85-0"t) PROPOSED FIBER CONDUIT RUN (LENGTH: 90'-0"t) Ii 3—#3/0 THHN PLUS #6 GROUND IN 2 EMT CONDUIT RACEWAYS ROUTED UP TO ROOF LEVEL REFER TO DETAIL 1 FOR CONTINUATION - FBR FBR i VESTIBULE EXISTING PANEL "N2BL1" 1200A, 120/208V, 3PH, 4W. INSTALL 200A, 208V. 2P CIRCUIT BREAKER TO MATCH EXISTING 4' 2' 0 4' 8' 1 4"=1 '-0" vwm al . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 -W AS 56058 O� �FGISTERE� \� FSSIONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER E-1 DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 43 5.c DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. DISH Wireless L.L.C. PROVIDES 12AWG 0 0 WIRE (6' TAIL) NN DISH Wireless L.L.C. FIBER DISTRIBUTION PANEL. PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE PROPOSED FIBER NOTE: FIBER PROVIDER NEED TO PROVIDE AN ADDITIONAL ADDITIONAL 5FT UNISTRUT, 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING PROPO PROPOSED DISH Wireless L.L.C. PROPOUT UNISTRIN NID, IF REQUIRED 2 U—BOLTS WITH 4 NUTS, DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY THE EVENT THE OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT BRACKET SPACING DOESN'T MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. PROPOSED DISH Wireless LINE UP WITH CURRENT L.L.C. UNISTR SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL cc /4" FLEX CONDUITS STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS DISH Wireless L.L.C. FIBER1-1 REQUIRED TO MEET NEC STANDARDS. JUMPER TO CABINET WILL FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF NEED TO BE TERMINATED BY POWER TO FIBER PROVIDER NID TELCO BOX OF NID ENCLOSURE AND 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE PROPOSED DISH FIBER PROVIDER ON OTHER SIDE OF BULKHEAD/LC TO LC PROPOSED DISH Wireless L.L.C. INSTALL 1-1/4* LIQUID TIGHT COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. Wireless L.L.C. CONNECTOR WHERE CIRCUIT 12 AWG WIRE (6' TAIL) CONNECTORS, UL LISTED, NYLON 10 AMP DISTRIBUTION IS TERMINATED. 7774. MATERIAL, WITH 0—RING GASKET 4. CONDUIT ROUGH —IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. BREAKER VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER PROVIDER TO INSTALL 1-1/4" FLEX CONDUITS BETWEEN IN IN PROPOSED DISH Wireless L.L.C. FDP TELCO BOX & NID 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. PROPOSED FIBER PROVIDER 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless L.L.C. 0 0 FIBER LATERAL FROM RIGHT PROPOSED DISH Wireless L.L.C. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 12 AWG WIRE OF WAY TO STREET, PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE PROPOSED DISH Wireless L.L.C. TERMINATED TO FDP 12 AWG WIRE PROPOSED DISH Wireless L.L.C. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. 1-1 /2" POWER FROM CABINET PROPOSED DISH Wireless L.L.C. 1-1 /2" FIBER TO CABINET INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 1-1/2- FIBER TO CABINET N DISH Wireless L.L.C. INSTALLS 1 1-1 /2" CONDUITS FOR P PROPOSED DISH Wireless L.L.C. PROPOSED DISH Wireless L.L.C. PROPOSED DISH Wireless L.L.C. 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES BER TO CABINET AND FIBER 2" CONDUIT FROM COMMERCIAL 1-1/2- POWER FROM CABINET 42" CONDUIT FROM COMMERCIAL INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. FIBER VAULT FIBER VAULT 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DARK TELCO BOX - INTERIOR WIRING LAYOUT NO SCALE 2 LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 3 DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. 10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST —CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS —BUILT PANEL SCHEDULE AND SITE DRAWINGS. ELECTRICAL NOTES I NO SCALE 1 1 1 NOT USED I NO SCALE 1 4 1 NOT USED I NO SCALE 1 5 NOT USED I NO SCALE 1 6 1 NOT USED I NO SCALE 1 7 1 NOT USED I NO SCALE 1 8 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. �F WAS !t 56058 O� �FGISTERE� \� FSSIONA1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 44 5.c INSTALL 200A, 120/208V, 1 PH, 3W CHECK METER EXISTING UTILITY METER EXISTING UTILITY 1..1J PADMOUNT TRANSFORMER EXISTING 2000A, 480/277V, OUTSIDE BUILDING 4W SWITCHBOARD ----------------------------f2PH, ELECTRICAL ROOM (BALCONY LEVEL) --------------- I J 2000A I I 400A, 70A, 150A, ) ) 150A, ) 150A, ) 400A, 450A, 450A, ) ) ) I I 3P 3P 3P 3P 3P 3P 3P 3P I I EXISTING I I I "NP-1" 300kVA I I J J 1 200A I I 200A, 2P I I I �I JI EXISTING PANEL "N2BL1 " zl 1200A, 120/208V, 3PH, 4W oI JI INSTALL 200A, 208V, 2P m CIRCUIT BREAKER TO MATCH EXISTING o 3-#3/0 THHN PLUS #6 GROUND IN 2" EMT CONDUIT J uIn FyIo c~.i 10 _l0 1111� M UTILITY SERVICE ENTRANCE 120/240 VAC 1PH GENERATOR 200A CAMLOCK GEN PLUG N SURGE SUPPRESSION DEVICE 100KA SAD/MOV GFCI 01 15A 03 15A 05 SPACE 07 SPACE 09 SPACE II SPACE 13 SPACE 15 SPACE 17 SPACE 19 SPACE 21 SPACE 23 SPACE PROPOSED POWER PROTECTIVE CABINET 120/24OV, 1 PH, SERVICE RATED, OVERALL UL LISTED POWER CENTER, N3R, 65K/10K AIC MAIN BREAKER WITH 200A INTERLOCKED GENERATOR FEED, 200A 65K AIC 04 30A PROPOSED 2 #10, 1 #10 CU GND. ew PROPOSED 2 #10 \ 0 . 1 100 e� PROPOSED 2 #10, 1 #10 CU GND. - � 30 . 16 PROPOSED 2 #10 SPACE SPACE S CAP E S CAP E PROPOSED 2 #10, 1 #10 CU GND. (2) PROPOSED 0.75" EMT CONDUITS (1) PROPOSED 0.5" EMT CONDUIT NOTES THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY CHARLES NETWORK CABINET THE ADJUSTMENT FACTOR 12020 OF 80X PER 2014/17 NEC TABLE 310.15(B)(3)(a) OR NEC TABLE 310.15(C)(1) FOR UL1015 WIRE. #12 FOR 15A-20A/1 P BREAKER: 0.8 x 30A = 24.OA #10 FOR 25A-30A/2P BREAKER: 0.8 x 40A = 32.OA #8 FOR 35A-40A/2P BREAKER: 0.8 x 55A = 44.OA #6 FOR 45A-60A/2P BREAKER: 0.8 x 75A = 60.OA FOR RECTIFIER 1 FOR RECTIFIER 2 FOR RECTIFIER 3 FOR RECTIFIER 4 FOR CONVENIENCE OUTLET NOTE: BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE -LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. BREAKERS REQUIRED: (4) 30A, 2P BREAKER —SQUARED P/N:Q023O (1) 15A, 1 P BREAKER —SQUARED P/N:QO115 PROPOSED CHARLES PANEL SCHEDULE LOAD SERVED VOLT AMPS (WATTS) TRIP C# PHASE CKT TRIP VOLT AMPS (WATTS) LOAD SERVED L1 L2 L1 L2 PPC GFCI OUTLET 180 15A 1 A 2 30A 2880 ABB/GE INFINITY 2880 RECTIFIER 1 CHARLES GFCI OUTLET 180 15A 3 B 4 -SPACE- 5 A 6 30A 2880 ABB/GE INFINITY 2880 RECTIFIER 2 -SPACE- 7 B 8 -SPACE- 9 A 10 30A 2880 ABB/GE INFINITY 2880 RECTIFIER 3 -SPACE- 11 B 12 -SPACE- 13 A 14 30A 2880 ABB/GE INFINITY 2880 RECTIFIER 4 -SPACE- 15 B 16 -SPACE- 17 A 18 -SPACE- -SPACE- 19 B 20 -SPACE- -SPACE- 121 A 22 -SPACE- -SPACE- 23 B 24 -SPACE- VOLTAGE AMPS 180 180 11520 11520 200A MCB, 10, 24 SPACE, 120 240V L1 L2 MB RATING: 65,000 AIC 11700 11700 VOLTAGE AMPS 98 98 AMPS 98 MAX AMPS 123 MAX 125X PPC ONE -LINE DIAGRAM CONDUIT SIZING: AT 4OX FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. 0.5" CONDUIT - 0.122 SQ. IN AREA 0.75" CONDUIT - 0.213 SQ. IN AREA 2.0" CONDUIT - 1.316 SQ. IN AREA 3.0" CONDUIT - 2.907 SQ. IN AREA CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, CU. #10 - 0.0211 SQ. IN X 2 = 0.0422 SQ. IN #10 - 0.0211 SQ. IN X 1 = 0.0211 SQ. IN <GROUND TOTAL = 0.0633 SQ. IN 0.5" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE. RECTIFIER CONDUCTORS (2 CONDUITS): USING UL1015, CU. #10 - 0.0266 SQ. IN X 4 = 0.1064 SQ. IN #10 - 0.0062 SQ. IN X 1 = 0.0082 SQ. IN <BARE GROUND TOTAL = 0.1146 SQ. IN 0.75" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE. PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. 3/0 - 0.2679 SQ. IN X 3 = 0.8037 SQ. IN #6 - 0.0507 SQ. IN X 1 = 0.0507 SQ. IN <GROUND TOTAL = 0.8544 SQ. IN 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE. NO SCALE I 1 PANEL SCHEDULE I NO SCALE 1 2 1 NOT USED I NO SCALE 1 3 S l . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. �F j�` AS .y��c 56058 O� �FGISTERE� \� FSSIONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE ELECTRICAL ONE -LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 DISH Wireless L.L.C. TEMPLATE VERSION 40 - 08/13/2021 Packet Pg. 45 5.c GROUNDING PLAN 4' 2' 0 4' 8' 1 4"=1'-099 EXOTHERMIC CONNECTION ■ MECHANICAL CONNECTION GROUND BUS BAR OGROUND ROD TEST ROD �T IN ECTIONNSLEEVE WITH — — — — — — #6 AWG STRANDED & INSULATED — — #2 AWG SOLID COPPER TINNED BUSS BAR INSULATOR GROUNDING LEGEND 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. 4. NO EXOTHERMIC WELDING ON ROOFTOP GROUNDING ROOFTOP KEY NOTES OA EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL OR FOOTING. (D ROOFTOP GROUND SYSTEM: THE GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. OC INTERIOR GROUND RING! #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT AREA. ALL NON —TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN INSULATED CONDUCTOR. OD BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE BUILDING OR ROOM. OGROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 1 /2" DIAMETER BY EIGHT FEET LONG. GROUND RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. OCELL REFERENCE GROUND BAR (CRC POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO COMMON BUILDING GROUND SYSTEM WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. OHATCH PLATE GROUND BAR: BOND TO THE COMMON BUILDING GROUND SYSTEM WITH TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS. WHEN A HATCH —PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH —PLATE AND TO THE INTERIOR GROUND RING USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. OEXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE ROOM. BOND TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH MECHANICAL CONNECTIONS. Oj TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. OFRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. OINTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE INTERIOR GROUND RING. OFENCE AND GATE GROUNDING: METAL FENCES SHALL BE BONDED TO THE COMMON BUILDING GROUND SYSTEM WITH A #2 AWG SOLID TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH GATE POST AND ACROSS GATE OPENINGS. OEXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED TO THE COMMON BUILDING GROUND SYSTEM. USING #2 TINNED SOLID COPPER WIRE GICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. OO DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR OP ROOFTOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO COMMON BUILDING GROUND SYSTEM. REFER TO DISH Wireless L.L.C. GROUNDING NOTES. GROUNDING KEY NOTES NO SCALE I 2 wirel 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. 4F WAS 56058 O� �FGISTERE� \� FSSIONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA-98020 SHEET TITLE GROUNDING PLANS AND NOTES SHEET NUMBER G-1 DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 46 5.c 12" 6" 0 TYPICAL ANTENNA GROUNDING DETAIL MAIN GROUND CONDUIT RUN FROM EXISTING BUILDING GROUND IN ELECTRICAL ROOM ON BALCONY LEVEL (LENGTH: 85-0"f). REFER TO G-1 FOR CONTINUATION EQUIPMENT QUIRED BY ACTURER, TYP. SED H—FRAME 0 /4" TINNED R GROUND BUSSBAR kYOUT IS ONLY 1' 2' S 4' 5' 1 2"=1 ' —0" 1 PROPOSED DISH Wireless 1 1 ^ r%^tAfram TINNED COPPER GROUND BUSSBAR MAIN GROUND CONDUIT RUN FROM EXISTING BUILDING GROUND IN ELECTRICAL ROOM ON BALCONY LEVEL (LENGTH: 85-0"f). REFER TO G-1 FOR CONTINUATION H-FRAME GROUNDING DETAIL NOTE EQUIPMENT CABINET OMITTED FOR CLARITY NO SCALE I 2 (i WS11 wheel 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r- COREI ONE CONSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 1, ``L r A„^ r r ► ♦ 4 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-2 a DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 47 5.c 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUNDING BUS. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED. 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1 /8" OF THE BARREL (NO SHINERS). BASE # 2 GROU TO CABLE TRAY/SUPPORT GROUND BUSS BAR TYPICAL GROUNDING NOTES I NO SCALE 1 1 1 OUTDOOR CABINET GROUNDING I NO SCALE 1 2 NOTE: MINIMUM OF 3 THREADS TO BE VISIBLE (TYP) 2 HOLE LONG BARREL TINNED SOLID COPPER LUG (TYP) TIN COATED SOLID COPPER BUS BAR CHERRY INSULATOR INSTALLED IF REQUIRED S/S BOLT (TYP) S/S SPLIT WASHER (TYP) S/S FLAT WASHER (TYP) S/S FLAT WASHER (TYP) S/S NUT (TYP) CABLE TRAY CHERRY INSULATOR, INSTALLED IF REQUIRED TIN COATED SOLID COPPER BUS BAR SLEEPER EXISTING BUILDING ROOFTOP #2 STRANDED INSULATES COPPER GROUNDING WIRE TO MAIN BUS BAR (TYP) CABLE TRAY EXISTING BUILDING ROOFTOP ---, #2 STRANDED INSULATES COPPER GROUNDING WIRE FROM CABLE (TYP) CHERRY INSULATOR, INSTALLED IF REQUIRED - r•. • GROUNDING JUMPER CABLE TRAY JOINTS (TYP) 2-HOLE LONG BARREL TINNED SOLID COPPER LUG (TYP) TIN COATED SOLID COPPER BUS BAR TYPICAL CABLE TRAY GROUND BUSS BAR NO SCALE I 3 EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO TOOTHED EXTERIOR TWO -HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL, REQUIRED FOR SHRINK7 BUTT UP AGAINST THE CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO -HOLE CONNECTOR BARREL CONNECTORS 3/8" DIA x1 1/2"--% 3/8" DIA x1 1/2"---j S/S NUT S/S LOCK WASHER - S/S FLAT WASHER - S/S FLAT WASHER- S/S BOLT (1 OF 2)- 1 /16" MINIMUM SPACING S/S NUT S/S LOCK WASHER - S/S FLAT WASHER - S/S FLAT WASHER- S/S BOLT (1 OF 2) 1/16" MINIMUM SPACING 11111� TINNED COPPER ---------- GROUNDING BAR ---- - - - - - - 111111IL LUG DETAIL I NO SCALE 1 4 1 TYPICAL EXTERIOR TWO HOLE LUG I NO SCALE 1 5 1 TYPICAL INTERIOR TWO HOLE LUG I NO SCALE 1 6 NOT USED [ 'IT If] I &*aTQia �A NOT USED I NO SCALE 1 8 1 NOT USED I NO SCALE 1 9 (i S wirel . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 gj)- COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. �F -W AS 56058 O� �FGISTERE� \� FSSIONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 DISH Wireless L.L.C. TEMPLATE VERSION 40 - 08/13/2021 Packet Pg. 48 5.c R F JUMPER COLOR CODING 3/4" TAPE WIDTHS WITH 3/4" SPACING ALPHA RRH BETA RRH GAMMA RRH PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 LOW -BAND RRH - + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT (60OMHz N71 BASEBAND) + (850MHz N26 BAND) + (70OMHz N29 BAND) - OPTIONAL PER MARKET RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BANDS) WHITE ORANGE ORANGE WHITE ORANGE ORANGE WHITE ORANGE ORANGE WHITE WHITE WHITE RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN MID -BAND RRH - (AWS BANDS N66+N70) PURPLE PURPLE RED RED PURPLE PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN WHITE PURPLE PURPLE _WHO PURPLE PURPLE _WHITE PURPLE PURPLE ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BANDS) WHITE WHITE WHITE HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 RED RED RED INCLUDE SECTOR BANDS BEING SUPPORTED BLUE BLUE ALONG WITH FREQUENCY BANDS GREEN GREEN ORANGE EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS PURPLE ALL SECTORS, BOTH LOW —BANDS AND MID —BANDS ORANGE YELLOW PURPLE EXAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS CBRS ONLY, ALL SECTORS FIBER JUMPERS TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW -BAND RRH FIBER CABLES HAVE SECTOR STRIPE ONLY RED RED BLUE BLUE GREEN GREEN PURPLE PURPLE PURPLE POWER CABLES TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW -BAND RRH POWER CABLES HAVE SECTOR STRIPE ONLY R BLUE BLUE GREEN GREEN PURPLE PURPLE PURPLE RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 LOW BAND/ HIGH BAND/ LOW BAND/ HIGH BAND/ LOW BAND/ HIGH BAND/ "IN" "IN" "IN" "IN" "IN" "IN" RED RED BLUE BLUE GREEN GREEN PURPLE PURPLE PURPLE MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-360 DEGREES LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH ADDITIONAL VW RADIO. WHITE WHITE WHITE WHITE WHITE WHITE RED RED BLUE BLUE GREEN GREEN MICROWAVE CABLES WILL REQUIRE P—TOUCH LABELS INSIDE THE CABINET TO IDENTIFY THE WHITE WHITE WHITE WHITE WHITE WHITE LOCAL AND REMOTE SITE ID'S RED BLUE GREEN WHITE WHITE WHITE RF CABLE COLOR CODES 1,r•1*OT >11 LOW BANDS (N71 +N26) OPTIONAL — (N29) ORANGE CBRS TECH (3 GHz) YELLOW ALPHA SECTOR RED BETA SECTOR BLUE AWS (N66+N70+H—BLOCK) PURPLE NEGATIVE SLANT PORT ON ANT/RRH WHITE GAMMA SECTOR GREEN COLOR IDENTIFIER I NO SCALE 1 2 NOT USED I NO SCALE 1 3 1 1 NOT USED I NO SCALE 1 4 vwm e r 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. �F WAS 56058 O� �FGISTERE� \� FSS NA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE RF CABLE COLOR CODE SHEET NUMBER RF-1 DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 49 5.c AB ANCHOR BOLT IN INCH EXOTHERMIC CONNECTION ABV ABOVE INT INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR A ADDL ADDITIONAL LF LINEAR FEET CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e T AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE Q AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD 1II--� ANT ANTENNA MGB MASTER GROUND BAR TEST GROUND ROD WITH INSPECTION SLEEVE 11 T APPROX APPROXIMATE MIN MINIMUM ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MTL METAL AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE BATT BATTERY MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-T8 r -I F I I BM BEAM # NUMBER BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE SMOKE DETECTION (DC) SD BOF BOTTOM OF FOOTING OC ON -CENTER CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT CANTILEVERED OPNG OPENING CHG CHARGING P/C PRECAST CONCRETE SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW CLG CEILING PCs PERSONAL COMMUNICATION SERVICES LED-1-25A400/51 K-SR4-120-PE-DDBTXD CLR CLEAR PCU PRIMARY CONTROL UNIT COL COLUMN CHAIN LINK FENCE X X X X PRC PRIMARY RADIO CABINET COMM COMMON PP POLARIZING PRESERVING WOOD/WROUGHT IRON FENCE CONC CONCRETE PSF POUNDS PER SQUARE FOOT WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH DBL DOUBLE LEASE AREA _ _ PT PRESSURE TREATED DC DIRECT CURRENT PWR POWER CABINET PROPERTY LINE (PL) - - - - - - DEPT DEPARTMENT QTY QUANTITY SETBACKS - - - - - - - - - - - - - - - - - - - - - - - - - DF DOUGLAS FIR RAD RADIUS DIA DIAMETER ICE BRIDGE RECT RECTIFIER DIAG DIAGONAL REF REFERENCE CABLE TRAY DIM DIMENSION REINF REINFORCEMENT WATER LINE W W W W W DWG DRAWING REQ'D REQUIRED DWL DOWEL UNDERGROUND POWER UGP UGP UGP UGP UGP EA EACH RET REMOTE ELECTRIC TILT RF RADIO FREQUENCY UNDERGROUND TELCO UGT UGT UGT UGT UGT EC ELECTRICAL CONDUCTOR RMC RIGID METALLIC CONDUIT OVERHEAD POWER OHP OHP OHP OHP EL. ELEVATION RRH REMOTE RADIO HEAD ELEC ELECTRICAL OVERHEAD TELCO OHT OHT OHT OHT EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT RWY RACEWAY UNDERGROUND TELCO/POWER UGT/P UGT/P UGT/P UGT/P ENG ENGINEER SCH SCHEDULE ABOVE GROUND POWER AGP AGP AGP AGP AGP EQ EQUAL SHT SHEET EXP EXPANSION ABOVE GROUND TELCO AGT AGT AGT AGT AGT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE SIM SIMILAR ABOVE GROUND TELCO/POWER AGT/P AGT/P AGT/P AGT/P EW EACH WAY SPEC SPECIFICATION FAB FABRICATION WORKPOINT W.P. SQ SQUARE FF FINISH FLOOR SS STAINLESS STEEL rxx_"*� FG FINISH GRADE SECTION REFERENCE X_X STD STANDARD FIF FACILITY INTERFACE FRAME STL STEEL FIN FINISHED) TEMP TEMPORARY FLR FLOOR THK THICKNESS DETAIL REFERENCE X FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER �_x FOC FACE OF CONCRETE TN TOE NAIL FOM FACE OF MASONRY TOA TOP OF ANTENNA FOS FACE OF STUD TOC TOP OF CURB FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE TOP TOP OF PLATE (PARAPET) FT FOOT TOS TOP OF STEEL FTG FOOTING TOW TOP OF WALL GA GAUGE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GEN GENERATOR TYP TYPICAL GFCI GROUND FAULT CIRCUIT INTERRUPTER UG UNDERGROUND GLB GLUE LAMINATED BEAM UL UNDERWRITERS LABORATORY GLV GALVANIZED UNO UNLESS NOTED OTHERWISE GPS GLOBAL POSITIONING SYSTEM UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM GND GROUND GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD HDR HEADER W WIDE HGR HANGER W/ WITH HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD HT HEIGHT WP WEATHERPROOF IGR INTERIOR GROUND RING wr WEIGHT LEGEND ABBREVIATIONS wirel 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. �F -W AS 56058 �<v O� �'GISTERE� \� FSS/ONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER GN-1 DISH Wireless L.L.C. TEMPLATE VERSION 40 - 08/13/2021 Packet Pg. 50 5.c 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GENERAL NOTES: 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION CARRIER:DISH Wireless L.L.C. TOWER OWNER:TOWER OWNER 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. r wirer. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. �F WAS 56058 O� �FGISTERE� \� FSS/ONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-2 DISH Wireless L.L.C. TEMPLATE VERSION 40 - 08/13/2021 Packet Pg. 51 5.c 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER -TO -CEMENT RATIO (W/C) OF 0.45. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: #4 BARS AND SMALLER 40 ksi #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" • CONCRETE EXPOSED TO EARTH OR WEATHER: • #6 BARS AND LARGER 2" • #5 BARS AND SMALLER 1-1/2 • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: • SLAB AND WALLS 3/4" • BEAMS AND COLUMNS 1-1/2 n 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 /2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e. POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR EXTERIOR LOCATIONS. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless L.L.C.". 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. r wirer. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. �F WAS 56058 O� �FGISTERE� \� FSS/ONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-3 DISH Wireless L.L.C. TEMPLATE VERSION 40 - 08/13/2021 Packet Pg. 52 5.c 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 900 BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 450 BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. • r vwm al 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. 4F WAS 56058 �� O� �FGISTERE� \� FSSIONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 53 5.d pp ED-41O� � � O CITY OF EDMONDS HISTORIC PRESERVATION COMMISSION tsC° 425.771.0220 DATE: November 9, 2022 TO: Jessica Potter, Trileaf FROM: Larry Vogel, Chair, Edmonds Historic Preservation Commission RE: Proposed Dish Wireless facility expansion at 410 41" Ave. N (Dish Wireless # SESEA00426D / Trileaf Project #713483) Thank you for the opportunity to comment on the referenced project through Section 106 of the National Historic Preservation Act. The Edmonds Historic Preservation Commission has reviewed the materials provided with your letter of October 26, 2022, and provides the following comments on the expansion of wireless facilities at the Edmonds Center for the Arts (ECA, old Edmonds High School) envisioned by Dish Wireless: Screening: New Dish Wireless antennas and equipment are proposed on three sides of the ECA penthouse, among other locations. There is an existing art deco screening panel wrapping around the south, west and north sides of the penthouse which hides existing wireless antennas, and which would screen the anticipated Dish antennas on the south and north sides of the penthouse. However, as shown on Sheets A-4 and A-5 of the plan set, there is currently no screening element on the east side of the penthouse where several new antennas and related equipment are proposed to be installed. The City's wireless code addresses existing facilities and alterations to them. According to Section 20.50.080.G of the Edmonds Community Development Code (ECDC) regarding eligible wireless facilities: To the extent feasible, additional antennas and equipment shall maintain the appearance intended by the original facility, including, but not limited to, color, screening, landscaping, camouflage, concealment techniques, mounting configuration, or architectural treatment. To satisfy this code requirement, art deco screening needs to be included on the east penthouse fagade to visually obscure the new antennas and some of the equipment. Continuing the existing screening element around the east side of the penthouse fagade would satisfy the screening requirement and serve to reduce the adverse visual effect of new unscreened antennas and equipment on the historic property. Pa Packet Pg. 54 HAW-■ ' . :ti ` -.4,*4r # V c LU x ti LL 644 A- • a ■ L W MMLOU wn -- ft 11110 M, P"-a s - 3 �.f d y Q T cc �r _o - - Co 0 t W li a # R Q a *- w .'� .. LO bomb.- E live Packet Pg. 55 19 e 1 Edmonds �ente r ; r d 41LI �."7 96 • -Ak " e.r AV I pw- --q L . I - —ter spolop ism )50 __ F 4. r ` Packet Pg. 56 Q -4L-1 v r t r _ v it joil e- 4 f i r • r s mp -w k a ti. OV 1 - • 4 1 J 1. PIP f. 1 L. N 5 _O W N O Q O a _ C N O O t Q Q C.> W 1 LO Center For the Arts G> C> R Q �.i C d E L 0 m Owlk Q 1. T Packet Pg. 57 *� do r �i+ r - 4 I aw�� lip E� low M7 MA P= RR ply r 44 Jam. J -M fV-1 f f lb ' •. 5.e PROPOSED DISH WIRELESS, LLC. ANTENNA (TYP 2 513 ANTENNAS AND 2 MICRO ANTENNAS PER SECTOR, TOTAL 12). REFER TO A-8 FOR DETAILS EXISTING PENTHOUSE ROOF TOP ELEV. @ f51'-10" AGL PROPOSED DISH WIRELESS ANTENNA RAD CENTER O t48'-8' AGL PROPOSED DISH Wireless L.L.C. RRU's MOUNTED TO WALL. REFER TO A-8 FOR DETAILS EXISTING EQUIPMENT EXISTING WALL MOUNTED EQUIPMENT I j I I J I IIF I I I L- L L I-- L I - BUILDING EAST ELEVATION BUILDING WEST ELEVATION PROPOSED DISH WIRELESS, LLC. ANTENNA (TYP 2 5G ANTENNAS AND 2 MICRO PROPOSED DISH Wireless L.L.C. UTILITY H—FRAME PROPOSED DISH Wireless L.L.C. VERTICAL CABLE TRAY FOR POWER AND FIBER CABLE ROUTING UP TO PENTHOUSE PROPOSED DISH Wireless L.L.C. EQUIPMENT CABINET MOUNTED TO PENTHOUSE WALL. REFER TO S-1 AND S-2 FOR DETAILS NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0* MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ALL PROPOSED DISH Wireless L.L.C. EQUIPMENT, PANEL ANTENNAS AND FRP SCREENING WILL BE PAINTED TO MATCH EXISTING BUILDING. EXISTING BUILDING PARAPET 37'-4" AGL EXISTING BUILDING ROOF 36'-4" AGL GRADE 0'-0' 12' 8' 4' 0 10' 3 /32"=1 '-0" NOTES 20' 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. iUPUSLU UISH Wireless LLU. EQUIPMENT, ANTENNAS AND FRP SCREENING WILL BE D TO MATCH EXISTING BUILDING. 'ING BUILDING PARAPET 37'-4" AGL LISTING BUILDING ROOFAdk 36'-4" AGL 12' 8' 4' 0 GRADE 0' — 0' 10' 20'ii I 2 S11 wirel . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. 4F WAS !t 56058 O� '�FGISTERE� \� FSS/0NA1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE EAST AND WEST ELEVATIONS SHEET NUMBER A-5 3/32"=1 '-0" DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 59 5.e MODIFY EXISTING ANTENNA SCREEN TO ALLOW FOR PROPOSED DISH Wireless L.L.C. ANTENNA FRP SCREEN PROPOSED DISH WIRELESS, LLC. ANTENNA (TYP 2 5G ANTENNAS AND 2 MICRO ANTENNAS PER SECTOR, TOTAL 12). REFER TO A-8 FOR DETAILS PROPOSED DISH Wireless L.L.C. RRU's MOUNTED TO WALL. REFER TO A-8 FOR DETAILS PROPOSED DISH Wireless L.L.C. EQUIPMENT CABINET MOUNTED TO PENTHOUSE WALL. REFER TO S-1 AND S-2 FOR DETAILS EXISTING PENTHOUSE ROOF TOP ELEV. @ ±51'-10" AGL PROPOSED DISH WIRELESS ANTENNA RAD CENTER O f48'-8" AGL PENTHOUSE ROOF TOP ELEV. O t51'-1 RAD CENTER O NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0* MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ALL PROPOSED DISH Wireless L.L.C. EQUIPMENT, PANEL ANTENNAS AND FRP SCREENING WILL BE PAINTED TO MATCH EXISTING BUILDING. EXISTING BUILDING PARAPET 37'-4" AGL EXISTING BUILDING ROOF 36'-4" AGL GRADE 0' — 0' 12' 8' 4' 0 10' 20' BUILDING NORTH ELEVATION NOTES EXISTING EQUIPMENT PROPOSED DISH WIRELESS, LLC. ANTENNA (TYP 2 5G ANTENNAS AND 2 MICRO ANTENNAS PER SECTOR, TOTAL 12). REFER TO A-8 FOR DETAILS BUILDING SOUTH ELEVATION 0 PROPOSED DISH Wireless L.L.C. EQUIPMENT CABINET MOUNTED TO PENTHOUSE WALL. REFER TO S-1 AND S-2 FOR DETAILS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F1 11IF1JAI II I I IF1 1111IIJ F] 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ALL PROPOSED DISH Wireless L.L.C. EQUIPMENT, PANEL ANTENNAS AND FRP SCREENING WILL BE PAINTED TO MATCH EXISTING BUILDING. EXISTING BUILDING PARAPET 37'-4" AGL EXISTING BUILDING ROOF 36'-4" AGL GRADE 0' - 0' 12' 8' 4' 0 10' 20'ii I 2 wirel . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r, COREI ONE NSULTNG USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 B. 4F WAS !t 56058 O� �'GISTERE� \� FSS/ONA1-�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AF LC M L RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/2021 ISSUED FOR REVIEW 8 12/20/2021 REVISED PER COMMENTS C 04/04/2022 REVISED PER COMMENTS A&E PROJECT NUMBER SESEA00426D DISH Wireless L.L.C. PROJECT INFORMATION SESEA00426D 410 4TH AVE N EDMONDS_WA_98020 SHEET TITLE NORTH AND SOUTH ELEVATIONS SHEET NUMBER A-4 3/32"=1 '-0' DISH Wireless L.L.C. TEMPLATE VERSION 40 — 08/13/2021 Packet Pg. 60