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Home My WebLink AboutEBI Letter - EBI Project No. 260061232PRMarch 13, 2026 Alabama Historical Commission Attn: Lee Anne Wofford P.O. Box 300900 Montgomery, AL 36130-0900 Subject:NT SUBMISSION PACKET--FCC FORM 620 Downtown Fairhope SC 1 / 17636541 5 N Church St, Fairhope, Baldwin County, Alabama 36532 EBI Project No.: 260061232PR In accordance with the Federal Communication Commission (FCC) National Environmental Policy Act (NEPA) rules and Section 106 of the National Historic Preservation Act (NHPA), the above-referenced telecommunications project is being evaluated by EBI for its potential effects to districts, sites, buildings, structures, or objects significant in American history, architecture, archeology, engineering, or culture that are listed, or potentially eligible for listing in the National Register of Historic Places (NRHP). Based on EBI’s review of the characteristics and location of the proposed project, the project does not meet the exclusions stated in the “Nationwide Programmatic Agreement for Review of Effects on Historic Properties for Certain Undertakings Approved by the Federal Communications Commission,” dated September 2004 (“Nationwide Agreement”); therefore, the project is required to undergo Section 106 review with the State Historic Preservation Office. The proposed undertaking includes the installation of a new 38-foot light pole telecommunications facility. Per the FCC’s rules, the APE for Direct Effects is limited to the lease area, the underground utility easement, and the proposed access route and the APE-VE is a radius of 1/2 mile. In accordance with the Nationwide Agreement, please find the attached NT SUBMISSION PACKET--FCC FORM 620, which presents the details on the proposed project as well as efforts that have been taken to identify, assess, and make determinations of effect on the impacts of the proposed project on Historic Properties. The finding of effect is “No Adverse Effect on Historic Properties in the Area of Potential Effects-Direct Effects” and “No Adverse Effect on Historic Properties in the Area of Potential Effects-Visual Effects” with archaeological monitoring not recommended. Please refer to the FCC Form and associated attachments for complete details. We request your concurrence with this determination. On behalf of Verizon Wireless, I would appreciate your comments on this proposed telecommunications installation in a letter directed to the address noted above. Please do not hesitate to contact us if you have any questions or concerns on the proposed project or the information contained in this Submission Packet. Sincerely, 21 B Street Burlington, MA 01803 ebiconsulting.com Emily Giacomarra Architectural Historian III 774.258.0042 egiacomarra@ebiconsulting.com 21 B Street Burlington, MA 01803 ebiconsulting.com Table of Contents FCC Form . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Consultant Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31.0 Site Information - Photographs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72.0 260061232PR APE-VE Survey . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Site Information - Map Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93.0 Street Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Topographic Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Aerial Image . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 260061232PR HistoricResourcesMap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Site Information – Additional Site Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144.0 Area of Potential Effects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 155.0 Tribal and NHO Involvement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 216.0 Historic Properties Direct Effects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 237.0 Historic Properties Visual Effects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 258.0 Local Government . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 269.0 Other Consulting Parties and Public Notice . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2910.0 SHPO Specific Forms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3311.0 Cultural Resources Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3512.0 FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 FCC Form FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 1 FCC Form FCC Wireless Telecommunications Bureau Approved by OMB 3060 – 1039 Notification Date: See instructions for File Number: public burden estimates General Information 1) (Select only one) ( ) NE – New UA – Update of Application WD – Withdrawal of Application 2) If this application is for an Update or Withdrawal, enter the file number of the pending application currently on file. File Number: Applicant Information 3) FCC Registration Number (FRN): 4) Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Contact Information 10) P.O. Box: And /Or 11) Street Address: 12) City: 13) State: 14) Zip Code: 15) Telephone Number: 16) Fax Number: 17) E-mail Address: Consultant Information 18) FCC Registration Number (FRN): 19) Name: Principal Investigator 20) First Name: 21) MI: 22) Last Name: 23) Suffix: 24) Title: Principal Investigator Contact Information 25) P.O. Box: And /Or 26) Street Address: 27) City: 28) State: 29) Zip Code: 30) Telephone Number: 31) Fax Number: 32) E-mail Address: Verizon Wireless 0012845343 Lucas Conder Senior Manager - Regulatory Compliance 5055 North Point Parkway NP2NE Network Engineering Alpharetta GA 30022 (210)488-2623 0016385759 EnviroBusiness Inc. d/b/a EBI Consulting (EBI 260061232PR) vzwnpa-nepa@verizonwireless.com Emily Giacomarra Architectural Historian III 21 B Street Burlington MA 01803 (774)258-0042 egiacomarra@ebiconsulting.com 1 of 18 NE 620 FCC Form 620 New Tower (NT) Submission Packet 0011945374 7AM EST 03/16/2026 May 2014 Professional Qualification 33) Does the Principal Investigator satisfy the Secretary of the Interior’s Professional Qualification Standards? ( ) Yes ( ) No 34) Areas of Professional Qualification: ( ) Archaeologist ( ) Architectural Historian ( ) Historian ( ) Architect ( ) Other (Specify) __________________________________________________________________________________________ Additional Staff 35) Are there other staff involved who meet the Professional Qualification Standards of the Secretary of the Interior? ( ) Yes ( ) No If “YES,” complete the following: X X X 36) First Name: 37) MI: 38) Last Name: 39) Suffix: 40) Title: 41) Areas of Professional Qualification: ( ) Archaeologist ( ) Architectural Historian ( ) Historian ( ) Architect ( ) Other (Specify) ____________________________________________________________________________________________ Adriana Hazelton X Architectural Historian 36) First Name: 37) MI: 38) Last Name: 39) Suffix: 40) Title: 41) Areas of Professional Qualification: ( ) Archaeologist ( ) Architectural Historian ( ) Historian ( ) Architect ( ) Other (Specify) ____________________________________________________________________________________________ Chris Grant X Archaeologist II 2 of 18 FCC Form 620 May 2014 36) First Name: 37) MI: 38) Last Name: 39) Suffix: 40) Title: 41) Areas of Professional Qualification: ( ) Archaeologist ( ) Architectural Historian ( ) Historian ( ) Architect ( ) Other (Specify) ____________________________________________________________________________________________ Kelly Garcia X Archaeologist 36) First Name: 37) MI: 38) Last Name: 39) Suffix: 40) Title: 41) Areas of Professional Qualification: ( ) Archaeologist ( ) Architectural Historian ( ) Historian ( ) Architect ( ) Other (Specify) ____________________________________________________________________________________________ Alexis Green X 3 of 18 FCC Form 620 May 2014 Site Information Tower Construction Notification System 1) TCNS Notification Number: Site Information 2) Positive Train Control Filing Subject to Expedited Treatment Under Program Comment: ( ) Yes ( ) No 3) Site Name: 4) Site Address: 5) Detailed Description of Project: 6) City: 7) State: 8) Zip Code: 9) County/Borough/Parish: 10) Nearest Crossroads: 11) NAD 83 Latitude (DD-MM-SS.S): ( ) N or ( ) S 12) NAD 83 Longitude (DD-MM-SS.S): ( ) E or ( ) W Tower Information 13) Tower height above ground level (include top-mounted attachments such as lightning rods): ___________________ ( ) Feet ( ) Meters 14) Tower Type (Select One): ( ) Guyed lattice tower ( ) Self-supporting lattice ( ) Monopole ( ) Other (Describe): Project Status 15) Current Project Status (Select One): ( ) Construction has not yet commenced ( ) Construction has commenced, but is not completed Construction commenced on: _______________ ( ) Construction has been completed Construction commenced on: _______________ Construction completed on: _______________ 307527 Downtown Fairhope SC 1 5 N Church St Fairhope AL BALDWIN 36532 30-31-23.6 087-54-17.5 X X 11.6 X 4 of 18 X X FCC Form 620 North Church Street and Fairhope Avenue May 2014 North Church Street and Fairhope Avenue Proposed installation of a new small cell wireless facility resulting in minimal ground disturbance. Please see Attachment 4 of this filing for project design details. (260061232PR) [617472296] X Determination of Effect 14) Direct Effects (Select One): ( ) No Historic Properties in Area of Potential Effects (APE) ( ) No Effect on Historic Properties in APE ( ) No Adverse Effect on Historic Properties in APE ( ) Adverse Effect on one or more Historic Properties in APE 15) Visual Effects (Select One): ( ) No Historic Properties in Area of Potential Effects (APE) ( ) No Effect on Historic Properties in APE ( ) No Adverse Effect on Historic Properties in APE ( ) Adverse Effect on one or more Historic Properties in APE 5 of 18 X X FCC Form 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APEs for direct and visual effects? ( ) Yes ( ) No 2a) Tribes/NHOs contacted through TCNS Notification Number: ___________________ Number of Tribes/NHOs: _________________ 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: _________________ 307527 13 X 0 Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Alabama Quassarte Tribal Town 02/25/2026 X Brina Williams THPO Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Alabama-Coushatta Tribe of Texas 02/25/2026 X Delvin Johnson Historic Preservation Officer 6 of 18 FCC Form 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APEs for direct and visual effects? ( ) Yes ( ) No 2a) Tribes/NHOs contacted through TCNS Notification Number: ___________________ Number of Tribes/NHOs: _________________ 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: _________________ 307527 13 X 0 Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Choctaw Nation of Oklahoma 02/25/2026 X Sydney Youngblood-Blanton Compliance Review Specialist NHPA Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Coushatta Indian Tribe 02/25/2026 X Dakota John THPO 7 of 18 FCC Form 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APEs for direct and visual effects? ( ) Yes ( ) No 2a) Tribes/NHOs contacted through TCNS Notification Number: ___________________ Number of Tribes/NHOs: _________________ 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: _________________ 307527 13 X 0 Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Eastern Shawnee Tribe of Oklahoma 02/26/2026 02/26/2026 X Lora Nuckolls Director Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Jena Band of Choctaw Indians 02/25/2026 X Lillie Williamson TCNS Representative 8 of 18 FCC Form 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APEs for direct and visual effects? ( ) Yes ( ) No 2a) Tribes/NHOs contacted through TCNS Notification Number: ___________________ Number of Tribes/NHOs: _________________ 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: _________________ 307527 13 X 0 Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Kialegee Tribal Town 02/25/2026 X Stephanie Yahola Tribal Administrator Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Mississippi Band of Choctaw Indians 02/25/2026 X Melanie Carson THPO 9 of 18 FCC Form 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APEs for direct and visual effects? ( ) Yes ( ) No 2a) Tribes/NHOs contacted through TCNS Notification Number: ___________________ Number of Tribes/NHOs: _________________ 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: _________________ 307527 13 X 0 Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Muscogee (Creek) Nation 02/26/2026 X Jason Sawyer Mr TCNS Manager Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Poarch Band of Creek Indians 02/25/2026 X William Bailey Jr THPO 10 of 18 FCC Form 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APEs for direct and visual effects? ( ) Yes ( ) No 2a) Tribes/NHOs contacted through TCNS Notification Number: ___________________ Number of Tribes/NHOs: _________________ 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: _________________ 307527 13 X 0 Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Seminole Nation of Oklahoma 02/25/2026 X Ben Yahola Tribal Historic Preservation Officer Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Thlopthlocco Tribal Town 02/25/2026 X Ryan Morrow Mekko 11 of 18 FCC Form 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APEs for direct and visual effects? ( ) Yes ( ) No 2a) Tribes/NHOs contacted through TCNS Notification Number: ___________________ Number of Tribes/NHOs: _________________ 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: _________________ 307527 13 X 0 Tribe/NHO Contacted Through TCNS 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Contact Name 5) First Name: 6) MI: 7) Last Name: 8) Suffix: 9) Title: Dates & Response 10) Date Contacted ______________ 11) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Tunica-Biloxi Tribe of LA 02/25/2026 X Earl Barbry JrJ THPO 12 of 18 FCC Form 620 May 2014 Other Tribes/NHOs Contacted Tribe/NHO Information 1) FCC Registration Number (FRN): 2) Name: Contact Name 3) First Name: 4) MI: 5) Last Name: 6) Suffix: 7) Title: Contact Information 8) P.O. Box: And /Or 9) Street Address: 10) City: 11) State: 12) Zip Code: 13) Telephone Number: 14) Fax Number: 15) E-mail Address: 16) Preferred means of communication: ( ) E-mail ( ) Letter ( ) Both Dates & Response 17) Date Contacted _______________ 18) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other 13 of 18 FCC Form 620 May 2014 Historic Properties Properties Identified 1) Have any historic properties been identified within the APEs for direct and visual effect? ( ) Yes ( ) No 2) Has the identification process located archaeological materials that would be directly affected, or sites that are of cultural or religious significance to Tribes/NHOs? ( ) Yes ( ) No 3) Are there more than 10 historic properties within the APEs for direct and visual effect? If “Yes”, you are required to attach a Cultural Resources Report in lieu of adding the Historic Property below. ( ) Yes ( ) No Historic Property 4) Property Name: 5) SHPO Site Number: Property Address 6) Street Address: 7) City: 8) State: 9) Zip Code: 10) County/Borough/Parish: Status & Eligibility 11) Is this property listed on the National Register? Source: _______________________________________________________________________________________ ( ) Yes ( ) No 12) Is this property eligible for listing on the National Register? Source: _______________________________________________________________________________________ ( ) Yes ( ) No 13) Is this property a National Historic Landmark? ( ) Yes ( ) No 14) Direct Effects (Select One): ( ) No Effect on this Historic Property in APE ( ) No Adverse Effect on this Historic Property in APE ( ) Adverse Effect on this Historic Property in APE 15) Visual Effects (Select One): ( ) No Effect on this Historic Property in APE ( ) No Adverse Effect on this Historic Property in APE ( ) Adverse Effect on this Historic Property in APE X X X 14 of 18 FCC Form 620 May 2014 Local Government Involvement Local Government Agency 1) FCC Registration Number (FRN): 2) Name: Contact Name 3) First Name: 4) MI: 5) Last Name: 6) Suffix: 7) Title: Contact Information 8) P.O. Box: And /Or 9) Street Address: 10) City: 11) State: 12) Zip Code: 13) Telephone Number: 14) Fax Number: 15) E-mail Address: 16) Preferred means of communication: ( ) E-mail ( ) Letter ( ) Both Dates & Response 17) Date Contacted _______________ 18) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Additional Information 19) Information on local government’s role or interest (optional): City of Fairhope Planning & Zoning Hunter Simmons Director of Planning P.O. Drawer 429 Fairhope AL 36533 (251)990-0214 hunter.simmons@fairhopeal.gov X 02/27/2026 X 15 of 18 FCC Form 620 May 2014 Other Consulting Parties Other Consulting Parties Contacted 1) Has any other agency been contacted and invited to become a consulting party? ( ) Yes ( ) No Consulting Party 2) FCC Registration Number (FRN): 3) Name: Contact Name 4) First Name: 5) MI: 6) Last Name: 7) Suffix: 8) Title: Contact Information 9) P.O. Box: And /Or 10) Street Address: 11) City: 12) State: 13) Zip Code: 14) Telephone Number: 15) Fax Number: 16) E-mail Address: 17) Preferred means of communication: ( ) E-mail ( ) Letter ( ) Both Dates & Response 18) Date Contacted _______________ 19) Date Replied _______________ ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Additional Information 20) Information on other consulting parties’ role or interest (optional): X Fairhope Museum of History To Whom It May Concern 24 N. Section Street Fairhope AL 36532 (251)929-1471 museum@fairhopeal.gov X 02/27/2026 X 16 of 18 FCC Form 620 May 2014 Designation of SHPO/THPO 1) Designate the Lead State Historic Preservation Officer (SHPO) or Tribal Historic Preservation Officer (THPO) based on the location of the tower. SHPO/THPO Name: ___________________________________________________________________________________________________________ 2) You may also designate up to three additional SHPOs/THPOs if the APEs include multiple states. If the APEs include other countries, enter the name of the National Historic Preservation Agency and any state and provincial Historic Preservation Agency. SHPO/THPO Name: ________________________________________________________________________________________________ SHPO/THPO Name: ________________________________________________________________________________________________ SHPO/THPO Name: ________________________________________________________________________________________________ Certification I certify that all representations on this FCC Form 620 Submission Packet and the accompanying attachments are true, correct, and complete. Party Authorized to Sign First Name: MI: Last Name: Suffix: Signature: Date: _______________ FAILURE TO SIGN THIS APPLICATION MAY RESULT IN DISMISSAL OF THE APPLICATION AND FORFEITURE OF ANY FEES PAID. WILLFUL FALSE STATEMENTS MADE ON THIS FORM OR ANY ATTACHMENTS ARE PUNISHABLE BY FINE AND/OR IMPRISONMENT (U.S. Code, Title 18, Section 1001) AND/OR REVOCATION OF ANY STATION LICENSE OR CONSTRUCTION PERMIT (U.S. Code, Title 47, Section 312(a)(1)), AND/OR FORFEITURE (U.S. Code, Title 47, Section 503). 17 of 18 FCC Form 620 Alabama Historical Commission Emily Giacomarra 03/13/2026 Emily Giacomarra May 2014 Attachments : Type Description Date Entered Resumes/Vitae Attachment 1 03/13/2026 Photographs Attachment 2 03/13/2026 Map Documents Attachment 3 03/13/2026 Additional Site Information Attachment 4 03/13/2026 Area of Potential Effects Attachment 5 03/13/2026 Tribal/NHO Involvement Attachment 6 03/13/2026 Historic Properties for Direct Effects Attachment 7 03/13/2026 Historic Properties for Visual Effects Attachment 8 03/13/2026 Local Government Involvement Attachment 9 03/13/2026 Public Involvement Attachment 10 03/13/2026 State-Specific Forms Attachment 11 03/13/2026 Cultural Resources Report Attachment 12 03/13/2026 FCC Form 620 May 2014 18 of 18 1.0 Consultant Information Provide a current copy of the résumé or curriculum vitae for the Principal Investigator and any researcher or other person who contributed to, reviewed, or provided significant input into the research, analysis, writing or conclusions presented in this filing. The résumé for the Principal Investigator and any researcher or other person who contributed to, reviewed, or provided significant input into the research, analysis, writing or conclusions are presented in this submission. Please refer to Section 7.0 Historic Properties Direct Effects for additional resumes for archaeological personnel. FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 3 21 B Street Burlington, MA 01803 T: (781) 273-2500 E: info@ebiconsulting.com W: ebiconsulting.com Emily Giacomarra Architectural Historian Emily Giacomarra has extensive experience in historic preservation and cultural resource management and has been professionally active in these fields since 2016. She meets the Secretary of the Interior’s Professional Qualifications Standards as specified in 36 CFR Part 61 for Architectural History. At EBI Consulting, Ms. Giacomarra’s responsibilities include the completion of Section 106 reports, National Environmental Policy Act (NEPA) evaluations including analysis of historic properties and areas of environmental concern and determining eligibility for properties’ inclusion in the National Register of Historic Places. Ms. Giacomarra has held a variety of positions, including in the private sector with a cultural resource management firm and multiple assignments within the National Park Service. Through her education and work, Ms. Giacomarra possesses knowledge and skills with architectural assessment, field documentation, report production, and research. Relevant project experience: • FCC National Environmental Policy Act (NEPA) and Section 106 compliance reviews. • Assesses National Register eligibility of historic properties. • Evaluation of structures and synthesizing information into writing. • Preparation of National Register of Historic Places nominations. • Skilled in research and applying the Secretary of the Interior’s Standards. • Surveyed and photographed historic properties for architectural surveys, energy and transportation compliance, and inventory forms. • Versed with Section 106 and Section 4(f) processes. • Trained in architectural photography and GIS mapping, Experience: Employed at EBI since 2022, in the industry since 2016 Educa on: M.A. Historic Preservation Planning, Cornell University, NY B.H.A. History and Architecture, Carnegie Mellon University, Pittsburgh, PA 21 B Street Burlington, MA 01803 T: (781) 273-2500 E: info@ebiconsulting.com W: ebiconsulting.com aDRIANa Hazelton Architectural Historian Adriana Hazelton is an Architectural Historian that conducts Section 106 consultation work for the Telecommunications Industry throughout the Northeast. Before joining EBI, she also had substantial experience working with cultural resources within advocacy and community development circles at the Providence Preservation Society in Rhode Island and Ascendant Neighborhood Development in New York City. Relevant project experience: Avian Nest Surveys Adriana completes avian nest surveys for the telecommunications industry throughout the Northeast region. Area of Potential ect and Visual E ect Surveys Adriana completes surveys for telecommunications projects identifying adjacent cultural resources and analyzing the projects’ visual impacts. Site File Reviews Adriana reviews telecommunication projects to determine what cultural resources may be potentially affected and includes them for assessment. Design and Policy Review, Advocacy, and Administra on (Providence Preserva on Society) As Advocacy Manager at the Providence Preservation Society she analyzed designs and projects for multiple civic and private committees on a monthly basis and prepared comments including impacts on cultural and historic resources. Resource Surveying and Eligibility Review (Ascendant Neighborhood Development) As a Historic Preservation Intern at Ascendant Neighborhood Development, she prepared Requests for Evaluation (RFEs) for the NYC Landmarks Preservation Commission and supported research for the El Barrio Historic Resource Reconnaissance Survey. Experience: Employed at EBI since 2024, in the industry since 2021 Educa on: MS Historic Preservation, Pratt Institute BA International Affairs, Florida State University 21 B Street Burlington, MA 01803 T:E:info@ebiconsulting.com W:ebiconsulting.com Alexis green Assistant Technical Director, Cultural Resources, Telecom and Agency Due Diligence Alexis Green, Assistant Technical Director, Cultural Resources, has experience in cultural resource management since 2008. As a professional architectural historian, she meets the Secretary of the Interior’s Professional Qualiﬁcation Standards in the areas of architectural history and historic preservation as speciﬁed by 36CFR61. Since graduating from the University of Vermont with a Master of Science in historic preservation, she has worked on a variety of diverse historic preservation projects, including Section 106 compliance, original research for use in local and national register nominations, project management and architectural surveys. At EBI Consulting, she serves as an Assistant Technical Director, Cultural Resources within the Northeast Telecom Environmental and Agency Due Diligence groups. Her responsibilities include conducting Department of Housing and Urban Development (HUD), FCC National Environmental Policy Act (NEPA) and Section 106 compliance reviews with a focus on conducting cultural resource surveys and assessing National Register eligibility of historic structures and sites. Relevant project experience: EBI Consultin Assistant Technical Director, Cultural Resources- Telecom Environmental and Agency Due Diligence (2017- Present) Compliance documentation to ensure client’s compliance with the HUD and the FCC requirements under NEPA. Specializing in conducting cultural resources surveys, assessing National Register eligibility of historic structures and sites, visual effects assessments, public consultation, and Section 106 compliance within the Agency Due Diligence and Telecom groups. Architectural Historian (2008-2012) / Senior Architectural Historian (2012-2016) Numerous years completing Section 106 compliance and NEPA review, including but not limited to photographing historic properties, public consultation, SHPO and Tribal consultation, species review, flood zone, and wetland review. Completed peer review of Section 106 compliance and NEPA documentation and supplying guidance and training to colleagues. The Prospector, 1041 South St Vrain, Estes Park, Colorado: This project involved the demolition of an existing cabin and garage and the construction of new housing. Ms. Green coordinated with the SHPO, property owners, lenders, and HUD to reach a determination of the eﬀect for the proposed project. Coordination included but was not limited to deﬁning an area of potential eﬀect, leading EBI ﬁeld staﬀ to photo document 34 individual properties, guiding EBI architectural historians to complete the required forms for the 34 properties, developing a historic context for the area, coordination with the EBI and subcontractor Experience: Employed at EBI since 2008, in the industry since 2006 Educa on: MS Historic Preservation, University of Vermont History, State University of New York at Geneseo Professional Creden als: National Trust for Historic Preservation Daughters of the American Revolution 21 B Street Burlington, MA 01803 T:E:info@ebiconsulting.com W:ebiconsulting.com Archaeologist, discussing and avoiding adverse eﬀects on historic properties between the client and the SHPO, and constant contact between the client, EBI, and the SHPO. Proposed Rise on 7, 8115 State Highway 7, St. Louis Park, Minnesota: This project involved the demolition of an existing church, parish center, and garage and the construction of new housing. Ms. Green coordinated with the SHPO, property owners, lenders, and HUD to reach a determination of the eﬀect for the proposed project. Coordination included but was not limited to deﬁning an area of potential eﬀect, coordination with the EBI and subcontractor Archaeologist, leading EBI ﬁeld staﬀ to photo document 17 individual properties, guiding EBI architectural historians to complete the required forms for the 17 properties, developing a historic context for the area and the Subject Property, and constant contact between the client, EBI, and the SHPO. 2.0 Site Information - Photographs You are required to provide photographs and maps as part of this filing. Additional site information can be provided in an optional attachment. Photograph Requirements: Except in cases where no Historic Properties were identified within the Areas of Potential Effects, submit photographs as described below. Photographs should be in color, marked so as to identify the project, keyed to the relevant map or text, and dated; the focal length of the lens and the height of the camera should be noted. The source of any photograph included but not taken by the Applicant or its consultant (including copies of historic images) should be identified on the photograph. a.Photographs taken from the tower site should show views from the proposed location in all directions. The direction (e.g., north, south, etc.) should be indicated on each photograph, and, as a group, the photographs should present a complete (360 degree) view of the area around the communications tower or non-tower structure. b.Photographs of all listed and eligible properties within the Areas of Potential Effects. c.If any listed or eligible properties are visible from the proposed tower site, photographs looking at the site from each historic property. The approximate distance in feet (meters) between the site and the historic property should be included. If any listed or eligible properties are within the APE, photos looking at each historic property should be included. Include aerial photos of the APE for visual effects, if available. There are a variety of publicly available websites that provide aerial photographs. Please see the attached Photographs, taken on February 26, 2026, unless otherwise noted. A photograph location map is included within this attachment. FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 7 Legend Project site Site radius at 1/2 mile H Historic Site Historic District N Aerial Image Downtown Fairhope SC 1 5 N Church St, Fairhope, Alabama, 36532 Page 3 | 3/5/2026 Applicant: Verizon Wireless - South Central Coast - CGC | Project: Downtown Fairhope SC 1 | #260061232PR Photo Location Detail Map Photos 42-46 (12 photos) Zoomed view (Level 16.5) showing photo markers clearly Legend:Project Site #Photo Location H Historic Site N Page 4 | 3/5/2026 Applicant: Verizon Wireless - South Central Coast - CGC | Project: Downtown Fairhope SC 1 | #260061232PR Photo Location Detail Map Photos 15-17 (12 photos) Zoomed view (Level 17.5) showing photo markers clearly Legend:Project Site #Photo Location H Historic Site N Page 5 | 3/5/2026 Applicant: Verizon Wireless - South Central Coast - CGC | Project: Downtown Fairhope SC 1 | #260061232PR Photo Location Detail Map Photos 31-5 (12 photos) Zoomed view (Level 17.5) showing photo markers clearly Legend:Project Site #Photo Location H Historic Site N Page 6 | 3/5/2026 Applicant: Verizon Wireless - South Central Coast - CGC | Project: Downtown Fairhope SC 1 | #260061232PR Photo Location Detail Map Photos 6-37 (7 photos) Zoomed view (Level 18.5) showing photo markers clearly Legend:Project Site #Photo Location H Historic Site N Page 7 | 3/5/2026 Applicant: Verizon Wireless - South Central Coast - CGC | Project: Downtown Fairhope SC 1 | #260061232PR Photo Location Detail Map Photos 47, 48, 49 Zoomed view (Level 19.0) showing photo markers clearly Legend:Project Site #Photo Location H Historic Site N Page 8 | 3/5/2026 Applicant: Verizon Wireless - South Central Coast - CGC | Project: Downtown Fairhope SC 1 | #260061232PR Photo Location Detail Map Photos 50, 51 Zoomed view (Level 19.0) showing photo markers clearly Legend:Project Site #Photo Location H Historic Site N Historic Sites within Area of Potential Effects (APE) 8 historic sites and 4 historic districts identified # Site Name Address Source Listed 1 Bank of Fairhope 396 Fairhope Avenue, Fairhope, Alabama Manual - 2 Gaston Building 336 Fairhope Avenue, Fairhope, Alabama Manual - 3 Carl L Bloxham Building 327 Fairhope Ave, Fairhope, Alabama Manual - 4 US Post Office - Fairhope 325 Fairhope Avenue, Fairhope, Alabama Manual - 5 Fairhope Hotel 131 Fairhope Ave, Fairhope, Alabama Manual - 6 Whittier House 201 Magnolia Avenue, Fairhope, Alabama Manual - 7 Zurhorst House 200 Fels Avenue, Fairhope, Alabama Manual - 8 Beckner House 63 S Church Street, Fairhope, Alabama Manual - Historic Districts # District Name Color D1 School of Organic Education D2 Fairhope Downtown Historic District D3 White Avenue Historic District D4 Fairhope Bayfront District & = National Historic Landmark (NHL) | Coordinates in WGS84 Page 9 | 3/5/2026 Applicant: Verizon Wireless - South Central Coast - CGC | Project: Downtown Fairhope SC 1 | #260061232PR Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 10 1. Facing northeast overlooking the Subject Property. 2. Facing southeast overlooking the Subject Property. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 11 3. Facing south from the Subject Property. 4. Facing west from the Subject Property. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 12 5. Facing north from the Subject Property. 6. Facing east from the Subject Property. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 13 7. Facing west towards the Subject Property (not visible) from School of Organic Education. 8. Facing southwest overlooking a portion of School of Organic Education. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 14 9. Facing west towards the Subject Property (not visible) from a portion of School of Organic Education. 10. Facing southwest overlooking School of Organic Education. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 15 11. Facing southeast overlooking School of Organic Education. 12. Facing northeast overlooking School of Organic Education. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 16 13. Facing northwest towards the Subject Property (not visible) from School of Organic Education. 14. Facing southeast overlooking Bank of Fairhope. Photo taken within Fairhope Downtown Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 17 15. Bank of Fairhope. Photo taken within Fairhope Downtown Historic District. 16. Facing northwest towards the Subject Property (not visible) from Bank of Fairhope. Photo taken within Fairhope Downtown Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 18 17. Facing southeast overlooking Fairhope Downtown Historic District. 18. Facing east overlooking Fairhope Downtown Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 19 19. Facing west overlooking Fairhope Downtown Historic District. 20. Plaque on Gaston Building. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 20 21. Gaston Building. Photo taken within Fairhope Downtown Historic District. 22. Facing northwest from Gaston Building towards the Subject Property (not visible). Photo taken within Fairhope Downtown Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 21 23. Facing north overlooking Carl L. Bloxham Building and U.S. Post Office - Fairhope. Photo taken within Fairhope Downtown Historic District. 24. Carl L. Bloxham Building. Photo taken within Fairhope Downtown Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 22 25. U.S. Post Office - Fairhope. Photo taken within Fairhope Downtown Historic District. 26. Facing west towards the Subject Property (not visible) from Carl L. Bloxham Building and U.S. Post Office - Fairhope. Photo taken within Fairhope Downtown Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 23 27. Facing southwest overlooking a portion of Fairhope Downtown Historic District. 28. Facing northwest overlooking a portion of Fairhope Downtown Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 24 29. Facing south overlooking a portion of Fairhope Downtown Historic District. 30. Facing west overlooking a portion of Fairhope Downtown Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 25 31. Facing northwest overlooking Fairhope Hotel. Photo taken within Fairhope Bayfront District. 32. Facing north overlooking Fairhope Hotel. Photo taken within Fairhope Bayfront District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 26 33. Facing east towards the Subject Property (not visible) from Fairhope Hotel. Photo taken within Fairhope Bayfront District. 34. Facing southwest overlooking Fairhope Hotel. Photo taken within Fairhope Bayfront District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 27 35. Facing northeast overlooking Whittier Hall. Photo taken within Fairhope Bayfront District. 36. Facing southeast from Whittier Hall towards the Subject Property (not visible). Photo taken within Fairhope Bayfront District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 28 37. Plaque in front of Whittier Hall. Photo taken within Fairhope Bayfront District. 38. Facing north overlooking Whittier Hall. Photo taken within Fairhope Bayfront District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 29 39. Facing west overlooking a portion of Fairhope Bayfront District. 40. Facing southeast overlooking Beckner House. Photo taken within Fairhope Downtown Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 30 41. Facing north from Beckner House towards the Subject Property. Photo taken within Fairhope Downtown Historic District. 42. Facing northeast overlooking Beckner House. Photo taken within Fairhope Downtown Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 31 43. Facing southeast towards the Subject Property (not visible) from the northwestern edge of the APE-VE radius. 44. Facing southeast overlooking a portion of Fairhope Bayfront District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 32 45. Facing east towards the Subject Property (not visible) from a portion of Fairhope Bayfront District at the western edge of the APE-VE radius. 46. Facing east towards the Subject Property (not visible) from a portion of Fairhope Bayfront District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 33 47. Facing south overlooking White Avenue Historic District. 48. Facing west along White Avenue Historic District. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 34 49. Facing northeast towards the Subject Property (not visible) from White Avenue Historic District 50. Facing south overlooking Zurhorst House. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 35 51. Facing northeast towards the Subject Property (not visible) from Zurhorst House. 52. Facing north towards the Subject Property (not visible) from the southern edge of the APE-VE radius. Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama, 36532 36 53. Facing west towards the Subject Property (not visible) from the eastern edge of the APE-VE radius. Page 37 | 3/5/2026 Applicant: Verizon Wireless - South Central Coast - CGC | Project: Downtown Fairhope SC 1 | #260061232PR Property Site Map Photos 1-53 Click on any numbered marker to jump to that photo page. 1-6 8-9 11-13 14-1617-1920-2223-2627-3031-34 35-38 40-42 50-5147-49 7 10 39 43 44 45 46 52 53 3.0 Site Information - Map Requirements Include one or more 7.5-minute quad USGS topographical maps that: a.IdentifytheAreasofPotentialEffectsforbothDirectandVisualEffects.Ifamapiscopiedfromtheoriginal, include a key with name of quad and date. b. Show the location of the proposed undertaking and any new access roads or other easements including excavations. c. Show the locations of each property listed. d. Include keys for any symbols, colors, or other identifiers. e. Submit color maps whenever possible. The following maps are attached to this report: Street Map Topographic Map Aerial Photograph Historic Resources Map FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 9 4.0 Site Information – Additional Site Information Additional Site Information Recommendations: Describe any additional structures, access roads, utility lines, fences, easements, or other construction planned for the site in conjunction with the proposed wireless telecommunication facility. Use this attachment to provide additional details needed to present a full and accurate description of any construction activities that will take place to complete the installation. The Subject Property, located near 5 N Church St, Fairhope, Baldwin County, Alabama, is situated within a mixed residential and commercial urban area. Development dates from the late 19th century and early 20th century and consists primarily of one and two-story retail buildings, office space, and residential homes. Surrounding improvements consist of paved roads, concrete and brick sidewalks, curbs and gutters, streetlight poles, landscaping, buried utility handholes, utility vaults, utility pedestals, storm drain inlets, and below ground utilities, including power, water, and sewer lines. Vegetation is comprised of modest landscaped and ornamental street plantings. Topography is relatively flat to hilly. The Subject Property consists of a portion of the right-of-way on the west side of N Church Street. It includes a 100 square foot lease area, the underground utility easement, and the proposed access route. Cellco Partnership and its controlled affiliates doing business as Verizon Wireless (Verizon Wireless) proposes to install a 38-foot streetlight-style telecommunications pole and support equipment within a 100 square foot lease area. Antennas will be top-mounted with an overall height of 38 feet, and a streetlight luminaire and associated equipment will be attached lower on the pole. Power will be routed underground from an existing utility pole south to the proposed pole. Fiber will be routed underground from a proposed handhole, which will be installed within the lease area. Access will be via the existing rights-of-way.Notethatestablishingtheaccessroutewillnotrequirenewgrounddisturbance.Thetotalarea of ground to be disturbed is approximately 871 square feet. Site Plans/Lease Exhibits provided by Verizon Wireless are included in Attachment 7. FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 14 5.0 Area of Potential Effects YouarerequiredtoprovidetwoattachmentsregardingtheDeterminationofEffect:AreasofPotentialEffect and Mitigation of Effect (if applicable). Areas of Potential Effects Guidelines a. Describe the APE for direct effects and explain how this APE was determined. The APE for direct effects is limited to the area of potential ground disturbance and any property, or any portion thereof, that will be physically altered or destroyed by the Undertaking. On November 24, 2008, the FCC further clarified that the APE-Direct Effects is limited to the proposed lease area including the access route and utility corridor. EBI Consulting completed an evaluation of the site, lease exhibits, and surrounding environment and determined that the APE for direct effects is limited to the access/utility route and 100 square foot lease area. b. Describe the APE for visual effects and explain how this APE was determined. The APE for visual effects is the geographic area in which the Undertaking has the potential to introduce visual elements that diminish or alter the setting, including the landscape, where the setting is a character-defining feature of a historic property that makes it eligible for listing on the National Register. The presumed APE for visual effects for construction of new facilities is the area from which the tower will be visible: a. Within a half mile from the tower site if the proposed Tower is 200 feet or less in overall height; b. Within ¾ of a mile from the tower site if the proposed Tower is more than 200 but no more than 400 feet in overall height; or c. Within 1 ½ miles from the proposed tower site if the proposed Tower is more than 400 feet in overall height. Due to the height of the proposed tower, the presumed APE for visual effects for this project is a 0.5 miles (804.7m) from the tower site. Mitigation of Effect Guidelines In the case where an Adverse Visual Effect or Adverse Direct Effect has been determined you must provide the following: a. CopiesofanycorrespondenceandsummariesofanyoralcommunicationswiththeSHPO/THPOandany consulting parties. As of the date of this report, there has been no correspondence with the SHPO/THPO in regards to potential adverse effects. b. Describe any alternatives that have been considered that might avoid, minimize, or mitigate any adverse effects. Explain the Applicant’s conclusion regarding the feasibility of each alternative. FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 15 No adverse effects are expected as a result of the proposed facility; therefore, alternatives that might avoid, minimize, or mitigate any adverse effects need not be considered. Potential Effects on Historic Properties For each property identified as a Historic Property in the online e-106 form: Indicate whether the Applicant believes the proposed undertaking would have a) no effect; b) no adverse effect; or, c) an adverse effect. Explain how each such assessment was made. Provide supporting documentation where necessary. Please see the table below for an evaluation of the proposed project’s effects on identified historic properties. FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 16 Effects Determinations NRHP/ Inventory Number Historic Property Name Distance from Subject Property Effect Determination Explanation of Effect Determination Photo No. 04000115 Fairhope Downtown Historic District Subject Property within Historic District No Adverse Effect Although the Subject Property is visible from within the district, the surrounding area includes other modern visual intrusions which serve to minimize the project’s visual impact. Additionally due to the height of the proposed installation, it will be minimally visible from the district. As such, the proposed installation will not introduce a dominating visual element or result in a significant change to the overall viewshed of the district. As a result, the proposed project will not diminish the visual character of the districts setting and the proposed project will have No Adverse Effect on the district. 14-19, 21-30, 40-42 FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 17 NRHP/ Inventory Number Historic Property Name Distance from Subject Property Effect Determination Explanation of Effect Determination Photo No. 88001010 School of Organic Education 945 feet east of Subject Property No Effect Due to intervening distance and development, the Subject Property is not visible from this resource, therefore, there will be no effect on the historic resource. 7-13 88001003 Fairhope Bayfront District 230 feet west of Subject Property No Effect Due to intervening distance and development, the Subject Property is not visible from this resource, therefore, there will be no effect on the historic resource. 31-39, 44-46 88001009 White Avenue Historic District 2530 feet southwest of Subject Property No Effect Due to intervening distance and development, the Subject Property is not visible from this resource, therefore, there will be no effect on the historic resource. 47-49 24-193 Fairhope Hotel 470 feet west of Subject Property No Effect Due to intervening distance and development, the Subject Property is not visible from this resource, therefore, there will be no effect on the historic resource. 31-34 FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 18 NRHP/ Inventory Number Historic Property Name Distance from Subject Property Effect Determination Explanation of Effect Determination Photo No. 85000442 Whittier Hall 560 feet northwest of Subject Property No Effect Due to intervening distance and development, the Subject Property is not visible from this resource, therefore, there will be no effect on the historic resource. 35-38 88001001 U.S. Post Office - Fairhope 210 feet east of Subject Property No Effect Due to intervening distance and development, the Subject Property is not visible from this resource, therefore, there will be no effect on the historic resource. 23, 25-26 88001005 Carl L. Bloxham Building 240 feet east of Subject Property No Effect Due to intervening distance and development, the Subject Property is not visible from this resource, therefore, there will be no effect on the historic resource. 23-24, 26 88001004 Gaston Building 365 southeast of Subject Property No Effect Due to intervening distance and development, the Subject Property is not visible from this resource, therefore, there will be no effect on the historic resource. 20-22 FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 19 NRHP/ Inventory Number Historic Property Name Distance from Subject Property Effect Determination Explanation of Effect Determination Photo No. 88001008 Bank of Fairhope 525 southeast of Subject Property No Effect Due to intervening distance and development, the Subject Property is not visible from this resource, therefore, there will be no effect on the historic resource. 14-16 88001006 Zurhorst House 1640 feet southwest of Subject Property No Effect Due to intervening distance and development, the Subject Property is not visible from this resource, therefore, there will be no effect on the historic resource. 50-51 8001007 Beckner House 635 feet south of Subject Property No Adverse Effect Due to the height and distance from the resource as well as intervening vegetation, the proposed installation will be minimally visible. Therefore, there will be no negative impact on the architectural integrity and historic association of the Beckner House. 40-42 FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 20 6.0 Tribal and NHO Involvement At an early stage in the planning process, the Nationwide Agreement requires the Applicant to gather information from appropriate Indian Tribes or Native Hawaiian Organizations (“NHOs”) to assist in the identificationofHistoricPropertiesofreligiousandculturalsignificancetothem.Describemeasurestaken toidentifyIndiantribesandNHOsthatmayattachreligiousandculturalsignificancetoHistoricProperties that may be affected by the undertaking within the Areas of Potential Effects (“APE”) for direct and visual effects. If such Indian tribes or NHOs were identified, list them and provide a summary of contacts by either the FCC, the Applicant, or the Applicant’s representative. Provide copies of relevant documents, including correspondence. If no such Indian tribes or NHOs were identified, please explain. EBI Consulting filed the proposed undertaking on the FCC’s Tower Construction Notification System (TCNS). The attached FCC Notification email lists the Tribes identified through the TCNS process. Follow-up correspondence, when necessary, will be completed via the methods listed on the attached email considered acceptable to each Tribe. FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 21 From:towernotifyinfo@fcc.gov To:Kristian Clark Cc:tcnsweekly@fcc.gov Subject:NOTICE OF ORGANIZATION(S) WHICH WERE SENT PROPOSED TOWER CONSTRUCTION NOTIFICATION INFORMATION - Email ID #9448795 Date:Friday, February 27, 2026 2:02:02 AM Dear Applicant: Thank you for using the Federal Communications Commission's (FCC) Tower Construction Notification System (TCNS). The purpose of this electronic mail message is to inform you that the following authorized persons were sent the notification that you provided through TCNS, which relates to your proposed antenna structure. The information was forwarded by the FCC to authorized TCNS users by electronic mail and/or regular mail (letter). We note that the review period for all parties begins upon receipt of the Submission Packet pursuant to Section VII.A of the NPA and notifications that do not provide this serve as information only. Persons who have received the notification that you provided include leaders or their designees of federally-recognized American Indian Tribes, including Alaska Native Villages (collectively "Tribal Nations"), Native Hawaiian Organizations (NHOs), and State Historic Preservation Officers (SHPOs). For your convenience in identifying the referenced Tribal Nations and NHOs and in making further contacts, the City and State of the Seat of Government for each Tribal Nation and NHO, as well as the designated contact person, is included in the listing below. We note that Tribal Nations may have Section 106 cultural interests in ancestral homelands or other locations that are far removed from their current Seat of Government. Pursuant to the Commission's rules as set forth in the Nationwide Programmatic Agreement for Review of Effects on Historic Properties for Certain Undertakings Approved by the Federal Communications Commission (NPA), all Tribal Nations and NHOs listed below must be afforded a reasonable opportunity to respond to this notification, consistent with the procedures set forth below, unless the proposed construction falls within an exclusion designated by the Tribal Nation or NHO. (NPA, Section IV.F.4). The notification that you provided was forwarded to the following Tribal Nations and NHOs. A Tribal Nation or NHO may not respond until a full Submission Packet is provided. If, upon receipt, the Tribal Nation or NHO does not respond within a reasonable time, you should make a reasonable effort at follow-up contact, unless the Tribal Nation or NHO has agreed to different procedures (NPA, Section IV.F.5). In the event a Tribal Nation or NHO does not respond to a follow-up inquiry, or if a substantive or procedural disagreement arises between you and a Tribal Nation or NHO, you must seek guidance from the Commission (NPA, Section IV.G). These procedures are further set forth in the FCC's Second Report and Order released on March 30, 2018 (FCC 18-30). 1. Historic Preservation Officer Delvin Johnson - Alabama-Coushatta Tribe of Texas - 571 State Park Road 56 Livingston, TX - Delvin.Johnson@actribe.org; joy.montgomery@actribe.org - 936-563-1100 (ext: 1181) - electronic mail 2. THPO Dakota John - Coushatta Indian Tribe - 1940 C.C Bel Road Elton, LA - dakotajohn@coushatta.org; kdawsey@coushatta.org - 337-584-1401 - electronic mail 3. TCNS Representative Lillie Williamson - Jena Band of Choctaw Indians - (PO Box: 14) Jena, LA - lwilliamson@jenachoctaw.org - 318-992-8258 - electronic mail Exclusions: All FCC correspondence should be sent electronically to the e-mail lwilliamson@jenachoctaw.org 4. THPO Melanie Carson - Mississippi Band of Choctaw Indians - 101 Industrial Road (PO Box: 6010) Choctaw, MS - section106@choctaw.org - 601-663-7606 - electronic mail 5. Compliance Review Specialist NHPA Sydney Youngblood-Blanton - Choctaw Nation of Oklahoma - 1919 Hina Hanta Way Calera, OK - syoungblood@choctawnation.com; lbilyeu@choctawnation.com - 580-642-8342 - electronic mail 6. Tribal Administrator Stephanie Yahola - Kialegee Tribal Town - (PO Box: 332) Wetumka, OK - stephanie.yahola@kialegeetribe.com; jeremiah.hobia@kialegeetribe.net - 405-452-3262 - electronic mail 7. Tribal Historic Preservation Officer Ben Yahola - Seminole Nation of Oklahoma - (PO Box: 1498) Wewoka, OK - tcns-sno@sno-nsn.gov - 405-234-5218 - electronic mail Exclusions: Please send all inquiries to email address: tcns-sno@sno-nsn.gov If the applicant/tower builder receives no response from the Seminole Nation of Oklahoma within 30 days after notification through TCNS, the Seminole Nation of Oklahoma has no interest in participating in pre-construction review for the proposed site. The Applicant/tower builder, however, must immediately notify the Seminole Nation of Oklahoma in the event archaeological properties or human remains are discovered during construction, consistent with Section IX of the Nationwide Programmatic Agreement and applicable law. (PO Box: 580) Okmulgee, OK - MCNTCNS@muscogeenation.com; Jsawyer@muscogeenation.com - 918-732-7835 - regular mail 9. Director Lora Nuckolls - Eastern Shawnee Tribe of Oklahoma - 70400 East HWY 60 Wyandotte, OK - celltower@estoo.net - 918-238-5151 (ext: 1840) - regular mail Exclusions: Submit one printed color copy by US postal mail or other parcel carrier of all documentation to: Eastern Shawnee Tribe Attn: Cell Tower Program 70500 E. 128 Rd. Wyandotte, OK 74370 Provide a 1-page cover letter with the following information: a. TCNS Number b. Company Name c. Project Name, City, County, State d. Project type e. Project coordinates f. Contact information The Eastern Shawnee Procedures document is available and highly recommended for guidance; send an email to celltower@estoo.net requesting our most current copy. If the applicant/tower builder receives no response from the Eastern Shawnee Tribe of Oklahoma within 30 days after notification through TCNS, the Eastern Shawnee Tribe of Oklahoma has no interest in participating in pre-construction review for the proposed site. The Applicant/tower builder, however, must immediately notify the Eastern Shawnee Tribe of Oklahoma in the event archaeological properties or human remains are discovered during construction, consistent with Section IX of the Nationwide Programmatic Agreement and applicable law. 10. THPO Brina Williams - Alabama Quassarte Tribal Town - (PO Box: 218) Wetumka, OK - Brina.Williams@alabama-quassarte.org - 405-452-3987 - electronic mail Exclusions: The Alabama Quassarte Tribal Town is unaware of any cultural or sacred sites located within the immediate project area. The AQTT's Historic Preservation Department concurs that there should be no adverse effect to any known historic properties and that work should proceed as planned. However, as the project is located in an area that is general historic interest to the Tribe, we request that work be stopped and our office contacted immediately if any Native American cultural materials or human remains are encountered. If you have any questions, please contact our office at the number below. Respectfully, Alabama Quassarte Tribal Town P.O. Box 187 Wetumka,Ok 74883 (P) 405-452-3881 (F) 405-452-3889 11. Mekko Ryan Morrow - Thlopthlocco Tribal Town - P.O. Box 188 Okemah, OK - thpo@tttown.org - 000-000-0000 - electronic mail Exclusions: Thlopthlocco Tribal Town requests that all initial review materials required by applicable law be submitted by email directly to thpo@tttown.org. In addition, in the event archeological or cultural materials or human remains are discovered at any time during this undertaking, please notify Thlopthlocco Tribal Town immediately. 12. THPO William Bailey Jr - Poarch Band of Creek Indians - 5811 Jack Springs Road Atmore, AL - bbailey@pci-nsn.gov - 251-368-9136 (ext: 2075) - electronic mail If the applicant/tower builder receives no response from the Poarch Band of Creek Indians within 30 days after notification through TCNS, the Poarch Band of Creek Indians has no interest in participating in pre-construction review for the proposed site. The Applicant/tower builder, however, must immediately notify the Poarch Band of Creek Indians in the event archaeological properties or human remains are discovered during construction, consistent with Section IX of the Nationwide Programmatic Agreement and applicable law. 13. THPO Earl J Barbry Jr - Tunica-Biloxi Tribe of LA - Tunica-Biloxi Historic Preservation Office Attn: Earl, Jr., CERC (PO Box: 1589) Marksville, LA - earlii@tunica.org - 318-240- 6451 - electronic mail Exclusions: Email all requests for review rather than mailing hard copy. If the applicant/tower builder receives no response from the Tunica-Biloxi Tribe of LA within 30 days after notification through TCNS, the Tunica-Biloxi Tribe of LA has no interest in participating in pre-construction review for the proposed site. The Applicant/tower builder, however, must immediately notify the Tunica-Biloxi Tribe of LA in the event archaeological properties or human remains are discovered during construction, consistent with Section IX of the Nationwide Programmatic Agreement and applicable law. The notification that you provided was also forwarded to the following SHPOs in the State in which you propose to construct and neighboring States. The information was provided to these SHPOs as a courtesy for their information and planning. You need make no effort at this time to follow up with any SHPO that does not respond to this notification. Prior to construction, you must provide the SHPO of the State in which you propose to construct (or the Tribal Historic Preservation Officer, if the project will be located on certain Tribal lands), with a Submission Packet pursuant to Section VII.A of the NPA unless the project is excluded from SHPO review under Section III D or E of the NPA. 14. SHPO Katie Blount - Mississippi Dept of Archives & History - (PO Box: 571) Jackson, MS - kblount@mdah.state.ms.us - 601-359-6850 - electronic mail 15. Deputy SHPO Kenneth H P'Pool - Division of Historic Preservation - (PO Box: 571) Jackson, MS - kppool@mdah.state.ms.us - 601-359-6940 - electronic mail TCNS automatically forwards all notifications to all Tribal Nations and SHPOs that have an expressed interest in the geographic area of a proposal. However, if a proposal for PTC wayside poles falls within a designated exclusion, you need not expect any response and need not pursue any additional process with that Tribal Nation or SHPO. In addition, a particular Tribal Nation or SHPO may also set forth policies or procedures within its details box that exclude from review certain facilities (for example, a statement that it does not review collocations with no ground disturbance; or that indicates that no response within 30 days indicates no interest in participating in pre-construction review). Please be advised that the FCC cannot guarantee that the contact(s) listed above have opened and reviewed an electronic or regular mail notification. If you learn that any of the above contact information is no longer valid, please contact the FCC by emailing tcnshelp@fcc.gov. The following information relating to the proposed tower was forwarded to the person(s) listed above: Notification Received: 02/20/2026 Notification ID: 307527 Excluded from SHPO Review: No Tower Owner Individual or Entity Name: Cellco Partnership and its controlled affiliates dba Verizon Wireless Consultant Name: Kristian Clark Street Address: 21 B Street City: Burlington State: MASSACHUSETTS Zip Code: 01803 Phone: 417-251-0754 Email: kclark@ebiconsulting.com Structure Type: POLE - Any type of Pole Latitude: 30 deg 31 min 23.6 sec N Longitude: 87 deg 54 min 17.5 sec W Location Description: 5 N Church St City: Fairhope State: ALABAMA County: BALDWIN Detailed Description of Project: Proposed installation of a new small cell wireless facility resulting in minimal ground disturbance. Please see Attachment 4 of this filing for project design details. (260061232PR) [617472296] Ground Elevation: 34.2 meters Support Structure: 9.1 meters above ground level Overall Structure: 11.6 meters above ground level Overall Height AMSL: 45.8 meters above mean sea level If you have any questions or comments regarding this notice, please contact the FCC using the electronic Help Request form located on the FCC's website at: https://www.fcc.gov/wireless/available-support-services You may also call the FCC Support Center at (877) 480-3201 (TTY 717-338-2824). Hours are from 8:00 a.m. to 6:00 p.m. Eastern Time, Monday through Friday (except Federal holidays). To provide quality service and ensure security, all telephone calls are recorded. Thank you, Federal Communications Commission 7.0 Historic Properties Direct Effects a. List all properties within the APE for direct effects. On February 23, 2026, EBI Consulting completed a review of the available records as required per Section VI.D.2 of the Federal Communications Commission’s 2004 Nationwide Programmatic Agreement to identify historic properties in the APE for Direct Effects. Please refer to the above list in the FCC Form. b. Provide the name and address (including U.S. Postal Service ZIP Code) of each property in the APE for direct effects, not listed in part “a.” (above), that the Applicant considers to be eligible for listing in the National Register as a result of the Applicant’s research. For each such property, describe how it satisfies the criteria of eligibility (36 C.F.R. Part 63). For each property that was specifically considered and determined not to be eligible, describe why it does not satisfy the criteria of eligibility. The subject property primarily consists of maintained grass within a public right-of-way. There are no above-ground structures, objects or buildings present within the APE-DE as defined above. c. Describe the techniques and the methodology, including any field survey, used to identify Historic Properties within the APE for direct effects.1 If no archeological field survey was performed, provide a report substantiating that: i) the depth of previous disturbance exceeds the proposed construction depth (excluding footings and other anchoring mechanisms) by at least 2 feet; or, ii) geomorphological evidence indicates that cultural resource-bearing soils do not occur within the project area or may occur but at depths that exceed 2 feet below the proposed construction depth.2 EBI Consulting completed the process outlined in Section VI.D.2 of the FCC’s 2004 NPA to identify above ground historic properties. Please see parts a. and b. above. EBI Consulting completed an evaluation of the proposed Project Site for the likelihood of containing archeological Historic Properties. Please refer to the attached report documenting the findings of this project review by a qualified archaeologist including a description of the techniques and the methodology used to identify Historic Properties within the APE for direct effects. This report concludes that archeological resources are not expected to be impacted by the construction of the proposed tower and installation of associated support equipment at the Project Site. 1. Pursuant to Section VI.D.2.a. of the Nationwide Agreement, Applicants shall make a reasonable and good faith effort to identify above ground and archeological Historic Properties, including buildings, structures, and historic districts, that lie within the APE for direct effects. Such reasonable and good faith efforts may include a field survey where appropriate. 2. Under Section VI.D.2.d. of the Nationwide Agreement, an archeological field survey is required even if none of these conditions applies, if an Indian tribe or NHO provides evidence that supports a high probability of the presence of intact archeological Historic Properties within the APE for direct effects. FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 23 Archaeology Sensitivity Assessment Downtown Fairhope SC 1 / 17636541 5 N Church St Fairhope, Alabama 36532 Baldwin County Unsectioned EBI Project No. 260061232PR Report Date: March 11, 2026 Project Area: 871 square feet (80.9 square meters) Land Status:Public Prepared for: Verizon Wireless 14123 Cicero Road Houston, TX 77095 Prepared by: Christopher Grant, M.A., RPA Archaeologist II 21 B Street Burlington, MA 01803 ebiconsulting.com Table of Contents Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.0 The Project and Project Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22.0 Figure 1: USGS Topographic Quadrangle with Project Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Figure 2: County Map with Project Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Figure 3: 2022 Aerial Image with APE-DE Details (Google Earth 2026) . . . . . . . . . . . . . . . . . . . . . . 5 Subject Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63.0 Environmental Setting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74.0 Known Archaeological Sites . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95.0 Prior Cultural Resource Surveys . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 126.0 Historical Map and Aerial Image Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 137.0 Figure 4: 1939 Daphne, AL USGS Topographic Quadrangle with Project Area . . . . . . . . . . . . . 14 Figure 5: 1953 Daphne, AL USGS Topographic Quadrangle with Project Area . . . . . . . . . . . . . 15 Figure 6: 1940 Aerial Image with Project Area (NETR 2026) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Archaeological Sensitivity of the APE-DE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 178.0 Pedestrian Survey . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 189.0 Conclusion and Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1910.0 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2011.0 Appendix A - Site Plans Appendix B - Resume Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 1.0 Introduction Cellco Partnership and it’s controlled affiliates dba Verizon Wireless (Verizon Wireless) proposes to install a wireless telecommunications facility at the above-referenced location (herein the “Project Area”). I, Christopher Grant, M.A., RPA, Archaeologist II, with EBI Consulting (EBI), am providing an assessment of the archaeological potential of the Project Area. Drawings provided by the Applicant, historical and topographic maps, aerial and recent photographs of the Project Area, and other available data were reviewed to complete this assessment. Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 1 2.0 The Project and Project Area The Project Area is located at 5 N Church St in Fairhope, Baldwin County, Alabama. Verizon Wireless proposes to install a 38' (11.6 meter [m]) Pole and support equipment within a 10' by 10' (3.05m by 3.05m) lease area. Power will be routed underground from an existing utility pole approximately 257' (78.3m) south to the proposed pole. Trenching for power is not anticipated to exceed 3' (0.9m) in width. Fiber will be routed underground from a proposed handhole, which will be installed within the lease area. Access will be via the existing rights-of-way (Site Plans, Figures 1-3). Per the FCC’s definition, the Area of Potential Effect-Direct Effects (APE-DE) consists of the 10' by 10' (3.05m by 3.05m) lease area, the underground utility easement, and the proposed access route. Note that establishing the access route will not require new ground disturbance. The total area of ground to be disturbed is approximately 871 square feet (80.9 square meters) (see Site Plans, Figures 1-3). Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 2 Copyright:© 2013 National Geographic Society, i-cubed 33 7 9 0 0 0 33 7 8 0 0 0 33 7 7 0 0 0 33 7 6 0 0 0 33 7 5 0 0 0 33 7 9 0 0 0 33 7 8 0 0 0 33 7 7 0 0 0 33 7 6 0 0 0 33 7 5 0 0 0 415000414000413000412000411000 415000414000413000412000411000 Microsoft, Vantor 0 10.25 0.5 0.75 MilesµCreated By EBI GIS Date: 2/20/2026 Project # 260061232PR Source: Selected data from ESRI, USGS, and EBI. Spatial Reference Coordinate System: NAD 1983 UTM Zone 16N Projection: Transverse Mercator Datum: North American 1983 Longitude and Latitude: 87.904875°W 30.52322°N Easting and Northing: 413187E 3377113N m Section Township Range: Not in PLSS USGS 24K Quad: Daphne, AL 1983 Fairhope, Alabama 36532 5 N Church St Downtown Fairhope SC 1 Site Radius at 1/2 & 1 mile Project Site Lease Area / Access Easement USGS Quad Location Map Baldwin Esri, HERE, Garmin, NGA, USGS, NPS Esri, HERE, Garmin, NGA, USGS, NPS010205Miles µ Spatial Reference Coordinate System: NAD 1983 UTM Zone 16N Projection: Transverse Mercator Datum: North American 1983 Source: Selected data from ESRI and EBI. Created By EBI GIS 2/20/2026 County Location County of Interest Project Site Downtown Fairhope SC 1 5 N Church St Baldwin County Fairhope, Alabama 36532 Project # 260061232PR 3.0 Subject Property The Subject Property consists of a portion of the public right-of-way of N Church Street. Improvements to the Subject Property include a paved road, concrete and brick sidewalk, curbs and gutters, streetlight poles, landscaping, buried utility handholes, utility vaults, utility pedestals, storm drain inlets, and below ground utilities, including power, water, and sewer lines. The surrounding area is comprised of mixed urban residential and commercial development (see Site Plans, see Figure 3). Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 6 4.0 Environmental Setting The Project Area location was evaluated for its potential for precontact and early historic use and settlement based on several environmental factors. These factors included, but were not limited to, proximity to existing or relict rivers or streams, particularly first order water resources and water confluences, distance to wetlands, location in relation to elevated landforms or other special environmental features, as well as recorded soil survey type and potential for disturbed soils based on modern development. The Subject Property is located on the Daphne, AL 1983 United States Geological Survey (USGS) 7.5’ Topographic Quadrangle. According to the Site Plans, the Subject Property is located at an elevation of 112.1' (34.2m) above mean sea level (msl). The topography of the Subject Property is relatively flat. The vicinity of the Project Area is characterized by a hilly urban environment (see Figure 1). Historical topographic quadrangles depict the Project Area as approximately 0.2 mile (0.3 kilometer [km]) northwest of the seasonally intermittent Stack Gully. In general, this distance to water resources would not have been attractive to precontact and early historic groups for long-term use or settlement. The Project Area is in the Southern Coastal Plain ecoregion (ecoregion 75) and falls specifically into the Gulf Coast Flatwoods subregion (ecoregion 75a). Along the coasts of Louisiana, Mississippi, and Alabama, the Gulf Coast Flatwoods form a slim belt of almost flat terraces and delta sediments made up of Quaternary-age sands and clays. Moist, sandy lowlands and wide, sometimes swampy depressions are typically covered with forests,whereasportionsofthemorewell-drainedterrainhavebeenconvertedtopasturelandoragriculture (EPA 2026). Information concerning the geology of the Subject Property was obtained from the USGS Ground Water Atlas of the United States, Alabama region (1990). The Subject Property is located within the Coastal Plain physiographic province, which is characterized by areas of low relief and consists of alternating and inter-fingering beds of clay, silt, sand, and gravel. The sequence is generally wedge-shaped and dips and thickens toward the Gulf of Mexico. The purpose of discussing soils within the context of an archaeological assessment is to identify the type of deposition that has occurred within the APE-DE and, therefore, how deep cultural resources may be anticipated. According to the Natural Resources Conservation Service's Web Soil Survey (NRCS), the dominant soil composition in the vicinity of the Project Area is classified as Malbis fine sandy loam, 0 to 2 percent slopes. Malbis soils occur on coastal plains and are derived from a parent material of loamy fluviomarine deposits over loamy to clayey fluviomarine deposits. The dominant soil composition within the northern portion of the utility route is classified as lakeland fine sand, 0 to 5 percent slopes. Lakeland soils occur on hillslopes and are derived from a parent material of sandy marine deposits derived from sedimentary rock (NRCS 2026). Typical profiles for these soil series are presented in the table below (NRCS 2026, OSD 2026). Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 7 Dominant Soil Series within APE-DE Soil Name Percentage of APE-DE Depth Horizon Texture Malbis NA 0 to 13" (33cm) Ap fine sandy loam 13" to 17" (33cm to 43.2cm ) BE loam 17" to 35" (43.2cm to 88.9cm) Bt sandy clay loam 35" to 52" (88.9cm to 132.1cm) Btv1 sandy clay loam 52" to 70" (132.1cm to 177.8cm) Btv2 sandy clay loam 70" to 79" (177.8cm to 200.7cm) 2Btvg loam Lakeland NA 0 to 3" (7.6cm) A crushed and rubbed sand 3" to 10" (7.6cm to 25.4cm ) C1 sand 10" to 43" (25.4cm to 109.2cm) C2 sand 43" to 64" (109.2cm to 162.6cm) C3 sand 64" to 80" (162.6cm to 203.2cm) C4 sand For Malbis and Lakeland soils, the A horizon represents the topsoil and most archaeological sites will be present within this horizon/layer. E horizons consist of an intermediate eluviated layer and also have the potential to bear cultural resource deposits. B horizons are the subsoil deposits, usually formed through illuviation. In archaeological terms, the subsoil usually predates most human occupations and dates to the latter part of the Pleistocene epoch, or approximately 12,000 years ago. Cultural resources could be anticipated to depths of 3 to 13 inches (7.6 to 33 centimeters) in the respective A horizons. However, given the extent of modern development, intact, significant archaeological materials are not anticipated at the Project Area. Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 8 5.0 Known Archaeological Sites A review of files was requested from the Alabama State Site File Coordinator by Christopher Grant, MA, RPA,Archaeologist II,. The results were received on February 23, 2026 indicating that there are two registered archaeological sites within 1 mile (1.6km) of the APE-DE. Of these two sites, neither meet the FCC’s definition of a Historic Property for the purposes of this undertaking. The site location and a brief description are presented in the table below. Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 9 Known Archaeological Sites Identified by Class I Research Site Number Site Name Description NRHP Status Distance from APE-DE 1Ba732 Locus 1 Historic trash feature; This site represents the location of a historic sample collection and a late nineteenth to mid twentieth century trash pit feature. This site is located 52 meters north if the intersection of Rairhope Ave and Church Street, and about 4 meters east of the sidewalk. This site fikely represents disregarded trash from the historic period. At the time of the site’s discovery, the area was partially covered by manicured grasses and partially covered by asphalt, with a large live oak tree to the northeast of the site. No Determination 50' (15.24m) east 1Ba733 Locus 2 Historic artifact scatter No Determination 400' (121.9m) east There are zero precontact sites and two historic-period sites recorded within the 1 mile (1.6km) search radius. The two historic-period sites consist of trash pits or artifact scatters uncovered during construction projects in downtown Fairhope. Both sites have been significantly disturbed by construction and modern development. Although site 1Ba732 is located 50' (15.24m) to the east of the APE-DE, the site has been significantly disturbed and its boundaries clearly delineated. Site recorders indicated that the site has no Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 10 future research potential. At its closest point, the site is located across the N Church Street road right-of-way approximately 50' (15.24m) from the APE-DE. At this point, the APE-DE consists of a narrow utility trench. As a result, given the limited footprint of the APE-DE, this known site will not be affected by the proposed undertaking. Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 11 6.0 Prior Cultural Resource Surveys This same review of files maintained by the Alabama State Site File Coordinator indicated that zero prior cultural resource surveys have been conducted within 1 mile (1.6km) of the APE-DE. Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 12 7.0 Historical Map and Aerial Image Review A review of historical maps, topographic quadrangles, and aerial images was conducted in order to identify potential historic occupation and use of the Project Area. The earliest available topographic quadrangle from the early to mid-20th century depicts the Project Area as improved with the road right-of-way of N Church Street. The Project Area is situated within a developing urban environment (USGS 1939; Figure 4). In 1953, the Subject Property is again depicted as improved with the right-of-way of N Church Street and the vicinity of the Project Area is shaded to indicate an urbanized environment (USGS 1953; Figure 5). In the late 20th century, the Subject Property is again depicted as improved with the road right-of-way of N Church Street (USGS 1983; see Figure 1). A similar review of aerial images from 1940 through 2025 supports the observations above. In the earliest available aerial image from 1940, the Subject Property was shown improved with the road right-of-way of N Church Street. The surrounding street grid and urban development were in place by that time (NETR 2026; Figure 6). An aerial image from the present day (see Figure 3) shows the continued maintenance and improvement of the roadway and infrastructure, with the Project Area itself developed with cement sidewalks and asphalt paved roadways, and adjacent to utility poles and other modern infrastructure. Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 13 8.0 Archaeological Sensitivity of the APE-DE The precontact sensitivity of the APE-DE is low and the historic sensitivity of the APE-DE is low. The Project Area is not located in a favorable environment for long-term use due to the distance from perennial water sources. This suggests that use of the area in the precontact period, if any, was likely transitory in nature. The Subject Property has been developed as part of downtown Fairhope since at least the early to mid-20th century, when the surrounding street grid was established and the vicinity developed for urban commercial and residential purposes. The Subject Property was developed with the road right-of-way of N Church Street by 1939. Further urbanization of the vicinity of the Project Area was apparent in the following decades. Although there are known historic-period archaeological sites recorded within close proximity to the APE-DE, these sites consist of trash pits or sparse artifact scatters that have been significantly disturbed and destroyedbyconstructionandmoderndevelopmentefforts.Thedevelopmentandsubsequentimprovement of the road, landscaping, and utility infrastructure would have impacted soils within the APE-DE beyond a depth of culturally sterile subsoil. Consequently, the probability of encountering intact,significant archaeological resources within the APE-DE is low. Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 17 9.0 Pedestrian Survey No site visit was undertaken by an archaeologist per the 2004 FCC NPA Section V1.D.2.c, which states “the Applicant need not undertake a Field Survey for archaeological resources where: i. The depth of previous disturbance exceeds the proposed construction depth (excluding footings and other anchoring mechanisms) by at least 2 feet as documented in the Applicant’s sitting analysis; or ii. Geomorphological evidence indicates that cultural resource-bearing soils do not occur within the project area or may occur but at depths that exceed 2 feet below the proposed construction depth.” Based on a review of the soil data (please see Environmental Context above for details), coupled with the limited footprint of the undertaking, it was determined that the proposed undertaking meets the conditions of the 2004 FCC NPA Section V1.D.2.c. due to documented prior disturbance and recorded soil data for the APE-DE. Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 18 10.0 Conclusion and Recommendations In light of available information, it is my professional opinion that there is little likelihood of encountering significant archaeological resources in association with this project. The precontact and historic archaeological sensitivities are low and the APE-DE has been extensively disturbed by construction, landscaping, and utilities placement (See Attachment 2 Photos; Figure 3). In addition, the limited proposed disturbance at the site and the minimal footprint of the project mitigate any archaeological sensitivity. This finding is supported by the extensive nature of the development at the Project Area. EBI's review of similar sites has found that the subsurface profile of the area is likely to be characterized by a non-homogeneous distribution of soil and fill types. Excavation, backfilling, and grading for the existing road, right-of-way, landscaping, and utilities placement would typically result in a varied subsurface profile that would have disrupted the setting and character of in situ cultural materials (See Attachment 2 Photos; Figure 3). Based on the review above, no Historic Properties have been identified within the APE-DE. In addition, no further archaeologicalworkisrecommendedforthisinstallationduetothelimitedproposedgrounddisturbanceand thepreviouslydisturbednatureoftheAPE-DEatgrade(supportedbySection106oftheNHPA36C.F.R.Part 800.4 (b) (1) and the 2004 FCC NPA Section V1.D.2.c). In the event that a concentration of artifacts or culturally modified soil deposits (including trash pits older than 50 years) should be encountered at any time during ground disturbing activities, all work must stop until a qualified archaeologist views the finds and makes a preliminary evaluation. If warranted, further archaeological work in the discovery area should be performed. Although unlikely, if unmarked burials or human skeletal remains are encountered as a result of construction, said activity shall cease immediately upon discovery until the Medical Examiner/County Coroner and a qualified archaeologist evaluate the remains. Sincerely, EBI Consulting Christopher Grant, M.A., RPA Archaeologist II University of Chicago 2013 cgrant@ebiconsulting.com Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 19 11.0 References Environmental Protection Agency (EPA) 2026 Level III and IV Ecoregions of the Continental United States.https://www.epa.gov/eco-research/ level-iii-and-iv-ecoregions-continental-united-states Accessed February 23, 2026. Federal Communications Commission (FCC) 2004 Nationwide Programmatic Agreement Regarding the Section 106 National Preservation Act Review Process, Report and Order, FCC 04-222. An annotated version showing later technical and officially adopted revisions available from the Federal Communications Commission website at https://www.fcc.gov/document/ nationwide-programmatic-agreement-regarding-section-106-national-0. Google Earth 2026 Google Earth. http://www.earth.google.com. Accessed February 23, 2026. Nationwide Environmental Title Research (NETR) 2026 Historic Aerials. www.historicaerials.com. Accessed February 23, 2026. Natural Resources Conservation Service (NRCS) 2026 Web Soil Survey. http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx. Accessed February 23, 2026. Official Soil Series Descriptions (OSD) 2026 https://soilseries.sc.egov.usda.gov/osdname.aspx. United States Department of Agriculture soils website Accessed February 23, 2026. United States Department of the Interior 1983 Archaeology and Historic Preservation: Secretary of the Interiors Standards and Guidelines. Federal Register Part IV, 48(2):44716-44742. Annotated version showing later technical and officially adopted revisions available from the National Park Service’s preservation laws, regulations, and standards webpage at http://cr.nps.gov/local-law/arch_stnds_0.html. United States Geological Survey (USGS) 1939 Daphne, AL 1:31680 scale Topographic Quadrangle. USGS, Washington, D.C. 1953 Daphne, AL 7.5’ Topographic Quadrangle. USGS, Washington, D.C. 1983 Daphne, AL 7.5’ Topographic Quadrangle. USGS, Washington, D.C. 1990 Groundwater Atlas.https://pubs.usgs.gov/publication/ha730K Accessed February 23, 2026. Archaeology Sensitivity Assessment EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 20 Appendix A Site Plans OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION:verizonverizon SITE NAME: VERIZON SMALL CELL DOWNTOWN_FAIRHOPE_SC1 CONSTRUCTION PLANS FOR PROPOSED VERIZON METAL SMALL CELL POLE NOTE: 1. CONTRACTOR MUST FIELD VERIFY EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITY LINES AND CONDUITS PRIOR TO COMMENCING CONSTRUCTION ON THIS PROJECT. 2. CONTRACTOR SHALL COMPLY WITH CITY OF FAIRHOPE ORDINANCE 3. NO WATER, WASTEWATER, OR DRAINAGE PROPOSED IN THIS PLAN SET VZW SITE NAME MDG LOCATION ID LAT LONG NEAREST ADDRESS JURISDICTION DOWNTOWN_FAIRHOPE_SC1 5000975299 30.523215° (30° 31' 23.57" N) -87.904873° (87° 54' 17.54" W)5 N CHURCH ST, FAIRHOPE, AL 36532 CITY OF FAIRHOPE ONE-CALL NOTIFICATION SYSTEM CALL BEFORE YOU DIG!!!! 811 (IN ALABAMA) NEW STATEWIDE NUMBER 1-800-292-8525 1 VICINITY MAP DOWNTOWN_FAIRHOPE_SC1 LOCATION MAP TITLE ALL WORK SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH CURRENT EDITIONS OF THE FOLLOWING CODES: ·2018 INTERNATIONAL BUILDING CODE ·2018 INTERNATIONAL FIRE CODE ·2017 NATIONAL ELECTRIC CODE ·CITY/COUNTY ORDINANCES ·STAT ORDINANCES ·LOCAL BUILDING CODES DRAWING INDEX SHEET NUMBER SHEET TITLE 1 TITLE 2 NOTES 3 DOWNTOWN_FAIRHOPE_SC1 4 5 CONSTRUCTION DETAILS6 PROFILE 7 ANTENNAS SPECIFICATIONS 8 CBRS RRH SPECIFICATION 9 RRH SPECIFICATION 10 RECTIFIER SPECIFICATION ONE-LINE DIAGRAM 11 PHOTO SIMULATION DOWNTOWN_FAIRHOPE_SC1 12 RAYCAP POLE DESIGN SPECS- RRH ORAN SPECIFICATION THE CONTRACTOR TO PLACE SIGNS PRIOR TO BEGINNING CONSTRUCTION AT THE BEGINNING AND END OF THE PROJECT LIMITS AND AT THE INTERSECTIONS. THE SIGNS ARE TO REMAIN UP 24 HOURS A DAY UNTIL THE UTILITY CONSTRUCTION AND THE PAVEMENT RESTORATION IS COMPLETE. 13 POWER PATH TCP DETAIL14 01/14/2026 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: GENERAL NOTES: 1. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES. 2. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 3. THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 5. SITE GROUNDING SHALL COMPLY WITH VERIZON WIRELESS GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH VERIZON WIRELESS GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING AND MARKING IS REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA), IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS. 8. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIRED INSPECTIONS. A MINIMUM OF 24 HOURS OF NOTICE SHALL BE GIVEN AND THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IF POSSIBLE. 10. CONSTRUCTION MANAGER WILL CONFIRM FAA APPROVAL OF TOWER LOCATION BY ISSUING TOWER RELEASE FORM. NO TOWER SHALL BE CONSTRUCTED UNTIL THE TOWER RELEASE FORM IS ISSUED TO THE CONTRACTOR. 11. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE FINAL RF DESIGN AND TOWER STRUCTURAL ANALYSIS. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. 12. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 14. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASE PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR. 15. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL. 16. SEEDING AND MULCHING OF THE SITE SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD. 17. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC. 18. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 19. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED IN THIS DESIGN PACKAGE. EXCAVATION & GRADING NOTES: 1. ALL CUT AND FILL SLOPES SHALL BE 3 : 1 MAXIMUM. 2. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. 4. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MECHANICALLY COMPACTED GRANULAR MATERIAL OF CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILING CONCRETE THICKNESS. 5. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACK FILLING, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. 6. BACK FILL SHALL BE: - APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND, GRAVEL, OR SOFT SHALE; - FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS; - IN LAYERS AND COMPACTED. 7. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6" DEEP BEFORE COMPACTION. EACH LAYER SHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND OPERATED OR MACHINE TAMPERS TO 95% OF MAXIMUM DENSITY, AT THE OPTIMUM MOISTURE CONTENT 2% AS DETERMINED BY ASTM DESIGNATION D-698, UNLESS OTHERWISE APPROVED. SUCH BACK FILL SHALL NOT BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE. 8. THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND PREVENT WATER FROM STANDING. THE FINAL GRADE SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AND SHALL THEN BE COVERED WITH 4" DEEP COMPACTED STONE OR GRAVEL. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL CITY, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STAW BALE SEDIMENT BARRIERS AND CHECK DAMS. 10. FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACING FILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAT 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED DENSITY. 11. REPLACE THE EXISTING WEARING SURFACE ON AREAS WHICH HAVE BEEN DAMAGED OR REMOVED DURING CONSTRUCTION OPERATIONS. SURFACE SHALL BE REPLACE TO MATCH EXISTING ADJACENT SURFACING AND SHALL BE OF THE SAME THICKNESS. NEW SURFACE SHALL BE FREE FROM CORRUGATIONS AND WAVES. EXISTING SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH, ORGANIC MATERIAL, OF OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ALL ADDITIONAL RESURFACING MATERIAL AS REQUIRED. BEFORE SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. SURFACING SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE. 12. PROTECT EXISTING SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND SHALL BE OF THE SAME THICKNESS. 13. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED / REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. 14. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. 15. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 16. RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY, AND FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCE.2 NOTES 01/14/2026 9'-0" BELOW GRADE LEVELPOLE DEPTH 7'-0" A.G.L.TOP OF LOAD CENTER / DISC. 4'-8" A.G.L.METER HEIGHT 5'-0" (TYP.) 24'-0" A.G.L.STREETLIGHT HEIGHT 15'-0" A.G.L.BOTTOM OF CABINET 18'-0" A.G.L.TOP OF CABINET Ø10 3/4" PO L E D E P T H P E R P O L E DE S I G N D R A W I N G S 1' - 1 1 " 5'-0" A.G.L.PROPOSED FTP (OPP.) 25'-8 5/8" A.G.L.CBRS RRH HEIGHT 29'-1" A.G.L.POLE HEIGHT 32'-0" A.G.L.ANTENNA RAD CENTER 35'-5 5/16" A.G.L.ANTENNA RAD CENTER 37'-6" A.G.L.HIGHEST APPURTENANCE Ø22" OH OH 66'-0" - APPARENT R.O.W. WIDTH 47'-0" S S S 2'-5" TO S/W 8' - 1 1 " T O P O L E 3 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: N DOWNTOWN_FAIRHOPE_SC1 PLAN VIEW NOTE: THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF-WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. ALL NEW ACCESS, UTILITY EASEMENTS AND NEW LEASE AREAS ARE APPROXIMATE. ALL EXISTING LANDSCAPING AND/OR PRIVATE UTILITIES AFFECTED BY CONSTRUCTION TO BE RESTORED TO ORIGINAL STATE UPON COMPLETION. FLOODPLAIN: DOWNTOWN_FAIRHOPE_SC1: THE PROPERTY SHOWN HEREON (EITHER TOTAL OR IN PORTION) IS LOCATED IN FLOOD INSURANCE RATE MAP 01003C0644M DATED 04/19/2019, UNSHADED ZONE X. NODE INFORMATION: LATITUDE/LONGITUDE: 30.523215, -87.904873 NEAREST ADDRESS:5 N CHURCH ST CITY:FAIRHOPE ZIP CODE:36532 DOWNTOWN_FAIRHOPE_SC1 POWER NOTE: ·UTILITY POWER DESIGN COMPLETED BY OTHERS. ·POWER METER MAY BE LOCATED AT COMMON PEDESTAL WITH SERVICE ENTRANCE RATED DISCONNECT. ·FOR PEDESTAL SCENARIOS ONLY AN AC PANEL WILL BE INSTALLED ON THE POLE. ·CONTRACTOR TO VERIFY WITH CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. INSTALLATION NOTE: POLE SELECTED FOR EQUIPMENT INSTALLATION SHALL BE TRUCK ACCESSIBLE AT ALL TIMES. ALL INSTALLATIONS SHALL COMPLY WITH THE CURRENT PUBLISHED ISSUES OF THE NATIONAL ELECTRICAL SAFETY CODE (NESC), AND POLE ATTACHMENT STANDARDS FOR POLE OWNER. OVERALL SITE PHOTOS **GC TO COORDINATE WITH POWER CO PRIOR TO CONSTRUCTION** CONTACT MARSHALL KING FAIRHOPE PUBLIC UTILITIES, MARSHALL.KING@FAIRHOPEAL.GOV DOWNTOWN_FAIRHOPE_SC1 CONSTRUCTION NOTES: 1. UTILITIES DEPTH MUST BE VERIFIED PRIOR TO CROSSINGS. 2. BEWARE OF HOUSE CONNECTIONS CATCH BASINS, DRAIN AND HYDRANT LEAD THROUGHOUT PROJECT AZIMUTHS AZIMU T H 120° (C-BA N D ) AZIMU T H 240°(C-BA N D ) 0° AZ I M U T H (4 G / C - B A N D ) 80' RIGHT OF WAY (P) FAIRHOPE AVENUE (F) 66 ' R I G H T O F W A Y ( P ) NO R T H CH U R C H ST R E E T ( F ) EXISTING BUILDING EXISTING TREES R. O . W . EX. CURB & GUTTER (TYP.) EXISTING STORM GRATE (TYP.) EXISTING O/H POWER LINE (TYP.) EXISTING TREE LINE (TYP.) EXISTING ADA PAD (TYP.) EXISTING FIRE HYDRANT EXISTING LIGHT POLE (TYP.) PROPOSED VERIZON METAL SMALL CELL POLE (STA 0+00) PROPOSED FIBER HH IN R.O.W. GC TO REFER TO FIBER DRAWINGS BY OTHERS FOR FINAL LOCATION EXISTING ROAD LINE (TYP.) EXISTING PARKING LOT EX. UTILITY HANDHOLE (TYP.) EX. PLANTEREXISTING LANDSCAPE (TYP.) CONCRETE EXISTING WATER VALVE (TYP.) EXISTING WASTE WATER MH (TYP.) ASPHALT 2" PORT (TYP. ALL FACES) PROPOSED EQUIPMENT ENCLOSURE (RAYCAP - RSCAC-1028) TO INCLUDE: ·(1) SAMSUNG - RF4439d-25A B2/B66A RRH ORAN ·(1) SAMSUNG - 4461d-13A RRH ·(1) OMNION - SC4500 RECTIFIER PROPOSED GROUNDING ROD; GROUND ALL EQUIPMENT PER MANUFACTURER'S SPECS. FIBER MEET-ME POINT POWER MEET-ME POINT PROPOSED FIBER HH IN R.O.W. GC TO REFER TO FIBER DRAWINGS BY OTHER FOR FINAL LOCATION LONG RADIUS 90° BENDS FOR CONDUIT ENTRY TO POLE PROPOSED FIBER TO FTP (BY OTHERS) PROPOSED (1) SAMSUNG - RT4423-48B CBRS RRH TO BE BAND MOUNTED PROPOSED COAX, FIBER, AND POWER CABLING TO BE ROUTED AND CONCEALED WITHIN POLE GRADE ELEV. 112.1' AMSL PROPOSED METAL POLE; RAL# TBD "FAIRHOPE GREEN" (SUPPLIED BY VERIZON; TO BE INSTALLED BY GENERAL CONTRACTOR) [RAYCAP PART #: RCP-2501717-00] PROPOSED LUMINAIRE 80' RIGHT OF WAY (P) FAIRHOPE AVENUE (F) EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING PARKING LOT EXISTING SIDEWALK EX I S T I N G SI D E W A L K EX I S T I N G SI D E W A L K RI G H T O F W A Y B. O . C . BRICK BRICK ASPHALT ASPHALT AS P H A L T B. O . C . EX . P A R K I N G E. O . A . E. O . A . EXISTING TREE (TYP.) EXISTING UTILITY PEDESTAL EXISTING MH (TYP.) EXISTING FENCE (TYP.) EX. BUILDING ASPHALT EXISTING PVT DR EXISTING PVT DR EDGE OF ASPHALT RIGHT OF WAY BACK OF CURBEXISTING SIDEWALK EXISTING PARKING LOT EXISTING PARKING LOT RIGHT OF WAY EDGE OF ASPHALT PROPOSED (1) JMA WIRELESS - CX16OMI236-1C 4G ANTENNA PROPOSED (3) SAMSUNG - MT1602d-48B C-BAND ANTENNAS EX . P A R K I N G 01/14/2026 OH OH UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P S S S 4 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: N DOWNTOWN_FAIRHOPE_SC1 POWER PATH FLOODPLAIN: DOWNTOWN_FAIRHOPE_SC1: THE PROPERTY SHOWN HEREON (EITHER TOTAL OR IN PORTION) IS LOCATED IN FLOOD INSURANCE RATE MAP 01003C0644M DATED 04/19/2019, UNSHADED ZONE X. NODE INFORMATION: LATITUDE/LONGITUDE: 30.523215, -87.904873 NEAREST ADDRESS:5 N CHURCH ST CITY:FAIRHOPE ZIP CODE:36532 NOTE: THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF-WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. ALL NEW ACCESS, UTILITY EASEMENTS AND NEW LEASE AREAS ARE APPROXIMATE. ALL EXISTING LANDSCAPING AND/OR PRIVATE UTILITIES AFFECTED BY CONSTRUCTION TO BE RESTORED TO ORIGINAL STATE UPON COMPLETION. CONSTRUCTION NOTES: 1. UTILITIES DEPTH MUST BE VERIFIED PRIOR TO CROSSINGS. 2. BEWARE OF HOUSE CONNECTIONS CATCH BASINS, DRAIN AND HYDRANT LEAD THROUGHOUT PROJECT **GC TO COORDINATE WITH POWER CO PRIOR TO CONSTRUCTION** CONTACT MARSHALL KING FAIRHOPE PUBLIC UTILITIES, MARSHALL.KING@FAIRHOPEAL.GOV EDGE OF ASPHALT CO N C R E T E GRASS 80' RIGHT OF WAY (P) FAIRHOPE AVENUE (F) 66 ' R I G H T O F W A Y ( P ) NO R T H CH U R C H ST R E E T ( F ) EXISTING BUILDING EXISTING TREES R. O . W . RIGHT OF WAY BACK OF CURBEXISTING SIDEWALK EXISTING CURB & GUTTER (TYP.) EXISTING STORM GRATE (TYP.) EXISTING O/H POWER LINE (TYP.) EX I S T I N G PA R K I N G L O T EXISTING TREE LINE (TYP.) EXISTING ADA PAD (TYP.) EXISTING FIRE HYDRANT EXISTING LIGHT POLE (TYP.) PROPOSED VERIZON METAL SMALL CELL POLE (STA 0+00) PROPOSED FIBER HH IN R.O.W. GC TO REFER TO FIBER DRAWINGS BY OTHERS FOR FINAL LOCATION EXISTING ROAD LINE (TYP.) EXISTING PARKING LOT EXISTING UTILITY HANDHOLE (TYP.) EXISTING PLANTER EXISTING LANDSCAPE (TYP.) CONCRETE EXISTING WATER VALVE (TYP.) EXISTING WASTE WATER MH (TYP.) ASPHALT 80' RIGHT OF WAY (P) FAIRHOPE AVENUE (F) EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING PARKING LOT EXISTING PARKING LOT EXISTING PARKING LOT EXISTING SIDEWALK EX I S T I N G SI D E W A L K EX I S T I N G SI D E W A L K RIGHT OF WAY EDGE OF ASPHALT RI G H T O F W A Y B. O . C . BRICK BRICK ASPHALT ASPHALT ASPHALT AS P H A L T B. O . C . EX I S T I N G PA R K I N G L O T E. O . A . E. O . A . EXISTING TREE (TYP.) EXISTING UTILITY PEDESTAL EXISTING UTILITY MH (TYP.) EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDINGEXISTING TREES EXISTING TREES EXISTING UTILITY POLE W/ TRANSFORMER PROPOSED POWER SOURCE (STA 2+57) GC TO INSTALL PROPOSED 3" CONDUIT AND WIRE FROM PROPOSED POLE TO TO TRANSFORMER AT EXISTING UTILITY POLE AND STUB-UP. GC TO LEAVE APPROX. 30-40-FT OF WIRE FOR POWER CO TO MAKE CONNECTIONS. ASPHALT EXISTING FENCE (TYP.) GRASS EXISTING WOODEN DECK EXISTING BUILDING 66 ' R I G H T O F W A Y ( P ) NO R T H CH U R C H ST R E E T ( F ) EX I S T I N G PA R K I N G L O T EX I S T I N G PA R K I N G L O T RI G H T O F W A Y RI G H T O F W A Y EX I S T I N G SI D E W A L K EXISTING PVT DR EXISTING PVT DR CO N C R E T E CO N C R E T E POWER PATH 01/14/2026 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: 5 PHOTO SIMULATIONEXISTING VIEW PROPOSED VIEW 01/14/2026 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: MECHANICAL GROUND CONNECTION GROUND ROD AND BUS DETAIL POLE BUS GROUNDING DETAIL 6 CONSTRUCTION DETAILS G G G G G G G G G GRADE G G G G G G G G G G G G G G G G G G G G G G G G NOTE: G.C. TO PROVIDE PROTECTIVE FLEX CONDUIT FROM GRADE TO 12" AGL FOR GROUNDING CONDUCTOR. #2 AWG SOLID TINNED COPPER BUS TO RUN TO TOP OF POLE OR MAX HEIGHT OF EQUIPMENT. (USE EXISTING BUS IF #2AWG AND PERMITTED BY POLE OWNER) CONNECT COMMUNICATIONS EQUIPMENT AND ANTENNAS TO GROUNDING BUS WITH #6 AWG VIA C-TAPS. (ANTENNA\RADIO TO MOUNT PIPE TO BUS) #2 AWG SOLID TINNED COPPER BUS TO RUN TO TOP OF POLE OR MAX HEIGHT OF EQUIPMENT. (USE EXISTING BUS IF #2AWG AND PERMITTED BY POLE OWNER) CONNECT COMMUNICATIONS EQUIPMENT AND ANTENNAS TO GROUNDING BUS WITH #6 AWG VIA C-TAPS. (ANTENNA\RADIO TO MOUNT PIPE TO BUS) PROPOSED COMMUNICATIONS EQUIPMENT (TYP.) POLE PROPOSED GROUND ROD EXOTHERMIC WELD GROUND ROD COPPERWELD 5/8" X 10'-0" LONG TWO HOLE COPPER COMPRESSION TYPE GROUND LUG 3/8" STAINLESS STEEL BOLT FLAT WASHER GROUND BAR OR EQUIPMENT NUT LOCK WASHER FLAT WASHER #2 GROUND CONDUCTOR 4" 4" 36 " 24 " 01/14/2026 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: 7 ONE-LINE DIAGRAM GEC #8 (2) 8', 3-1/4" CU GND RODS TO BE INSTALLED PER NEC 100A 2P 100 AMP SERVICE ENTRANCE RATED LOAD CENTER (SPEC TBD BY VERIZON CM) 100 AMP 240v METER (MUST MEET CITY STANDARDS) INCOMING UTILITY SERVICE ONE LINE DIAGRAM LOAD ANALYSIS ALL DC- SIZE PER MANUFACTURE RECOMMENDATION OR UTILIZE PROPRIETARY CABLING (VERIFY WITH VERIZON CONSTRUCTION MANAGER) RECTIFIER 4G RRH25A 2P #6 GND VPA CTAP (TYP.) (3) #10 AWG & (1) #12 AWG GND 4G RRH CBRS RRH 10A 1P (2) #12 AWG & (1) #12 AWG GND 10A 1P C-BAND ANTENNA 10A 1P 10A 1P (2) #12 AWG & (1) #12 AWG GND (2) #12 AWG & (1) #12 AWG GND (2) #12 AWG & (1) #12 AWG GND C-BAND ANTENNA C-BAND ANTENNA 01/14/2026 R. O . W . 9' - 0 " P O L E D E P T H R. O . W . B. O . C . E. O . A . SIDEWALK 3'-0" TO BACK OF CURB B. O . C . E. O . A . 7'-0" TO RIGHT OF WAY TOP OF GRADE 811 LOCATES TO BE COMPLETED BEFORE ANY DIGGING. CONSTRUCTION WILL BE VERIFYING UTILITY LINES. BUILDING OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: TYPICAL PROFILE 8 PROFILE 01/14/2026 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: 9 ANTENNAS SPECIFICATIONS 01/14/2026 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: CBRS RRH SPECIFICATION 10 01/14/2026 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: 11 RRH ORAN SPECIFICATION 01/14/2026 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: 12 RRH SPECIFICATION 01/14/2026 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: RECTIFIER SPECIFICATION 13 01/14/2026 OF 14 SMALL CELL NODE CONSTRUCTION PLANS FOR PROPOSED ANTENNA SITES CHECKED: DESIGNED: DRAWN: OPD JOB #: verizon OPD 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 P. MARSHALL & ASSOCIATES CALL ALABAMA ONE CALL (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIG! 25VW_01S-020 DC ISSUED FOR REVIEW DATE 1/14/26 REV 0 DESCRIPTION: TCP DETAIL 14 01/14/2026 1 65432 87 1 2 54 6 7 83 B D C A A C D B FINAL ENGINEERING PREP VERIZON WIRELESS FAIRHOPE, AL 36532 DRAWING INDEX REVISION A12-30-2025 T1 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA P: (800)-755-0689 / F: (843)-207-0207 WWW.RAYCAP.COM PROJECT MANAGER: DANIEL ROBERTS; 843-574-9675 DWG# 25-000128186JOB# VZ25-017172-00 T1 TITLE SHEET N1-N2 NOTES & SPECIFICATIONS S1-S3 ASSEMBLY-ELEVATIONS NOT FOR CONSTRUCTION RESERVED FOR PROFESSIONAL ENGINEER'S STAMP RCP-2501717-00RAYCAP PART#: 1 65432 87 1 2 54 6 7 83 B D C A A C D B FILE PATH: C:\CHS\Designs\01 - SMALL CELL\Fairhope AL - VZ25-01717S-00\25-000128186.idw VERIZON WIRELESS FAIRHOPE, AL 36532 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA NOTES & SPECIFICATIONS A SHEET # REVISION DRAWN AT AT PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY & CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED. COPYRIGHT 2025 RAYCAP INC. ALL RIGHTS RESERVED DWG# 25-000128186 DATE: 12-30-2025 REVISED DESIGNED DRAWING NOT TO SCALE. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED TOLERANCES: DECIMAL: FRACTIONAL: .X ± 0.1 X/X ± 1/16 .XX ±0.03 .XXX ±0.01 ANGLES ±.5° ALL BENDING TOLERANCES: ± 1.0° THIRD ANGLE PROJECTION N1 DISCLAIMERS: 1. ALL STRUCTURAL COMPONENTS TO BE CONNECTED TOGETHER SHALL BE COMPLETELY FIT UP ON THE GROUND OR OTHERWISE VERIFIED FOR COMPATIBILITY PRIOR TO LIFTING ANY COMPONENT INTO PLACE. REPAIRS REQUIRED DUE TO FIT-UP OR CONNECTION COMPATIBILITY PROBLEMS AFTER PARTIAL ERECTION ARE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. 2. SOME TELECOMMUNICATION STRUCTURES ARE SUSCEPTIBLE TO WIND-INDUCED OSCILLATIONS. OSCILLATIONS MAY OCCUR AT LOW OR MODERATE WIND SPEEDS AND MAY CAUSE STRUCTURAL DAMAGE. TIA PROVIDES NO PRACTICAL ANALYTICAL METHOD TO PREDICT AND PREVENT WIND-INDUCED STRUCTURAL OSCILLATIONS. RAYCAP, INC. RECOMMENDS FREQUENT MONITORING TO IDENTIFY WIND-INDUCED OSCILLATION AND REGULAR CONDITION ASSESSMENTS TO IDENTIFY FATIGUE CRACKING, LOOSE OR MISSING BOLTS, AND ANY OTHER STRUCTURAL DEFECTS. ANY OSCILLATION OR DEFECTS OBSERVED SHALL BE IMMEDIATELY REPORTED TO RAYCAP, INC. FOR FURTHER EVALUATION AND POSSIBLE REPAIRS OR MODIFICATIONS WHICH MAY BE REQUIRED AT THE OWNERS EXPENSE. 3. WHERE EFFECTIVE PROJECTED AREAS (EPA) ARE USED, IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY INSTALLED EQUIPMENT DOES NOT EXCEED LISTED EPA. SPECIAL INSPECTIONS & STRUCTURAL OBSERVATION: 1. STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED AS REQUIRED BY THE BUILDING CODE TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. ALTERNATIVELY, SPECIAL INSPECTION OF MATERIALS, WELDING, AND FABRICATION PROCEDURES SHALL BE REQUIRED FOR FABRICATION BY AN UNAPPROVED FABRICATOR. 2. NO FIELD WELDING SHALL BE PERMITTED. 3. THE FOLLOWING SPECIAL INSPECTIONS (WHERE APPLICABLE) SHALL BE REQUIRED PER CHAPTER 17 OF THE BUILDING CODE. A. SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING (WHEN APPLICABLE): I. PERIODIC SPECIAL INSPECTION IF BOLTS ARE PRETENSIONED WITH MATCH-MARKING TECHNIQUES. II. CONTINUOUS SPECIAL INSPECTION OF ALL OTHER HIGH-STRENGTH BOLTING. 4. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION AS APPROVED BY THE BUILDING OFFICIAL. THUS, SPECIAL INSPECTION ITEMS ABOVE MAY BE WAIVED AS DEEMED APPROPRIATE BY THE BUILDING OFFICIAL. 5. NO STRUCTURAL OBSERVATION IS REQUIRED. NOT FOR CONSTRUCTION RESERVED FOR PROFESSIONAL ENGINEER'S STAMP FRP 1. FRP STRUCTURAL SHAPES SHALL BE BEDFORD FRP SERIES 1525, MANUFACTURED USING THE PULTRUSION PROCESS 2. IF PREFABRICATED MEMBERS DO NOT ASSEMBLE PER PLAN, CONTACT RAYCAP, INC. BEFORE CUTTING OR ALTERING FABRICATED MEMBERS. 3. FRP STRUCTURAL MEMBERS SHALL BE FABRICATED AND ASSEMBLED AS INDICATED ON THE DRAWINGS. 4. THE CONTRACTOR SHALL PROTECT THE FRP STRUCTURAL MEMBERS FROM ABUSE TO PREVENT BREAKAGE, NICKS, GOUGES, ETC. DURING FABRICATION, HANDLING, AND INSTALLATION. 5. FRP BOLTS SHOULD BE TIGHTENED 1/2 TURN PAST SNUG AND LOCKED WITH EPOXY. 6. FRP OR STEEL BOLTS THROUGH FRP MEMBERS SHALL MEET THE FOLLOWING SPACING AND EDGE DISTANCE REQUIREMENTS, MEASURED FROM BOLT CENTERS: MIN. BOLT SPACING = 4 TIMES BOLT DIA MIN. EDGE DIST = 3 TIMES BOLT DIA. IN DIRECTION OF PULTRUSION MIN. EDGE DIST = 2 TIMES BOLT DIA. PERPENDICULAR TO DIRECTION OF PULTRUSION BALLASTED CONCEALMENTS 1. ROOF MUST BE CLEAN AND FREE OF DEBRIS. 2. THE BALLAST FRAME IS TO BEAR ON A NEOPRENE PAD PROVIDED BY OTHERS, PLACED BETWEEN THE NEW BALLAST FRAME AND ROOF. 3. DESIGN ASSUMES CONTRACTOR IS RESPONSIBLE FOR LEVELING THE PLATFORM ON ROOF AND PROVIDING APPROPRIATE SHIM METHOD IF ROOF IS SLOPED. INVISIWAVE & STEALTHSKIN (RADOMES/PANELS/OTHERS): 1. RAYCAP INVISIWAVE CONCEALMENT IS RECOMMENDED FOR ALL 5G (CBAND AND MMWAVE) FREQUENCIES AND ALL 4G FREQUENCIES. 2. RAYCAP STEALTHSKIN CONCEALMENT IS RECOMMENDED FOR FREQUENCIES UP TO 6GHZ. 3. FOR OPTIMUM RF PERFORMANCE, MOUNT MMWAVE RADIOS SO THE FACE OF THE RADIO IS 1.25" - 1.5" FROM THE INSIDE OF THE INVISIWAVE CONCEALMENT MATERIAL, WITH AZIMUTH ADJUSTED AS CLOSE TO PERPENDICULAR AS POSSIBLE. 4. INSTALLATION OF INVISIWAVE AND STEALTHSKIN RADOMES SHOULD BE DONE WITH CARE AS TO NOT OVER-TIGHTEN THE HARDWARE. TO ENSURE PROPER PLACEMENT, USE THE PROVIDED HARDWARE AND HAND-TOOLS ONLY. OVER-TIGHTENING MAY LEAD TO MATERIAL FAILURE OR PROPERTY DAMAGE. 5.LOOSELY THREAD THE RADOME/PANEL/OTHER HARDWARE TO ALLOW APPROXIMATELY 1/8" OF FLEX IN THE PERIMETER OR USE SHOULDER BOLTS IF PROVIDED. ENSURE HARDWARE IS INSTALLED TO ALLOW THE RADOME TO MAINTAIN ITS SHAPE AND TO THERMALLY EXPAND/CONTRACT. USE BLUE THREAD LOCK OR EQUIVALENT TO PREVENT FASTENERS FROM BACKING OUT. STEALTHSKIN PANELS: 1. FASTENER HOLES IN STEALTHSKIN FOAM COMPOSITE PANELS ARE NOT FACTORY DRILLED AND MUST BE DRILLED IN THE FIELD. 2. PANEL FASTENERS TO BE SPACED 12" O.C. MAX. AND LOCATED 6" MAX. HORIZONTALLY FROM EACH EDGE AT TOP AND BOTTOM OF PANEL, UNLESS NOTED OTHERWISE. MAINTAIN 1 ½" MIN. EDGE DISTANCE FROM ALL EDGES. 4' WIDE PANELS REQUIRE (4) FASTENERS TOP AND BOTTOM. 5' WIDE PANELS REQUIRE (5) FASTENERS TOP AND BOTTOM. 3. WHEN FASTENER BOLT HEAD OR NUT BEARS DIRECTLY ON SURFACE OF STEALTHSKIN PANEL, TIGHTEN PANEL BOLTS ONLY ½ TURN PAST SNUG. APPLY THREAD LOCK COMPOUND TO THE THREADS OF METAL BOLTS. USE THIN BEAD OF EPOXY TO LOCK THE NUTS OF FRP BOLTS AND STEALTH} STAINLESS STEEL PANEL BOLTS. USE WASHER OR FLANGED HEAD BOLT, OR FASTENER WITH LARGE BEARING SURFACE. 4. PANELS WILL EXPAND AND CONTRACT DUE TO TEMPERATURE. WHEN INSTALLING PANELS IN COLD TEMPERATURES, EVENLY SPACE PANELS ALONG LENGTH OF SCREEN WALL WITH EQUAL GAPS BETWEEN PANELS TO ALLOW FOR EXPANSION DURING WARM TEMPERATURES. 5. ADJACENT FLAT PANELS ARE JOINED BY A VERTICAL FOAM SPLINE THAT IS INSERTED INTO GROOVES CUT INTO THE SIDE OF EACH PANEL. DO NOT LIFT PANELS BY GROOVES. PANELS MUST BE LIFTED WITH FORCE DIRECTED ONTO PANEL SURFACE. 6. ADJACENT RADIUS PANELS ARE JOINED BY A VERTICAL H-CHANNEL. INSERT PANELS INTO EACH SIDE OF H-CHANNEL. 7. RADIUS PANELS MUST BE EVENLY SPACED ALONG RADIUS SUPPORT. CONTRACTOR TO MEASURE LENGTH OF RADIUS SUPPORT AND DIVIDE BY THE NUMBER OF RADIUS PANELS TO DETERMINE PROPER SPACING. H-CHANNEL CONNECTORS ARE USED TO COVER THE GAP BETWEEN PANELS AND TO ALLOW FOR PANEL EXPANSION AND CONTRACTION. 8. SURFACES OF PANELS SHALL BE COATED WITH SUITABLE PAINT FOR UV PROTECTION. TOP EDGE OF PANEL MUST BE COVERED TO PREVENT WATER TRAVEL BETWEEN PANELS. USE SHERWIN WILLIAMS "COROTHANE II" OR PRE APPROVED EQUIVALENT. 9. EXPOSED TOP AND SIDE FOAM EDGES OF PANELS MUST BE COVERED OR COATED FOR UV PROTECTION. RAYCAP, INC. WILL PROVIDE PANEL EDGE CAPS (VERTICAL AND HORIZONTAL) TO BE FIELD APPLIED FOR THIS PURPOSE FOR MOST APPLICATIONS. HORIZONTAL AND VERTICAL PANEL EDGE CAPS TO BE SECURED TO THE EXPOSED EDGES OF THE PANELS WITH PROVIDED TEK SCREWS INSTALLED @ 12" MAXIMUM SPACING ON THE INSIDE FACE OF THE PANEL. IN RF SENSITIVE LOCATIONS, CONTRACTOR WILL APPLY (2) BEADS OF ADHESIVE TO EACH INSIDE CORNER OF THE EDGE CAP AND SECURE CAP TO PANEL WITH TAPE WHILE ADHESIVE CURES. 10. AT CORNER APPLICATIONS, VERTICAL PANEL EDGE CAPS ARE TO BE USED TO CAP BOTH EXPOSED EDGES (1 PER CUT EDGE OF PANELS). THESE EDGE CAPS ARE TO BE CUT 1" SHORTER THAN THE PANEL AND LEAVE 1" GAP AT THE TOP TO ALLOW ROOM FOR THE THE HORIZONTAL PANEL EDGE CAP AT THE TOP. CONTRACTOR TO APPLY (2) BEADS OF ADHESIVE TO EACH EDGE CAP (INSIDE CORNERS OF CAP), AND SECURE WITH TAPE AND/OR PROVIDED SCREWS (16 TOTAL PER CORNER) WHILE THE ADHESIVE CURES. IF CORNERS ARE IN NON-RF AREAS, EDGE CAP SCREWS CAN BE LEFT IN PLACE. 11. WHEN FIELD DRILLING INTO STEEL MEMBERS FOR PANEL FASTENERS WITH THE PANELS IN PLACE, THE HOLES IN THE PANELS ARE TO BE CLEANED THOROUGHLY AFTER DRILLING TO REMOVE ANY METAL SHAVINGS PRIOR TO PANEL FASTENER INSTALLATION. GENERAL 1. THIS PRODUCT IS SOLD PURSUANT TO RAYCAP, INC. TERMS AND CONDITIONS, WHICH ARE INCORPORATED HEREIN BY REFERENCE. 2. THESE SHALL APPLY FOR ALL CASES UNLESS NOTED OTHERWISE (U.N.O.). 3. ANY ITEMS REFERENCED AS BEING ON “HOLD” ARE TO BE INCLUDED IN THE WORK AS SHOWN. HOWEVER, CONSTRUCTION OR FABRICATION IS NOT TO BEGIN UNTIL THE “HOLD” REFERENCE IS REMOVED. 4. IN THE CASE WHERE DIMENSIONS CONTAINED WITHIN ARE LABELED TO BE VERIFIED IN FIELD (V.I.F.), THEY MUST BE FIELD VERIFIED AND/OR CUSTOMER APPROVED PRIOR TO FABRICATION OF MATERIALS. 5. IN THE CASE THAT THE PROPOSED IS TO BE PLACED ON AN EXISTING STRUCTURE, THE MODIFICATIONS DEPICTED IN THESE DRAWINGS ARE INTENDED TO PROVIDE STRUCTURAL SUPPORT FOR THE ADDITION OF THE TELECOM STRUCTURE OUTLINED WITHIN. THE EXISTING STRUCTURE, WHETHER IT BE A FOUNDATION, POLE, OR BUILDING (IF APPLICABLE) SHALL BE ANALYZED AND RETROFITTED AS REQUIRED, BY OTHERS, TO WITHSTAND THE LOADS IMPOSED BY THE NEW RAYCAP STRUCTURE SHOWN ON THE DRAWINGS. 6. TELECOM PRODUCTS SHALL BE INSTALLED BY A CONTRACTOR EXPERIENCED IN SIMILAR WORK. CARE SHALL BE TAKEN IN THE INSTALLATION OF ANY AND ALL MEMBERS IN ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS AND PROCEDURES. ALL APPLICABLE OSHA SAFETY GUIDELINES ARE TO BE FOLLOWED. RAYCAP IS NOT PROVIDING FIELD INSTALLATION SUPERVISION. 7. NOTES FOR CONTRACTOR/INSTALLER: ALL BIDS FOR THE INSTALLATION/ERECTION OF THIS PRODUCT SHALL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING MINIMUM REQUIRED TRADES: RIGGING, STEEL ERECTION, STEEL FABRICATION/MODIFICATION, WELDING, ELECTRICAL, CONCRETE, EXCAVATION AND WATERPROOFING. CONTRACTOR MAY, IN CONTRACTOR’S SOLE AND ABSOLUTE DISCRETION, DETERMINE ADDITIONAL TRADES ARE NECESSARY TO INSTALL/ERECT THE PRODUCT. 8. THESE DRAWINGS INDICATE THE MAJOR OPERATIONS TO BE PERFORMED, BUT DO NOT SHOW EVERY FIELD CONDITION THAT MAY BE ENCOUNTERED. THEREFORE, PRIOR TO BEGINNING OF WORK THE CONTRACTOR SHOULD SURVEY THE JOB SITE THOROUGHLY TO MINIMIZE FIELD PROBLEMS. 9. PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 10. THE STRUCTURAL INTEGRITY OF THIS STRUCTURE IS DESIGNED TO BE ATTAINED IN ITS COMPLETED STATE. WHILE UNDER CONSTRUCTION ANY TEMPORARY BRACING OR SHORING WHICH MAY BE REQUIRED TO MAINTAIN STABILITY PRIOR TO COMPLETION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 11. THE PLANS AND DETAILS WITHIN DO NOT INCLUDE DETAILS OR DESIGN FOR DRAINAGE FROM OR WATERPROOFING OF EXTERIOR OR INTERIOR SURFACES OF THE STRUCTURE. THESE DETAILS MUST BE COMPLETED BY OTHERS. 12. CONTRACTOR TO SHIM BASE PLATES AND MATING FLANGES AS REQUIRED TO ENSURE LEVEL SURFACE. METALS 1. STEEL FABRICATION AND INSTALLATION SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL AND SPECIFICATIONS. 2. STEEL I-SHAPE, ANGLE, CHANNEL, AND MISCELLANEOUS MEMBERS SHALL CONFORM TO ASTM A36 (36 KSI MIN. YIELD STRENGTH) STEEL SPECIFICATIONS, U.N.O. 3. STEEL PLATE MEMBERS SHALL CONFORM TO MINIMUM ASTM A36 (36 KSI MIN. YIELD STRENGTH) STEEL SPECIFICATIONS U.N.O. 4. STAINLESS STEEL MEMBERS SHALL CONFORM TO MINIMUM 304 SS PER ASTM A240/A240M. (30 KSI MIN, YEILD STRENGTH), U.N.O. 5. STEEL PIPE AND ROUND TUBE MEMBERS SHALL CONFORM TO ASTM A500 GRADE B (42 KSI MIN. YIELD STRENGTH) STEEL SPECIFICATIONS, U.N.O. 6. STEEL RECTANGULAR AND SQUARE TUBE MEMBERS SHALL CONFORM TO ASTM A500 GRADE B (46 KSI MIN. YIELD STRENGTH) STEEL SPECIFICATIONS, U.N.O. 7. STEEL WIDEFLANGE MEMBERS SHALL CONFORM TO ASTM A992 (50 KSI MIN, YIELD STRENGTH) STEEL SPECIFICATIONS U.N.O. 8. STEEL TAPERED POLES SHALL CONFORM TO ASTM A572 GR50 FOR 11 GA AND ASTM A572 GR65 FOR .188” and .25” WALL THICKNESS. 9. ALUMINUM PLATE MEMBERS SHALL BE GRADE 5052-H34. EXCEPTION FOR ⅜” OR THICKER UNBENT MEMBERS TO BE GRADE 6061-T6. 10. ALUMINUM PIPE TO BE GRADE 6061-T6. 11. ALUMINUM TAPERED POLES TO BE GRADE 6063-T6. 12. ALL STRUCTURAL BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325 SPECIFICATIONS, U.N.O. A325N AND A325X ALLOWED. ALL BOLTS ARE RECOMMENDED TO BE ORIENTED WITH THREADS UP AND OUT UNLESS SITE SPECIFIC CONDITIONS WARRANT OTHERWISE. 13. STRUCTURAL BOLTS SHALL BE TIGHTENED PER THE “TURN OF THE NUT” METHOD. 14. STRUCTURAL BOLT HOLE EDGE DISTANCES SHALL BE PER AISC SECTION J3 15. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDING SOCIETY (AWS) BY CERTIFIED WELDERS PER AWS D1.1 FOR STEEL, AWS D1.2 FOR ALUMINUM AND AWS D1.6 FOR STAINLESS STEEL. STEEL WELDS SHALL BE BY E70XX, LOW HYDROGEN ELECTRODE. ALUMINUM WELDS SHALL UTILIZE 4043 FILLER OR APPROVED ALTERNATIVES. VERIFY FILLER MATERIAL IS COMPATIBLE WITH BASE METAL FOR EACH WELDED JOINT. 16. UNCOATED STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123 SPECIFICATIONS AFTER FABRICATION OR PAINTED WITH RUST INHIBITIVE PRIMER. 17. STEEL HARDWARE SHALL BE HOT DIP GALVANIZED PER ASTM F2329, U.N.O. 18. AFTER ANY FIELD HOLE PUNCHING / DRILLING OR CUTTING HAS BEEN COMPLETED, OR FOR ANY DAMAGED STRUCTURAL MEMBER, THE GALVANIZING MUST BE REPAIRED ACCORDING TO ASTM A780. 19. ALL WELDED STEEL ASSEMBLIES AND INDIVIDUAL STEEL PARTS SHOULD HAVE THE PART NUMBER WELDED OR TAGGED ONTO THE PART OR ASSEMBLY. IF WELDED, THE PART NUMBERS SHOULD BE LOCATED CONSISTENTLY AND AWAY FROM ANY CONNECTION POINT TO AVOID ANY INTERFERENCE ISSUES WITH THE WELD. 20. DISSIMILAR METALS IN CONTACT SHALL BE INSULATED WITH PAINT OR OTHER APPROVED COATING TO PREVENT GALVANIC CORROSION. 1 65432 87 1 2 54 6 7 83 B D C A A C D B FILE PATH: C:\CHS\Designs\01 - SMALL CELL\Fairhope AL - VZ25-01717S-00\25-000128186.idw VERIZON WIRELESS FAIRHOPE, AL 36532 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA NOTES & SPECIFICATIONS A SHEET # REVISION DRAWN AT AT PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY & CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED. COPYRIGHT 2025 RAYCAP INC. ALL RIGHTS RESERVED DWG# 25-000128186 DATE: 12-30-2025 REVISED DESIGNED DRAWING NOT TO SCALE. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED TOLERANCES: DECIMAL: FRACTIONAL: .X ± 0.1 X/X ± 1/16 .XX ±0.03 .XXX ±0.01 ANGLES ±.5° ALL BENDING TOLERANCES: ± 1.0° THIRD ANGLE PROJECTION N2 REVISION TABLE REVISION DESIGNER DATE SCOPE OF REVISION REF. DOC. [ REV ] (TYPE) A AT 12-30-2025 ISSUE FOR FE PREP --- NOT FOR CONSTRUCTION RESERVED FOR PROFESSIONAL ENGINEER'S STAMP FRONT RIGHT DETAIL A TOPPER EQUIPMENT CONFIGURATION A VERIZON WIRELESS FAIRHOPE, AL 36532 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA ASSEMBLY - ELEVATIONS S1 A SHEET # REVISION DRAWN AT AT PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY & CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED. COPYRIGHT 2025 RAYCAP INC. ALL RIGHTS RESERVED DWG#: 25-000128186 DATE: 12-30-2025 REVISED DESIGNED DRAWING NOT TO SCALE. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED TOLERANCES: DECIMAL: FRACTIONAL: .X ± 0.1 X/X ± 1/16 .XX ±0.03 .XXX ±0.01 ANGLES ±.5° ALL BENDING TOLERANCES: ± 1.0° THIRD ANGLE PROJECTION 1 65432 87 1 2 54 6 7 83 B D C A A C D B 0'-0" GRADE 9'-0" `BURY DEPTH 4'-8" METER BULB CL 7'-0" TOP OF DISCONNECT 24'-0" 25'-8 5/8" CBRS CL 37'-6" OAH 6 5/8 in METER / DISCONNECT CABLING ROOM RAYCAP RSx-D DISCONNECT (AVAILABLE FOR PURCHASE) RAYCAP RTF-1724 FIBER BOX (AVAILABLE FOR PURCHASE) 0'-0" GRADE 5'-0" FIBER CL SAMSUNG 4T4R CBRS (STRAPPED TO POLE WITH STRAPS BY OTHERS) CABLING SLOT TYP. 180~ MILBANK METER U7040-XL-TG-HSP (BY OTHERS) BASE POLE DETAILS PER SHEET S2 RAYCAP RSCAC-1028 EQUIPMENT CABINET (AVAILABLE FOR PURCHASE) DIRECT BURY DEPTH SUBJECT TO CHANGE PENDING FINAL ENGINEERING ANALYSIS NOT FOR CONSTRUCTION RESERVED FOR PROFESSIONAL ENGINEER'S STAMP n10 3/4"( 10" STD PIPE O.D. 0.365" THK.) 0'-0" GRADE 9'-0" `BURY DEPTH 15'-0" BOTTOM OF SHROUD 18'-0" TOP OF SHROUD 24'-0" 29'-1" TOP OF POLE 32'-0" RAD CL 33'-11 5/8" BOTTOM OF OMNI 35'-5 5/16" OMNI CL 36'-11" TOP OF OMNI 1'-11" 22 inn VENTILATED INVISIWAVE RADOME LEAVES BONDED INVISIWAVE RADOME VENTILATED SHEET METAL TRANSITION (3) SAMSUNG MT1602D-48A (PROVIDED BY OTHERS) JMA CX16OMI236-1C (PROVIDED BY OTHERS) (3) MTR-2245F-002-X (PURCHASED SEPARATELY) MTB-2245S-001-X (PURCHASED SEPARATELY) 51 in 8 5/8 in CABLE CLEARANCE 6'-0" 2'-0" LUMINAIRES (BY OTHERS) LIGHT ARM DETAILS PER SHEET S3 TOPPER STAMPED SEPARATELY UNDER: RA23-00404S-00 - RAYCAPSTAX NATIONWIDE USA, REV-C, 05-24-2023 MTT-2210S1-002-X (PURCHASED SEPARATELY) RCP-2501717-00RAYCAP PART#: SAP#: 25-000128768PRELIMINARY REPRESENTATION OF: FRONTLEFT RIGHT BACK VIEW B-B SECTION C-C DETAIL D SECTION E-E TYP. ALL HANDHOLES SECTION F-F SECTION G-G B B C CD E E F F G G VERIZON WIRELESS FAIRHOPE, AL 36532 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA ASSEMBLY - ELEVATIONS S2 A SHEET # REVISION DRAWN AT AT PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY & CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED. COPYRIGHT 2025 RAYCAP INC. ALL RIGHTS RESERVED DWG#: 25-000128186 DATE: 12-30-2025 REVISED DESIGNED DRAWING NOT TO SCALE. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED TOLERANCES: DECIMAL: FRACTIONAL: .X ± 0.1 X/X ± 1/16 .XX ±0.03 .XXX ±0.01 ANGLES ±.5° ALL BENDING TOLERANCES: ± 1.0° THIRD ANGLE PROJECTION 1 65432 87 1 2 54 6 7 83 B D C A A C D B NOT FOR CONSTRUCTION RESERVED FOR PROFESSIONAL ENGINEER'S STAMP 0'-0" 24'-10" 33'-0" 37'-1" 38'-1" 0'-0" 7'-6" 12'-0" 17'-0" 37'-1" 0'-0" 24'-10" 33'-0" 37'-1" 1" THK. 1/2" INSERT DEPTH 3/16 TYP. EACH SPOKE 1/2" 2" 3/16 n11 3/4" O.D. n10 3/4"( 10" STD PIPE O.D. 0.365" THK. 4x8x3/8" HSS REINFORCED HANDHOLE TYP. (2) ELEVATIONS 4x8x3/8" HSS REINFORCED HANDHOLE 4x8x3/8" HSS REINFORCED HANDHOLE 3x12" SLOTS THRU BOTH SIDES 4x8x3/8" HSS REINFORCED HANDHOLE TYP. (2) ELEVATIONS 3/16 n1 1/4" THRU 4X 45.0° TYP n8 3/4" 1/2" THK. 0'-0" 7'-6" 12'-0" 33'-0" 37'-1" n2 in THRU BOTH SIDES n2 in THRU BOTH SIDES 3" n6 1/2 in B.C. n3 1/4" n13/16 in THRU 3X FOR 3/4" HARDWARE 120.0° 5 in 5 in R2 1/2" TYP LIGHT ARM PLATE DETAILS PER S3 SECTION K-K LIGHT MOUNT PLATE 1-1/4" THK STEEL PLATE SECTION L-L LIGHT ARM PLATE 5/8" THK STEEL PLATE DETAIL M LIGHT ARM DETAILS SECTION N-N LIGHT MOUNT PLATE DETAILSK K L L M N N 1 65432 87 1 2 54 6 7 83 B D C A A C D B VERIZON WIRELESS FAIRHOPE, AL 36532 7555-A PALMETTO COMMERCE PARKWAY NORTH CHARLESTON, SC 29420 USA ASSEMBLY - ELEVATIONS S3 A SHEET # REVISION DRAWN AT AT PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY & CONFIDENTIAL BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED. COPYRIGHT 2025 RAYCAP INC. ALL RIGHTS RESERVED DWG#: 25-000128186 DATE: 12-30-2025 REVISED DESIGNED DRAWING NOT TO SCALE. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED TOLERANCES: DECIMAL: FRACTIONAL: .X ± 0.1 X/X ± 1/16 .XX ±0.03 .XXX ±0.01 ANGLES ±.5° ALL BENDING TOLERANCES: ± 1.0° THIRD ANGLE PROJECTION 8" 6 1/4" 2" 4" R3/4" 7/8" 2"4" n5/8 in THRU 2X FOR 1/2" HARDWARE 8" 6 1/4" 7/8"4" 2" 2 3/8" 2 1/16" R3/4" n9/16 in THRU 2X FOR 1/2" HARDWARE 6'-0" 2'-0" 3/16 n2 3/8" 2" STD PIPE .154" WALL THK NOT FOR CONSTRUCTION RESERVED FOR PROFESSIONAL ENGINEER'S STAMP 1 1/4" TYP1/4" TYP 3/16 TYP. Appendix B Resume 21 B Street Burlington, MA 01803 T:E:info@ebiconsulting.com W:ebiconsulting.com Christopher grant, m.a. rpa Archaeologist II – Principal Investigator Mr. Grant completed his formal education in archaeology and meets and/or exceeds the qualiﬁcations as outlined in the Secretary of the Interior’s Professional Guidelines. He is a Register of Professional Archaeologists (RPA) member experienced in Section-106 Compliance as it pertains to archaeological Phase I, II, and III excavations. He has been employed in the ﬁeld of cultural resource management since 2008 and has experience working on both precontact and historic sites across the United States and internationally. He has been involved with archaeological research, writing, and curation since 2006. His focus is material culture studies and historic archaeology of the Southeast. Mr. Grant’s responsibilities at EBI include helping clients navigate the environmental review process to ensure compliance with Federal Communications Commission (FCC) requirements under the National Environmental Policy Act (NEPA). In his role as Project Archaeologist and Principal Investigator for EBI Consulting, Mr. Grant is responsible for completing archaeological evaluations and mitigations for telecoms projects in the Central and Southeastern United States to the standards of relevant State Historic Preservation Oﬃces in accordance with FCC guidelines. Relevant project experience: Historic Site Excava on, New Orleans, Louisiana – Principal Inves gator Mr. Grant was responsible for research design and implementation of archaeological testing and excavation on site. Mr. Grant conducted artifact processing and analysis, zooarchaeological analysis, GIS survey, curation, and report writing. Historic Site Excava on, New Orleans, Louisiana – New Orleans, Louisiana Mr. Grant was responsible for directing and leading Phase I and II cultural resource management surveys and excavations. Additional responsibilities included archaeological monitoring on an active construction site and human osteology. Historic Site Excava on, New Orleans, Louisiana – Project Archaeologist Mr. Grant conducted archaeological testing and excavations at the site. Additional responsibilities included soil analysis and archaeobotanical processing, laboratory processing, artifact analysis, and report writing. Historic Site Excava on, New Orleans, Louisiana – Project Archaeologist Employed at EBI since 2020, in the industry since 2008 M.A. Anthropology, University of Chicago M.A. Anthropology with Archaeology Track, Stanford University B.A. Anthropology, University of Chicago Professional Creden als: Register of Professional Archaeologists Society of Historical Archaeology Louisiana Archaeological Society 21 B Street Burlington, MA 01803 T:E:info@ebiconsulting.com W:ebiconsulting.com Mr. Grant conducted archaeological testing and excavations on site. He was also responsible for supervising undergraduates from the local University’s Archaeology Department. Historic Site Excava on New Orleans, Louisiana – Project Archaeologist Mr. Grant conducted archaeological testing and excavations at the site. He was also responsible for supervising undergraduates from the local University’s Archaeology Department. Historic Site Excava on, New Orleans, Louisiana – Project Archaeologist Mr. Grant was responsible for archaeological testing and excavations at the site. Additional responsibilities included artifact processing and analysis and report writing. Archaeological Excava on, Milwaukee, WI – Field Technician Mr. Grant conducted Phase I archaeological excavations at the site. 8.0 Historic Properties Visual Effects Historic Properties Identified for Visual Effects Guidelines a. Provide the name and address (including U.S. Postal Service ZIP Code) of each property in the APE for visual effects that is listed in the National Register, has been formally determined eligible for listing by the KeeperoftheNationalRegister,orisidentifiedasconsideredeligibleforlistingintherecordsoftheSHPO/ THPO, pursuant to Section VI.D.1.a. of the Nationwide Agreement. On February 23, 2026, EBI Consulting completed a review of the available records as required per Section VI.D.1 of the Federal Communications Commission’s 2004 Nationwide Programmatic Agreement to identify historic properties in the APE for Visual Effects. Please refer to the above list in the FCC Form. b. Provide the name and address (including U.S. Postal Service ZIP Code) of each Historic Property in the APE for visual effects, not listed in part “a”, identified through the comments of Indian Tribes, NHOs, local governments, or members of the public. Identify each individual or group whose comments led to the inclusion of a Historic Property in this attachment. For each such property, describe how it satisfies the criteria of eligibility (36 C.F.R. Part 63). As of the date of this report, EBI has not received comments from Indian Tribes, NHOs, local governments, or members of the public that identify Historic Properties in the APE for visual effects that are not listed in the above list of Historic Properties. c. For any properties listed in the above Historic Properties list, that the Applicant considers no longer eligible for inclusion in the National Register, explain the basis for this recommendation. N/A FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 25 9.0 Local Government a.Ifanylocalgovernmenthasbeencontactedandinvitedtobecomeaconsultingpartypursuant toSection V.A. of the Nationwide Programmatic Agreement, list the local government agencies contacted. Provide a summary of contacts and copies of any relevant documents (e.g., correspondence or notices). Please see the attached correspondence with the local government. As of the date of this submission packet, EBI Consulting has not received any comments from the local government. Should a response be received, copies will be forwarded to all consulting parties as an addendum to this submission packet. b. If a local government agency will be contacted but has not been to date, explain why and when such contact will take place. N/A FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 26 February 27, 2026 City of Fairhope Planning & Zoning Attn: Hunter Simmons, Director of Planning P.O. Drawer 429, Fairhope, AL 36533 251-990-0214 hunter.simmons@fairhopeal.gov Fairhope Museum of History 24 N. Section St Fairhope, AL 36532 (251) 929-1471 museum@fairhopeal.gov Subject: Invite to Comment Downtown Fairhope SC 1 5 N Church St, Fairhope, Baldwin County, Alabama 36532 EBI Project No.: 260061232PR Pursuant to Section 106 of the National Historic Preservation Act, the regulations promulgated thereunder and interagency agreements developed thereto, EBI Consulting, Inc., on behalf of Cellco Partnership and its controlled affiliates doing business as Verizon Wireless (Verizon Wireless), provides this notice of a proposed telecommunications facility installation at the address listed above. EBI would like to inquire if you would be interested in commenting on this proposed project. Verizon Wireless proposes to install a 38-foot Light Pole telecommunications facility. Please refer to the attached plans for additional details. Please note that we are requesting your review of the attached information as part of the Section 106 process only and not as part of the local zoning process. We are only seeking comments related to the proposed project’s potential effect to historic properties. Please submit your comments regarding the proposed project’s potential effect on historic properties to EBI Consulting, to my attention at 21 B Street, Burlington, MA 01803, or contact me via telephone at the number listed below. Please reference the EBI project number. We would appreciate your comments as soon as possible within the next 30 days. Note that this project will be entered into the Federal Communication Commission’s e106 System, which will send notifications of the project throughout the Section 106 process. Sincerely, 21 B Street Burlington, MA 01803 ebiconsulting.com Emily Giacomarra Architectural Historian III 774.258.0042 egiacomarra@ebiconsulting.com Appendices: Maps and Project Drawings 21 B Street Burlington, MA 01803 ebiconsulting.com 1 Emily Giacomarra From:Emily Giacomarra Sent:Friday, February 27, 2026 8:19 AM To:hunter.simmons@fairhopeal.gov; museum@fairhopeal.gov Subject:Invitation to Comment - EBI 260061232PR- Fairhope, Alabama Attachments:260061232PR Invitation to Comment.pdf Greetings, EBI Consulting is inviting your comments on historic properties that may be impacted by a proposed telecommunications undertaking. Please ﬁnd attached a copy of the “ITC Letter” for the project details and location. We are inviting your comments pursuant to Section 106 of the National Historic Preservation Act to fulﬁll our client’s responsibilities as an applicant for a Federal Communications Commission (FCC) License. Please note that this is not related to zoning or permitting and we request comments be centered around the potential eAects to historic properties. Should you have any further questions or require additional information, please do not hesitate to contact EBI Consulting at the e-mail address or telephone number provided in the attached letter or noted below. Thank you for your assistance in this matter, Emily Giacomarra Emily Giacomarra Architectural Historian Email: egiacomarra@ebiconsulting.com Phone: 774-258-0042 21 B Street | Burlington, MA | 01803 www.ebiconsulting.com EBI’s Notice of Collection and Privacy Policy 2 Emily Giacomarra From:Microsoft Outlook <MicrosoftExchange329e71ec88ae4615bbc36ab6ce41109e@ebiconsulting.com> To:hunter.simmons@fairhopeal.gov; museum@fairhopeal.gov Sent:Friday, February 27, 2026 8:20 AM Subject:Relayed: Invitation to Comment - EBI 260061232PR- Fairhope, Alabama Delivery to these recipients or groups is complete, but no delivery notification was sent by the destination server: hunter.simmons@fairhopeal.gov (hunter.simmons@fairhopeal.gov) museum@fairhopeal.gov (museum@fairhopeal.gov) Subject: Invitation to Comment - EBI 260061232PR- Fairhope, Alabama 10.0 Other Consulting Parties and Public Notice List additional consulting parties that were invited to participate by the Applicant, or independently requested to participate. Provide any relevant correspondence or other documents. Please see the attached correspondence with interested parties. As of the date of this submission packet, EBI Consulting has not received any comments from any interested parties. Should a response be received, copies will be forwarded to all consulting parties as an addendum to this submission packet. You are required to provide a Public Notice Attachment. Attached, please find a copy of the legal notice regarding the proposed telecommunications installation that was posted in The Courier on March 11, 2026. As of the date of this submission packet, no comments regarding this notice have been received by EBI. Should a response be received, copies will be forwarded to all consulting parties as an addendum to this submission packet. FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 29 February 27, 2026 City of Fairhope Planning & Zoning Attn: Hunter Simmons, Director of Planning P.O. Drawer 429, Fairhope, AL 36533 251-990-0214 hunter.simmons@fairhopeal.gov Fairhope Museum of History 24 N. Section St Fairhope, AL 36532 (251) 929-1471 museum@fairhopeal.gov Subject: Invite to Comment Downtown Fairhope SC 1 5 N Church St, Fairhope, Baldwin County, Alabama 36532 EBI Project No.: 260061232PR Pursuant to Section 106 of the National Historic Preservation Act, the regulations promulgated thereunder and interagency agreements developed thereto, EBI Consulting, Inc., on behalf of Cellco Partnership and its controlled affiliates doing business as Verizon Wireless (Verizon Wireless), provides this notice of a proposed telecommunications facility installation at the address listed above. EBI would like to inquire if you would be interested in commenting on this proposed project. Verizon Wireless proposes to install a 38-foot Light Pole telecommunications facility. Please refer to the attached plans for additional details. Please note that we are requesting your review of the attached information as part of the Section 106 process only and not as part of the local zoning process. We are only seeking comments related to the proposed project’s potential effect to historic properties. Please submit your comments regarding the proposed project’s potential effect on historic properties to EBI Consulting, to my attention at 21 B Street, Burlington, MA 01803, or contact me via telephone at the number listed below. Please reference the EBI project number. We would appreciate your comments as soon as possible within the next 30 days. Note that this project will be entered into the Federal Communication Commission’s e106 System, which will send notifications of the project throughout the Section 106 process. Sincerely, 21 B Street Burlington, MA 01803 ebiconsulting.com Emily Giacomarra Architectural Historian III 774.258.0042 egiacomarra@ebiconsulting.com Appendices: Maps and Project Drawings 21 B Street Burlington, MA 01803 ebiconsulting.com 1 Emily Giacomarra From:Emily Giacomarra Sent:Friday, February 27, 2026 8:19 AM To:hunter.simmons@fairhopeal.gov; museum@fairhopeal.gov Subject:Invitation to Comment - EBI 260061232PR- Fairhope, Alabama Attachments:260061232PR Invitation to Comment.pdf Greetings, EBI Consulting is inviting your comments on historic properties that may be impacted by a proposed telecommunications undertaking. Please ﬁnd attached a copy of the “ITC Letter” for the project details and location. We are inviting your comments pursuant to Section 106 of the National Historic Preservation Act to fulﬁll our client’s responsibilities as an applicant for a Federal Communications Commission (FCC) License. Please note that this is not related to zoning or permitting and we request comments be centered around the potential eAects to historic properties. Should you have any further questions or require additional information, please do not hesitate to contact EBI Consulting at the e-mail address or telephone number provided in the attached letter or noted below. Thank you for your assistance in this matter, Emily Giacomarra Emily Giacomarra Architectural Historian Email: egiacomarra@ebiconsulting.com Phone: 774-258-0042 21 B Street | Burlington, MA | 01803 www.ebiconsulting.com EBI’s Notice of Collection and Privacy Policy 2 Emily Giacomarra From:Microsoft Outlook <MicrosoftExchange329e71ec88ae4615bbc36ab6ce41109e@ebiconsulting.com> To:hunter.simmons@fairhopeal.gov; museum@fairhopeal.gov Sent:Friday, February 27, 2026 8:20 AM Subject:Relayed: Invitation to Comment - EBI 260061232PR- Fairhope, Alabama Delivery to these recipients or groups is complete, but no delivery notification was sent by the destination server: hunter.simmons@fairhopeal.gov (hunter.simmons@fairhopeal.gov) museum@fairhopeal.gov (museum@fairhopeal.gov) Subject: Invitation to Comment - EBI 260061232PR- Fairhope, Alabama 11.0 SHPO Specific Forms Please see attached required SHPO form. FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 33 -1 - ALABAMA HISTORICAL COMMISSION STATE HISTORIC PRESERVATION OFFICE SECTION 106 PROJECT REVIEW CONSULTATION FORM Federal laws exist to ensure that federal agencies or their designated applicants carefully consider historic preservation in federally funded, licensed, or permitted projects. Section 106 of the National Historic Preservation Act of 1966, as amended directs this review. http://www.achp.gov/106summary.html. At a minimum, submission of this completed form and attachments constitutes a request for review by the Alabama Historical Commission, which is the Alabama State Historic Preservation Office (SHPO). The responsibility for preparing documentation, including the identification of archaeological and architectural properties and the assessment of potential effects resulting from the project, rests with the federal or state agency, or its designated applicant. The role of the Alabama SHPO is to review, comment, and consult with federal/state agencies or their designees. The Alabama SHPO’s ability to complete a timely project review largely depends on the quality of the material submitted. Some applicants may find it advantageous to hire a professional consultant with expertise in archaeology, history and/or architectural history. PROJECT NAME FEDERAL AGENCY PROVIDING FUNDS, LICENSE, OR PERMIT FEDERAL PROJECT NUMBER FEDERAL AGENCY CONTACT NAME AND E-MAIL/PHONE NUMBER STATE AGENCY PROVIDING FUNDS, LICENSE, OR PERMIT (IF APPLICABLE) STATE AGENCY CONTACT NAME AND E-MAIL ADDRESS, PHONE NUMBER, MAILING ADDRESS AHC NUMBER (If project has been previously submitted) APPLICANT NAME: APPLICANT MAILING ADDRESS: APPLICANT TELEPHONE: APPLICANT EMAIL: CONTACT NAME (if different than applicant): CONTACT MAILING ADDRESS: CONTACT TELEPHONE: CONTACT EMAIL (Person to whom AHC should email response letter: -2 - PROJECT LOCATION STREET ADDRESS CITY COUNTY ZIP CODE LATITUDE / LONGITUDE: USE DECIMAL DEGREES EXAMPLE: 32.3722N, -86.3083W PROJECT DESCRIPTION Describe the overall project in DETAIL. Be sure to note if the project involves new construction, if existing buildings will be altered (if so, provide the proposed work in detail), and / or if any buildings/structures will be demolished. Use additional p ages if necessary. -3 - AREA OF POTENTIAL EFFECT (APE) The APE varies with project types and can be direct or indirect (physical, visual, auditory, etc.). The APE is defined as “t he geographic area or areas within which an undertaking may cause changes in the character of use of historic properties, if any such properties exist.” Factors to consider when determining the APE include; topography, vegetation, existing development, orientation of an existing resource to the project, physical siting of a resource, and existing and planned future developmen t. For example: 1)Rehabilitation, renovation, and/or demolition of a historic building or structure, or new construction: the APE might include the building itself and the adjacent setting. 2)Streetscapes: the APE might include the viewshed from the street. 3)Pedestrian/bicycle facilities: the APE might extend the length of the corridor and for some distance on both sides of the corridor. 4)Underground utilities: the APE would usually be limited to the area of ground disturbance. Attach a map indicating the precise location of the project and the boundaries of the APE, preferably a clear color copy of a USGS topographic quadrangle map (7.5 minute). For projects in urban areas, also include a city map that shows more detail. USGS topographic maps can be printed from this website: https://ngmdb.usgs.gov/topoview/viewer/. City maps can be printed using www.google.com/maps. Provide current, high resolution color photographs that illustrate the project area and the entire APE as defined above. ARCHAEOLOGY (Ground Disturbing Activities) -4 - ARCHITECTURAL INFORMATION Background research for previously identified historic properties within an APE may be undertaken at the AHC main office in Montgomery. These files include the National Register of Historic Places, Alabama Register of Landmarks & Heritage, Alabama Historic Cemetery Register, county architectural surveys, and other files. To request a research appointment, contact Nicole Johnson at 334.230.2673 or Nicole.Johnson@ahc.alabama.gov. Alabama SHPO staff cannot perform the file research for your project. GIS Maps of known historic properties may be accessed here: https://ahc.alabama.gov/historicpreservationmap.aspx The AHC’s maps should function as a research tool, not an up-to-the-minute inventory about every historic and/or architecturally significant property in the state. This tool allows researchers to investigate and review potentially significant properties according to the best data that is available in the Alabama Historical Commission’s files. The absence of a property from this database does not imply that an unidentified property lacks historic or architectural importance. Some applicants may find it advantageous to hire a historic preservation professional with expertise in history and/or architectural history to complete the identification and evaluation of historic properties. https://www.nps.gov/subjects/nationalregister/upload/NRB-15_web508.pdf A note about photographs: Digital photos must be current, high resolution, and adequately show the resource. If you checked “yes” for #2 and #3 above, include photographs of those properties. Take photographs of the overall property and the exterior of each building on the property, including outbuildings. Include views of the overall setting, views of the building in its immediate surrounding showing the relationship of the building to neighboring buildings, and views of significant landscape features (i.e. tree lined approaches, stone walls, formal gardens, etc.). Exterior views of the building should include full views of each side (if possible) and views of important architectural details. Key all photographs to a site map. If the project involves rehabilitation, include photographs of the building(s) involved and especially the areas of the building slated for rehab work. Label each exterior view to a site map and label all interior views. If the project involves new construction, include photographs of the surrounding area looking out from the project site. Include photographs of any buildings (more than 50 years old or older) that are located on the project property or on adjoining property. -5 - EFFECTS DETERMINATION An effect occurs when an action alters the characteristics of a property that may qualify it for the National Register of Historic Places or alters the features of a property’s location, setting, or use that contribute s to its significance. How will this project affect any of the properties identified in the previous section? Use additional pages as necessary. 1)Will the project take away or change anything within the apparent or existing boundary of any of the identified historic properties? YES NO If yes, explain:_____________________________________________________________ 2)Will the project change the view from or the view of any of the identified historic properties? YES NO If yes, explain:_____________________________________________________________ 3)Will the project introduce any audible or atmospheric elements to the setting of any of the identified historic properties? YES NO If yes, explain:_____________________________________________________________ 4)Will the project result in the transfer, lease, or sale of any of the identified historic properties? YES NO If yes, explain:_____________________________________________________________ -6 - CHECKLIST: Did you provide the following information? Completed form. Photographs of current site conditions and all identified historic properties keyed to a site map. Maps with project area, APE, and any historic properties marked and identified. For new construction, rehabilitations, etc., attach work plans, drawings, etc. NOTE: Section 106 regulations provide for a 30-day response time by the Alabama SHPO from the date of receipt. Project activities may not begin until our office has reviewed this information and issued comments. Upon receipt, applications and attachments become the property of the State of Alabama. For questions regarding this form or the Section 106 Review Process, contact Amanda McBride, Section 106 Coordinator, at 334.230.2692 or Amanda.McBride@ahc.alabama.gov. All projects must be submitted digitally E-mail this form and supporting documents to Section.106@ahc.alabama.gov This is the only approved e-mail address for project submission. Projects sent to any other e-mail address will not be accepted. The attachment size cannot exceed 19 MB. Alternatively, you may submit projects with larger attachments through an online system to be determined by the AHC. Please limit your submission to cultural resources information only. Contact Amanda McBride for any questions on digital submissions 12.0 Cultural Resources Report If there are more than 10 historic properties within the APEs for direct and visual effect, you are required to attach a Cultural Resources Report. There are more than 10 historic properties that have been identified through research at the required repositories and through consultation with Native American Tribes, Local Government Agencies, Interested Parties and members of the Public. Discussion of the identification process can be found in Attachments 07 and 08. Additionally, a discussion of EBI’s opinion of the effects upon those properties can be found in Attachment 05. NRHP/NRHP Eligibility NRHP/SHPO Inventory No.Historic Property Name Address or Nearest Intersection (including U.S. Postal Service ZIP Code) Listed 88001010 School of Organic Education Multiple, Fairhope, AL 36532 Listed 04000115 Fairhope Downtown Historic District Multiple, Fairhope, AL 36532 Listed 88001003 Fairhope Bayfront District Multiple, Fairhope, AL 36532 Listed 88001009 White Avenue Historic District Multiple, Fairhope, AL 36532 Tax Credit 24-193 Fairhope Hotel 131 Fairhope Ave, Fairhope, AL 36532 Listed 85000442 Whittier Hall 201 Magnolia Ave, Fairhope, AL 36532 Listed 88001001 U.S. Post Office - Fairhope 325 Fairhope Ave, Fairhope, AL 36532 Listed 88001005 Carl L. Bloxham Building 327 Fairhope Ave, Fairhope, AL 36532 Listed 88001004 Gaston Building 336 Fairhope Ave, Fairhope, AL 36532 Listed 88001008 Bank of Fairhope 396 Fairhope Ave, Fairhope, AL 36532 Listed 88001006 Zurhorst House 200 Fels Ave, Fairhope, AL 36532 Listed 8001007 Beckner House 63 S Church St, Fairhope, AL 36532 FCC Submission Packet EBI Project #260061232PR Downtown Fairhope SC 1 5 N Church St Fairhope, Alabama 36532 35