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2022-10-20 22-003 SE ApplicationCity of Okeechobee Date: • .3-ao1 (td lsjon.S Petition No. Xa- 603-St- General Services Department Fee Paid: �,_ _ `a• �o 5,Jurisdiction: /} 55 S.E. 3rd Avenue, Room 101 1 S Hearing: ; ' 2" Hearing: P3/4 Okeechobee, Florida 34974-2903 Publication Dates: ' Phone: (863) 763-3372, ext. 9820 Notices Mailed: '. Fax: (863) 763-1686 Rezone, Special Exception and Variance APPLICANT INFORMATION 1 Name of property owner(s): CSX Transportation INC. 2 Owner mailing address: 500 Water St, J-180, Jacksonville, FL 32202 3 Name of applicant(s) if other than owner CitySwitch II -A, LLC (Agent: Ignite Wireless / Kyle Lotze) 4 Applicant mailing address: 1900 Century PI NE, Suite 320, Atlanta, GA 30345 E-mail address: kyle@ignitewireless.com 5 Name of contact person (state relationship): Kyle Lotze 6 Contact person daytime phone(s): 770-862-1034 u�PROPERTY INFORMATION ���x44 ,, w_ Property address/directions to property: 1117 NW 9th St. Okeechobee, FL, 34972 7 From 1-95 in Ft Peirce Florida - Go West approx 32 Miles to NW 9th Ave in Okeechobee FL, Go North approx .6 Miles to NW 9th St, go west approx .34 miles to Site on left. 1117 NW 9th St Describe current use of property: CSX Railroad outparcel primarily used for parking and storage 8 Describe improvements on property (number/type buildings, dwelling units, occupied or vacant, etc. 50'x50' fenced compound, 150' Monopole Tower, Two Electric Service H-Frames, Two 10' x 15' 9 equipment areas, One 10' x 20' equipment area, and One 5' x 5' concrete pad. Source of potable water:N/A (unmanned) Method of sewage disposal: N/A (unmanned) 10 Approx. acreage: Property Area: 0.14 Is property in a platted subdivision? Yes Is there a use on the property that is or was in violation of a city or county ordinance? If so, describe: No 11 12 Is a pending sale of the property subject to this application being granted? No Describe uses on adjoining property to the North: 13 North: Residential Multiple Family East: Industrial South: Industrial West: Industrial 14 Existing zoning: Industrial Future Land Use classification: Industrial 15 Have there been any prior rezoning, special exception, variance, or site plan approvals on the property? ( x ) No (_)Yes. If yes provide date, petition number and nature of approval. 16 Request is for: (_) Rezone (X) Special Exception (_) Variance 17 Parcel Identification Number: 31637350160001100010 (Rev 4/2020) Page I of 11 REQUIRED ATTACHMENTS 18 Applicant's statement of interest in property: Proposed Telecommunications Tower Non-refundable application fee: Rezoning: $850 plus $30/acre; Special Exception: $500 plus $30/acre; Variance: $500 19 Note: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges B When the cost for advertising publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the city on the application, the applicant shall pay the actual costs. 20 Last recorded warranty deed: 4/14/2014 21 Notarized letter of consent from property owner (if applicant is different from property owner) Three (3) CERTIFIED BOUNDARY surveys of the property (one no larger than 11x17; scale not less than one inch to 20 feet; North point) containing: 22 a. Date of survey, surveyor's name, address and phone number b. Legal description of property pertaining to the application c. Computation of total acreage to nearest tenth of an acre d. Location sketch of subject property, and surrounding area within one-half mile radius 23 List of surrounding property owners with addresses and location sketch of the subject property. See the Information Request Form from the Okeechobee Property Appraiser's Office (attached) 24 Affidavit attesting to completeness and correctness of the list (attached) 25 Completed specific application and checklist sheet for each request checked in line 15 Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading . information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this application. Signature Printed Name Date Kyle Lotze 8/10/2022 For questions relating to this application packet, call General Services Dept. at (863)-763-3372, Ext. 9820 (Rev 4/2020) Page 2 of I 1 AllDITIONAL INFORMATION REQUIRED FOR A SPECIAL EXCEPTION Describe the Special Exception sought: �f, SeC+ Z-1003 e) A Wireless Telecommunication Facility Are there similar uses in the area? No (_) ( x ) Yes If yes, briefly describe them: R There are 5 existing telecommunication facilities within Imi of the proposed location. if a business, briefly describe the nature of the business, number of employees, hours of operation, and any activities to be conducted outside of a building: N/A C Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the special exception or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the mos D similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must no in t identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour tri s, and level of service on all adjacent roadwaylinks with and without the project. N/A . E i Responses addressing the standards and required findings for a special exception as described below. Attach additional sheets as necessary. STANDARDS FOR GRANTING A SPECIAL EXCEPTION [See. 70-373(b), LDR page CD70:191 Applicants are required by Sec. 70-373(b) to address the following issues in his/her presentation before the Board of Adjustment. Staff strongly recommends that the Applicant include, in his/her application, materials that address each of these issues in order to allow Staff and the Board of Adjustment sufficient time to adequately consider the Applicant's request. 1. Demonstrate that the proposed location and site are appropriate for the use. 2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. 3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. 4. Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use; or explain how the nature of the use creates no such potential problems. 5. Demonstrate how the utilities and other service requirements of the use can be met. 6. Demonstrate how the impact of traffic generated will be handled, off site and on site. (Rev 4/2020) Page 8 of increase affic. ntainence :s only) FINDINGS REQUIRED FOR GRANTING A SPECIAL EXCEPTION [Sec. 70-373(c), LDR pages 19 & 201 It is the Applicant's responsibility to convince the Board of Adjustment that approval of the proposed special exception is justified. Specifically, the Applicant should provide in his/her application and presentation sufficient explanation and documentation to convince the Board of Adjustment to find that: 1. The use is not contrary to the Comprehensive Plan requirements. 2. The use is specifically authorized as a special exception use in the zoning district. 3. The use will not have an adverse effect on the public interest. 4. The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. 5. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. 6. The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. 7. The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. 8. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. The City staff will, in the Staff Report, address the request and evaluate it and the Applicant's submission in light of the above standards and required findings and offer a recommendation for approval or denial. NOTE: AN APPROVAL OF A SPECIAL EXCEPTION EXPIRES IF A BUILDING PERMIT APPLICATION HAS NOT BEEN SUBMITTED WITHIN TWO YEARS OF THE APPROVAL [Sec. 70-348(4)] (Rev 4/2020) Page 9 of I 1 Standards for Granting a Special Exception [Sec. 70-373(b), LDR page CD70:191 Applicants are required by Sec. 70-373(b) to address the following issues in his/her presentation before the Board of Adjustment. Staff strongly recommends that the Applicant include, in his/her application, materials that address each of these issues in order to allow Staff and the Board of Adjustment sufficient time to adequately consider the Applicant's request. 1. Demonstrate that the proposed location and site are appropriate for the use. The proposed tower will be located within the industrial zoning district on parcel 3-16-37-35- 0160-00110-0010 owned by CSX Transportation, Inc. Section 90-602 of the LDR states that new freestanding communication towers are a permitted use within the Industrial zoning districts. The intent of the city policy is to locate towers in largely industrial zones away from residential areas; the proposed tower complies with this policy. The proposed location will locate the tower inside of an industrial zoned area which will cause less visual impact to surrounding residential properties. 2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. The proposed location will locate the tower inside of an industrial zoned area which will cause less visual impact to surrounding residential properties and is compatible with surrounding similar uses as light and heavy industry. 3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. The proposed tower will be located in an area which is already industrial in nature, with little to no screening for any other industrial use in the area. On the southern portion of the railroad right- of-way adjoining the proposed tower site is an existing treeline which will provide visual buffering between the tower location and the nearest residential properties as shown in those enclosed Site Images. 4. Demonstrate what is proposed to reduce the impact of any potential hazards; problems or public nuisance generated by the use; or explain how the nature of the use creates no such potential problems. The intent of the city policy is to locate towers in largely industrial zones away from residential areas; the proposed tower complies with this policy. The proposed location will locate the tower inside of an industrial zoned area which will cause less visual impact to surrounding residential properties. In addition, the tower is designed such that, in the event of a catastrophic failure, the tower would collapse within the tower compound. The presence of the tower would be a value add to public welfare by allowing additional carriers to collocate antennas onto the proposed tower to provide additional coverage to first responders, the community, and its citizens, especially in an emergency event. The proposed use will not be injurious to the area or public welfare since such proposed use will not ernit noise, dust, odor, orfumes, and will not significantly increase traffic. 5. Demonstrate how the utilities and other service requirements of the use can be met. The only utility the proposed tower will require is power, which will be run from the existing power pole in the public right-of-way, NW 9t"' St, as shown on sheet C-1 of the enclosed zoning drawings. 6. Demonstrate how the impact of traffic generated will be handled, off site and on site. The proposed tower will be unmanned and will not significantly increase traffic as the only traffic will be from the initial tower construction and thereafter only monthly routine maintenance. FINDINGS REQUIRED FOR GRANTING A SPECIAL EXCEPTION [Sec. 70-373(c), LDR pages 19 & 20] It is the Applicant's responsibility to convince the Board of Adjustment that approval of the proposed special exception is justified. Specifically, the Applicant should provide in his/her application and presentation sufficient explanation and documentation to convince the Board of Adjustment to find that: 1. The use is not contrary to the Comprehensive Plan requirements. Section 90-602 of the LDR states that new freestanding communication towers are a permitted use within the Industrial zoning districts. The intent of the city policy is to locate towers in largely industrial zones away from residential areas; the proposed tower complies with this policy. 2. The use is specifically authorized as a special exception use in the zoning district. Section 90-602 of the LDR states that new freestanding communication towers are a permitted use within the Industrial zoning districts. In addition, Section 90-603(e) allows for a waiver from the required minimum separation distances in subsections (c) and (d) through the special exception process. CitySwitch is requesting a waiver to the setback to a residentially zoned property as further described in that Statement of Compliance enclosed. 3. The use will not have an adverse effect on the public interest. The presence of the tower would be a value add to public welfare by allowing additional carriers to collocate antennas onto the proposed tower to provide additional coverage to first responders, the community, and its citizens, especially in an emergency event. The proposed use will not be injurious to the area or public welfare since such proposed use will not emit noise, dust, odor, or fumes, and will not significantly increase traffic. 4. The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. Section 90-602 of the LDR states that new freestanding communication towers are a permitted use within the Industrial zoning districts. The intent of the city policy is to locate towers in largely industrial zones away from residential areas; the proposed tower complies with this policy. 5. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. The intent of the city policy is to locate towers in largely industrial zones away from residential areas; the proposed tower complies with this policy. The presence of the tower would be a value add to public welfare by allowing additional carriers to collocate antennas onto the proposed tower to provide additional coverage to first responders, the community, and its citizens, especially in an emergency event. The proposed use will not be injurious to the area or public welfare since such proposed use will not emit noise, dust, odor, or fumes, and will not significantly increase traffic. The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. The intent of the city policy is to locate towers in largely industrial zones away from residential areas; the proposed tower complies with this policy. The proposed use will not be injurious to the area or public welfare since such proposed use will not emit noise, dust, odor, or fumes, and will not significantly increase traffic. On the southern portion of the railroad right-of-way adjoining the proposed tower site is an existing treeline which will provide visual buffering between the tower location and the nearest residential properties as shown in those enclosed Site Images. 7. The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. The proposed tower will be unmanned and will not significantly increase traffic as the only traffic will be from the initial tower construction and thereafter only monthly routine maintenance. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. The proposed use will not be injurious to the area or public welfare since such proposed use will not emit noise, dust, odor, or fumes, and will not significantly increase traffic. In addition, the site will maintain positive drainage on site at all times. Prepared By and Return to John D. Cassels, Jr. Esq. Cassels & McCall P.O. Box 968 Okeechobee, Florida 34973 Parcel ID Number:3-16-37-35-0160-001 10-0010 qr -ee_ 10.00 D oc • rl 6 l liilll lilil illii lllil lilll iliil fill llil FILE HUM 29314-10ID3234-;B C7FZ B.K ?4-!5 PG SSrD SHARON ROBERTSON. CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY► FLORIDA RECORDED 04/17/2014 04:00:05 PM AMT $10.00 RECORDING FEES $10.00 DEED DOC $0.70 RECORDED BY M Pinon Ps 850; (1 ps) PECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED, made this 1 I ' day of April, 2014, between FT. DRUM CORPORATION, a Florida corporation, of 269 NW 9' Avenue, Okeechobee, FL 34972, GRANTOR, and CSX TRANSPORTATION, INC., a Virginia corporation, of 500 Water Street, Jacksonville, FL 32202 GRANTEE; WITNESSETH, that said Grantor, for and in consideration ofthe sum of TEN ($10.00) DOLLARS, and other good and valuable consideration to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said Grantee, and Grantee's successors and assigns forever, the following described land, situate, lying and being in Okeechobee County, Florida, to -wit: A PARCEL OF LAND LYING IN SECTION 16, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, AND LYING IN AND CONTAINING A PORTION OF THAT CERTAIN PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 379, PAGE 1216 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ALL OF BLOCKS I 1 AND 12; ALL OF N.W. I I' AVENUE (70 FEET IN WIDTH) LYING BETWEEN SAID BLOCKS 11 AND 12; ALL OF N.W. 12" AVENUE (35 FEET IN WIDTH) LYING WEST OF AND CONTIGUOUS WITH SAID BLOCK 1 l ; ALL OF NORTH FOURTEENTH STREET (NAME PER PLAT) (60 FEET IN WIDTH) LYING SOUTH OF AND CONTIGUOUS WITH THE ABOVE DESCRIBED PROPERTY; ALL LYING IN THE NORTH WEST ADDITION TO OKEECHOBEE, FLA. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 25 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that Grantor will warrant and defend the property conveyed against the lawful claims and demands of all persons claiming by, through, or under Grantor, but against none other. IN WITNESS WHEREOF, Grantor has hereunto set Grantors' hand and seal the day and year first above written. SIGNED, SEALED and DELIVERED FT. LALWI CO"ORATION, a Florida corporation in our presence. 10_ BY: Witness Jay (pole, Vice President Print N819. Z72//OA (Seal) Witne s Print Name: STATE OF FLORIDA COUNTY OF OKEECHOBEE tt �( The foregoing instrument was acknowle a before me thi} `'1' day ofApril, 2014 by Jay Walpole as Vice President of FT. DRUM CORPORATION, who is personally known to me or 0 who has produced as identification. ip'y`r ��i. No4ry Pudlc Shte of FloNtla �h Kerirf Ammons 4tigginatu+of Notary Pub is � _� My Commiubn EEtt9787 Printed name of Notary: �• Expha. oero�no,s My commission expires: (6709-159660. WPD] Book745/Page850 CFN#2014003848 Page 1 of 1 CITY OF OKEECHOBEE 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 TELE: 863-763-3372 FAX: 863-763-1686 LAND USE POWER OF ATTORNF,Y Name of Property Owners: CSX Transportation INC. Mailing Address: 500 Water St, J-180, Jacksonville, FL 32202 Home Telephone: Work: 904.279.3806 Cell: Property Address: 1117 NW 9th St. Okeechobee, FL, 34972 Parcel ID Number: 31637350160001100010 Name of Applicant: CitySwitch I I -A, LLC (Agent: Ignite Wireless / Kyle Lotze) Home Telephone: Work: 470-239-0846 Cell: 770-862-1034 The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance. This power of attorney will be terminated once approval of the required granting of the special exception or granting of variances is received. IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS DAY OF r' IG 20 2-2— OWNER WITNESS OWNER WITNESS STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me by means of physical presence or _online notarization, this —� day of M!�2 , 202nL, by (Name of Person who is EE� r produced as identification. 1Nvi JOHN A BLANTON NOTARY P IC SIGNATURE Public - State of Flarida (Rev 4/2020) 'vvF"•` My Comm. txP1rosAug 15, zozz "Bonded through National Notary Ann. Page 5 of 11 DocuSign Envelope ID: 4EB71800-4382-44CE-837D-77EE6DOFDD46 CSX TRANSPORTATION, INC. OFFICER'S CERTIFICATE The undersigned hereby certifies that he is Vice President — General Counsel of CSX Transportation, Inc., a Virginia corporation (the "Corporation"), and is familiar with the Corporation's records and seal and that: The authorized officers, employees and agents of the Corporation are subject to a Chart of Authority made effective as of June 2010, and revised as of September 2016, which defines the limits of authority vested in various positions of responsibility within the Corporation and . establishes the types and maximum amount of obligations, transactions and payments that may be approved by such authorized officers, employees and agents of the Corporation (the "Chart of Authority"). 2. Pursuant to the Chart of Authority, Catherine E. Adkins, Director — Real Estate — Corridor Services, is authorized to approve, execute and deliver, on behalf of the Corporation, leases, contracts, agreements, and other real property documents pertaining to real property transactions to which the Corporation is a party, whenever the consideration for such real property transactions does not exceed the amount of two hundred fifty thousand dollars ($250,000). Witness my hand and seal of the Corporation this 25'h day of January, 2022. (corporate seal) Attest. DocuSigned by: 34FFAA808E174B0... Mark D. Austin, Assistant Corporate Secretary CSX Corporation CSX TRANSPORTATION, INC. DocuSigned by: E t S , By: jjUYtn S 5273C71FE136480... Michael S. Burns Vice President — General Counsel 7/14/22, 12:55 PM Detail by Entity Name 'WfSIGfd OF CORPORATIONS r Depaitrnent of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Foreign Profit Corporation CSX TRANSPORTATION, INC. Filing Information Document Number 806099 FEI/EIN Number 54-6000720 Date Filed 03/26/1946 State VA Status ACTIVE Last Event CORPORATE MERGER Event Date Filed 12/23/1992 Event Effective Date NONE Principal Address 500 WATER STREET JACKSONVILLE, FL 32202 Changed: 01/22/2010 Mailing Address 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Changed: 01/22/2010 Registered Agent Name & Address C T CORPORATION SYSTEM 1200 SOUTH PINE ISLAND ROAD PLANTATION, FL 33324 Name Changed: 09/19/2016 Address Changed: 09/19/2016 Officer/Director Detail Name & Address Title Director, EVP and CFO Pelkey, SEAN R. https://search.sunbiz.orq/Inquiry/CorporationSearch/SearchR.esultDetaii?inquirvtype=EntitVName&directionType=1 nitial&searchNameOrder—CSXTRA... 1 /6 7/14/22, 12:55 PM Detail by Entity Name 500 WATER STREET JACKSONVILLE, FL 32202 Title Assistant Corporate Secretary ARMBRUST, STEVE C. 500 WATER STREET JACKSONVILLE, FL 32202 Title Corporate Secretary Burns, Michael S. 500 WATER STREET JACKSONVILLE, FL 32202 Title Director, EVP and Chief Legal Officer Goldman, Nathan D. 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title President, CEO Foote, James M. 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title SVP - Network Planning Barr, Brian 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title EVP - Operations Boychuk, Jamie 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title EVP and Chief Administrative Officer Sorfleet, Diana B. 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title VP and Chief Accounting Officer https://search.sunbiz.org/Inquiry/CorporationSearch/Search Resu ltDeta i I?inquirytype=EntityName&directionType=Initial&search NameOrder-CSXTRA... 2/6 7/14/22, 12:55 PM Detail by Entity Name Williams, Angela C. 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title Director, EVP - Sales and Marketing Boone, Kevin S. 500 WATER STREET JACKSONVILLE, FL 32202 Title SVP and Chief Strategy Officer Bezar, Farrukh A. 500 WATER STREET JACKSONVILLE, FL 32202 Title SVP of Sales Adams, Arthur L. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Asset Utilization Albright, William C 500 WATER STREET JACKSONVILLE, FL 32202 Title VP and General Counsel Burns, Michael S. 500 WATER STREET JACKSONVILLE, FL 32202 Title SVP - Engineering and Mechanical Johnson, Ricky E. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Intermodal & Automotive Kenney, Maryclare T. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Energy Longson, Adam https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=l nitial&searchNameOrder=CSXTRA... 3/6 7/14/22, 12:55 PM Detail by Entity Name 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Total Rewards Mullen, Michelle A. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Human Resources and Chief Diversity Officer Noel, Stephanie W. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Safety Schwichtenberg, James 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Corporate Communications Tucker, Bryan A. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Asset Management Vierling, Jack R. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Labor Relations Wall, Jeffrey D. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Operations Juggernauth, Gregory 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title VP - Network Systems Bittner, Deborah T. 500 WATER STREET JACKSONVILLE, FL 32202 https://sea rch.sun biz.org/Inquiry/CorporationSearch/Search ResultDeta i I?inq u irytype=EntityName&d irectionType=Initial&searchNameOrder=CSXTRA... 4/6 7/14/22, 12:55 PM Detail by Entity Name Title VP of Technology and Chief Information Security Officer Eppinger, Gary 500 WATER STREET JACKSONVILLE, FL 32202 Title VP - Finance and Treasury Slater, William D. 500 WATER STREET JACKSONVILLE, FL 32202 Annual Reports Report Year Filed Date 2020 03/19/2020 2021 04/08/2021 2022 05/01 /2022 Document Images 05/01/2022 — ANNUAL REPORT View image in PDF format 0410812021 — ANNUAL REPORT View image in PDF format 03/19/2020 — ANNUAL REPORT View image in PDF format 03/29/2019 —ANNUAL REPORT View image in PDF format 06/21/2018 --ANNUAL REPORT View image in PDF format 05/23/2017 — ANNUAL REPORT View image in PDF format 09/19/2016 — R g. 6gent Cha ge View image in PDF format 04/06/2016 — ANNUAL REPORT View image in PDF format J ...... ....... ._... _...... 03/19/2015 — ANNUAL REPORT View image in PDF format 03/11/2014 — ANNUAL REPORT View image in PDF format 04/03/2013 -- ANNUAL REPORT View image in PDF format ' 04/25/2012 — ANNUAL REPORT View image in PDF format 04/05/2011 — ANNUAL REPORT View image in PDF format 07/09/2010 — g.AgentCha ge _ View image in PDF format 01/22/2010 — ANNUAL REPORT View image in PDF format 01/26/2009 -- ANNUAL REPORT View image in PDF format 01/21/2008 -- ANNUAL REPORT View image in PDF format 01/15/2007 —ANNUAL REPORT View image in PDF format 04/25/2006 — ANNUAL REPORT View image in PDF format 08/05/2005 — Reg. Agent Change View image in PDF format 04/11/2005 — ANNUAL REPORT View image in PDF format 04/30/2004 — ANNUAL REPORT View image in PDF format 0.3126/2003 -- ANNUAL REPORT View image in PDF format 04/01/2002 -- ANNUAL REPORT View image in PDF format 10/09/2001 —Reg. Agent Change View image in PDF format 03/26/2001 --ANNUAL REPORT View image in PDF format 05/04/2000 -- ANNUAL REPORT View image in PDF format https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirvtvpe=EnttvName&directionTvpe=Initial&searchNameOrder—CSXTRA... 5/6 7/14/22, 12:55 PM Detail by Entity Name 05/04/1999 — ANNUAL REPORT 05/18/1998 — ANNUAL REPORT 05/08/1997 — ANNUAL REPORT 04/27/1996 — ANNUAL REPORT 05/01/1995 — ANNUAL REPORT View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Florida of State, Divisioi: of Corporations https://search.sunbiz.org/Inquiry/CorporabonSearch/SearchResultDetail?inquirytype=EntityName&directionType=lnitial&searchNameOrder-CSXTRA... 616 1-13-38-36-OA00-00002-0000 SALRY RR 1-17-37-35-0010-OOOOD-0130 MORA ENRIQUE 1-17-37-35-OA00-00001-A000 FT DRUM CORPORATION 1-17-37-35-OA00-00001-AA00 FT DRUM CORPORATION 1-17-37-35-OA00-00001-1000 FT DRUM CORPORATION 1-17-37-35-OA00-00001-J000 FT DRUM CORPORATION 1-17-37-35-OA00-00001-0000 OKEECHOBEE COUNTY 2-16-37-35-OA00-00005-0000 SALRY RR 3-15-37-35-0010-00420-0110 ON ROUTE EXPRESS SERVICES LLC 3-15-37-35-0010-00420-0130 EPANOPTIX INC 3-15-37-35-0010-00420-0140 ERVIN MATTIE 3-15-37-35-0010-00420-0150 KOCHER KIMBERLY 3-15-37-35-0010-00420-0170 GRANT PATRICIA ANN 3-15-37-35-0010-00430-0080 RODGERS LINDA FAYE 3-15-37-35-0010-00430-0100 MINONDO MICHAEL A 3-15-37-35-0010-00430-0120 ERVIN LEVERN 3-15-37-35-0010-00430-0140 DALE MASSEY 3-15-37-35-0010-00670-0010 FROM INVESTMENTS LLC 3-15-37-35-0010-00670-0110 FROM INVESTMENTS LLC 3-16-37-35-0160-00010-0050 FORT DRUM CORPORATION 3-16-37-35-0160-00090-0010 ESTREMERA ALEJANDRO & JANET 3-16-37-35-0160-00090-0040 LYONS BASIL 3-16-37-35-0160-00130-0010 TOTAL ROADSIDE SERVICE CENTER 3-16-37-35-0160-00130-0070 WILSON DENNIS R 3-16-37-35-0160-00140-0010 WILSON DENNIS R 3-16-37-35-0160-00140-0060 GUERRERO JUDY LYNN 3-16-37-35-0160-00140-0080 FLETCHERJUDITH D 3-16-37-35-0160-00140-0100 SRBEK YVONA 4D RE551 ADDRESS 2 p I C/O CSX CORP 500 WATER STREET J910 JACKSONVILLE FL 33202 2694 SE CROTON WAY STUART FL 34997-6690 BOX 1177 OKEECHOBEE FL 34973-1177 BOX 1177 OKEECHOBEE FL 34973-1177 BOX 1177 OKEECHOBEE FL 34973-1177 BOX 1177 OKEECHOBEE FL 34973-1177 C/O CSX CORP 500 WATER STREET J910 JACKSONVILLE FL 33202 C/O JEAN M CHARLES SR 9164 BIRMINGHAM DR PALM BEACH GARDENS FL 33410-5922 7806 NW 40TH CT CORAL SPRINGS FL 33065 920 NW 9TH STREET OKEECHOBEE FL 34972-2002 918 NW 9TH ST OKEECHOBEE FL 34972 916 NW 9TH ST OKEECHOBEE FL 34972-2002 11435 BRIGHTON KNOLL LOOP RIVERVIEW FL 33579-2110 917 NW 9TH ST OKEECHOBEE FL 34972-2001 919 NW 9TH ST OKEECHOBEE FL 34972-2001 315 SW 11TH AVE OKEECHOBEE FL 34974-4017 PO BOX 1209 OKEECHOBEE FL 34973-1209 PO BOX 1209 OKEECHOBEE FL 34973-1209 PO BOX 1177 OKEECHOBEE FL 34973-1177 P 0 BOX 337 OKEECHOBEE FL 34973-0337 1303 TERRASOL RDG SW LILBURN GA 30047-3097 PO BOX 147 OKEECHOBEE FL 34973-0147 1102 NW 7TH CT OKEECHOBEE FL 34972-2429 1102 NW 7TH CT OKEECHOBEE FL 34972 1104 NW 7TH CT OKEECHOBEE FL 34972 1106 NW 7TH CT OKEECHOBEE FL 34972 1108 NW 7TH CT OKEECHOBEE FL 34972 0 �Yl a A- I NW 1.3TH ST At Ws NW, 2TF 4A AL i Yr 40 NOV ...1 A- . . . . . . . 4;6 17 416 Q6 All% �wj: BU, .4a #opw _wd 4.4 SUBJECT PARCEL.' _73 . . .... 75�W 77� IV Al 7 TH _C F IL 7 ,gam.. I 4i A". _ i. 011*77"IT-It _�X­ OKEECHOBEE COUNTY PROPERTY APPRAISER'S OFFICE _jl_ Petition No. Affidavit Attesting to the Completeness and Accuracy of the List of Surrounding Property Owners I hereby certify under the penalty of law or the revocation of the requested approval sought that to the best of my knowledge and belief, the attached list constitutes the complete and accurate list of the property owners, addresses, and parcel identification numbers of all parcels and tracts within three hundred (300) feet not including intervening streets, alleys, or waterways, of the perimeter of the lands which are subjects of, or are contiguous to but held under the same ownership as, the lands subject to the application for a change in land use or zoning, said list constituting a portion of that application. This affidavit�-- /t is made based upon an inspection of the tax rolls of the Property Appraiser of Okeechobee County as of T,,.1 V —bL I� 1 -- and the % Assertions made to me by members of that Office that the information reviewed constitutes.the most recent n� information available to that office. I therefore attest to this day of A Signature of Applicant Name of "Applicant (printed or typed) STATE OF = (7e o �_n+ 0,, COUNTY OF 7- Date The foregoing instrument was acknowledged before me by means of physical presence or online notarization. this ,_ day of ljwJ4 y20Alby iQ C.a f`(L who is personally known to me or produced as identification EXPIRES GEORGIA = 9-11-2023 ' Notary Public Signature TON(COV�\\ (K.\ J1,29 n) Pape ? oI I I VICINITY MAP ZONING D RAW I N G S C m - o o- °� Q C ITY S W ITC H SITE 9 CITY SWITCH SITE ID: SITE SUMMARY SITE TYPE: NEW SITE DESIGN TOWER TYPE MONOPOLE TOWER HEIGHT': 15D-0' APPURTENANCEHEIGHT: GROUND ELEVATION: 293 11 11 'D SPEED: 145 MPH TYPE OF OCCUPANCY: TELECOMMUNICATIONS TOWER LATITUDE: 27.16 07.7•N (2725214(') TOWER LONGITUDE W-W 413YY(-00.8¢M1796') ZONING JURISDICTION: CITY OF OKEECHOBEE COUNTY: OKEECHOBEE AM 9: 31637A50160-00110-0010 ZONING: INDUSTRIAL PARCEL Ste: 226,076E SO K. (5.19 ACRES) LEASE AREA SIZE: 2AW SO.FT (0.01M ACRES) POWER CdMPANY: TBD TFIEPNONE COMPANY: TSD PROJECT DIRECTORY LANDOWNER CSX TRANSPORTATION- INC. CIO TAX OEPT. J910 500 WATER STREET, SUITE 1208 JACKSONVILLE, F132202 CONTACT: THOMAS PAULY PHONE; (901) 2793837 EMAIL THOMAS_PAULY@CSX.COM 111Mn.VT: CSX TRANSPORTATION, INC. CIO TAX DEPT. J910 = WATER STREET, SUITE 1208 JACKSONVILLE.FI-MB2 CONTACT: THOMAS PAU" PHONE (90,1) 279.=7 EMAIL: THOMAS PAULY®CSXCOM SITE DESIGWENGINEER: FDH INFRASTRUCTURE SERVICES 6521 MERIDIEN DRNE RALEIGH, NC 27616 CONTACT: JAMES R BILLUPS. PE, CFM PHONE:(919)7551012 SURVEYOR SMW ENGINEERING GROUP. INC 159 BUSINESS CENTER DRIVE BIRMINGHAM, Ai - CONTACT: PHONE: (205) 252-985 FLC034 CITY SWITCH SITE NAME: OKEECHOBEE SITE ADDRESS: 1117 NW 9TH ST OKEECHOBEE, FL 34972 NOTE:ANY CHANGES TO THE APPROVED PLANS NUST SE APPROVED BY THE PROPERTY —ER - DIRECTIONS FROM PALM BEACH INTERNATIONAL AIRPORT, PALM BEACH, FL HISAO EAST ON WELLNGTON RD TOWARD N FLORIDA MANGO M. IN 367 R. TURN RIGHT ONTO N FLORIDA MANGO RD. N 249 FT. TURN LEFT ONTO WORTHINGTON RD. N 02 MI. TURN LEFT ONTO S AUSTRALIAN AVE. IN 1.0 MI. TURN LEFT ONTO THE OKEECHOBEE BOULEVARD W RAMP. IN 02 MI. MERGE ONTO OKEECHOBEE BLVD. IN 0.3 MI. USE THE RIGHT 2 LANES TO MERGE ONTO 495 N WA THE RAMP TO OAYTONA BCH. IN 5.7 MI, TAKE EXIT 76 FOR FL-70816LUE HERON BLVD.IN 0.3 MI, USE THE LEFT 3 LANES TO TURN LEFT ONTO R -708 WM BLUE HERON BLVD (SIGNS FOR VA MEDICAL CNTR). N 1.0 MI. SLIGHT RIGHT ONTO R-710 W.IN 532 ML USE ANY LANE TO TURN LEFT ONTO FL-TOWINE PARK 0. N 2A ML, TURN RIGHT AFTER ADVANCE AUTO PARTS (ON THE LEFT). IN 0.6 ML TURN LEFT ONTO NW 9TH ST. DESTINATION WILL BE ON THE LEFT. CODE COMPLIANCE ALL WORK AND MATERIALS CHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EEAIONS _F THE FOLLOWING C^DES AS ADOPTED BY TEE LOCAL CLYEPNING AUT.YOPMES- NOTHING IN THESE PUNS IS TO BE CONSTPUEE TC PEPMIT Wyk NCT CONFORMNG TO THE LATEST ECITONS OF THE FOLLOYNG RCRIDA B01_MNG CODE 2020 4. LOCAL BUILDING CODE 2. MS..'TW-222—H S CTY.T31i1,117' ORONANCES 3. NATIONAL ELECTRIC CODE 20'7 6. 2020 FLK1. FIPE PRE\•ENT*N •:ODE GENERAL NOTES UNDERGROUND SERVICE ALERT URLITIEB PROTECTION CENTER, INC. THE FACHABI IS UNMANNED,THERRE AND NOT FOR B11 HUMAN HABITATION, THEREFORE HANDICAP ++�I "�\ ACCESSE NOT REQUIRED. AD FOR WILL HOURS BEFORE YOU DIG VIER THE SITE AS R PROJECT FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE: NO SANITARY SEWER SERVICE. LEGAL DESCRIPTION POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS REFER TO TOPOGMPHICAL SDRVEY ANO 511E FLAN FOR LEGAL DESCRIPTION OF PROPOSED. PARENT PARCEL AND LEASE AREA LOCAL MAP CITYSWITCH 1900 CENTURY PLACE, SUITE 320 ATLANTA, GA 30345 CS�X ��• \ SITE s . INFIRA9TRUCTVRE V BERNCF$ �� a Y....� a" as•ea. IN SCOPE OF WORK INSTALLATION OF AN UNMANNED TELECOMMUNICATIONS FACIUTY CONSISTING OF A 150-0' MONOPOLE TOWER WITH 10' LIGHTNING ROD. THE TOWER WILL BE PLACED �xnnwE INSIDE A FENCED COMPOUND. INSIDE A 2.5001 SOFT. TOWER COMPOUND AREA cAusrtlOro N:R6AOgKD3 THE;YH9�4R� FABT9T,H�I�W.� mxOUTMERR14S5510NOF FRalelrm SUBMWrALS SHEETINDEX SHEET NO. DESCRIPTION T-1 TITLE SHEET S-1 SURVEY SHEET i OF 2 S,2 SURVEY SHEET20F2 GN•1 GENERAL NOTES GN3 GENERAL NOTES G1 SATELLITE SffE RAN D,., OVERALL SITE PLAN C-2 COMPOUND DETAILS REV. REVISION NO. DATE No 'G'2750 STATE OF 12 wwir o IPR-006900 I FLCO34 OKEECHOBEE 10126641 1117 NW 9TH ST OKEECHOBEE, FL 34972 TITLE SHEET T-1 �i�'ti''taa1�,,�A, . wR1,R N. SRaN•er4RM e 07/19/22"�e , Rm10• Limm No OW6141 --mot —DP— —GP— - — —GP— ——OPmo--- '- SIGHT DISTANCE NW 9TH STREET 1074' TO INTERSECTION i f 074 2 PUBl1C RIGHT-OF-WAY VARIES AVENUE " (,SPAT SURFACE) NW IOTH - It OF DfADi POE-- DITCH r POCnCAPPED REBAR(FOUNDI H�-. ' j STAMPED(DEHAYES PSM 51718m�� GRASSED N: 1060999.896. E:706535.719\ 1 Im8 PDO m 50-X50' TOWER COMPOUND AREA 2500.00 SO.FT.2 - z 0,06 ACRE53 OSAa 1 IPop 0 to W 9m, z N O 30 IADE ACCESS/ UTILITY 9 89526 E 3613 CORRIDOR \ \ 0 OB ACRESt o. t GRASSED I� R C CENTER OF TOWER ;g NO BUILDINGS PARENT TRACT 60" zm S 69'S2'26' V NEAR AREA CS% TRANSPORTATION, INC- NORM FOURTEENTH STREET 50.00' OF SITE �45SETIEALK LINE BOOK 745 PAGE 850 BOOK 745 PAGE 850 ;3500• PARCEL: 3-16-37-35-0160-00110-0010 5.19 ACRES (PER OKEECHOBEE COUNTY PROPERTY APPRAISER) 0 50' 100' TOWER INFO IATTTUDE: 27'11'117,705- NORTH LONGITUDE 80'50'41.267- WEST SCALE: 1" = 50' GRAD a!) GROUND ELEVATION: LEVEL ABOVE NEAR SEA LEVEL (NAV088) LAN➢ OWNER/CLIENT CSX 500 WATER STREET JACKSONVILLE, FL 3Z202 \ CAPPED REBAR(FOUND) GRASSED �- TAMPED(DEHAYES PSIA 5178) i OrTCH SALRY RR, C/O CSX CORP 1 PARCEL 1-13-38-36-OA00-00002-0000 PER TAX CARD FLORIDA WESTERN d: NORMERN SEA80ARD RAILROAD __- PL SALRY RR PARCEL 2-16-37-35-DAOO-00005-0000 PER TAX CARD * SITE PROJECT NO. 21 5500 F1DNM WESIEIW • rvORMDn sFAeOAIm RNLRD.O - �� f� xw elHs xm ro scvE � � FLORIDA EAST Gol NORM GRID TO TRUE NORTH CONVERGENCE T W U > J -ROW—'—HfiW— a04'I 5.8483- j J TRUE NORTH TO MAGNETIC DECUNA➢ON N y Q 6'47' INO = COMBINED SCALE FACTOR D_ _ D' 0.999944091 a g1g LEGEND LL_ 2xx O 5/8- RE&1R SETELI U 66 • FOUND PROPERTY MARKER y m P08 = POINT OF BEGINNING POC = POINT OF COM44CACEMEW V POE POINT OF CNDING N ♦ = CALCULATED POINT M) = MEASURED POWER POLE E POWER BOX d = 7ELEPHONE PEDESTAL C --------- - ._..._ TEMPORARY BENCHMARK O• PK AWL SET O — — ELEVA7ION - JO.9J' Q z R ITC1 A ENE HI E �V -- RIGHT-OF-WAY LU — — OVERHEAD POWER m € H FLOOD NOTE By only, the euplect $ graphic plotting in properly appears to lie Zone 'X'9 pl ih• Flopd Insurance Map Community Panel No 12093CO415C.• Pa -Pam 1Man 15 a an eneTwn doto se e „ay 16, Ohaz d IS NOT axial 0 C Hood nazard area. Zone X': Area of minimal flood ,. B hazard. € OKEECHOBEE FLC034 Fv NW 1/4, SEC. N T-37-S, R-35-E ---ROW----ROW----RO'N----R OKEECHOBEE COUNTY, FLORIOA_a SURVEYOR'S NOTES I. This is a Site Specific Purpose Survey, made on the ground under the supervision of a Florida Registered Land Surveyor. Date of field survey is September 14. 2021. 2. The following surveying instruments were used Cot time of field visit: Topton GM-55 and Topton H'.per SR G.P.S. receive , (RT.K. netxork capable). 3. Bearings are based on Florida East Slate PI-e Coordinates NAO 83 by CPS observation. 4. No underground utilities. underground en or building foundations wswis medisumal or I ... led as a Part of ttds survey. unless otherwise shown. Trees and shrubs not located, nine otherwise shown. 5. Benchmark used is a CPS Continuously Operating Reference Station, PID DE9138. Onsite benchmark is as shown hereon. Elevations shown are in feet and refer to NAVD 86. 6. This survey w conducted for the purpose of a Site Specific Purpose Survey only, and is not intended la delineate the regulatory jurisdiction of any federal, stale, mgionol or local agency. board. commission or other similar entity. 7. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to reproduction. This should be taken into conaderation when obtaining scaled data. 8. This Survey w canducted with the benefit of an Abstract Title march. 9. Surveyor hereby states the Geodetic Coordinates and the elevation shown for the proposed centerline of the tower are accurate to within +/- 20 feet horizontally and to within +/- 3 feet vertically (FAA Accuracy Code IA). 10. Survey shown hereon conforms to the Minimum Requir mounts ces rat forth by the State Board for a Clam "A" Survey. 11. Field data upon which this map or plot is owed has a . re precision of not less Man o e-foot in 15,000 feet (1': 15.000') and an angular error that does not extend 10 seconds times the square root of the number of angles turned. Field troverse was not adjusted. 12. This survey is not valid without the origins signature and the original seal of'a slot. r-wel surveyor. 13. This is a Site Specific Purpose Survey and does not include the entire parent parcel. 14. Zoning: (os supplied by client) zoning Jurisdiction: city Zoning Land Um: A - Active 1. PARENT TRACT CSX TRANSPORTATION, INC. BOOK 745 PAGE 850 PARCEL• 3-16-37-35-0160-00110-0010 PER TAX CARD 2. SALRY RR PARCEL 2-16-37-35-OA00-00005-0000 PER TAX CARD 3. PT DRUM CORPORATION PARCEL 1-17-37-35-OAOD-00001-1000 PER TAX CARD 4. ERVIN LEVERN PARCEL 1-15-37-35-00113-00430-0120 PER TAX CARD NW 9TH STREET POC F F I 3. FOURTEEN STREET m 2. FLORIDA WESTERN 3 NORTHERN SEABOARD RAILROAD PARENT TRACT (BOOK 745 PAGE 350) A parcel of land lying in Section If, Township 37 South, Range 35 East, Okeechobee Courly, Florida, and lying in and containing a portion of that certain parcel of Land as recorded in Official Records Book 379, Page 1216 of the Public Recortls of Okeechobee County, Florida, and being more particularly described as follows: All of Block 11 and 12; all of N.W. itth Avenue (70 feet in width) lying between said Blocks 11 and 12: all of N.W. 121h Avenue (35 feel in width) lying West of and contiguous with said Block 11; all of North Fourteenth Street (Nome per Plat)(60 feet in width) lying South of and contiguous with the above described property; all lying in the North West Addition to Okeechobee, Fla. according to the Plat thereof as recorded in Plat Book 1, Page 25 of the Public Records of Okeechobee County, Florida. Okeechobee County Parcel No.: 3-15-37-35-0160-00110-0010 5.19 Acres (per Okeechobee County Property Appraiser) 50'x 50'TOWER COMPOUND AREA (AS -SURVEYED) A portion of the CSX Transportation, Inc. tract described in Book 745, Page 850 as recorded In the Office of Clerk of Circuit Court for Okeechobee County, Florida, lying in the Northwest 1/4, Section 16, Township 37 South, Range 35 East, sold Okeechobee County, Florida and being mom particularly described as follows: Commencing at a capped robot, stamped DEHAYES PSM 5178, found marking the Northwest comer of said tract, homing Florida East State Plane coordinates: N:1060999.896. E:706535.719; thence run S 14'33'54' E for a distance of 119.78 feet to a set 5/8' tabor and the Point of Beginning; thence run N 8752'26' E for a distance of 50.00 feet to a paint; thence run S 00'07'34' E for a distance of 50.00 feet to a point; thence run S 8WS2'26' W for a distance of 50.00 feet to a point; thence run N 0007'34" W for a distance of 50.00 feet to the Point of Beginning. Said tower compound area Contains 2,5DO.00 square feet or 0.06 acme, mom or lase. 30' WIDE ACCESS & U1ILITY CORRIDOR (AS -SURVEYED) A portion of the CSX Transportation, Inc. trpct described in Book 745, Page 850 ae recorded in the Office of Clerk of Circuit Court for Okeechobee County, Florida, lying in the Northwest 1/4, Section 16, Township 37 South, Range 35 East, said Okeechobee County, Florida and being more particularly described as follows: Commencing at a capped repair, stamped DEHAYES PSM 5178, found marking the Northwest comer of said tract, hoeing Florida East State Plane coordinates: N:1060999.896. E;706535.719; thence run S 14'33'54' E for a distance of 119.78 feet to a set 5/8' mbar, thence run N 89'52'26' E for a distance of 25.00 feel to the Point of Beginning; of an Access & Utility Corridor being 30 feet in width and tying 15 feet each aide of the following described centerline; thence run N 00'00'00' W fora distance of 56.21 feet to a Point; the beginning of on arc turning to the right having a radius of 309.45 feet, having a chord bearing and distance of N 05'56'55" E for a distance of 64.14 feet; thence run along said are for 64.26 feet to a point on the Southerly right -of -may of NW 9th Street, a variable public right-of-way and the Point of Ending. Said easement Contains 3.613.93 square feat or 0.08 acme, mom or lose. PLOTTABLE EXCEPTIONS Fidelity National Tulle Insurance Company Commitment for The Insurance Order No. 10373162 Date Aprii 14. 2022 0 8:00 am Schedule B, Section II Ezra ntlgn Nn_ Instrumen! f�g�Ot 1-5,7-6 Standard exceptions. Contain no survey matters. © / Boak 731, Page 10/0 \r,,,cument Affacls Parent Tract but contains Soak 737, Page 1215 uff.aent Information to plot, show, or determine affects on subject Lease Area or Ingress/Egress & Utility Easement. SURVEYOR'S CERTIFICATION �3 .••..•... -11. 39^rtw� I certify that all ports of this survey and droning hove been completed in a wrdanca with Me current requirements of the Standards of Practice for Surveying in the Stales of Florida to the m0� L m best of my knowledge, informoaon, and belief. E Jc ca . .�i4(00..•.is/ � a)ME a r•. 4 e _, WIF.m H. Sommerville. III ®� D7/19/22 -� Flarida License Vo W06141 'te OKEECHOBEE FLCO34 NW 1/4, SEC. 16, T-37-S, R35-E OKEECHOBEE COUNTY, FLORIDA GENERAL NOTES: 9. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY OWNER'S 1. EVERY EFFORT HAS BEEN MADE IN THE CONSTRUCTION DOCUMENTS TO PROVIDE A REPRESENTATIVE A/C COMPLETE SCOPE OF WORK. MINOR DISCREPANCIES IN THE DRAWINGS AND/OR AFT SPECIFICATIONS SHALL NOT EXCUSE CONTRACTORS FROM COMPLETING THE PROJECT AND 10. DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP THE APPROVED AGL IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONSTRUCTION DRAWINGS AND SUBMITTING THE REDLINED SET TO OWNER'S 2. BIDDING REQUIREMENTS a. PRIOR TO THE SUBMISSION OF BIDS, VISIT THE JOB SITE TO BECOME FAMILIAR WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. VISIT THE SITE WITH THE CONSTRUCTION DOCUMENTS TO VERIFY FIELD DIMENSIONS AND CONDITIONS TO CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. b. PROVIDE NOTIFICATION TO OWNER'S REPRESENTATIVE IN WRITING OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF PRICE PROPOSAL IN THE EVENT OF DISCREPANCIES, PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. c. WHEN TOWER IS OWNED BY A THIRD PARTY, CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 4. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONFIRM (PRIOR TO SUBMITTING BID) THE PRESENCE OF POST TENSION TENDONS. INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS PRIOR TO CONSTRUCTION. 3. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. CONSTRUCTION DOCUMENTS ARE INTENDED FOR DIAGRAMMATIC PURPOSES ONLY, UNO. 4. FURNISH ALL MATERIALS. EQUIPMENT. LABOR, AND ANY REQUIREMENTS NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS. 5. SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONSTRUCTION DOCUMENTS. PROVIDE ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES. SEQUENCES. AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SMALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES. RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY. MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES APPLICABLE TO THE WORK. 7. CONSTRUCTION COORDINATION REQUIREMENTS e. NOT FY 0 INSTRUCTION PRIOR TO STARTING WORK ON ANY REM NOT CLEARLY DEFINED BY THE CONSTRUCTION DOCUMENTS. e. PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. I. PROVIDE FALL PROTECTION IN ACCORDANCE WITH FEDERAL, STATE, LOCAL. AND OWNER REQUIREMENTS. g. IF FAA UGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY ELECTRICAL SERVICE THAT IS TO BE INTERRUPTED, MAINTAIN THE NECESSARY LIGHTS DURING CONSTRUCTION AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A DISRUPTION. h. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. I. STRUCTURAL COMPONENTS OF ADJACENT FACILITIES SMALL NOT BE ALTERED BY THIS CONSTRUCTION PROJECT, UNO. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT STRUCTURES. j. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L LISTED OR FIRE MARSHALL-APPROVED MATERIALS, IF APPLICABLE. k. BURIED UTILITIES MAY EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. I. COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO OWNER'S REPRESENTATIVE m. PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. n. KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. REMOVE EQUIPMENT NOT SPECIFIED' AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. o. MAINTAIN THE INTEGRITY OF THE BURRING ENVELOPE AND CONSTRUCT BARRIERS IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AS WELL AS FROM CONSTRUCTION DUST AND DEBRIS. 8. INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S SPECIFICATIONS, UNO, OR WHERE LOCAL CODES OR ORDINANCES DIRECT OTHERWISE. REPRESENTATIVE UPON COMPLETION. DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS TO BE SUBMITTED WITH REDUNED CONSTRUCTION DRAWINGS. 11. PROVIDE SUPPORTS FOR CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS IN ACCORDANCE WITH ALL MANUFACTURER'S REQUIREMENTS. 12. A STRUCTURAL ANALYSIS AND A MOUNT ANALYSIS (IF REQUIRED) TO DETERMINE THE STRUCTURAL CAPACITY TO SUPPORT THIS PROPOSED EQUIPMENT WAS PERFORMED OUTSIDE THE SCOPE OF THIS PROJECT. 13. CONFIRM THAT THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS, MOUNT ANALYSIS AND ANY ASSOCIATED MODIFICATIONS HAVE BEEN FOLLOWED AND COMPLETED AS REQUIRED TO SUPPORT THE EQUIPMENT ASSOCIATED WITH THIS PROJECT. SPECIAL INSPECTIONS: 1. WHEN REQUIRED, PROVIDE SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR. APPROVED BY OWNER'S REPRESENTATIVE AND THE LOCAL JURISDICTION. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER'S REPRESENTATIVE, STRUCTURAL ENGINEER. CONTRACTOR AND BUILDING OFFICIAL AWS BBU BLDG BLK CLG CLR CONC CONT D DBL DEG P. DU DIAL ON DET DWG EA ELEV. EL ELEC EQ EQUIP EXT FIF FIN FLUOR FUR FT GA GALV GC GRND GSM GYP HORZ MR HT N INSUL INT L ABBREVIATIONS AIR CONDITIONING LBS POUNDS ADOVE FINISHED FLOOR LTE LONG TERM EVOLUTION C ITY S WITC H ABOVE GROUND LEVEL. MAX MAXIMUM ABOVE GRADE LEVEL MECH MECHANICAL ADVANCED WIRELESS SERVICE MTL METAL 1900 CENTURY PLACE, SUITE 320 BATTERY BACKUP UNIT MFR MANUFACTURE ATLANTA. GA 30345 BUILDING MGR MANAGER BLOCKING MIN MINIMUM CEILING NISC MISCELLANEOUS CLEAR NA NOT APPLICABLE CONCRETE NIC NOT IN CONTRACT CONTINUOUS NO NUMBER ell, DEPTH NIS NOT TO SCALE DOUBLE OC ON CENTER DEGREE OD OUTSIDE DIAMETER INFRABTRUL'iLRE BETMCIS DIAMETER PCS PERSONAL COMMUNICATION D gCONAL DOWN DETAIL DRAWING EXISTING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FIBER INTERFACE FRAME. FACILITY INTERFACE FRAME FINISH FLUORESCENT FLOOR FOOT. FEET GAUGE GALVANIZED GENERAL CONTRACTOR GROUND GLOBAL SYSTEM MOBILE GYPSUM BOARD HORIZONTAL HOUR HEIGHT INSIDE DIAMETER INCH, INCHES INSULATION INTERIOR LENGTH SERVICE PDU POWER DISTRIBUTION UNIT PROD PROJECT PROP PROPERTY PT PRESSURE TREATED _ _ PVC POLYVINYL CHLORIDE TME vx RED REQUIRED SUBMWrALSs RF RADIO FREQUENCY REv RM ROOM aazru RO ROUGH OPENING FIRM REMOTE RADIO HEAD _ SHT SHEET mZ SIM SIMILAR SPEC SPECIFICATIONmo..w SF SQUARE FOOT _ SS STAINLESS STEEL STL STEEL SUB P SUSPENDED TMA TOWER MOUNTED AMPLIFIERmc IND TINNED TYP TYPICAL S *i UMTS UNIVERSAL MOBILE TELECOMMUNICATION SERVICE =p UNO UNLESS NOTED OTHERWISE VERT VERTICAL %TIT W/ WITH ,I�I�� W/0 WITHOUT WCS WIRELESS COMMUNICATION SERVICE WP WATER PROOF NO 82750 STATE OF SMORp22 SERVICES. LLC IPR. G'Z� I FLCO34 OKEECHOBEE IA- 10126641 t117 NVV9TH ST OKEECHOBEE. FL 34972 GENERALNOTES GN-1 SITE NOTES- 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE INSTALLATION. 2. PROVIDE ELEVATION OF SUBGRADE WITHIN 0.10 FOOT OF ELEVATIONS SHOWN ON PLAN MINUS DEPTH OF TOPSOIL, FILL. AND MULCH. 3. ROUGH GRADE ALL AREAS WITHIN 1 FOOT OF ELEVATIONS INDICATED BEFORE PLANTING. PROVIDE POSITIVE DRAINAGE AWAY FROM EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO AVOID LOW SPOTS AND STANDING WATER. 4. REWORK (DRY. SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE FOR SUB GRADE IN ITS PRESENT STATE AFTER REWORKING. IF THE MATERIAL REMAINS UNSUITABLE, UNDERCUT AND REPLACE WITH SUITABLE MATERIAL AT CONTRACTOR'S EXPENSE. ALL SUB GRADES AND AGGREAGATE BASE COURSES SHALL BE PROOF ROLLED WITH A FULLY LOADED TANDEM DUMP TRUCK, AND ANY SOFT SPOTS SHALL BE REWORKED OR REPLACED UNTIL PASSING PROOF ROLL 5. BLEND NEW GRADES NATURALLY INTO EXISTING GRADES. 6. MAINTAIN POSITIVE DRAINAGE ON THE SITE AT ALL TIMES, INCLUDING KEEPING ALL EXISTING AND NEW DITCHES, PIPES AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION. ANY DAMAGE RESULTING FROM FAILURE TO COMPLY SHALL BE REMEDIED BY CONTRACTOR 7. IF REQUIRED, MMMAN CONTINUOUS EROSION CONTROL ON THE DOWNSTREAM SIDE OF THE SITE. S. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE DETAILS INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED ABOVE THE EDGE OF THE LANDSCAPE AREA 9. DO NOT PLACE FILL OR EMBANKMENT MATERIAL ON FROZEN GROUND. DO NOT PLACE FROZEN MATERIALS, SNOW OR ICE IN ANY FILL OR EMBANKMENT. 10. NOTIFY OWNER'S REPRESENTATIVE IF MODIFICATIONS TO THE PROPOSED GRADING SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. 11. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL. OR ON ENGINEERED FILL (COMPACTED TO 95% ASTM 0698). ENSURE THAT EXCAVATIONS ARE FREE OF ORGANIC MATERIAL DEBRIS. OR OTHER FOREIGN MATERIAL NOTIFY OWNER'S REPRESENTATIVE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. 12. FILL AND SLAB BASE MATERIAL SHALL BE 3/4' MINUS CRUSHED ROCK PLACED IN 8' (MAXIMUM) LOOSE UFTS AND COMPACTED TO 98% ASTM D698. CONCRETE NOTES: 1. CONCRETE AND REINFORCING SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONCRETE CONSTRUCTION ACI 318 CEMENT ASTM C150, PORTIAND CEMENT TYPE It. LINO REINFORCING STEEL ASTM A615 (INCLUDING SUPPLEMENT St), GRADE 60. fy=60 V.I. UNO WELDED WIRE FABRIC ASTM A185 SPIRAL REINFORCEMENT ASTM A615, GRADE 60. fy=60 KSI ANCHOR BOLTS ASTM A307 GRADE 60 REBAR WELDING ASTM A706 NOTES: ANY BARS SO NOTED ON THE DRAWINGS SHALL BE GRADE 60. fy=60 KSI. REINFORCING COMPLYING WITH ASTM A615(Si) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPEcinm IN A.W.S. D14 ARE SUBMITTED. 2. CONCRETE PROTECTION (COVER) FOR REINFORCNG STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3' FORMED SURFACES EXPOSED TO EARTH OR WEATHER (a !6 BARS) 2' FORMED SURFACES EXPOSED TO EARTH OR WEATHER (S ®5 BARS) 1-1/2' SLABS AND WALLS (INTERIOR FACE) 3/4' 3. AIR ENTRAIN ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. AR ENTRAIN CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. 4. DETAIL REINFORCING STEEL (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. S. PERFORM WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) USING LOW HYDROGEN ELECTRODES. PERFORM WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) USING E70 XX ELECTRODES. DO NOT WELD WITHIN 4' OF COLD BENDS IN REINFORCING STEEL 6. DO NOT FIELD FEND REINFORCING PARTIALLY EMBEDDED IN CONCRETE UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE ENGINEER. 7. SUPPORT BARS ON CHAIRS OR DOBIE BRICKS. 8. FURNISH NON -SHRINK GROUT BY AN APPROVED MANUFACTURER. MIX AND PLACE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3 KSI, MINIMUM). 9. ALL EXPANSION ANCHORS TO BE HILTI BRAND. UNO. TEST ADHESIVE ANCHORS TO CONFIRM CAPACITY UNLESS WAVED BY ENGINEER AND LOCAL JURISDICTION. STRUCTURAL STEEL NOTES' 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REOUIREMENTS: WIDE FLANGE SHAPES ASTM A992, GRADE 50 SHAPES, PLATES, ANGLES, @ RODS ASTM A35, Fy 36 KSI SPECIAL SHAPES AND PLATES ASTM A572. Fy 50 KSI PIPE COLUMNS ASTM A53. Fy 35 KSI STRUCTURAL TUBING ASTM A500, Fy 46KSI ANCHOR BOLTS ASTM A307 CONNECTION BOLTS ASTM A325 TWIST -OFF 2. BASE STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING. HIGH STRENGTH FIELD BOLTING. EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) ON THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' LATEST EDITION. 3. HOT DIP GALVANIZE AFTER FABRICATION PER A1Z3/A723M-00 ALL STEEL EXPOSED TO WEATHER AND WHERE NOTED. 4. CONFORM TO ALL AISC AND AWS STANDARDS FOR WELDING. PERFORM WELDING BY ANSI/AWS DIA CERinED WELDERS USING E70 XX ELECTRODES. USE ONLY PRE-OUAUFIED WELDS AS DEFINED BY AWS. 5. PROVIDE COLD -FORMED STEEL FRAMING MEMBERS OF THE SHAPE, SIZE AND GAGE SHOWN ON THE PUNS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." 6. FOR BOLTED CONNECTIONS, USE 3/4' DIA, BEARING -TYPE, A325 BOLTS WITH A MINIMUM OF TWO BOLTS, UNO. 7. FOR NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING, USE 5/8' DM. A307 BOLTS. UNO. 8. PREPARE AND PAINT IN ACCORDANCE WITH THE PAINT MANUFACTURERS WRITTEN INSTRUCTIONS, UNO. 9. TOUCH UP ALL FIELD DRIVING, WELDING AND CUT SURFACES WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL SITE SPECIFIC SOIL MANAGEMENT PLAN: 1. SOIL MATERIALS EXCAVATED BY THE CONTRACTOR FROM WITHIN RAIL RIGHT-OF-WAY (ROW) SHALL BE RE -USED AS BACKFTLL AT THE POINT OF ORIGIN OR SHALL BE RE -DISTRIBUTED ON THE ROW IN THE NEAR VICINITY OF THE POINT OF ORIGIN. CITYSW CH 1900 CENTURY PLACE, SUITE 320 ATLANTA, GA 30345 ='01 O . INFRABTRUCTLWE BERVICEp 1 SUBMITTALS 1 Dennis D. Abel, PE Florida Utenze No. 62750 gnded'7nnzfenesesded by0. 0 S Abel, PE, on the date Indicated herein. Ptin[etl copies of [his �`��••�CENB� L4,�I �• docamentarenotconaldetod :O:• N•� o 62750 *•< aligned and sealed and the � *� signature moat beved0ed on eny.,monicmplez. * :* .0� i Digitallysigned srarE of Zfv by Dennis Abel Da 2022.08.12 08.56:41-04'00' W10R072 DEHNIS D. ABF1, PE FLIT INFRASTRUCNNE SERV CES.LLC coA z6zgz FLCO34 Nrexaue OKEECHOBEE s. toc..troc 10126641 1117 NW 9TH ST OKEECHOBEE, FL 34972 GENERAL NOTES GN-2 NOTES: - I. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION, THERE IS NO HANDICAP ACCESS REQUIRED. 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE 5. UTILITIES TO BE CONFIRMED DURING SITE VISIT. 5. SITE PLAN AND PROPERTY ONES DEVELOPED FROM SURVEY COMPLETED BY SMIN ENGINEERING GROUP, INC. DATED 9/28/2021. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. PROPOSED SITE IS LOCATED IN EXISTING FLOOD ZONE X ACCORDING TO FEMA PANEL / 12093CO415C DATED JULY 16. 2015. B. CONTRACTOR VALL NOT START CONSTRUCTION UNTIL AFTER THEY HAVE RECEIVED THE PRE-CCN PACKAGE AND HAVE A PRE -CON WALK WITH THE PROJECT MANAGER. 9. CONTRACTOR TO HIRE PUBLIC (811) AND PRIVATE LOCATING SERVICE IN ORDER TO LOCATE AND PR07ECT ALL SUB -SURFACE UTILITIES. DO NOT SCAL OFF THESE PLANS FOR ANY BELOW GRADE UTIUTIES. 10. CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD UTILITIES PIOR TO EXCAVATION, CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY REPAIRS MTH RESPECTIVE UTIUTY COMPANY. II. CONTRACTOR TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CARRIER AND ENGINEERING FIRM OF ANY DISCREPANCIES BEFORE PROCEEDING. 12. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION. PARCEL INFORMATION: OWNER: CSX TRANSPORTATION JJRISTIC71ON: CITY OF OKEECHOBEE ZONING: INDUSTRIAL LAND USE - PARCEL NUMBER: 3-16-37-35-0160-00110-0010 LATITUDE 27'15'07.7N LONGITUDE SOW41.3'W LESdNPL " — atv OVERHEAD POWER — X — X — PROPOSED CHAIN—UNK FENCE — X — x — EXISTING FENCE EXISTING EASEMENT — — — — — PROPOSED EASEMENT RIGHT—OF—WAY ----- PROPOSED LEASE AREA EXISTING ROAD / TURNAROUND — — — PROPERTY LINE OVERALL SITE PLAN 11'xl7' SCALE: 1" = 50' 24'x36" SCALE: 1' = 25' 50' 25' 0 501 100, 1150, CITYSW 'CH 1900 CENTURY PLACE, SUITE 320 ATLANTA. GA 30345 .. . ]' . INFRA.6TRUCTIJNE sERVICEG SUBMITTALS vvEiwiwwr abxsmuctwx AF, o-Au o. xee.rf nr ansa «meprar - AwaW�sYNgDenNeo. 2.08.1 loo p r .;' NO 62750 E STAT �0� �•� OF �i���,B+ONA' ENO•• W74 022 OENNIS D. AREL PE FpN INFRA6TRUCTIRE SERVICES. LLC IPR-006900 FLCO34 OKEECHOBEE .. urwnue 10126641 1117 NW 9TH ST OKEECHOBEE. FL 34972 SATELLITE SITE PLAN C-1 NOTES - I. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM TXIS FAaUTY. 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION, THERE IS NO HANDICAP ACCESS REQUIRED. I 4. THE FACILITY IS UNMANNED AND DOES NOT REWIRE POTABLE / WATER OR SANITARY SERVICE C@lTERIlSi OF DITCH 5. UTILITIES TO BE CONFIRMED DURING SITE MST./ A 6. SITE PLAN AND PROPERTY UNES DEVELOPED FROM SURVEY COMPLETED BY SMW ENGINEERING GROUP, INC. DATED 9/2DITION . SHALL FlE FIELD VERIFY EXISTING ` !. ' / PROPOSED S'-0" CHAIN PRIOR T CONDITIONS PPoOR TO COMMENCEMENT OF CONSTRUCTION. LINK FENCE. SEE DETAIL 7. PROPOSED SITE IS LOCATED IN EXISTING I I / SHEET CJ FLOOD ZONE X ACCORDING TO FEMA PANEL / 12093CO415C DATED JULY 16, / 2015. I j / PARCEL INFORMATION- X— X X — % — % % OWNER: CSX TRANSPORTATION PROPOSED 30' WIDE ACCESS SUTIUR CORRIDOR PROPOSED I4'-0' r l r JURISTICTION: CITY OF OKEECHOBEE _ - - - - - - j EXISTING CULVERT �- ._ _ _ _ WIDE DOUBLE SWING x ACCESS GATE ZONING INDUSTRIAL - LAND USE - PROP06ED 160' PARCEL NUMBER: } / � MONOPOLE16-37-35-0160-00110-0010 r — — — — � TOWER (- x LATITUDE 27'15'07.7N I I .i LONGITUDE: 80'S0'41.3"W i _-- ` L J - DHP — OVERHEAD POWER —X—X— PROPOSED CHAIN-UNK FENCE EXISTING FENCE EXISTING EASEMENT — — — — — PROPOSED EASEMENT 'tcw RIGHT-OF-WAY PROPOSED LEASE AREA EXISTING ROAD / TURNAROUND - - — PROPERTY LINE / PROPOEED IY WUIE I GRAVELAOCESSDRNE PROPOSED.'X20' �r L 120'-0Y PARKINGSPACE / 1 larst 1 I PROPOSED S4'%5'4• PRECAST CONCRETE RAIL ROAD EQUIPMENT PAD \ W13' 4" HfRAME 1 \ ceN1ERLDrE�orta1 \ _.------ ----------- --- ---- ---- �— EXISTING POWER EXISTIN� POWER LINE EXISTING OVERHEAD TELEPHONE LINE SITE PLAN 11"%17" SCALE: 1" = 20' 24 .36" SCALE: 1" 10' 20' 10' 0 20' 40• 1.-20, NEAREST RESIDENTIAL STRUCTURE i I 1 CITYSWITCH 19UU CENTURY PLACE, SUITE 320 ATLANTA. GA 3034S 1 . INFR4BTRULTJRE 61 iETMCEi tffa�aDVucEloxScncuPmY�T�'�o3�PEPxO]IICD) ME TxE xws-wE11TIS tSca 01— yo—HSUBMITTALS Oft'^ NO 62750 STATE OF S 10R02I PE I ,MIRE SERVICES, LLC IPR-006900: FLCO34 OKEECHOBEE F4 UNAnw: 10126641 woxE c 1117 NVV 9TH ST OKEECHOBEE, FL 34972 OVERALL SITE PLAN C-1.1 ER WILL BE PAINTED OR BLACK. WORK DOES NOT HAVE NOT BEEN EVALUATED TO VERIFY THE TOWER OR STRUCTURE HAS THE CAPACITY TO ADEQUATELY SUPPORT THESE ANTENNAS. PRIOR TO ANY ANTENNA OR EQUIPMENT INSTALLATION, A STRUCTURAL EVALUATION OF THE TOWER OR STRUCTURE, INCLUDING ALL ANTENNA MOUNTING SYSTEMS & HARDWARE SHALL BE PERFORMED. NOTES 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF PROPOSED 10'4" RECORD. LIGHTNING ROD PROPOSED CSX 2. NO SIGNIFICANT NOISE, SMOKE. DUST. OR ODOR WILL RESULT FROM WHIP ANTENNA THIS FACILITY. 3, THE FACIUTY IS UNMANNED AND NOT INTENDED FOR HUMAN HAB,TATION. THERE IS NO HANDICAP ACCESS REQUIRED. 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. - S. UTILITIES TO BE CONFIRMED DURING SITE VISIT. 6. SITE PLAN AND PROPERTY LINES DEVELFR OPED OM SURVEY FUTURE ANTENNA COMPLETED BY SMW ENGINEERING GROUP, INC, DATED 9/28/2021. ARRAYS I CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO ! COMMENCEMENT OF CONSTRUCTION. 7. PROPOSED SITE IS LOCATED IN EXISTING FLOOD ZONE X ACCORDING TO FEMA PANEL / 12093CO415C DATED JULY 16. 2015. PROPOSED CSX FOLDED DIPOLE ANTENNA PROPOSED MONOPOLETOWER PROPOSED FENCE TOWER ELEVATION 11'x17' SCALE: 1" 20' 24 i36" SCALE- 1" = 10' 20' 10, 0 20' 40' 1"=20' PARCEL INFORMATION OWNER: CSX TRANSPORTATION JURISTICTION: CITY OF OKEECHOBEE ZONING: INDUSTRIAL LAND USE - PARCEL NUMBER: 3-16-37-35-0160-00110-0010 LATITUDE: 27'15'07.7'N LONGITUDE: 00'5041.3'W CIT SWITCH 1900 CENTURY PLACE, SUITE 320 ATLANTA, GA 30345 1+ O . INFRASTRUCTURE ry BERNCES rxTx—X—z—z—x x—x—z—z—x—T SUBMIrrALu II I SUBMITTALS i r — — — — — — — — — i I I � FUTURE FUTURE EQUIPMENT AREA EQUIPMENT AREA ' I 'nw �smucTxlN x N � a:�'v .ttttt t- 022.08. L -- -_. _. --- — -- --. J _. _ _... J PROPOSED DOUBLE SWING ACCESS GATEJ,��� — — — PROPOSED 15p' I ,, O • • NO ii2750 • • < L —I MONOPOLE / TOWER * • _ - STATE OF I 10'At5'-0• ' . .F �A � EQUIPMENT AREA L J DENNIS D. A9FL, PE fl+02022 COH INFRASTRUCTURE SERVICES. LLC OA282 STATEE LICENSE STATE N0.62T50 I I +Owx1s•-0" I PR-006900 FUTURE EQUIPMENTAREA _ FLCO34 x —x OKEECHOBEE z�x —z — z —x —x — x —x J PROPOSED 1n nw PROPOSED 5•-0'x5'-0• F" wcanox' PARKING SPACE 5-3' PRECASTCONCREFE 10126641 17'-0• RAIL ROAD EQUIPMENT PAD Wl3' -0" H-FRAME 1117 NW9TH ST OKEECHOBEE, FL 34972 COMPOUND PLAN ti"xi 2" SCALE: +' - 1D' 2< x36" SCALE: 1" = 5' 91ETnnF. 10, 0 10, 20' COMPOUND DETAILS CMG CAL 0 1 13' O.D. GALVANIZED STEEL SCHEDULE 40 CORNER POSTS (PER ASTM—F1083). 2O 2NOMINAL GALVANIZED STEEL, SCHEDULE 40 MEOIARY CANE POSTS (PER 0.STM—F1083). UNE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM /0' O.C. 3O =/!a 0.0. ROUND TOP RAIL & BRACE PIPE RAIL (PER ASffAF1083). O4 9 GAUGE FABRIC CORE WIRE WITH 2' MESH (TO CONFORM TO ASTM—A3 92). 0 9 GAUGE ALUMINUM TIE WIRE. PROVIDE HOG RING FABRIC TIES SPACED 12" O.C. FOR POSTS AND GATES AND 24' O.C. FOR RAILS AND WIRE. O 9 GAUGE ALUMINUM TENSION WIRE. O 3 STRANDS 14 GAUGE BARBED WIRE WITH 4 POINT BARBS. SPACE BARBS APPROXIMATELY 5' O.C. O3/16'x3/4' STRETCHER BAR; TO EXTEND FULL HEIGHT OF FFEENCE. O(3 8' DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR I THREADED ROD, 10 1-5/B' DIAMETER CORNER POST BRACE. tt MAINTAIN A 1' MAXIMUM CLEARANCE FROM FINISHED GRADE. 12 PROVIDE CROWNED ITCHED FINISH FOR FENCE POST PIER FOUNDATIONS; TO D 1' ABOVE GRADE. t3 6' CRUSHED STONE (TYP.). t4 FINISHED GRADE SHALL BE UNIFORM AND LEVEL 15 4' O.D. GALVANIZED STEEL SCHEDULE 40 GATE POSTS (PER ASTM—F1083). 1-1 2 NOMINAL PIPE FOR GATE FRAME BRACE RAIL PER 16 F-1 OB3). O17 DUCK BILL OPEN GATE HOLDER. CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO INSTALLATION. to MULTI—TENTANT LOCKING DEVICE. t9 PROPOSED GEOTEXTILE FABRIC. CONCRETE PIER FOUNDATION; TO ACHIEVE A MINIMUM ® STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE DEPTH TO BE A MINIMUM OF 6' BELOW FROST LINE (48- MINIMUM, TYP.). 2t 12'.24' NO TRESPASSING SIGN. NOTES 1. ALL FENCING TO BE INSTALLED PER ASTM F-567. ALL SWING GATES TO BE INSTALLED PER ASTM F-900. 2. BARBED WIRE PERMIT REQUIRED SHALL BE COMPLETED IF LOCAL ORDINANCE REWIRES. 3. POST @ GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE GALVANIZED (HOT DIP, ASTM Al20 GRADE 'A' STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDINGS SHALL BE COATED WITH (3) COATS OF GOLD GALV. (OR EQUAL). ALL OPEN POSTS SHALL HAVE END —CAPS. 4. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC USING GALVANIZED HOG —RING WIRE 5. MUSHROOM ANCHOR AND PLUNGER REQUIRED FOR GATE GENERAL CONTRACTOR RESPONSIBLE FOR GATE LOCK. 14'I/� II IV�/ln L4 •a 4 TOP VIEW SIDE VIE'd.' DROP ROD ASSEMBLY DETAIL 11'.17" SCALE: N.T.S. 24'z}6' SCALE. N.T.S. GATE KEEPER DETAIL 11'07' SCALE: N.T.S. 24'.36" SCALE: N.T.S. 14'-0" WIDE DOUBLE SWING ACCESS GAZE �-7'-0GATE FENCING DETAIL 11'.17' SCALE: N T S 24'.36' SCALE: N.T.S. _ _1 -ANNIR O• VIBV SIDE VIEW LATCH ASSEMBLY DETAIL 11'.17' SCALE: N.T.S. 24'06' SCALE: N.TS MUSHROOM STOP DETAIL 11'.17' SCALE: N.T.S. 24'.36' SCALE: N.T.S. HED GRADE Dannn D. AeL °E Florida Useiue No. 62I50 Digitally sig mLS lLem nazl�ndgualN A.,PF�ae4ld,° dm by Dennis A Auer, es, °n tneax. mernMd Date: 2022.1 doamem are rwt consM¢rr4 sigmM and sealed antl me 08:58:05 -02 . ele[b°nle mpin. MULTILOCK INSTALLATION: 1. DRILL 3/8' HOLES IN THE GATE LEAF USING THE GATE DIMENSIONS PROVIDED. 2. SLIDE THE CARRIAGE BOLTS IN THE SLOTS ON THE BACK OF PART 'B' AND PUSH THE BOLTS THROUGH THE HOLES DRILLED N THE GATE FIGURE PUT THE NUT AND THE LOCKNUT ON AND TIGHTEN AND CUT THE EXCESS BOLT OFF. DO THE SAME WITH PART "A'. 3. ADD THE NUMBER OF SLEEVES NEEDED FOR THE NUMBER OF LOCKS AND SLIDE THE LOCKING BAR INTO PLACE THROUGH BOTH PART 'A' AND PART 'B'. NOW INSTALL THE LOCKS. 4. IF THE GATE HAS NO CENTER BAR IN THE GATE LEAF YOU MAY NEED TO MOUNT THE STYMIELOCK VERTICALLY USING THE SAME DIMENSIONS GIVEN ON THE GATE FACE. 5. VERTICAL APPLICATION MAY ALSO BE USED ON SLIDING GATES WITH MULTIPLE LOCKS. GATE LOCK ASSEMBLY, 1. 'STYMIELOCK' MULTILOCKING DEVICE OR APPROVED EQUAL 3/8' CARRIAGE DOLT (TYP ) PART "A" PART LCCI(It1G OPR SLEEVES (TYP .) GATE LOCK ASSEMBLY DETAIL 11".17' SCALE: N.I.S. 24".3E" SCALE: N.T.S. CITYSW CH 1900 CENTURY PLACE, SUITE 320 ATLANTA. GA 30345 j 11 O . INFRABTRULTURE lERVIC6 1 SUBMITTALS 1 NO 62750 STATE OF WIM022 IPR-0069D0 FLCO34 sNE Above OKEECHOBEE 10126641 1117 NVV 9TH ST OKEECHOBEE, FL 34972 FENCE DETAILS C-3 CiTYSWITCH June 24, 2022 Department of Planning & Zoning 55 SE 3rd Avenue, Room 101 Okeechobee, FL 34974 RE: Okeechobee/FLC034 — STATEMENT OF COMPLIANCE WITH THE CITY OF OKEECHOBEE ZONING ORDINANCE To whom it may concern: In accordance with the requirements described in Chapter 90 of the Okeechobee Code of Ordinances, CitySwitch is required to obtain a waiver through a Special Exception Permit from the Okeechobee Board of Zoning Appeals and a Site Plan Development Review approval for a new one thirty (130') foot monopole wireless telecommunication facility and associated equipment. The proposed tower will be located within the industrial zoning district on parcel 3-16-37-35-0160-00110-0010 owned by CSX Transportation, Inc., which is located on NW 9`f' St. CitySwitch respectfully requests that the proposed wireless telecommunications tower be approved for both the special exception permit and site plan development review. I. Division 6. — Communication Towers and Communication Antennas CitySwitch complies with the standards set forth in Chapter 90 of the Ordinance as follows: Sec. 90-601. — Applicability of division provisions (a) All new communication towers and communication antennas, excluding replacement antennas to preexisting towers or to other preexisting nontower antenna placements in the city shall be subject to the regulations of this division and all other applicable regulations. For purposes of measurement, communication tower setbacks and separation distances as listed in section 90-603 shall be calculated and applied irrespective of municipal and county jurisdiction boundaries. (b) All communication towers legally existing or which have received land use or building pen -nit approval by the city on the effective date of the ordinance from which this division is derived shall be considered permitted uses, and shall be allowed to continue their usage as they presently exist, including routine maintenance, such as the replacement of antennas which do not involve an increase in the number of providers or a substantial increase in tower load due to construction on an existing communication tower. However, any other construction including, but not limited to, structural modifications, shall comply with the requirements of this division, with the exception of separation distances. (c) All government towers with public safety systems or other communications equipment shall be exempt from the requirements of this section. (d) All new communication antennas which are not attached to communication towers shall comply with section 90-604. CITYSWITCH • Acknowledged and agreed. Sec. 90-602. - Permitted Uses (a) Any communication antenna which is not attached to a freestanding communication tower shall be a permitted ancillary use to any commercial, industrial, office, institution, or public utility structure. (b) Communication antennas located on existing buildings or other nontower type structures shall not be subject to the performance and construction standards for freestanding towers contained in section 90-603 pertaining to separation distances, fencing, landscaping, collocation, or any other standard only applicable to a freestanding tower. (c) New freestanding communication towers shall not be allowed unless the applicant: 1) Proposes the communication facility within the permitted city zoning designations listed as follows: a. Industrial; b. Public; and c. Heavy commercial (by special exception only). • The proposed tower will be located within the industrial zoning district on parcel 3-16-37- 35-0160-00110-0010 owned by CSX Transportation, Inc. 2) Secures approval from the city council, through the normal development review and public hearing process upon showing: a. Completion of application requirements: 1. City application including legal description of site; 2. Letter of intent of facility; 3. Description of the tower, including technical reasons for its design; 4. Site plan, including any accessory/shelter buildings, drawn to scale; 5. Landscape buffering and fencing around proposed communication facility; 6. General capacity of the tower; 7. Proof of ownership of proposed site; 8. Copies of any easements necessary; and 9. Visual study of the area showing where within a one mile radius any portion of the proposed tower may be seen. Acknowledged and agreed. Please find enclosed in the application packet a completed Special Exception Application, a network objective statement from AT&T's Radio Frequency (RF) engineer, site drawings with fencing details and elevation drawing of the proposed facility, a copy of the redacted lease agreement, a copy of the Deed, and a photo simulation of the proposed tower from the surrounding area. b. Demonstrated need or demand for the communication facility. Please find enclosed a copy of the network objective statement from AT&T's RF engineer showing the need for the tower to relocate equipment off an existing tower where rent has become exorbitantly high. c. Compliance with FCC technical emission standards. Please find enclosed RF certification verifying the proposed tower's compliance with the FCC technical emission standards. CITYSWITCH d. Compliance with the performance and construction standards listed in section 90-603. • Please find enclosed copy of engineering certification by Sabre Industries and signed by Robert E. Beacom, P.E., S.E. e. Compliance with any additional requirements as set forth by the city council. • Acknowledged and agreed. Sec. 90-603. - Performance and construction standards. (a) Structural design. New communication towers and modifications to existing structures including, without limitation, the addition of height, antennas or providers, shall be constructed in accordance with all city building codes. • Acknowledged and agreed. The tower will be designed and built in accordance with all building codes and Telecommunications Industry Association Standard ANSI/TIA 222- H-2017 as certified in that enclosed engineering certification by Sabre Industries dated May 3, 2022. (b) Setbacks. Communication tower setbacks shall be measured from the base- of the tower, protruding building structure at the base of the tower, or the tower guy wires, whichever is closest to the property line of the parcel on which it is located. Communication towers and their accessory structures shall comply with the minimal setback requirements of the district in which they are located and the applicable street setbacks. In cases where there is a conflict between the minimal setback requirements and the street setbacks, the more restrictive shall apply. In addition, where there is a principal building housing a principal use located on the site, the communication tower and accessory structures to the tower shall be located behind the main building line. All communication tower supports and peripheral anchors shall be located entirely within the boundaries of the development site and shall be set back from the development site perimeter a minimum distance of five feet, or the minimum setback of the zoning district in which the communication tower is located, whichever is greater. • The required district setbacks are 25' to the front, 15' to the sides, and 40' to the rear. The tower is currently setback greater than 50' from all property boundaries, exceeding the district boundaries as shown on sheet C-1.1 of the site drawings. (c) Separation from off -site uses. 1) Communication tower separation shall be measured from the base of the tower to the closest point of off -site uses and/or designated areas as specified in subsection (c)(2) of this section. For purposes of this requirement, global positioning system (GPS) coordinates for the center of the towers may be used. 2) Separation requirements for communication towers from residentially zoned lands or residential uses shall comply with the following minimum standards: Tower Type Separation Distance Monopole or camouflaged 300 percent height of tower, up to a maximum of 200 feet Lattice 300 percent height of tower or 200 feet, hichever is greater • The proposed tower is a 150' monopole tower which must be setback from a residentially zoned property 300% of tower height, up to a maximum of 200'. The tower is currently C ITY S W ITC H proposed to be setback approximately 220' from the nearest residentially zoned property to the south of the proposed tower site and approximately 360' to the nearest residential structure as shown on sheet C-1.1 of the enclosed site drawings. (d) Separation distances between communication towers. 1) Separation distances between communication towers shall be applicable for and measured between the proposed tower and those towers that are existing and/or have received land use or building permit approval from the city or adjoining jurisdictions. 2) The separation distances shall be measured by drawing or following a straight line between the base of the existing tower and the proposed base, pursuant to a site plan, of the proposed tower. For purposes of this requirement, GPS coordinates for the towers may be used. 3) The separation distances (listed in linear feet) shall be as follows: Separation Distances Between Tower Types (including extrajurisdiction area) Proposed Tower Types Lattice Self- Monopole 75 Monopole Monopole Less ,Supporting or Feet in Height or 75 Feet in ,,,,,,Height Guyed Greater Camouflaged or monopole 75 feet 500 500 250 n height or greater Camouflaged or monopole less 250 250 250 than 75 feet in height Lattice !1,500 500 50 • The proposed 150' monopole tower will not be within 500' of any existing towers in the surrounding area. (e) Waivers. A waiver from the minimum separation distances set forth in subsections (c) and (d) of this section may be approved through the special exception process in accordance with the procedures set forth in section 70-372 when the proposed communication tower conforms to two or more of the following criteria: 1) Camouflaging techniques approved by the city are incorporated into the design of the communication tower. 2) The tower is designed for the collocation of communication antennas for at least two communication service providers. 3) The towers within the required separation distance are all located in an industrial zoning district as a supplemental use. 4) The proposed location will minimize the visual impact of the proposed communication tower due to the bulk height, use, or appearance of the adjacent structures and surrounding area. • The proposed tower is a 150' monopole tower which must be setback from a residentially zoned property 3001/o of tower height for a minimum of 450' setback. The tower is currently proposed to be setback approximately 220' from the nearest residentially zoned property to the south of the proposed tower site and approximately 360' to the nearest residential structure as shown on sheet C-1.1 of the enclosed site drawings. CitySwitch respectfully requests the separation requirement be reduced to 220' to residential districts as currently designed. The tower is designed for four full cell service provider arrays as well as two collocations for railroad equipment at the top of the tower and below the lowest antenna array as depicted on sheet C-2 of the site drawings. The tower will be of monopole design with flush mounted antennas and a galvanized steel gray finish to be as visually CITYSWITCH unobtrusive as possible. In addition, the tower will be located in an industrial zone surrounded by properties that are industrial with current industrial uses in the immediately surrounding areas. The proposed tower design may be seen on sheet C-2 of the site drawings and further depicted in the enclosed Photo Simulations prepared by Ignite Wireless. (f) Fencing. A chainlink fence or wall not less than eight feet in height from finished grade shall be provided around each communication tower. Access to the tower shall be through a locked gate. • The proposed tower will be enclosed by a chain link fence at a minimum height of 8' with 3 barbed wire strands to be utilized as anti -climbing devices for a total height of 9' with a gate secured by a multi -tenant lock as shown on sheet C-3 of the site drawings. (g) Landscaping. The visual impacts of a communication tower shall be mitigated for nearby viewers through landscaping or other screening materials at the base of the tower and ancillary structures. The following landscaping and buffering of communication towers shall be required around the perimeter of the tower and accessory structures. Landscaping shall be installed on the outside of fences. Further, the use of existing vegetation shall be preserved to the maximum extent practicable and may be used as a substitute of or in supplement towards meeting landscaping requirements: 1) A row of trees a minimum of three inches at dbh (diameter at breast height) and a minimum of eight feet tall and a maximum of 25 feet apart shall be planted around the perimeter of the fence; and 2) A contiguous hedge at least 30 inches high at planting capable of growing to at least 36 inches in height within 18 months shall be planted in front of the tree line referenced in subsection (g)(1) of this section. • Due to the nature of railroad property and safety concerns, CSX will not allow for the addition of landscaping surrounding tower sites on their property. The proposed tower will be located in a largely industrial area toward the rear of the property to minimize visual impact from the public right-of-way. In addition, there is an existing hedgeline along the railroad right-of-way to the south that will remain and create a buffer between the tower site and the existing residential property to the south of the proposed tower site. CitySwitch respectfully requests relief from strict adherence to landscaping standards due to the generally industrial nature of the area and the presence of existing vegetation as a buffer between the railroad right-of-way and surrounding residential properties. (h) Height 1) The total combined freestanding height of any communication tower and antenna shall not exceed 200 feet from ground level. 2) Where installed on top of a building, no communication tower and antenna shall extend greater than 40 percent over the building height. 3) An existing communication tower may be modified to a taller height not to exceed 20 feet over the tower's existing height, but only to a maximum combined tower and antenna height of 200 feet, to accommodate the collocation of an additional communication antenna. a. The height change referred to in this subsection may only occur one time per communication tower. b. The additional height referred to in this subsection shall not require an additional distance separation. The communication tower's premodification height shall be used to calculate such distance separations. • The proposed height of the tower will be 150' with a 10' lightning rod, for a height of 160' CITYSWITCH to the tower's highest appurtenance. The tower will be below the maximum 200' height limitation as shown on sheet C-2 of the site drawings. (i) Type of construction. Communication towers shall be monopole or lattice construction; provided, however, that camouflaged construction may be approved by the planning commission at a supplemental use hearing, upon consideration of the following factors in addition to those set forth in division 10 of article III of this chapter: I ) Compatibility with adjacent properties; 2) Architectural consistency with adjacent properties; 3) Visual impact on adjacent properties, including visual access of adjacent properties to sunlight; and 4) Design of accessory structures in order to be architecturally consistent with the existing structures on the site. A variance from the fencing and landscaping requirements of this section may be requested for such accessory structures. • The proposed tower will be of monopole design as shown on sheet C-2 of the site drawings and enclosed Photo Simulations by Ignite Wireless. (j) Development criteria. The parent tract, upon which the site for communication tower/antenna/equipment is located, shall comply with the minimum development criteria of the district in which it is located. • Agreed and acknowledged. There is no minimum lot width for industrial district zoned property. The tower site and existing development on the parent parcel will not exceed the maximum building coverage of 50% and maximum impervious surface of 85%. (k) Illumination. Communication towers/antennas shall not be artificially lighted except to ensure human safety or as required by the Federal Aviation Administration. At the time of construction in cases where there are residential uses within a distance 300 percent of the height of the tower, dual lighting shall be requested from the FAA. • The proposed tower will not be lit and is not required to be lit by the FAA. (1) Collocation 1) Monopole communication towers shall be engineered and constructed to accommodate at least two communication service providers. • The monopole tower is designed for four full cell service provider arrays as well as two collocations for railroad equipment at the top of the tower and below the lowest antenna array as depicted on sheet C-2 of the site drawings. 2) Lattice communication towers shall be engineered and constructed to accommodate at least two communication service providers. • Not applicable. 3) Camouflaged communication towers may be engineered and constructed without accommodating additional communication service providers. • Not applicable. 4) Communication towers located within electrical substations may be engineered and constructed without accommodating additional communication service providers. Such towers shall be monopole construction and shall be subject to all of the requirements of this section. The substation shall be located within the zoning category specified in section 90-602(c). All such supports and anchors shall also observe a minimum horizontal setback from any overhead utility lines of not less than ten feet. • Not applicable. 5) Proposed communication antennas may, and are encouraged to, collocate onto existing communication towers, provided that such collocation is accomplished in a manner consistent with this section. CITYSWITCH • Not applicable. 6) If determined by the city prior to construction that the proposed tower is situated in a location on public property which will benefit the city's communication systems, then the tower shall be engineered and constructed to accommodate the additional communication equipment beneficial to the public system at a cost to the city no greater than the actual expense of the provider in engineering and construction of the tower to meet the city's needs. • Acknowledged and agreed. 7) The city shall be considered a communication service provider for purposes of the collocation requirements of this division. • Acknowledged and agreed. 8) On -site location. A communication tower which is being rebuilt to accommodate the collocation of an additional communication antenna may be moved on -site within 50 feet of its existing location; however, the tower shall meet the setback requirements above in subsection (b) of this section. After the communication tower is rebuilt to accommodate collocation, only one tower may remain on the site. • Not applicable. 9) A relocated on -site communication tower shall continue to be measured from the original tower location for purposes of calculating separation distances between towers pursuant to subsection (d) of this section. The relocation of a tower in accordance with this subsection shall in no way be deemed to cause a violation of this section. The on -site relocation of a communication tower which comes within the separation distances to residentially zoned lands or residential uses shall require special exception approval. • Not applicable. 10) The modification or reconstruction of an existing communication tower to accommodate the collocation of two or more communication antennas shall be permitted without new or additional supplemental use permit approvals, provided that the communication antennas are owned or operated by more than one communication service provider, and the collocation is accomplished in a manner consistent with the following requirements: a. Type of construction. The modification or reconstruction shall not change the communication tower from one type of tower to another except that any type of communication tower may be reconstructed as a monopole tower. b. On -site location. The on -site relocation of a communication tower to a location within the minimum separation distance from residentially zoned property as set forth above in subsection (c) of this section shall only be permitted when notarized written consent is obtained from the owners of all residentially zoned property located within the minimum separation distance. • Not applicable. (m)Noninterference. No communication tower or antenna shall interfere with public safety communication. Frequency coordination with the public safety system and/or public safety entities is required to ensure noninterference. • Acknowledged and agreed. (n) Documentation. Documentation to demonstrate conformance with the requirement of this section shall be submitted by the applicant with all requests to construct, locate or modify a communication tower/antenna. A statement by the applicant as to how construction of CITYSWITCH the communication tower will accommodate collocation of additional antennas for future users shall be included within the documentation. • Acknowledged and agreed. Please see prior responses regarding additional collocations that will be provided for future users. (o) Signs and advertising. The use of any portion of a tower for sign or advertising purposes including, without limitation, company name, banner, or streamer is prohibited. • Acknowledged and agreed. (p) Abandonment. If the use of any communication tower has been discontinued for a period of 180 consecutive days, the tower shall be deemed to have been abandoned. Determination of the date of abandonment shall be made by the zoning official who shall have the right to request documentation and/or affidavits from the communication tower owner/operator regarding the active use of the tower. Upon such abandonment, the owner/operator of the tower shall have an additional 180 days within which to: 1) Reactivate the use of the tower or transfer the tower to another owner/operator who makes actual use of the tower; or 2) Dismantle and remove the tower. The owner of the real property shall be ultimately responsible for all costs of dismantling and removal, and if the tower is not removed within 180 days of abandonment, the city may proceed to do so and assess the costs against the real property. The lien of such assessment shall bear interest, have priority and be collectable at the same rate and in like manner as provided for special assessments by state law. At the earlier of 181 days from the date of abandonment without reactivation or upon completion of dismantling and removal, any special exception, waiver and/or variance approval for the tower shall automatically expire. • Acknowledged and agreed. (q) Finished color. Communication towers not requiring FAA painting/marking shall be painted a noncontrasting flat blue, gray, or black finish. The color should be selected so as to minimize the equipment's visibility. • The finished color of the proposed tower will be a galvanized gray that will minimize the tower's visibility to surrounding properties as shown in the enclosed site drawings and Photo Simulations by Ignite Wireless. (r) Certification of compliance with FCC. Certification of compliance with current Federal Communication Commission (FCC) nonionizing electromagnetic radiation (VIER) shall be submitted prior to receiving final inspection by the building department. • Agreed and acknowledged. Prior to the application of a building permit, CitySwitch will supply a NIER certification or report certifying compliance with current FCC standards. Sincerely, Cut,. Vn CT�; Abby Mazzetti SVP & Chief Operating Officer CitySwitch II -A, LLC 1900 Century PI NE, Suite 320 Atlanta, GA 30345 Phone: (404) 857-0858 at&t July 27, 2022 Re: RF Justification for HRR Site FA 15611191, West Okee Relo AT&T's RF department has been asked to provide RF coverage maps for proposed site West Okee Relo, the subject of this application. AT&T intends to remove its equipment from the SBA tower (West Okee) located at 2773 NW 8th Street in Okeechobee and install it on the proposed tower to be located at 1117 NW 9th St in Okeechobee. Figure 1 below shows a predicted cellular coverage map for the AT&T network with the SBA site as the network exists today and Figure 2 shows the same predicted cellular coverage map view with the SBA site replaced by the proposed West Okee Relo site. I" r � 1i N, 10 K. ;I ,r 1 ell Ir r r` CHEST OKEE Y R5RPLevel 100Id6m) a..90 R5RP Level (0L) (dOm) --105 RSRP LF :OL} We: +..115 RSRP! !(�IBmi —14! Figure 1 — Predicted coverage map of AT&T's Mobility network with the SBA site (West Okee) and its antennas at 120' � hr�lip--aa tip. t� _ • t, RSRP Levtl (Dt1(dS m) , =• 115 RSRP tevel (Dt$ idsaty n = • tip Figure 2 — Predicted coverage map of AT&T's Mobility network with proposed West Okee Relo site and its antennas at 145' AT&T moving their cellular equipment from the SBA tower West Okee to the proposed West Okee Relo tower will enable AT&T to maintain existing service toward the west and improve indoor service levels in downtown Okeechobee where the area's structure density exists the most Sincerely, 0017e, ,L>'.anwa George Brosseau Principal RF Design Engineer AT&T Mobility (561) 312-3000 SabrE lndustrirs) INNOVATION DELfVERFD May 3, 2022 Tim Cook CitySwitch, LLC 1900 Century Place NE, Suite 320 Atlanta, GA 30345 RE: Proposed 150' Sabre Monopole for Okeechobee, FL Dear Mr. Cook, Upon receipt of order, we propose to design and supply the above referenced Sabre monopole for an Ultimate Wind Speed of 145 mph without ice, Risk Category Il, Exposure Category C, and Topographic Category 1, in accordance with the Telecommunications Industry Association Standard ANSI/TIA 222-H-2017 "Structural Standard for Antenna Supporting Structures and Antennas". When designed according to this standard, the wind pressures and steel strength capacities include several safety factors. Therefore, it is highly unlikely that the monopole will fail structurally in a wind event where the design wind speed is exceeded within the range of the built-in safety factors. In addition, it is unlikely that loading effects due to extreme atmospheric icing would cause a structural failure, because monopoles are not ice -sensitive structures. Should the wind speed increase beyond the capacity of the built-in safety factors, to the point of failure of one or more structural elements, the most likely location of the failure would be within the monopole shaft, above the base plate. Assuming that the wind pressure profile is similar to that used to design the monopole, the monopole will buckle at the location of the highest combined stress ratio within the monopole shaft. This is likely to result in the portion of the monopole above leaning over and remaining in a permanently deformed condition. This would effectively result in a fall radius within the 50' x 50' leased area at ground level. Please note that this letter only applies to the above referenced monopole designed and manufactured by Sabre Industries. Sincerely, Robert E. Beacom, P.E., S Engineering Manager Sabre Industries, Inc. • 7101 Southbridge Drive • Sioux City, IA 51111 P: 712-258-6690 f: 712-279-0814 W: www.Sabreindustries.com at&t 27271 Las Ram blas, Suite 300 Mission Viejo, CA 92691 October 27, 2020 Edwin E. Walpole, III P.O. Box 1177 Okeechobee, FL 34973 Re: AT&T Cell Site Lease — 2773 NORTHWEST 8TH STREET, OKEECHOBEE, FL I FA: 10126641 1 Site Name: WEST OKEE Dear Landlord, AT&T is in a very competitive space and we need to ensure that our lease terms and conditions are supportive of our current and future needs. AT&T has the option to either extend or terminate the above referenced lease ("Lease") in approximately three years. AT&T is instituting a new program to evaluate terms and conditions of all leases coming up for renewal, explore advance renegotiation options and consider possible alternative site locations. Our first choice is to create a new agreement that serves both parties well. Conditions we desire to implement in all new "go forward" leases include: • "Real Estate Rights": In its simplest form, a lease right to utilize the entire RAD center without any "per touch" rent upcharges. • Rents reduced to competitive rates. • Reduced or no annual escalators (depending on other terms of the overall new deal). • "Fair" early termination rights. As you know, it takes time to negotiate, plan and execute a site relocation. That is why the AT&T's review process is starting now. Please review the specifics of our Lease agreement and advise if you are willing to enter into discussions regarding a new, modified contract. For new terms consistent with the above, AT&T will in turn consider additional term extensions. AT&T will appreciate a reply within 60 days of receipt of this letter. A "no" or non -response will trigger AT&T's review of alternate locations. A positive response will be appreciated, but satisfactory terms and conditions negotiations must conclude within 90 days or AT&T will continue to evaluate alternative site locations. Responses may be emailed, standard mail, or a call as designated below. Please reference FA number 10126641 in your response so that AT&T may ensure your response is documented accordingly. AT&T values its association with you and looks forward to continuing this relationship for the long term. Sincerely, &4 / - O;WA-- Alan b Gregory D. Ohmer Director Network Planning Email Responses to: R04000C&att.com with a Subject line of Partnership — FA 10126641 Mail Responses to: AT&T Cell Site Partnership 2423 FA 10126641 Rm 3D22 1025 Lenox Park Blvd NE Atlanta, GA 30319 Attn: Kevin Diehl Telephone Number 866-354-5888 6/7/22, 11:53 AM Notice of Proposed Construction or Alteration - Off Airport Federal Aviation %_1 VP Administration " of/AAA Notice of Proposed Construction or Alteration - Off Airport Add a New Case (Off Airport) - Desk Reference Guide V_2018.2.1 Add a New Case (Off Airport) for Wind Turbines - Met Towers (with WT Farm) - WT-Barge Crane - Desk Reference Guide V_2018.2.1 'Project Name: PALM--000723067-22 Sponsor: Palm -Tech Consulting, LLC Details for Case : Okeechobee FLC034 Show Project Summary I Case Status �ASN: 2022-ASO-20378-OE Date Accepted: 05/24/2022 Status: Add Letter Date Determined: Letters: 05/25/2022 'M ADD,,, Public Comments: None Documents: None Project Documents: i None Construction / Alteration Information Structure Summary Notice Of: Construction Structure Type: TOWER I Antenna Tower Duration: Permanent Structure Name: Okeechobee FLC034 if Temporary Months: Days: p y : FDC NOTAM: Work Schedule - Start: NOTAM Number: Work Schedule -End: FCC Number: *For temporary cranes -Does the permanent structure require separate notice to the FAA? Prior ASH: To rind out, use the Notice Criteria Tool. If separate notice is required, please ensure it Is filed. �If it is not filed, please state the reason in the Description of Proposal. State Filing: Not filed with State Structure Details Proposed Frequency Bands i Latitude: i 27° 26' 40.64" N Low Fraq 6 High Freq 7 Freq Unit GHz ERP 55 ERP Unit dBW Longitude: 81° 15' 16.98" W 6 10 7 11.1 GHz GHz 42 55 dBW dBW NAD83 10 11,7 GHz 42 dBW 1HorizontalDatum: 1 ].] 19.7 GHz 55 dBW i Site Elevation (SE): 29 (nearest foot) PASSED v.7 19.7 GHz 42 dBW i !Structure Height (AGL): 130 (nearest foot) 21.2 21.2 23.6 23.6 GHz GHz 55 42 dBW dBW �Current Height (AGL): (nearest foot) 614 614 698 698 MHz MHz 1000 2000 W W * For no[!ce o/alteration or ex/sting provide the current 698 806 MHz 1000 W AGL height of the existing structure. 806 901 MHz Soo w Include details in the Description of Proposal 806 824 MHz 500 W 824 849 MHz 500 W Minimum Operating Height (AGL): (nearest foot) 851 869 866 894 MHz MHz 500 500 W W * For aeronautical study of a crane or construction equipment 896 901 MHz 500 W the maximum height should be listed above as the 901 902 MHz 7 W Structure Height (AGL). Additionally, provide the minimum 929 932 MHz 3500 W 51 operating height to avoid delays if impacts are identified that 930 931 MHz 3500 w require negotiation to a reduced height. If the Structure Height 931 932 MHz 3500 w and minimum operating height are the same enter the same 932 932.5 MHz 17 dBW i value in both fields. 935 940 940 941 MHz MHz 1000 3500 W W + 1670 1675 MHz 500 W l Requested Marking/Lighting: None 1710 1755 MHz 500 W 1850 1910 MHz 1640 W Other : 1850 1990 MHz 1640 w i Recommended Markin /Li htin 9 9 9: 1930 1990 1990 2025 MHz MHz 1640 500 W W Current Marking/Lighting: N/A Proposed Structure 23 2305 2 2360 0 MHz MHz 000 2000 w W ' Other: 2305 2345 2310 2360 MHz MHz 2000 2000 W W Nearest City: Okeechobee 2496 2690 MHz 500 W Nearest State: Florida Low Freq High Freq Freq Unit ERP ERP Unit' Description Of Location: u5 HWY 98 3700 3980 MHz 1640 W' j On the Project Summary page upload any certified survey. Description of Proposal: New Tower . Previous Back to Next Search Result https://oeaaa.faa.gov/oeaaa/external/eFiling/locationAction.jsp?action=showLocationForm&locationlD=5142157&row=1 112 6/7/22, 11:53 AM Notice of Proposed Construction or Alteration - Off Airport https:Hoeaaa.faa.gov/oeaaa/external/eFiling/locationAction.jsp?action=showLocationForm&location ID=5142157&row=1 2/2 aw City of Okeechobee Planning & Zoning Department 55 SE 3`d Avenue, Room 101 Okeechobee, Florida 34974 RE: AT&T RF Emission Statement for Proposed Site in Okeechobee, Florida Dear Sir or Madam: Section 90-602.(c).2.c of the City of Okeechobee's Zoning Ordinance requires: C. Compliance with FCC technical emission standards AT&T operates a wireless network authorized by the Federal Communications Commission (FCC) to provide tower collocation access for wireless carriers throughout the nation, including the City of Okeechobee, Florida. AT&T's operation and network are licensed and regulated by the FCC. The FCC rules governing the operation of wireless telecommunications facilities are designed to protect co -channel and adjacent licenses against harmful interference. The FCC has exclusive jurisdiction over these requirements. The proposed tower facility is in compliance with all applicable FCC requirements. Sincerely, i �l2 2— 2- Printed Name: r5 `— r� s S ems✓ RF Engineer for AT&T EXHIBIT A CSX813551148 FLC034 OPTION AND SITE AGREEMENT THIS OPTION AND SITE AGREEMENT made and entered into as of this day of k\v .P 4141tr , 202-I, by and between CSX TRANSPORTATION, INC., a Virginia corporation, ('Railroad"), whose mailing address is 500 Water Street (Attn: Real Property, Inc., J180), Jacksonville, Florida 32202, and, CITYSWITCH II -A, LLC, a Georgia limited liability company, ("CS"), whose mailing address is 3355 Lenox Rd. NE, Suite 975, Atlanta, GA 30326: WHEREAS Railroad and CS entered into that MASTER TOWER SITE AGREEMENT (the "Master Agreement") dated March 18th, 2016, which terms and conditions are incorporated herein by reference, Railroad agreed, upon approval by Railroad, to permit to CS, the right to use and occupy certain real property under a Site Agreement, as defined in the Master Agreement. WHEREAS, CS desires to incorporate an option period, which is the earlier of the receipt of all Governmental Approvals, as defined in the Master Agreement, needed to construct, install and/or use the WCS Facilities, as defined in the Master Agreement, or one (1) year from the date of this Option and Site Agreement (the "Option Period"), to allow CS time to secure all Governmental Approvals, as defined in the Master Agreement, needed to construct, install and/or use the WCS Facilities prior to exercising rights of the Site Agreement, as defined in the Master Agreement and this Option and Site Agreement. NOWTHERFORE, the parties agree as follows: 1.OPTION. (a) CS shall have the option ("Option") to exercise the right to use and occupy real property (the "Site"), located in the City of Okeechobee, County of Okeechobee, State of Florida having a Latitude of 27.252114 and Longitude of-80.844774 as further described or shown on Exhibit A-1 attached hereto and made a part hereof., under this Site Agreement as defined in the Master Agreement. (b) During the Option Period, CS agrees to diligently pursue all Governmental Approvals for the Tower and shall have access to the Site, as provided under but not limited to Sections 2.1, 8.4, Section 9 and all subsections, Section 12 and all subsections, Section 13 and all subsections, Section 17 and all subsections, and Section 21 of the Master Agreement. (c) Unless CS exercises the Option Period as indicated above, this Option and Site Agreement shall terminate upon the expiration of the Option Period. 2. SITE AGREEMENT. (a) Upon CS exercising the Option, and subject to and upon the terms and conditions set forth in that MASTER TOWER SITE AGREEMENT (the "Master Agreement") dated March 18th, 2016, which terms and conditions are incorporated herein by reference, Railroad does hereby agree to permit to CS, the right to use and occupy the Site, described above. (b) CS agrees to pay to Railroad an annual Site Agreement Fee in accordance with Exhibit A of the Master Tower Site Agreement, as amended. Should the site be deemed an AP Site in accordance with the Second Amendment dated March 2, 2021, CS agrees to pay to Railroad an annual Site Agreement Fee of_ per annum, which includes up to 2 Permitted Sublicensees; upon installation of a 3rd Permitted Sublicensee the annual rent shall include -of the gross rent due to CS for the 3rd Permitted Sublicensee and each additional Permitted Sublicensee thereafter. Should the site not be deemed an AP Site, CS agrees to pay to Railroad an annual Site Agreement Fee of the greater of Hof the gross rent due to CS from the anchor sublicensee and any future co -locates from Permitted Sublicensees or a base rental of_per annum, in accordance with the Master Agreement. (c) The Term of this Site Agreement shall commence on the date in which the anchor sublicensee receives the Notice to Proceed order (the "Rental Commencement Date") and each Site Agreement shall have an initial term of ten (10) years. CS will have an option to extend term of Site Agreement for three (3) additional five (5) year terms. Each Extended Term option shall be exercised automatically unless CS delivers notice to Railroad, giving no less than six (6) months prior to the expiration of the Initial Term or subsequent Extended Term, as applicable, of its intention not to extend the term of the Site Agreement, unless sooner terminated in accordance with the provisions of the Master Agreement. (d) Prior to the Commencement Date (as defined in the corresponding Memorandum of Agreement), Railroad reserves the right to modify the Site or terminate this Option and Site Agreement, in its sole discretion, upon written notice to CS. (e). Prior to Railroad's co -location pursuant to Section 2.4 of the Master Agreement, Railroad will be responsible for complying with then current requirements and processes necessary for such coloration. IN WITNESS WHEREOF, Railroad and CS have duly executed this Option and Site Agreement as of the date first above written. Witness(es): CSX TRANSPORTATION, INC. By. Print Name: Print Title: CITYSWITLC By - Print N c:_ nOD I mayiiie Print Title: President & CEO EXHIBIT A TO SITE AGREEMENT DESCRIPTION OF SITE [FOLLOWS ON NEXT PAGE] CSX813551148 Exhibit A 9/28/2021 CSX Transportation (CSX) General Notes - Towers: 1) Work schedule is subject to the approval of all required construction submittals by the CSXT Construction Representative, verification that proposed work will not conflict with any CSXT U.G. Facilities, and the availability of CSXT Flagging and Protection Services. Construction submittals will be based upon the proposed scope of work and may include, but are not limited to; proposed work plan, project schedule, means and methods, site access, dewatering, temporary excavation/shoring, soil disposition/management, track monitoring, concrete placement work, structural lifting/rigging plans for hoisting operations, substructure construction plans, steel erection plans, roadwork plans, etc. No work may begin on, over, or adjacent to CSXT property, or that could potentially impact CSXT property, operations or safety without the prior completion and approval of the required aforementioned information and approvals. 2) CSX owns its right-of-way for the primary purpose of operating a railroad, and shall maintain unrestricted use of its property for current and future operations. In the event that relocation of facilities becomes necessary to accommodate the movement of rail traffic, Licensee, at its sole risk and expense, shall be required to relocate and/or remove facilities from the rail corridor of Licensor within a time frame mutually agreed. 3) CSX's consent applies to the design and construction of the utility located solely in the right-of-way owned by CSX. It is the utility Owner's (Licensee.) responsibility to get permission from the property owner that is other than CSX to access and construct on their property. 4) For additional information and support for utility encroachment onto CSX's property, please refer to the CSX's "Design & Construction Standard Specifications Wireline Occupancies" revised December 16, 2016 and "Design & Construction Standard Specifications Pipeline Occupancies" revised June 5, 2018. S) No entry or construction on CSR's railroad corridor is permitted until the utility encroachment review and approval process is completed, you are in receipt of a fully executed license agreement and you have obtained authority from the local Road Master. 6) CSX's signal facilities and/or warning devices at the proposed facility crossing, i.e. cantilevers, flashers, and gates are to be located prior to installation. 7) CSX does not grant or convey an easement for this installation. 8) Final construction drawings stamped by a licensed professional engineer are to be submitted to CSX's assigned representative prior to construction. 9) A safety action plan is to be submitted to CSR's assigned representative prior to construction. 10) A construction means and methods plan is to be submitted to CSX's assigned representative prior to construction. 11) Soil that cannot be used or disposed on CSR's right-of-way must be properly disposed at a CSX approved disposal facility. A spoils disposal plan is to be submitted to CSR's assigned representative prior to construction. 12) An erection plan (lift plan) is to be submitted to CSR's assigned representative prior to construction. 13) Service utility plans are to be submitted to CSX's assigned representative prior to construction. 14) Use of construction safety fencing is required when a CSX flagman is not present. Distance of safety fence from nearest rail to be determined by CSX Roadmaster and is to be removed upon completion of project. 15) Blasting is not permitted on CSR's property. Page 1 of 5 a d $ c— W 4 RH p b ss ry a4's.'�ci O t' n1 1 Z 6 oZ2 V C'o a� w� � • N�o i � oR �mmm z um u m m gT t c z 2 Y o�WW�1aii�a 21 CSX813551148 Exhibit A 9/28/2021 eARCELjN+FORMAnW OWNER CSx TRANSPORTATION ZONING: CITY LAND USE: A - ACTIVE NOTES: URAVRNGS HAVE BEEN PREPARED VAIN THE USE OF AERIAL PHOTOO7APH5 AND INFORMATION FROM A SITE VISIt. NOTES: IALL SON. MATERIALS EXCAVATED BY THE ! CONTRACTOR MALL REMAIN ON SITE AND NOT TO BE REMOVED. NOTES. NO SURVEY HAS BEEN PERFORMED ON MIS SITE. ALL PARCEL/PROP'7Y LINES SHOWN ARE APPROXIMATE LOCATIONS. --- PARCEL NUMBER: 316373501e000tt00010 LATITUDE: 27.252114' LONCITUOE-BO.844774' I,i0F110_ OVERHEAD TONER —X—X— PROPOSED CHAN-UNK FENCE x x — EXISTING FENCE — -- — — — ENSTINC EASEMENT — — — — — PROPOSED CORROOR Aft — AGFT-OF-WAY -- - — PROPOSED LEASE AREA EXISTING ROAD /-URNAROUND - -- PROPERTY LINE Page 3 of 5 I / I / I I I I I I I PROPOSED 1 I !y I ACCESS GATE PROPOSED S`AR_O H-FRAME 1 PROPOSED T I r MONOPOLE TOWER **1 r , I PROPOSED 50'-0• X SO-01 1Y-TI•I I FENCED COMPOUND 1I L J ,M / PROPOSED 50-0• X 5D-0• I~� C. APPROIMATE 15' N f— 7 r '-� r PARCEL SETBACK TO TOWER to _— ____—_— —___ LL!L �JLJ� x—X X—X NW 9TH ST (PUBLIC RIGHT-OF-WAY) ENLARGED SRE PLAN 11`X17• SCALE• 1• - 3p 2e.36' SCALE 1' . 15' 30' 21Y IV 0 3d 60' 1'=3D' PAVIAm rM: --- I C ITY�TC H I 1RROCENTURl PLACE,SUTl— ' ATINOA.0A2WX5 p2NMip F. . INIAADi1LUC1MIEC eclxvtelu MX.ac.PavX rlri','u0N 'Writ, Xe vae DRAWN BY. ZITS CH�CY.ED BY: :Re Nf . vMappTAF I,xP.1:Kx L9MN HW SEr Pr PPG11YOn5 tS xNRVRCNCTiNX Px uusxn m Fc IRvxWtv'En n'Ert alas PA NN oAX' a' nnSEE dU 'KEN 11N nM P UM r W RIH aRosmunn;AE sIRrICRS rs PXDxstm. WE NAME OKEECHOBEE SITE LOCATION: N 27.252114r W •00.044774' SRE NUMBER: FLCO34 SHEET TITLE ENLARGED SITE PLAN SWEET NUMBER LE-2 CSX813551148 Exhibit A 9/28/2021 I'REP/AO) EaA CITY W TC H 1—CENTUH/PLACE.S10E— ~A.GA=6 Pat— 8. � ININAHiRMLTJR[ errnMfo[e -PROPOSED 10'-0' �r::-•+•--�•+.n,a-•... L'GHTN'.NG ROE _ 01*1 xaxeieiat PFN[: NltT1651PSf PROPOSED CARRIER PROPO"Oulp E An Q� . s a •j IzT DrL114N BY. M15 CHECKED BY: JRB 5 I O PROPOSED 13V-C' MONOPOLE SUBMITTALS BAT[ DISEarr iw Rn WIIIDm A me V � a z b � 'o I I u f i I ns satiu°it. xn°'E°wnNia Itw am°Pinwx CN9:G TO 8E RP(OLtwO 1N[ WPOIE OA [X! it¢y Of UM.axG S tiR110ut ME trtwx Sw.0 �FWt MAASxyCR:[E SFIN%f5 K pwlilB�EO. SITE NAME: — PROPOSED CARRIER EQUIPMENT ON EQUIPMENT PAD/PIAT/'ORM OKEECHOBEE SITE IDCATION: N 27252114' W-30.044774• Sit NUMBER TOWER ELEVATION FLGO34 11'.17' SCALE: 1'=20' 24'x30' SCALE: 1"-i0' SHEET TOTE TOWER ELEVATION 20' 10' 0 20' 40' SHEET NUMBER - 1. LE-3 Page 4 of 5 CSX813551148 Exhibit A 9/28/2021 DIAGRAM A L --------------- .A. DIAGRAM 6 [31TYSWITCH ■ W=U WW":7, 7 _77"" -------------- - -------- I? mm a, .... .vm sic OKEECHOBEE S"E tmkltoN: N 27252114' W-80.844774* ---- mom. SrrE NUMBEit FLOW SNEEi THE ANTENNA CONFIGURATION NOT FOR CONSTRUCTION CONFIGURATION l"lEl lUllIll I SCALE:NONE LE-4 Page 5 of 5 Site Images F w7l y ti L OWPI, Air . s4 �w e•° t37In }y xset r °a 4 it ._.� .�.^!. ,fir �[�. _J d _BI �9FLf,�'L:.4}-• - 1 ih nIR: +� .1�'rl�i -�v� ..may - 1•p�1:+"--,� � �.�� � - �' �� ;- � .., Wh�il!!'L 7 •ll.. .. � -nE:4 .':'�:�' i .0 ♦nM Tv. .. v. n - . � , .1_ � ;�f�<Jr fir; 4 � �� ° -� • r r '' - � � 's,' OKEEC"H®BEE FLC034 SITFAS IMULATI0N,,MAP `�` ,...I � y• *.R.11W , y f t 4 • „may, �; ..�d 14, - �- 7 !'` � 1 • i.. � ....�. .. � , Tom" � ��.€ � �� S r • T�— LA h ' Syr T 1 P4 2; 0 Site: Photograph # Goog{e Earth Existing View V�\`L.V1 IVL/L■L. FLC034 1117 NW 9TH ST, OKEECHOBEE, FL 34972 150ft. MONOPOLE SIMULATION View #1 from US Highway 98 approximately 1 mile northwest of site AW ;+ Wireless OKEECHOBEE FLC034 1117 NW 9TH ST, OKEECHOBEE, FL 349 150ft. MONOPOLI SIMULATION View #2 from Park Street SR 70 approximately 1 mile southwest of E I i �i 1 +► 4R -A7i 7/14/22, 12:52 PM Okeechobee County Property Appraiser Okeechobee County Property Appraiser Mickey L. Bandi, CFA Parcel: 3-16-37-35-0160-00110-0010 (34413) Owner $ Property Info Result: 3 of 11 CSX TRANSPORTATION INC Owner 500 WATER ST �JACKSONVILLE, FL 32202 Site 11117 NW 9TH ST OKEECHOBEE Description" 2022 Preliminary Certified updated: 7/14/2022 Aerial Viewer Pictometery Google Maps O 2022 O 2021 O 2020 02019 02018 [)Sales + ` NORTHWEST ADDITION A PARCEL OF LAND # LYING IN SECTION 16, TOWNSHIP 37 SOUTH, • {}, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, AND LYING IN AND CONTAINING A PORTION OF THAT CERTAIN PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK ► rn ir-� 379, PAGE 1216 OF THE PUBLIC RECORDS OF f`. OKEECHOBEE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: s + ' rr► ALL OF BLOCKS 11 AND 12; ALL OF N.W. 11TH AVENUE (70 FEET IN WIDTH) LYING BETWEEN SAID BLOCKS 11 AND 12; ALL OF N.W. 12TH ��....�� AVENUE (35 FEET IN WIDTH) LYING WEST OFlA1r AND CONTIGUOUS WITH SAID BLOCK 11; ALL OF " • I� NORTH FOURTEENTH STREET (NAME PER PLAT)_ r'�t (60 FEET IN WIDTH) LYING SOUTH OF AND CAm„ is CONTIGUOUS WITH THE ABOVE DESCRIBED PROPERTY; ALL LYING IN THE NORTHWEST T 4 ADDITION TO OKEECHOBEE, FLA. ACCORDING �' *+ aa TO THE PLAT THEREOF AS RECORDED IN PLATS BOOK 1, PAGE 25 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. «<lessI Area 5.19 AC S/T/R 16-37-35 Use Code" VACANT (0000) ITax District 150 'The Description above is not to be used as the Legal Description for this parcel In any legal transaction. The Use Code is a Dept. of Revenue code. Please contact Okeechobee County Planning 8 Development at 863-763-5548 for zoning info. Property & Assessment Values 2021 Certified Values 2022 Preliminary Certified Mkt Land $137,990 Mkt Land $137,990 Ag Land $0 Ag Land $0 Building $0 Building $0 XFOB $5,181 XFOB $0 Just $143,171 Just $137,990 Class $0 Class $0 Appraised $143,171 Appraised $137,990 SOH/10% Cap [?] SOH/10% $0 Cap [?] $0 Assessed $143,171 Assessed $137,990 Exempt $0 Exempt $0 Total Taxable county:$143,171 city:$143,171 Total other:$143,171 Taxable school:$143,171 county:$137,990 city:$137,990 other:$137,990 school:$137,990 Note: Property ownership changes can cause the Assessed value of the property to reset to full Market value, which could result in higher property taxes. W Sales History Sale Date Sale Price Book/Page Deed WI Qualification (Codes) RCode 4/14/2014 $100 0745/0850 SW V U 11 6/21/1996 $0 0379/1220 WD V U 02 (Multi -Parcel Sale) - show www.okeechobeepa.com/gis/ 1/2 7/14/22, 12:52 PM Okeechobee County Property Appraiser 6/21/1996 $0 0379/1216 WD V U 02 (Multi -Parcel Sale) - show 11/1/1990 $0 0319/0132 WD V Q 4/1/1988 $0 0294/1908 FJ V Q 7/8/1985 $0 0273/0690 WD V U 03 7/8/1985 $0 0270/1716 1 WD V Q 4/1/1973 $0 0146/0693 1 WD V Q T Building Characteristics Bldg Sketch Description- Year Bit Base SF Actual SF Bldg Value NONE Extra Features & Out Buildings (Codes) Code Description Year Bit Value I Units I Dims Condition (% Good) NONE W Land Breakdown Code Description Units Adjustments Eff Rate Land Value 061 ID3 RR VICINITY (MKT) 1.000 AC 1.0000/1.0000 1.0000/ / $50,000 /AC $50,000 9611D1 REMAIN ACRE (MKT) 2.569 AC 1.0000/1.0000 1.0000/ / $21,000 /AC $53,949 9611D1 REMAIN ACRE (MKT) 1.621 AC 1.0000/1.0000 1.0000/ / $21,000 /AC $34,041 Search Result: 3 of 11 ® Okeechobee County Property Appraiser I Mickey L. Bandi, CFA I Okeechobee, Florida 1863-763-4422 by: GrizzlyLogic.com www.okeechobeepa.com/gis/ 2/2