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2022-10-20 22-03-SE SurveyCity of Okeechobee Date: 7-13-2� ftJ lS.o,rLS Petition No. o'i`a-003-� General Services Oepartm¢nt Foe Paid: - yes, risdiction: � 55 S.E. 3"Avenue, Room'IOt t Hearing: (�- �� Hearing: rJ {f Ok¢achobaa, Florida 34974-2903 Pu bioation Dates: Phones: (863) 763-3372, ext. 9820 Notices Mailed: 10-5-a1 Fax: (863) 763-'1686 Rezone, Spacial 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 Names of applicants) if other than owner CitySwitch II -A, LLC (Agent: Ignite Wireless /Kyle Lotze) 4 Applicant mailing address: t 900 Century PI NE, Suite 320, Atlanta, GA 30345 E-mall address: kyle@IgnitBWiraleSa.COm 5 Names of contact parson (state relationship): Kyle Lotre 6 Contact parson daytime phone(s): 770-862-'1034 PROPERTY INFORMATION Property address/directions to property: � � � 7 NW gth St. Okeechobee, FL, 34972 7 From 1-95 in Ft Peirce Florida - Go Was[ 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 Sites on left. t t'17 NW 9ih St Describe current use of property: CSX Railroad outparcal primarily used for parking and storage 8 Describe improvements on property (numberttypa buildings, dwelling units, occupied or vacant, etc. 50'x50' fenced compound, 'I 50' Monopole Tower, Two Electric Sarvica H-Fram¢s, Two t O' x 7 5' 9 equipment areas, One t0' x 20' equipment area, and Ona 5' x 5' concrete pad. Source of potabl¢ wa��r:wn tunmannea)Method of sewage disposal: wn (unmannaa) 10 Approx. acreage: Property Area: O.t4 Is property in a platted subdivision? Yas Is there a use on the property that is or was in violation of a city or county ordinance? If so, describe: No '17 '12 Is a pending sale of the property subject to this application being grentadT No Describe uses on adjoining property to the North: �3 North: Residential Multiple Family East: Industrial South: Industrial W ast: Industrial t4 Existing zoning: Industrial Future Land Use classification: Industrial � 6 Have there been any prior rezoning, spacial exception, variance, or site plan approvals on the property? (x ) No (_)Yes. If yes provide date, petition number and natur¢ of approval. '16 Raq uast is for: (_) Rezone (�_) Special Exception () Variance '17 Parcel Idantiflcatlon Number: 3'163735016000t t 000'10 (Aev 42020) pegs 1 aF 11 REQUIRED ATTACHMENTS f 8 Applicant's statement of interest in property: proposed Telecommunications Tower Non-refundable application fee: Rezoning: $850 plus $30/acre; Spacial Exception: $500 plus $30/acre; Variant¢: $500 t9 Note: Resolution No. 98-�� Schedule of Land Development Regulailon Fees and Charges e When the post 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 posts. 20 Last recorded warranty dead: 4/'14/20'14 2f Notarized letter of consent from property owner (if applicant Is different from property owner) Throe (3) CERTIFIED BOUNDARY surveys of the property Cone no larger than 'I tx'17; scale not less than one Ineh to 20 feet; North point) containing: 22 a. Oates 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. Sea the Information Request Forth 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 LS Confirmation of Information Accuracy 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 th(s application. Signature Printed Names Kyle Lotze Data 8 10/2022 For questions relating to this application pacKet, call General Services Dept. at (863)-763-3372, Ext. 9820 [Rem arlozo) page z of i i ADDITIONAL INFORMATION RE UIRED F,OR A SPECIAL EXCEPTION �. Describe the Special Exceptive sought �P -� c � 4o-roos Ce A �yireless Telecommumcatioa Facility �e � rea.-. d25 +a nePs sr,Pft+itw in Are there similar uses in the areal No U C3) Yes If yes, briefly describe them: t✓a e r nP J-hv B There are 5 existing telecommunication facilities within lnti o£the proposed location. �� f'a'te� Ifs busin a, briefly describe the nature of fhe business, number ofemployees, hours o£opemtion, and any activities to be ovducred outside of a building: N/A C Attach a Tmfflc Impact Smdy prepared by a professional ttanaponadon planner or nanapottation engineer, i£ the special caption or proposed use will gcvcmte 100 or more peak hour vehicle trip ends using the trip generation factors for the mos�no D similar use as contained in the Institute of Transportatlon Enginects most recent edition of Tvv Geverallon. The TIA must identify the number of net new ezter.aal trips, pass -bay cetculatiotw, internal capture catculations, a.m. avd p.m. peak hour m t td a and level o£ service oa all adjacent roadwa IiNcs with and without the cet. N/A Ma E Responses addmasing the standards and required findings for a special exception as described blow. Attach additional ahcet STANDARDS FOR GRANTING A SPECIAL EXCEPTION [Sec_ 70-373(b), LDR page CD7U:I91 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 suf£cicnt time to adequately consider the Applicant's request. I . Demonstmte 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 specifac 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. increase affac. ntaoinence nly) 4. Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use; or explain how flte nature of the use creates no such potential problems. 5. Demonstrate how the utilities and other service requirements o£the use can be met. 6. Demonstrate how the impact of traffic generated will be handled, off site and on site. (Rev a2ozo) Page 8 0£ 11 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 1 I Standards for Granting a Special Exception [Sec. 70-373(b), LDR page CD70:19] 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. 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 emit noise, dust, odor, or fumes, and will not significantly increase traffic. S. 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 9tn 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. 6. 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. 8. 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. Cass¢]s> Jr. Esq. Cassels � McCall P-O- Box 968 OKc¢chob¢e> Florida 349'J3 Pavel ID N��mber:3-(d-30-35-01G0.001 l0-OOIO �� O_o0 'Doc, rl D ! 4��u��i m�i i�iii iu�i i��i g DR BK 'J4�i PG SSO 6HRRON ROBERT60N� CLERK OF CIRCUIT COVRT OKEECNOBEE COVHTY� FLORIDR RECORDED OS/17/2015 OS[OOrOS PN RHT t10_00 RECORDING FEE6 a16_00 DEED DOC sO. JO PaC660t D(lY�Ni Flnon THIS SPBCIAL WARRANTY DEED. made this � t day of Apri1> 20I4> betwa¢n P'1'. DRUM CORPORATION. a Flortda ¢orporaHov> of 269 NW 9^' Av¢nue, Olc¢eoiaobee, FL 34972> GRANTOR, and C3X T"RANSPORTATION� IIQC.. s Virgieia corporatiov, of 500 Water Stree; JacKsonvillq PL 32202 GAANTEEp WITNESSETH> that said Grantoq For and in conaid¢ratioa ofHae sum of"I'EN <S 30-00) DOLLARS, and other good and valuable c rtaidaration m said Oravtor in band paid by a "d Grantee, the re aipt whereof is hereby dcnowledg¢d> has g anted. bergs ad and sold to the aid Gran[ae> and Grantee's su<casaora srtd assigns Foraveq th¢ following described land. simat¢>tlying and being iv OKeechobm County, Florida to -wit - A PARCEL OP LAND LYING ]N SHCTION l6> TOWNSHIP 30 SOUTH. RANGE 35 BAST. OKEHCHOH88 COUNTY. FLORIDA> AND LYlNO IN AND CONTAINING A PORTION OF THAT CERTAIN PARCEL OF LAND AS RECORDED IN OFFICI!\L RECORDS BOOK 379> PAGE 1216 OF TH8 PUBLIC RECORDS OF OKEECHOHEB COUNTY. PLORIDA> AND BEING MORE PARTICULARLY DHSCRIBED AS FOLLOWS: ALL OF BLOCKS 11 AND 12p ALL OP N.W. l 1TM AVENUE (00 FBET IN WIDTH) LYING HBTWEEN SAID BLOCKS II AND 12p ALL OF N.W. 12TM AVENLiE (35 FBET IN WIDTH) LYING WEST OF AND CONTIGUOUS WITH SAID BLOCK 1 l: ALL OF NORTH FOURTEENTH STREET (NAME PER PLAT) (GO PEST IIV WIDTIn LYBVO SOUTHOP AND CONTIGUOUS WITHTHS AHOVB DESCAiBEDPAOPEATY:ALL LYING INTHE NOA'I'FI WEST ADDITIONTO OKEECHOHBE> FLA. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT HOOK 1. PAGE 25 OF THE PUBL[C RBCOADS OP OKBECHOHEE COUN'tY> FLOAIDA. AND the Grantor haroby c t�atats with said Grantee that Me Grantor is Iawthlly a and ofsaid land in f simple: that Lta Grantor has good right and lawful auHtority tv sell and ¢onvay said landp that Grantor will w ant and defend the property conveyed against 2h¢ lawful claims and demands of ail persons clsimirtg by> through. or undee Grantor. btrt against none other. IN WITN835 WHEREOF. GrartYor has haravn[o sat Grantors• hartd and a¢a1 the day and year Frs[ above written. SIGNED. SEALED and DELIVHR-ED FT. CO ORATION. a Florida oorpom[ion �n o r pr'aa^c /J Ufa / X- ��-L_ a BY- Wim¢ss _ Jay Ipole> Viae Proaiden[ C.O'�� (Seal) Wttne Prim Name: r\f� DIt STATE OF FLOAIDA COUNTY OP OKEECHOBEE The tbragoing in tnamant was acKnowled�baforo methi��day oFA�ril>2014 o Jay Walpole as Vicc Pte¢ideni of PT. DRUM CORPORATION. ll55 ho personally Knowtt m¢ or who has produo¢d .+-�-v`\ as idantiFication- igtna o Notary Pubes J � waSr�',oa.� oreerw� Pri ted tta ofNo[ary: My comm�swon aspires. {sloe-Isaso.wrol B OO K745/Fag a850 CFNSk20T4003848 Page � of '1 CtTy OF OKEECHOBEE 55 SE 3^^ AVENUE DKEECHOBEE, FL 34974 TELE:863-763-3372 FAX: 863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owners: CSX Transportation INC. Mailing Address: 500 Water St, J-180, Jacksonville, FL 32202 Home Telephone: Worn: g04279.3606 CeO: Property Add teas: 1117 NW 9th St_ Okeechobee, FL, 34972 Parcel H) Numtier: 3163735016000110001 O Name of Appliraot: CitySwitch II -A, LLC (Agent: Ignite Wireless /Kyle Lotze) Homes Telephone: Work: q70-239-0846 Ce11: 770.862-1034 The undersigned, being the record tide owners) o£the real property described above, do hereby grant unto the applicant stated above the £ull right and pawn of attorney to make application to the City of Okeechobee to ehange the land use of said property. This lantl use change may include the greeting of special exception o ces, and appeals of decisions of the Planning Deparhnent. [t is understood that conditions, limitations end restrictions may be place upon the use or operation of the properly. Misstatements upon application or in any hewing may result in the terminedon of any special exception or variance. This power o£ attorney will be terminated once approval of the required granting of the special exception or granting o£yariences is received_ IN W1TNE55 WHEREOF THE UNDHRSIGNED HAVE SET THEIR HAND AND SEALS THIS DAY OF 4 20 �ZZ . l � /r-l�t- I OWNER WI'INR93 OWNER WITNE35 STATE OF FLORIDA COUNTY OF The Foregoing krs[mment was knawledged before me by means ofphysical presence or _online notvization, this � day o£ I'��-� , 20 Z7 . by �s„f,�....� iQ�/.lc.•s� f QJeme MPe,aon who is �ersona]ly known tom r produced as identif cation. W�""^w, bNNwaUiMTON NOTARYP IC SIONA-CURE �� , Notary Yutalla-State of rloNta d�R � MY <Ylnm. Etplrys out i5, r033 (Rev {/2030) ^ BonOeG MmYpp NaNanal Ne[arY Aen. PaP,e 50C 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: 1. 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 ($250,000). Witness my hand and seal of the Corporation this 251h day of January, 2022. (corporate seal) Attest: DocuSigned by: 1".k a . ,ai.,. 34I1 AA111161 ildlt0 Mark D. Austin, Assistant Corporate Secretary CSX Corporation CSX TRANSPORTATION, INC. I DocuSigned by: ti(,iA,ad S. 6wt,,,s 13C/ n i i3a.uw Michael S. Burns Vice President — General Counsel PH 4/22. t2:55 PM Detail by Entity Nama oios�oa q. cogaownrio Ns \1 _� IDritsncnr oj' ,��1///1/.Oi9 (�J_rsf,rr<\"rfrJ�•f_i QBon I o �argprgllQpa / P - / s58H[LG.LY a a / �etall by Entity Name Foreign Profit Carporafion CSX TRANSPORTATION, INC. Flf]pg Intormatlnn Dooumant Number 806099 FEI/EIN Number 54-6000720 Oates Flied 03/26/t946 State VA Status ACTIVE Last Event CORPORATE MERGER Event Data Fllaa t2/23/'1992 Event Effaotiva Data NONE 500 WATER STREET JACKSONVILLE, FL 32202 Changatl: Ot/22/20t0 malgag a44raa 500 WATER STREET C-t 60 JADK$DNVILLE, FL 32202 Changatl: Ot/22/20t0 $poleafa'ad Gg¢nt Nama R A4dresa C T CORPORATION SYSTEM t 200 SOUTH PINE ISLAND ROAD PLANTATION, FL 33324 Names Changatl: 09/t 9/20t6 Adtlrass Changatl: 09/t 9/20t6 orina.IDlrecm. Datall Nama 8. Atltlr¢ss Tifla Director. EVP antl CFO Palkay, SEAN R. hHpa://saarcM1.aunblz.om/Inoulry/CorporaLanSaarch/5¢archRasulHJota1171nqu1rytypa=EntllyNamaBdlrectlonrypa=Initlal&s¢arcM1NamaOrder=CSJCfFA... t/B 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 Sortleet, Diana B. 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title VP and Chief Accounting Officer https:Hsearch.sunbiz.org/InquirylCorporationSearch/Search ResultDetail?inquirytype=EntityName&directionType=l nitial&searchNameOrder-CSXTRA... 2/6 ]/'14/22. '12:55 PM �a[all by En[ily Name Williams, Angola C. 500 WATER STREET C-I60 JACKSONVILLE, FL 32202 TNa Director, EVP -Sales and Marketing Boone, Kevin S. 500 WATER 3TREET JACKSONVILLE, FL 32202 Title SVP and Chief Strategy Ofticar Bazar, Farrukh A. 500 WATER STREET JACKSONVILLE, FL 32202 Title SVP of Sales Adams, Arthur L. 500 WATER STREET JACKSONVILLE, FL 32202 TI[le VP -Asset ULllzatlon Albright, William C 500 WATER STREET JACKSONVILLE, FL 32202 Title VP and Ganerel Counaal Burns, Michael S. 500 WATER STREET JACKSONVILLE, FL 32202 Tula SVP - Engineering and Mechanical Johnson, Ricky E. 500 WATER STREET JACKSONVILLE, FL 32202 T"itla VP - Intarmodal 8 Automotive Kenney, Maryclara T. 500 WATER STREET JACKSONVILLE. FL 32202 Tula VP -Energy Longson, Adam FHpa://searcb.aunblz.org/Inq W ry/Comomtlon3aamb/8aarcbR¢aultOatai191nqulrylypa=EnOlyNamaatlbacllonTypa=1 nitla I8s¢arcbNam¢Ord¢r-CSXTRA... 3/6 7/14/22, 12:55 PM 500 WATER STREET JACKSONVILLE, FL 32202 Detail by Entity Name 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://search.sunbiz.orglInquiry/CorporationSearch/SearchResultDetail?inquirytype=EnUtyName&directionType=l nitial&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 ��7�. ,TPiT-TiT� 1r . • - 05/01/2022 -- ANNUAL REPORT View image in PDF format j 04/08/2021 --ANNUAL REPORT View image in PDF format v 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 -- Reg. Agent Change View image in PDF format 04/06/2016 -- ANNUAL REPORT View image in PDF format 03/19/2015 --ANNUAL REPORT View image in PDF format 03/11/2014 — ANNUAL REPORT View image in PDF formate 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 En PDF format 07/09/2010 -- Reg. Agent C angg �— 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 formate 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 __ _____ ..................E 04/30/2004 -- ANNUAL REPORT View image in PDF format j 03/26/2003 -- ANNUAL REPORT — m View image in PDF format gilMF� 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 1 https:(/search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=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 FI .en , at State D v or n, https:Hsearch.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=CSXTRA... 6/6 0 50' 1 00' TOWER INFO m 3 3 a a LATITUDE: 27'15'07.705" NORTH N N LONGITUDE: 80'50'41.267" WEST N SCALE: 1 =JOB (NAD 83) GROUND ELEVATION: 29.3' o o 0 a O .�-"'•"•• ••"'•••.'• ABOVE MEAN SEA LEVEL (NAVD86) l'y.iS�;y;Fli V� �w w " i w•. u w s ' Y o •;� a ;fig o o " ...... -William William H. Sommerville, III L V Florida License No. 0006141 07/19/22...... ..... F —OP —OP —op —OPT _ SIGHT DISTANCE NW 9TH STREET PUBLIC TO INTERSECTION -�- PUBLIC RIGHT-OF-WAY VARIES 800't 1074't (ASPHALT SURFACE) NW 10TH AVENUE __... .31..- —_.�_ -30 30"CMP — ---- �_ 30CMP -- -- � -zs-ELEV.=28.21 POE � ELEV.=27.83 OF DITCH __ — — - — — - ROW ROW R W OF DITCH W \ 29 --- --- POC CAPPED REBAR(FOUND) \ GRASSED I ^ � Jh'\30- vv v STAMPED(DEHAYES PSM 5178) � -7 GRASSED N:1060999.896, E:706535.719;-� \ <�a o U W T� Zin Pq p I ' �\ o \ �OqO PLAT BOOK 1 PACE 25 N o POB om °2` I A0 50'X50' TOWER COMPOUND AREA BLOCK 11 o I o 2500.00 SQ.FT.f E o I Z \ Z 0.06 ACRES± \ U <oo L= 1 10 9 \ 8 7 6 5 X Of a of 0 u I o x p S.00' POB 30' WIDE ACCESS/� \ 35.00' p r1 < 0 50.00, UTILITY CORRIDOR I i Zo N 89'52'26' E 3,613.93 SQ.FT.t ` j w I w o 0 0-08 ACRES± Ln o p.i ow Jo GRASSED 30-1 ova Zcwj w < w N ^ \� g CENTER Y p zm OF TOWER GRASSED NO BUILDINGS PARENT TRACT S 89'52'26' W NEAR AREA CSX TRANSPORTATION, INC. 45' SETBACK LINE 50.00' OF SITE BOOK 745 PAGE 850 35.00' 1 PARCEL: 3-16-37-35-0160-00110-0010 5.19 ACRES (PER OKEECHOBEE COUNTY PROPERTY APPRAISER) 1--S CAPPED REBAR(FOUND) GRASSED TAMPED(DEHAYES PSM 5178) 30 l 29-- ---- -.-_ _ -- - - — -- --- 2s- - (�_ OF DITCH 30— — _ -31 -. I SALRY RR, C/O CSX CORP PARCEL: 1-13-38-36-OA00-00002-0000 PER TAX CARD 0 X FLORIDA WESTERN & NORTHERN SEABOARD RAILROAD f -- ROW -- OW -- ROW -- OW -- ROW -- ROW NW 9TH ST LAND ❑WNER/CLIENT Z � N CSX SITE PROJECT NO. 500 WATER STREET 21-5500 JACKSDNVILLE, FL 32202 FLORIDA WESTERN & NORTHERN SEABOARD RAILROAD Y = 3m3 0 ma, N� N Y m r w m 3 N morr°rn:- 3U°0w� ri f NW 8TH ST zz F w a w N i NW 7TH Si >' °u"<�i� NOT TO SCALE FLORIDA EAST GRID NORTH OW ---ROW - ROW GRID TO TRUE NORTH W U CONVERGENCE 0*04'15.8483" J n TRUE NORTH TO MAGNETIC fn LIJ Q C DECLINATION N 6'47' W O — a Q_ = Z O COMBINED SCALE FACTOR U Lt 0.999944091 EL a d Dz Q LEGEND ILL 0 = 5/8" REBAR SET C) z U) cw e = FOUND PROPERTY MARKER (L o POB = POINT OF BEGINNING co LU m POC = POINT OF COMMENCEMENT 1,- 0 POE = POINT OF ENDING A = CALCULATED POINT 4 3 2 10 (M) = MEASURED LQ = POWER POLE c 0 NORTH FOURTEENTH STREET BOOK 745 PAGE 850 SALRY RR PARCEL: 2-16-37-35-OA00-00005-0000 PER TAX CARD -- ® = POWER BOX © = TELEPHONE PEDESTAL = TEMPORARY BENCHMARK c PK NAIL SET O ELEVATION = 30.93' m N a m0 �E m c m u, E Nm@a0� =yawn Lo UJ y �� E -- ------- w—= RIGHT-OF-WAY OVERHEAD POWER �: m N N — — -ov—= m ROW ROW (pima FLOOD NOTE By graphic plotting only, the subject r d property appears to lie in Zone 'X' 8 of the Flood Insurance Rote Map Community Panel No. 12093CO415C, which bears an effective date of July 16, 2015 and IS NOT in a special flood hazard area. Zone 'X': Area of minimal flood hazard. g OKEECHOBEE FLC034 29 NW 1/4, SEC. 16, T-37-S, R-35-E M09 ROW -- R OKEECHOBEE COUNTY, FLORIDA g SURVEYOR'S NOTES 1. 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 at time of field visit: Topcon GM-55 and Topcon Hiper SR G.P.S. receiver, (R.T.K. network capable). 3. Bearings are based on Florida East State Plane Coordinates NAD 83 by GPS observation. 4. No underground utilities, underground encroachments or building foundations were measured or located as a part of this survey, unless otherwise shown. Trees and shrubs not located, unless 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 88. 6. This survey was conducted for the purpose of a Site Specific Purpose Survey only, and is not intended to delineate the regulatory jurisdiction of any federal, state, regional 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 consideration when obtaining scaled data. 8. This Survey was conducted with the benefit of on Abstract Title search. 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 1A). 10. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Board for a Class "A" Survey. 11. Field data upon which this mop or plat is based has a closure precision of not less than one -foot in 15,000 feet (1':15,000') and an angular error that does not exceed 10 seconds times the square root of the number of angles turned. Field traverse was not adjusted. 12. This survey is not valid without the original signature and the original seal of a state licensed surveyor. 13. This is a Site Specific Purpose Survey and does not include the entire parent parcel. 14. Zoning: (as supplied by client) Zoning Jurisdiction: City Zoning Land Use: 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. FT DRUM CORPORATION PARCEL: 1-17-37-35-OA00-00001-1000 PER TAX CARD 4. ERVIN LEVERN PARCEL: 1-15-37-35-0010-00430-0120 PER TAX CARD NW 9TH STREET BLOCK 11 _1 1. NORTH FOURTEEN STREET 2. = I BLOCK 12 -z - c m FLORIDA WESTERN & NORTHERN SEABOARD RAILROAD PARENT TRACT (BOOK 745 PAGE 850) 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 Block 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 of and contiguous with said Block 11; 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. Okeechobee County Parcel No.: 3-16-37-35-0160-00110-0010 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, said Okeechobee County, Florida and being more particularly described as follows: Commencing at a capped rebar, stamped DEHAYES PSM 5178, found marking the Northwest comer of said tract, having 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" rebar and the Point of Beginning; thence run N 89'52'26" E for a distance of 50.00 feet to a point; thence run S 00'07'34" E for a distance of 50.00 feet to a point; thence run S 89'52'26" W for a distance of 50.00 feet to a point; thence run N 0(Y07'34" W for a distance of 50.00 feet to the Point of Beginning. Said tower compound area contains 2.500.00 square feet or 0.06 acres, more or less. 30' WIDE ACCESS & UTILITY CORRIDOR (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, said Okeechobee County, Florida and being more particularly described as follows: Commencing at a capped rebar, stamped DEFIAYES PSM 5178, found marking the Northwest corner of said tract, having 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" rebar, thence run N 8W52'26" E for a distance of 25.00 feet to the Point of Beginning; of an Access & Utility Corridor being 30 feet in width and lying 15 feet each side of the following described centerline; thence run N 00'00'00" W for a distance of 56.21 feet to a point; the beginning of an 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 arc for 64.26 feet to a point on the Southerly right-of-way of NW 9th Street, a variable public right-of-way and the Point of Ending. Said easement contains 3,613.93 square feet or 0.08 acres, more or less. PLOTTABLE EXCEPTIONS Fidelity National Title Insurance Company Commitment for Title Insurance Order No. 10373162 Date April 14, 2022 Cal 8:00 am Schedule B, Section II Exception No. Instrument Comment 1-5,7-8 Standard exceptions. Contain no survey matters. © / Book 731, Page 1040 >Document Affects Parent Tract but contains \ Book 737, Page 1215 insufficient information to plot, show, or determine affects on subject Lease Area or Ingress/Egress & Utility Easement. SURVEYOR'S CERTIFICATION w gI^i1 I certify that all parts of this survey and drawing have been completed in accordance with the + .�current requirements of the Standards of Practice for Surveying in the State of Florida to the best my knowledge, information, and belief. of } h, 4. r ► YY -` -------------- ------------ �i. William H. Sommerville, III 07/19/22. T Florida License No. 0006141 r- OKEECHOBEE F1 FLC034 NW 1/4, SEC. 16, T-37-S, R-35-E OKEECHOBEE COUNTY, FLORIDA PROJECT N0. 21-5500 Vl �aa)} a ?T Leo\o Z m W U> O Z N 3 cY 0 L1i Ci O U I i Q O N N } W U LU ¢ N Q 0 - W� IL = Z Q (L a LL =Q U � W W U � r' 1- U F5 U C Q 2. 0 .> f'04 mo Cl) C m E y E u-, E C 0:t Im ya(9CD 5),E�m �jW E ?a1 CN t�1Dma� daocwE 1-13-3836-OACC-0000b0000 SALRYRR C/O CSXCORP 500 WATER STREET J910 JACKSONVILE FL 33202 1d1-37-350010 OOOOD-0130 MORAENRIQUE 2694SECROTONWAY STUART FL 34997.6690 1d73735 CA00,00001-AWW FT DRUM CORPORATION BOX 1177 OKEECHOBEE FL 34973-1177' 1.17-37 117.37- 1.1737- 1.17-37- 2-1637 35-0A00-00001-AA00 FT DRUM CORPORATION BOX1177 OKEECHOBEE FL 34973.1177 35-MOO- l-I000 FT DRUM CORPORATION BOX1177 OKEECHOBEE FL 34973.1177 35-0A0000001-J00 Fr DRUM CORPORATION BOX1177 OKEECHOBEE FL 34973-1177 35-0100-00001.00DO OKEECHOBEE COUNTY 3MA00DODDS-0000 SALRY RR C/OCSXCORP SOO WATER STREET J910 JA030NVILLE FL 33202 3-153735-0010004200110 ONROUTE EXPRESS SERVICES LLC C/OJEAN MCHARLESSR 9164 BIRMINGHAM DR PALM BEACH GARDENS FL 33410-5922 3-15-37-35-0_01040420D130 EPANOPTIX INC 7006 NW 40TH CT CORALSPRINGS FL 33065 315.37- 3.15.37 3.1537- 3-1537- 3-1537- 3-1537- 3.1537 3-1537 3 1537- 3 167- 3.16-37 3-16-37 3.1637- 31637- 316.37- 3.1637- 3-1637.3 31637.3 35-0010-0920-0140 35001000430,0140 ERVIN MATTE 920 NW 9TH STREET OKEECHOBEE FL 34972-2002 35-0010W42001S0 KOCHER KIMBERLY 918 NW 9TH ST OKEECHOBEE FL 34972 3.4010WM200170 GRAM PATRICIA ANN 916 NW 9TH ST OKEECHOBEE FL 34972-2002 3S-0MO-0MO.0080 RODGERS UNDA FAYE 11435 BRIGHTON KNOLL LOOP RIVERVIEW FL 33579.2110 350010-00430A300 MINONDOMICHAELA 917 NW 9TH ST OKEECHOBEE FL 34972-2001 3500100043_00120 ERVIN IEVERN 919 NW 9TH ST OKEECHOBEE FL 34972-20MI DALEMASSEY 315SW 11TH AVE OKEECHOBEE FL 34974-4017 14* .r.. s Y �' z � � -'fir'-� ^_le �' •_. � � }' ,. _ �` faaC . • . -� i 9 i �^^yy =.i' i +c.� �t a � � { I 3 �:`� pjt. d'r�-_.. _3� [ � - j c _ �: � - r.-_ _ ,�.r ✓:Y �:ti: P<�., ��` ? :�� - s� �'`f't iX NI -, _,�zydc_._... I �� a� Feuron No. �'�.-pU-3'SC- Affidavit Attesting to the Completeness and Accuracy of the List of Surrounding Property Owners I hereby certify under [he penalty of law or [he revocation of the requested approval sought [hat to [he best of my knowledge and belief, the attached list constitutes the complete and accurate list of the properly owners, addresses, and parcel identification numbers of all parcels and tracts within three hundred (300) feet not including intervening streets, alleys, or wa[¢rways, 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 affitlavi`[` is matle-rbased upon an inspection of the tax rolls of the Property Appraiser of Okeechobee County as of ��n l V �- / �U a-�-- and the Assertions made to me by members of that Office that the info^�rmation reviewed constitutes the most recent info/nr�mation available to that office. I therefore attest to this -7�) day of J'1 v. 4 u t� �� Signature of Applicant Oate K y t � ��-�� c �� Name of Applicant (printed or typed) STATE OF -- Ge�r'g,.T COUNTY OF �-�..."' � ii �"�--� The foregoing instrument was acknowletlgetl before me by means of physical prese nc¢ or online notarization, this �_ day of 1� r. � r /4 -r 20 by �� IL La t�G_ .who is personally known to m_e or produced as itlentiTication. �. AND ALL Oj'"'..� EXPIRES = � �,�/� 9 t GEORGIA j = $ _ s-tt-2pza __ Notary Public Signature �� '�UBt.\� -may , ' •T�Nt COJ `�. Ue... ann3pp r:,ge �..r n SITE SUMMARY SITE TYPE: NEW SITE DESIGN TOWER TYPE: MONOPOLE TOWER HEIGHT: 150'-0" APPURTENANCE HEIGHT: 160'-0" GROUND ELEVATION: 29.3't WIND SPEED: 145 MPH TYPE OF OCCUPANCY: TELECOMMUNICATIONS TOWER LATITUDE: 27. 15' 07.7"N (27.252140e) TOWER LONGITUDE: 80.50' 41.3"W (-80.844796e) ZONING JURISDICTION: CITY OF OKEECHOBEE COUNTY: OKEECHOBEE APN #: 3-16-37-35-0160-00110-0010 ZONING: INDUSTRIAL PARCEL SIZE: 226,076t SQ. FT. (5.19 ACRES) LEASE AREA SIZE: 2,500 SQ.FT (0.06t ACRES) POWER COMPANY: TBD TELEPHONE COMPANY: TBD PROJECT DIRECTORY LAND OWNER: CSX TRANSPORTATION. INC. C/O TAX DEPT. J910 500 WATER STREET, SUITE 1208 JACKSONVILLE, FL 32202 CONTACT:THOMAS PAULY PHONE: (9D4) 2793837 EMAIL: THOMAS PAULY@CSX.COM APPLICANT: CSX TRANSPORTATION, INC. C/O TAX DEPT. J910 500 WATER STREET, SUITE 1208 JACKSONVILLE, FL 32202 CONTACT: THOMAS PAULY PHONE: (904) 279-3837 EMAIL: THOMAS PAULY@CSX.COM SITE DESIGN/ENGINEER: FDH INFRASTRUCTURE SERVICES 6521 MERIDIEN DRIVE RALEIGH, NC 27616 CONTACT: JAMES R. BILLUPS, PE, CFM PHONE: (919) 755-1012 SURVEYOR: SMW ENGINEERING GROUP, INC 158 BUSINESS CENTER DRIVE BIRMINGHAM, AL 35244 CONTACT: PHONE: (205) 252-6985 ZONING DRAWINGS CITYITC H CITY SWITCH SITE ID: FLC034 CITY SWITCH SITE NAME: OKEECHOBEE SITE ADDRESS: 1117 NW 9TH ST OKEECHOBEE, FL 34972 NOTE: ANY CHANGES TO THE APPROVED PLANS MUST BE APPROVED BY THE PROPERTY OWNER. DIRECTIONS FROM PALM BEACH INTERNATIONAL AIRPORT, PALM BEACH, FL: HEAD EAST ON WELLINGTON RD TOWARD N FLORIDA MANGO RD. IN 367 FT, TURN RIGHT ONTO N FLORIDA MANGO RD. IN 249 FT, TURN LEFT ONTO WORTHINGTON RD. IN 0.2 MI, TURN LEFT ONTO S AUSTRALIAN AVE. IN 1.0 MI, TURN LEFT ONTO THE OKEECHOBEE BOULEVARD W RAMP. IN 0.2 MI, MERGE ONTO OKEECHOBEE BLVD. IN 0.3 MI, USE THE RIGHT 2 LANES TO MERGE ONTO 1-95 N VIATHE RAMP TO DAYTONA BCH. IN 5.7 MI, TAKE EXIT 76 FOR FL-708/BLUE HERON BLVD. IN 0.3 MI, USE THE LEFT 3 LANES TO TURN LEFT ONTO FL-708 WAN BLUE HERON BLVD (SIGNS FOR VA MEDICAL CNTR). IN 1.0 MI, SLIGHT RIGHT ONTO FL-710 W. IN 53.2 MI, USE ANY LANE TO TURN LEFT ONTO FL-70 WINE PARK ST. IN 2.4 MI, TURN RIGHT AFTER ADVANCE AUTO PARTS (ON THE LEFT). IN 0.6 MI, TURN LEFT ONTO NW 9TH ST. DESTINATION WILL BE ON THE LEFT. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: 1. FLORIDA BUILDING CODE 2020 4. LOCAL BUILDING CODE 2. ANSI/TIA-222—H 5. CITY/COUNTY ORDINANCES 3. NATIONAL ELECTRIC CODE 2017 6. 2020 FLORIDA FIRE PREVENTION CODE GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, THEREFORE HANDICAP ACCESS IS NOT REQUIRED. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. UNDERGROUND SERVICE ALERT UTILITIES PROTECTION CENTER, INC. l U 1 811 � e 48 HOURS BEFORE YOU DIG LEGAL DESCRIPTION REFER TO TOPOGRAPHICAL SURVEY AND SITE PLAN FOR LEGAL DESCRIPTION OF PARENT PARCEL AND LEASE AREA. LOCAL MAP SITE SCOPE OF WORK INSTALLATION OF AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF A 150.-0" MONOPOLE TOWER WITH 10' LIGHTNING ROD. THE TOWER WILL BE PLACED INSIDE A FENCED COMPOUND, INSIDE A 2,500t SQ.FT. TOWER COMPOUND AREA. SHEETINDEX SHEET NO. DESCRIPTION REV. NO. REVISION DATE T-1 TITLE SHEET 0 07/07/2022 S-1 SURVEY SHEET 1 OF 2 1 06/02/2022 S-2 SURVEY SHEET 2 OF 2 1 06/02/2022 GN-1 GENERAL NOTES 0 07/07/2022 GN-2 GENERAL NOTES 0 07/07/2022 C-1 SATELLITE SITE PLAN 0 07/07/2022 C-1.1 OVERALL SITE PLAN 0 07/07/2022 C-2 COMPOUND DETAILS 0 07/07/2022 C3 FENCE DETAILS 0 07/07/2022 CITY W C H 1900 CENTURY PLACE, SUITE 320 ATLANTA, GA 30345 I m 1", 00 00 . INFRASTRUCTURE SERVICES ENGINEERING INNOVATION POH iNRt,47RUCNRE BI-E9.— =I —DIEN diNEMLEIOH, NO 27e1e PHONE: %a]5( latx — Eta 71 -la]1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH IS PROHIBITED. SUBMITTALS ' e 6H2O22 PRELIMINARY 12 JRB 0 7l72022 CONSTRUCTION MTS JRB Dennis D. Abel, PE Florida license No. E2750 — This Item has been digitally signetl and sealed by Dennis D. Abei, PE, c n the dace Indicated hereln. Printed copies of this 22.07 d...ent aid no[ considered ' ♦f - e. f lgnee and sealed and -a rasa - slgnaturcmustbeverlfledon J Njj!g"&;' -041C +ny demm�icwvle:. L J- �� No 62750 :� S • 3 STATE ~ i0. , OF •;��` T � ��.FS•<OR10P 00 /ONA t "�c ��• nrm 7!7/2022 DENNIS D. ABEL. PE FDH INFRASTRUCTURE SERVICES, LLC COA 28282 FDH JOB NUMBER PR-006900 SITE ID: FLC034 SITE NAME: OKEECHOBEE FA LOCATION: 10126641 ADDRESS: 1117 NW 9TH ST OKEECHOBEE, FL 34972 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 a '^ - " Wiitlom H. Sommerville, Iil Yr1; M 06/02/22'" Fbrido license No. 0006141 —op— —op— —op— —oP— SIGHT DISTANCE 800 ±f 1 p 4 ± PUBLI _.. 31 .. - 31 -30 31 30" CMP -29- ELEV.,=28 21 POE CL OF DITCH: - CAPPED REBAR(FOUI STAMPED(DEHAYES PSM 51 N:1060999.896, E:706535. -- GRASSED') a,il\ � I Ir) LA Ja �0 i b �` IL0 � o _ �i o z 1 z i j 35.00' 5.00' 0; 0 U) z 5 ( N 89' � W Z)W Cqo NW 9TH STREET 1074' TO INTERSECTION RIGHT-OF-WAY VARIES NW 10TH AVENUE SPHALT SURFACE) 2B ,� OF DITCH W � o D i \ GRASSED ID q o U�� i M T I Olp \ POB O90 50'PO X50' TOWER COMUND AREA 2500.00 SO.FT.± 0.06 ACRES± 10 J \ 8 POB 10 30' WIDE ACCESS/� \ UTILITY CORRIDOR "26' E _oi 3 613.93 SO FT.± 0,08 ACRE ...— ._-- -._L....._.__._.. 7 G PLAT BOOK I PAGE 25 j BLOCK 11 w d o� o0 3 _-'C- o j vo GRASSED 0\ N a (ilo N h CENTER l m 0 GRASSED OF TOWER NO BUILDINGS PARENT TRACT zm S 89'52'26' W NEAR AREA CSX TRANSPORTATION, INC. 50.00' OF SITE 45' SETBACK LINE BOOK 745 PAGE 850 PARCEL: 3-16-37-35-0160-00110-0010 35.00' PER TAX CARD I SALRY RR, C/O CSX CORP PARCEL: 1-13-38-36-OA00-00002-0000 PER TAX CARD CAPPED REBAR(FOUND) GRASSED STAMPED(DEHAYES PSM 5178) 3L 0 — .__ 29 29 Tq OF DITCH 30— — — — _._. 31 ._._. 0 50' 100' SCALE: 1" = 50' LAND OWNER/CLIENT CSX 500 WATER STREET JACKSONVILLE, FL 32202 4 NORTH FOURTEENTH STREET BOOK 745 PAGE 850 SALRY RR PARCEL: 2-16-37-35-OA00-00005-0000 PER TAX CARD FLORIDA WESTERN & NORTHERN SEABOARD RAILROAD -ROW - - OW - - ROW 1 - - OW - - ROW - - ROW - - ROW - - LATITUDE: 27'15'07.705" NORTH LONGITUDE: 80'50'41.267" WEST (NAD 83) c GROUND ELEVATION: 29.3' ABOVE MEAN SEA LEVEL (NAVD88) 0 VICINITY MAP NW 9TH ST d Z * SITE PROJECT NO. 21-5500 FLORIDA WESTERN & y NORTHERN SEABOARD RAILROAD Y = Y MN R o ' W O Nw 8TH STWO N oZY �W20- pp� w MM _ NW 7TH ST OUa: Q OM NOT TO SCALE ROW i ROW GRID TO TRUE NORTH W U CONVERGENCE a J 0`04'15.8483" 0 J TRUE NORTH TO MAGNETIC W Q j DECLINATION (AlT N I 6 47 W Q — 0u Z8 COMBINED SCALE FACTOR IX 0.999944091 d U a d ( LEGEND U � ar � LL is 0 = 5/8" REBAR SET W � • = FOUND PROPERTY MARKER 0 �- $ POS = POINT OF BEGINNING W j POC = POINT OF COMMENCEMENT l- U POE =POINT OF ENDING N ♦ = CALCULATED POINT 2 0 (M) = MEASURED = POWER POLE ® = POWER BOX j ® = TELEPHONE PEDESTAL c = TEMPORARY BENCHMARK 0 d PK NAIL SET 20 y N ELEVATION = 30.9J' (5 c M CnCl E � 5 E C y¢ orn C r Q, ----ar—= RIGHT-OF-WAY W 'w m� E — — -oa—= OVERHEAD POWER 03 N v ROW F28W V} `.2 m a FLOOD NOTE By graphic plotting only, the subject MW property appears to lie in Zone 'X' of the Flood Insurance Rate Map o Community Panel No. 12093CO415C, 2' which bears on effective dote of n July 16, 2015 and IS NOT in a special flood hazard area. Zone 'X': Area of minimal flood A P990 hazard. OKEECHOBEE FLC034 29 NW 1/4, SEC. 16, T-37—S, R-35—E ROW -- R OKEECHOBEE COUNTY, FLORIDA 9 - hi SURVEYOR'S NOTES 1. 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 at time of field visit Topcon GM-55 and Topcon Hiper SR G.P.S. receiver, (R.T.K. network capable). 3. Bearings are based on Florida East State Plane Coordinates NAD 83 by GPS observation. 4. No underground utilities, underground encroachments or building foundations were measured or located as a part of this survey, unless otherwise shown. Trees and shrubs not located, unless otherwise shown. 5. Benchmark used is a GPS Continuously Operating Reference Station, PID DE9138. Onsits benchmark is as shown hereon. Elevations shown are in feet and refer to NAVD 88. 6. This survey was conducted for the purpose of a Site Specific Purpose Survey only, and is not intended to delineate the regulatory jurisdiction of any federal, state, regional 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 consideration when obtaining scaled data. 8. This Survey was conducted with the benefit of an Abstract Title search. 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 1A). 10. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Board for a Class a Survey. 11. Field data upon which this map or plat is based has a closure precision of not less than one -foot in 15.000 feet (1':15.000') and an angular error that does not exceed 10 seconds times the square root of the number of angles turned. Field traverse was not adjusted. 12. This survey is not valid without the original signature and the original seal of a state licensed surveyor. 13. This is a Site Specific Purpose Survey and does not include the entire parent parcel. 14. Zoning: (as supplied by client) Zoning Jurisdiction: City Zoning Land Use: 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. FT DRUM CORPORATION PARCEL: 1-17-37-35- AW-00001-1000 PER TAX CARD 4. ERVIN LEVERN PARCEL 1-15-37-35-0010-00430-0120 PER TAX CARD NW 9TH STREET z3. r r ��` -`' i I3 �1� �i' 1 l.._.._ 1. NORTH FOURTEEN STREET C M m 2. FLORIDA WESTERN & NORTHERN SEABOARD RAILROAD C PARENT TRACT (BOOK 745 PAGE 850) 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 Block 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 of and contiguous with said Block 11; 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. 50' x 50' TOWER COMPOUND AREA (AS -SURVEYED) Fn o 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, said Okeechobee County, Florida and being more particularly described as follows: Commencing at a capped rebar, stamped DEHAYES PSM 5178, found marking the Northwest corner of said tract, having 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" rebar and the Point of Beginning; thence run N 89'52'26" E for a distance of 50.00 feet to a d point. thence run S 00'07'34" E for a distance of 50.00 feet to a point; thence run S 89'52'26" W for a distance of Z 50.00 feet to a point; thence run N 00'07'34' W for a distance of 50.00 feet to the Point of Beginning. Said tower PROJECT NO. compound area contains 2,500.00 square feet or 0.06 acres, more or less. 21-5500 30' WiDE ACCESS & UTIUTY CORRIDOR (AS -SURVEYED) a m 3 A portion of the CSX Transportation, Inc. tract described in Book 745. Page 850 as recorded in the Office of Clerk of Y m m LL Circuit Court for Okeechobee County, Florida. lying in the Northwest 1/4, Section 16, Township 37 South, Range 35 m o B Z N East, said Okeechobee County, Florida and being more particularly described as follows: # W o & o W J a W Commencing at a capped rebar, stamped DEHAYES PSM 5178, found marking the Northwest corner of said tract, having o U IL a o ((N» N 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" rebar; thence run N 89'52'26" E for a distance of 25.00 feet to the Point of Beginning; of an Access & Utility Corridor being 30 feet in width and lying 15 feet each side of the following described centerline; thence run N 00'00'00" W for a distance of 56.21 feet to a point; the beginning of an 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 w U run along said arc for 64.26 feet to a point on the Southerly right-of-way of NW 9th Street, a variable public > right-of-way and the Point of Ending. Said easement contains 3.613.93 square feet or 0.08 acres, more or less. W J n En Q WEu "' a ZIX 0 PLOTTABLE EXCEPTIONS Fidelity National Title Insurance Company lL a� Commitment for Title Insurance Order No. 10373162 _U } Date April 14, 2022 © 8:00 am LL > P< Schedule B, Section II W U) W Exception No. Instrument Comment U) 1-5.7-8 Standard exceptions. Contain no survey matters. U / Book 731, Page 1040 \n © \ Book 737, Poe 1215 /1 fficint Affects Parent Tract but contains 9 insufficient information to plot, show, or determine offects on subject lease Area or Ingress/Egress & Utility Easement. o U C Q. SURVEYOR'S CERTIFICATION ° N N _� 1 certify that all parts of this survey and drawing have been completed in accordance with the m E ,�+, current requirements of the Standards of Practice for Surveying in the State of Florida to thecu ~ best of my knowledge, information. and belief. a5 15 a m o `J '/ 5 V a co o N Lw2 C'mEu�im no V LU 6 N 3 Iff rn� E co William H. Sommerville, III OW 06/02/22" Florida License No. 0006141 d ;_.Ipgd OKEECHOBEE FLC034 NW 1/4, SEC. 16, T-37-S, R-35-E OKEECHOBEE COUNTY, FLORIDA GENERAL NOTES: 9. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY OWNER'S ABBREVIATIONS 1, EVERY EFFORT HAS BEEN MADE IN THE CONSTRUCTION DOCUMENTS TO PROVIDE A REPRESENTATIVE. A/C AIR CONDITIONING LBS COMPLETE SCOPE OF WORK. MINOR DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL NOT EXCUSE CONTRACTORS FROM COMPLETING THE PROJECT AND 10. DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP THE APPROVED AFF ABOVE FINISHED FLOOR LTE IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONSTRUCTION DRAWINGS AND SUBMITTING THE REDLINED SET TO OWNER'S AGL ABOVE GROUND LEVEL, MAX REPRESENTATIVE UPON COMPLETION. DOCUMENT ALL WORK PERFORMED WITH ABOVE GRADE LEVEL MECH 2. BIDDING REQUIREMENTS PHOTOGRAPHS TO BE SUBMITTED WITH REDLINED CONSTRUCTION DRAWINGS. AWS ADVANCED WIRELESS SERVICE MTL a. PRIOR TO THE SUBMISSION OF BIDS, VISIT THE JOB SITE TO BECOME FAMILIAR WITH BBU BATTERY BACKUP UNIT MFR ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. VISIT THE SITE WITH THE CONSTRUCTION DOCUMENTS TO VERIFY FIELD DIMENSIONS AND CONDITIONS TO 11. PROVIDE SUPPORTS FOR CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE BLDG BUILDING MGR CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. ANTENNAS IN ACCORDANCE WITH ALL MANUFACTURER'S REQUIREMENTS. BILK BLOCKING MIN b. PROVIDE NOTIFICATION TO OWNER'S REPRESENTATIVE IN WRITING OF ANY CONFLICTS, CLG CEILING MISC ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF PRICE PROPOSAL. IN THE EVENT 12. A STRUCTURAL ANALYSIS AND A MOUNT ANALYSIS (IF REQUIRED) TO DETERMINE THE CLR CLEAR NA OF DISCREPANCIES, PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS STRUCTURAL CAPACITY TO SUPPORT THIS PROPOSED EQUIPMENT WAS PERFORMED CONIC CONCRETE NIC DIRECTED OTHERWISE. OUTSIDE THE SCOPE OF THIS PROJECT. CONT CONTINUOUS NO c. WHEN TOWER IS OWNED BY A THIRD PARTY, CONTACT TOWER OWNER D DEPTH NTS REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 13. CONFIRM THAT THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS, MOUNT ANALYSIS AND DBL DOUBLE OC d. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONFIRM (PRIOR TO SUBMITTING ANY ASSOCIATED MODIFICATIONS HAVE BEEN FOLLOWED AND COMPLETED AS REQUIRED TO DEG DEGREE BID) THE PRESENCE OF POST TENSION TENDONS. INCLUDE PROVISIONS FOR X—RAY SUPPORT THE EQUIPMENT ASSOCIATED WITH THIS PROJECT. OD PROCEDURES TO LOCATE THE TENDONS PRIOR TO CONSTRUCTION. 0, DIA DIAMETER PCs SPECIAL INSPECTIONS: DIAG DIAGONAL 3. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. 1. WHEN REQUIRED, PROVIDE SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT ON ON DOWN PDU CONSTRUCTION DOCUMENTS ARE INTENDED FOR DIAGRAMMATIC PURPOSES ONLY, UNO. INSPECTOR, APPROVED BY OWNER'S REPRESENTATIVE AND THE LOCAL JURISDICTION. DET DETAIL PROJ DWG DRAWING PROP 4. FURNISH ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS NECESSARY TO E EXISTING PT COMPLETE PROJECT AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY THE REPORT TO THE OWNER'S EA EACH PVC REPRESENTATIVE, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL. ELEV, EL ELEVATION REQ 5. SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONSTRUCTION DOCUMENTS. ELEC ELECTRICAL RF PROVIDE ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND EQ EQUAL RM PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. EQUIP EQUIPMENT RO EXT EXTERIOR RRH 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT FIF FIBER INTERFACE FRAME, SHT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL FACILITY INTERFACE FRAME SIM ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, FIN FINISH SPEC AND LOCAL AND STATE JURISDICTIONAL CODES APPLICABLE TO THE WORK. FLUOR FLUORESCENT SF FLR FLOOR SS 7. CONSTRUCTION COORDINATION REQUIREMENTS FT FOOT, FEET STL a. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO START OF GA GAUGE SUSP WORK. GALV GALVANIZED TMA b. OBTAIN ALL PERMITS. SCHEDULE AND COORDINATE ALL INSPECTIONS. GC GENERAL CONTRACTOR TND c. PROVIDE, AT THE PROJECT SITE, A FULL, CURRENT SET OF CONSTRUCTION GRND GROUND TYP DOCUMENTS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. GSM GLOBAL SYSTEM MOBILE UMTS d. RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO GYP GYPSUM BOARD STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION HORZ HORIZONTAL LINO DOCUMENTS. e. PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL HR HOUR VERT BUSINESS. HT HEIGHT W/ f. PROVIDE FALL PROTECTION IN ACCORDANCE WITH FEDERAL, STATE, LOCAL, AND ID INSIDE DIAMETER W/O OWNER REQUIREMENTS. IN INCH, INCHES WCS 9. IF FAA LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY INSUL INSULATION ELECTRICAL SERVICE THAT IS TO BE INTERRUPTED, MAINTAIN THE NECESSARY LIGHTS INT INTERIOR WP DURING CONSTRUCTION AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A L LENGTH DISRUPTION. h. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2—A OR 2—A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION, L STRUCTURAL COMPONENTS OF ADJACENT FACILITIES SHALL 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 BUILDING 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, LINO, OR WHERE LOCAL CODES OR ORDINANCES DIRECT OTHERWISE. POUNDS -, LONG TERM EVOLUTION C ITY S W ITC H MAXIMUM MECHANICAL METAL 1900 CENTURY PLACE, SUITE 320 MANUFACTURE ATLANTA, GA 30345 MANAGER MINIMUM MISCELLANEOUS NOT APPLICABLE NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER . INFRASTRUCTURE OUTSIDE DIAMETER SERVICES PERSONAL COMMUNICATION SERVICE ENGINEERING INNOVATION R1x wRuu1HaxTUNE 8EKA=l POWER DISTRIBUTION UNIT -sal uEa DIEM oenEa,uEION, No n 6 PRONE: a1a-T611013 F,V4: 119-766.16al PROJECT THE INFORMATION CONTAINED IN THIS SETOF PROPERTY DOCUMENTS IS PROPRIETARY BY NATURE. PRESSURE TREATED REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS POLYVINYL CHLORIDE WITHOUT THE PERMISSION OF FDH IS PROHIBITED. REQUIRED SUBMITTALS RADIO FREQUENCY REV DATE DESCRIPTION BY CH; ROOM A 4162022 PRELIMINARY MTS JRE ROUGH OPENING B 6n2022 PRELIMINARY MTS JRE REMOTE RADIO HEAD 0 7n2022 CONSTRUCTION Mrs JRE SHEET SIMILAR Dennis D. Abel, PE -- Rodda License No. 62750 -- SPECIFICATION This item has been dlg.tally SQUARE FOOT signed and sealed hyDennis D.- Dennis Abef STAINLESS STEEL Abel, PE, an the date...-..-.-- hamn. Pdnledcoples of this ^ STEEL document are not considered •��.©Q` e3 7.07 s.gnedandsealedandthe �• �,,fS �!.` SUSPENDED signature most he ved0ed on 6,��.� a•.�[.7s((y�ii�t a�(�/I `R,}f/�I ••a anyelectrunic copies. TOWER MOUNTED AMPLIFIER �� C • •�` V S=•AI tl TINNED a : NO 32-150 r •• TYPICAL UNIVERSAL MOBILE TELECOMMUNICATION SERVICE .� UNLESS NOTED OTHERWISE �� : STATE OF VERTICAL ••'V i��0ke A% WITH P =!(7, �j �Sl '•. 0 R ti 0• \ WITHOUT ,��OON ��I& % WIRELESS COMMUNICATION A,- !�l SERVICE WATER PROOF 7J7/2022 DENNIS D. ABEL, PE FDH INFRASTRUCTURE SERVICES, LLC COA 28282 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, MAINTAIN CONTINUOUS EROSION CONTROL ON THE DOWNSTREAM SIDE OF THE SITE. 8. 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 D698). 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 LIFTS 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, PORTLAND CEMENT TYPE II, LINO REINFORCING STEEL ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy=60 Ksi, LINO 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(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. 014 ARE SUBMITTED. 2. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" - FORMED SURFACES EXPOSED TO EARTH OR WEATHER <2: #6 BARS) 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (5 #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. AIR 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. 5. 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 BEND 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, LINO. TEST ADHESIVE ANCHORS TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL JURISDICTION. STRUCTURAL STEEL NOTES: 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: WIDE FLANGE SHAPES ASTM A992, GRADE 50 SHAPES, PLATES, ANGLES, & RODS ASTM A36, 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 A123/A123M-00 ALL STEEL EXPOSED TO WEATHER AND WHERE NOTED. 4. CONFORM TO ALL AISC AND AWS STANDARDS FOR WELDING. PERFORM WELDING BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 XX ELECTRODES. USE ONLY PRE -QUALIFIED WELDS AS DEFINED BY AWS. 5. PROVIDE COLD -FORMED STEEL FRAMING MEMBERS OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. 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, LINO. 7. FOR NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING, USE 5/8" DIA. A307 BOLTS, LINO. 8. PREPARE AND PAINT IN ACCORDANCE WITH THE PAINT MANUFACTURERS WRITTEN INSTRUCTIONS, UNO. 9. TOUCH UP ALL FIELD DRILLING, 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 BACKFILL AT THE POINT OF ORIGIN OR SHALL BE RE -DISTRIBUTED ON THE ROW IN THE NEAR VICINITY OF THE POINT OF ORIGIN. Dennis D. Abel, PE Florida License No. 62750 This item has been digitally signed and sealed by Dennis D. Abel, PE, on the date indicated herein. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by Dennis Abel Date: 2022.07.07 15:50:31-04'00' C ITYS VIT CH 1900 CENTURY PLACE, SUITE 320 ATLANTA, GA 30345 fm V w4r ] , , O . INFRASTRUCTURE SERVICES ENGINEERING INNOVATION FDn IMFA/5i1WCTUxE Bf1iVILFD = es, MenioiBn oxnt<xueian, xc nele rxonB: BIB-tsslBlx Fuc nB•Tea•iB�, THE INFORMATION CONTAINED IN THIS SETOF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH IS PROHIBFrED, 1 SUBMITTALS 1 A 4/B/2072 PRELIMINARY MTS JRB B .,. PRELIMINARY Mrs JRB B 1 7l72022 CONSTRUCTION Mrs JRB yDAN)F Na 62750 r :CC STATE OF iQ/ v. ,�•. 717/2022 DENNIS D. ABEL, PE FDH INFRASTRUCTURE SERVICES, LLC COA 28282 FDH JOB NUMBER PR-006900 SITE ID: FLCO34 SITE NAME: OKEECHOBEE FA LOCATION: 10126641 ADDRESS: 1117NW9THST OKEECHOBEE, FL 34972 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-2 NOTES: 1. 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. 6. SITE PLAN AND PROPERTY LINES DEVELOPED FROM SURVEY COMPLETED BY SMW 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. 8. CONTRACTOR WILL NOT START CONSTRUCTION UNTIL AFTER THEY HAVE RECEIVED THE PRE —CON 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 PROTECT ALL SUB —SURFACE UTILITES. DO NOT SCAL OFF THESE PLANS FOR ANY BELOW GRADE UTILITIES. 10. CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD UTIUTES PIOR TO EXCAVATION. CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY REPAIRS WITH RESPECTIVE UTIUTY COMPANY. 11. 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 JURISTICTION: CITY OF OKEECHOBEE ZONING: INDUSTRIAL LAND USE: — PARCEL NUMBER: 3-16-37-35-0160-00110-0010 LATITUDE: 27'15'07.7'N LONGITUDE: 80'50' 41.3' W LEGEND: oHP — — OVERHEAD POWER — X — X — PROPOSED CHAIN —LINK FENCE — x x — EXISTING FENCE — — — — — EXISTING EASEMENT — — — — — PROPOSED EASEMENT Row RIGHT—OF—WAY — — — — — PROPOSED LEASE AREA EXISTING ROAD / TURNAROUND — — — — PROPERTY LINE OVERALL SITE PLAN 11"07" SCALE: 1" = 50' 24"x36" SCALE: I" = 25' Dennis D. Abel, PE ��y, Florida license No. 61750 This Item has been digitally signed and sealed by Dennis D. Abel, PE, -the date Indlwte0 herein. Frin[en.lt.sld d t4,;-��3 tl a 07•07 docvmen[are not considered .1. �, slgnetl and sealed and the t �� j�� signatotemosie • , any elettranlc copcopies. wo. No c••�`� u2750:< 3 STATE OF = V AL 7/7/2022 DENNIS D. ABEL, PE FDH INFRASTRUCTURE SERVICES, LLC COA 28282 NOTES: 1. 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. 1 5. UTILITIES TO BE CONFIRMED DURING SITE VISIT. 6. SITE PLAN AND PROPERTY LINES DEVELOPED FROM SURVEY Ij COMPLETED BY SMW 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 III 12093CO415C DATED JULY 16, 2015. 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: 80'50'41.3"W a� 3W V)w �= V 0)2 J wQ 3:0 a Z Do o_ LEGEND, oHP -- OVERHEAD POWER - x — x - PROPOSED CHAIN -LINK FENCE - x x - EXISTING FENCE EXISTING EASEMENT - - - - - PROPOSED EASEMENT ROW RIGHT-OF-WAY — - - - — PROPOSED LEASE AREA EXISTING ROAD / TURNAROUND — - - — PROPERTY LINE /— CENTERLINE OF DITCH / PROPOSED 30' WIDE ACCESS 8 UTILITY CORRIDOR WII EXISTING CULVERT — — � — _ — — _ — — — — EXISTING POWER POLE EXISTING OVERHEAD POWER LINE EXISTING OVERHEAD TELEPHONE LINE iC 9 V N 0 0 PROPOSED 8'-0" CHAIN LINK FENCE. SEE DETAIL SHEET C3 PROPOSEDI4'-0" — — — — — — -- E DOUBLE SWING x x ACCESS GATE II L — — — J L PROPOSED 150' MONOPOLE — -- — — -- — I TOWER x - - - -I x ------------ --- --- PROPOSED 12' WT GRAVEL ACCESS DED 10'X20' x 120'-0"t PARKING SPACE -x —x 141'-6"t l x 36pt x x —x —x PROPOSED 5'-0"x5'-0" PRECAST CONCRETE RAIL ROAD EQUIPMENT PAD W/ 3' -O" H-FRAME SITE PLAN 11"07" SCALE: 1" = 20' 24"x36" SCALE: 1" = 10' 20' 10, 0 20' 40' 1 "=20' 30'-0"t 51'-6"t 220't' I I -1 NEAREST RESIDENTIAL STRUCTURE I C ITYiS�W ITC H 1900 CENTURY PLACE, SUITE 320 ATLANTA, GA 30345 O . INFRASTRUCTURE SERVIC E5 ENGINEERING INNOVATION FDH INFP0.57RUL-NRE EERJICES. LlL Isul MERIDIEN—FALEIGN, NL 27516 PHGNE. BIB 755-1012 FAX: 919-755.1031 THE INFORMATION CONTAINED IN THIS SETOF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH IS PROHIBITED. SUBMITTALS e 1 6/12022 I PRELIMINARY 1 MTS JRB D 7I72022 CONSTRUCTION MTS JRB Dennis D. Abel, PE Florltla License No. 62750 I Ita SI ne This Item has been digitally - �signed and sealed by Dennis D. Abel, PE, on the date Indicated herein. Printed copies of this '1E i/&'-S '22 07.0 document are nor eDDsmerea /I a L -/1l/J signed and sealed and the 'J,j signature muslbevcrl6ed on' .2 �10�1 any electmnlc copies. No J2I50 -� 47 : sY 73 S A'TE OF = V ''.ems•.<,�R,aA:��`,• ONA` 0 I DENNIS D. ABEL, PE 7n/2022 FDH INFRASTRUCTURE SERVICES, LLC COA 28282 STATE LICENSE NO. 62750 FDH JOB NUMBER: PR-006900 SITE ID: FLC034 SITE NAME: OKEECHOBEE FA LOCATION: 10126641 ADDRESS: 1117NW9THST OKEECHOBEE, FL 34972 SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: C-1.1 NOTES: 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF PARCEL INFORMATION: PROPOSED 1RECORD. LIGHTNING RODOD OWNER: CSX TRANSPORTATION C I TY S W IT C H PROPOSED CSX 2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WALL RESULT FROM WHIP ANTENNA THIS FACILITY. JURISTICTION: CITY OF OKEECHOBEE 1900 CENTURY PLACE, SUITE 320 I_ 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN ZONING: INDUSTRIAL ATLANTA, GA 30345 HABITATION, THERE IS NO HANDICAP ACCESS REQUIRED. LAND USE: - 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. PARCEL NUMBER: 3-16-37-35-0150-00110-0010 5. UTILITIES TO BE CONFIRMED DURING SITE VISIT. LATITUDE: 2715'07.7"N �J 6. SITE PLAN AND PROPERTY LINES DEVELOPED FROM SURVEY LONGITUDE: 80'50'41.3"W FUTURE ANTENNA COMPLETED BY SMW ENGINEERING GROUP, INC, DATED 9/28/2021. q _ ARRAYS CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO n - COMMENCEMENT OF CONSTRUCTION. U) -H _ _� . INFRASTRUCTURE L) z q 7. PROPOSED SITE IS LOCATED IN EXISTING FLOOD ZONE X ACCORDING SERVICES Z H N v 4 TO FEMA PANEL # 12093CO415C DATED JULY 16. 2015. '� ENGINEERING INNOVATION Q w Q 1-2 * - 5531DMERIDFI�ENdihERALEIG�H,NC-1E dN W Z N N 50'—D• RMONE: 91B-]351012 F.31I: BIB-]53-1011 d U I- Z0 HQ I 5'-0' "THE INFORMATION IN THIS SET OF 25-0OMEIS PROPRIETARYB ATUREw�O w o a RW N y 5—DUCTION OR CAUSING REPRODUCED (A O z THE HOLE OR ANY PART OF THESE DRAWINGS OIL 0 Fes! W LU Z x X— X— X— x— X x— X— x— X— X X WITHOUT THE PERMISSION OF FDH IS PROHIBITED. It a W LL a w z SUBMITTALS U. 0 , 0 O 1% z PROPOSED CSX x - -- — — — — z LL FOLDED DIPOLE — -- - — --- --- - --- --- - - x REV DATE DESCRIPTION BY OHKD W O W U.Q A 4/5/2022 PRELIMINARY MTS JRB � Ofi 0 LL � ANTENNA I B 6/1/2022 PRELIMINARY MTS JRB W z F 0 7O/2022 CONSTRUCTION MTS JR13 W U. z 1.J O x 10'-Ox15'-0" 10'-Ox20'-0" x W z z w a FUTURE FUTURE Dennis D. Abel, PE - U U H-j LL EQUIPMENT AREA Florida License No.62750 _ _ = K W EQUIPMENT AREA I This Item has been digitally _ W W 2 x ( signed and sealed by Dennis D. U z ,� * PROPOSED - x p Abel, PE, on the date Indlcated - - w Of MONOPOLE TOWER I I •I U z in PROPOSED DOUBLE I_ __. _ _ _ _� _ _ _ _ _ _ _ LO N herein, d LIB W sl ned and sealed and the _ a �' O c� II SWING ACCESS GATE x x g D AI'3� •:1 04t I- 1'3 anyewn-iccopiesrified on r �; r- nr i z _ PROPOSED150' I x O • No J`L/JO • ' � � F MONOPOLES TOWER z x STATE Or VFUTURE AI IL I` I 10.0 EQUIPMENTAREA x /�sC'1L O R I.0.%`1,, v /O N l�l �. �� x ''��f 1111101, z L J z 7!7/2022 DENNIS D. ABEL, PE Fw- x x FDH INFRASTRUCTURE SERVICES, LLC z - COA 28282 w STATE LICENSE NO. 62750 x I x FDH JOB NUMBER: O I I ,o•-oxls'-o" PR-006900 PROPOSED FENCE - FUTURE I o of EQUIPMENT AREA I x I SITE ID: FLC034 x .___. _.._ ___ — _.- _- SITE NAME: OKEECHOBEE x—x x x—x—x—x—x—xx PROPOSED 10'X20' PROPOSED 5'-0"x5'-0" FA LOCATION: PARKING SPACE 5'-3" NOTE: II I_I I -I I I I II I II I RAILPRECAST CONCRETE ROADEQUPMENTPAD 10126641 1.) PROPOSED TOWER WILL BE PAINTED II I II I _I I I I I— 17'-0' W/3•-0"H-FRAME FLAT BLUE, GRAY OR BLACK. ADDRESS: 2.) THE SCOPE OF WORK DOES NOT 1117 NW 9TH ST INCLUDE A STRUCTURAL EVALUATION OF OKEECHOBEE, FL 34972 THIS TOWER OR STRUCTURE. NEW ANTENNAS TOWER ELEVATION COMPOUND PLAN AND EQUIPMENT SHOWN ON THIS PLAN HAVE NOT BEEN EVALUATED TO VERIFY THE 11"x17" SCALE: 1" = 20' 11"07" SCALE: 1" = 10' TOWER OR STRUCTURE HAS THE CAPACITY 24"x36" SCALE: 1 " = 10' 24"x36" SCALE: 1 " = 5' SHEET TITLE: TO ADEQUATELY SUPPORT THESE ANTENNAS. PRIOR TO ANY ANTENNA OR 20' 10, 0 20' 40' 10, 0 10, 20' COMPOUND DETAILS EQUIPMENT INSTALLATION, A STRUCTURAL EVALUATION OF THE TOWER OR STRUCTURE, INCLUDING ALL ANTENNA MOUNTING - - _- sHEET NUMBER: SYSTEMS & HARDWARE SHALL BE 111=20' PERFORMED. -2 CALLOUTS: 0 I 3" O.D. GALVANIZED STEEL SCHEDULE 40 CORNER POSTS (PER ASTM—F1083). O2 2-1/2" NOMINAL GALVANIZED STEEL, SCHEDULE 40 INTERMEDIARY LINE POSTS (PER ASTM—F1083). LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 10' O.C. O3 1-5/8" O.D. ROUND TOP RAIL & BRACE PIPE RAIL (PER ASTM — F 1083). O 9 GAUGE FABRIC CORE WIRE WITH 2" MESH (TO CONFORM TO ASTM—A392). OS 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. O6 9 GAUGE ALUMINUM TENSION WIRE. O3 STRANDS 14 GAUGE BARBED WIRE WITH 4 POINT BARBS. SPACE BARBS APPROXIMATELY 5" O.C. Oe 3/16"x3/4" STRETCHER BAR; TO EXTEND FULL HEIGHT OF FENCE. Og 3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD. 10 " O 1-5 8DIAMETER CORNER POST BRACE. CE. 11 MAINTAIN A 1" MAXIMUM CLEARANCE FROM FINISHED GRADE. 12 PROVIDE CROWNED/PITCHED FINISH FOR FENCE POST PIER FOUNDATIONS; TO EXTEND 1"ABOVE GRADE. 13 6" CRUSHED STONE (TYP.). 14 FINISHED GRADE SHALL BE UNIFORM AND LEVEL. 75 4" O.D. GALVANIZED STEEL SCHEDULE 40 GATE POSTS (PER ASTM—F1083). O16 1-1/2" NOMINAL PIPE FOR GATE FRAME BRACE RAIL (PER ASTM F-1083). DUCK BILL OPEN GATE HOLDER. CONTRACTOR TO VERIFY 17 EXACT LOCATION PRIOR TO INSTALLATION. 18 MULTI—TENTANT LOCKING DEVICE. 1g PROPOSED GEOTEXTILE FABRIC. CONCRETE PIER FOUNDATION; TO ACHIEVE A MINIMUM 20 STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE DEPTH TO BE A MINIMUM OF 6" BELOW FROST LINE (48" MINIMUM, TYP.). 21 12"x24" 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 REQUIRES. 3. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE GALVANIZED (HOT DIP, ASTM A120 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. CALLOUTS: O GATE LEAF \ 3/8" HOLES (TYP.) —i i a 1' GATE FACE — ACCOMODATING MULTI—TENTANT LOCK 11 "x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S. 0 (TYP.) �10'-0" MAXIMUM SPACING x x x x x — x x — x x — x x — x 8 9 I <><O 4 0 14'-0" WIDE DOUBLE SWING ACCESS GATE 7'-0" GATE x x— x x x x — x x— x x x x — x— x— x x x x 1'-0" — 10" i ED L SIDE VIEW DROP ROD ASSEMBLY DETAIL 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S. GATE KEEPER DETAIL 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S. FENCING DETAIL 11"07" SCALE: N.T.S. 24"x36" SCALE: N.T.S. TOP VIEW METAL MUSHROOM STOP INSTALL WITH SLOP PARALLEL WITH CLOSED GATES xx x�( xxxx x— x— x x— x x x x— x— x x— x x x UR \\LI _ N' \i\ o u 1'-2 Dennis D. Abel, PE Florida License No. 62750 This item has been digitally signed and sealed by Dennis D. Abel, PE, on the date indicated herein. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. MULTILOCK INSTALLATION: SIDE VIEW LATCH ASSEMBLY DETAIL 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S. FINISHED GRADE CONCRETE MUSHROOM STOP DETAIL 11"07" SCALE: N.T.S. 24"x36" SCALE: N.T.S. 6 21 5 %; N II u 10" C ITY S TC H x 1900 CENTURY PLACE, SUITE 320 x IATLANTA, GA 30345 Digitally sign) by Dennis Ab Date: 2021M 15:52:15 -04' 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 IN 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 BOLT (TYP.) GATE LOCK ASSEMBLY DETAIL 11"x17" SCALE: N.T.S. 24"x36" SCALE: N.T.S. O . INFRASTRUCTURE SERVICES ENGINEERING INNOVATION FDH INFM97PolCTUPE �. LLL =IMFJU131-1 1—IGM 11-7C1 PMO 919-1361012 F— 910-763.10i1 THE INFORMATION CONTAINED IN THIS SETOF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH IS PROHIBITED. SUBMITTALS A 4WII22 1 LIMINARY MTSAR-B PRELIMINARY MTS0 7172022 CONSTRUCTION MTS sDANjjC� 1 Q�li. Na 62750 .�;r�. STATE OF is 1110 7/7/2022 DENNIS D. ABEL, PE FDH INFRASTRUCTURE SERVICES, LLC COA 28282 FOH JOB NUMBER: PR-006900 SITE ID: FLC034 SITE NAME: OKEECHOBEE FA LOCATION: 10126641 ADDRESS: 1117 NW 9TH ST OKEECHOBEE, FL 34972 SHEET TITLE: FENCE DETAILS SHEET NUMBER: C-3 CiTYSWIT cH 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 91h 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 permit 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. CITYSW,ITCH 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: ower Type Separation Distance Monopole or camouflaged 1300 percent height of tower, up to a !maximum of 200 feet -- ... -------- ,Lattice 1300 percent height of tower or 200 feet, 1whichever 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 CIT SWITCH 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 Less Supporting or Feet in Height or �fhan 75 Feet in Guyed Greater IiHeight Camouflaged or monopole 75 feet 1500 500 250 in height or greater Camouflaged or monopole less i250 250 1250 than 75 feet in height Lattice 1,500 500 1250 • 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 300% 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 CiTYSWIT cH 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' CIT SW -,ITCH 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: 1) 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. CIT�YS-W�ITCH • 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 CITYSWIT CH 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: I ) 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 (NIER) 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, U� mom; Abby Mazzetti SVP & Chief Operating Officer CitySwitch II -A, LLC 1900 Century PI NE, Suite 320 Atlanta, GA 30345 Phone: (404) 857-0858 �� ats�t JuIY 27, 2022 Ra: RF Justification for HRR Sita FA '156'I'119t, West Okae Relo AT&T's RF department has been asked to provide RF coverage maps for proposed site West Okae Relo, the subject of this application. AT&T intends to remove its equipment from the SBA tower (West Okae) located at 2773 NW 8'^ Street in Okeechobee and install it on the proposed tower to be located at 11'17 NW 9'^ St in Okeechobee. Figure � 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. � azwv\eve�IDY ICBmI , �� Figure � —Predicted coverage map of ATS,T's Mobility network with the SBA site (West Okee) and its antennas at '120' Tf r� � _�� _ ��-:� �,.1 � $ . w 4 �N, IO�KEE\ 7 '� y� ��+ 'ts -'i _, ,t _ � �� zast. "`i � FD �...� o. -o � � �Z.� 3 T'!_ Lim Figure 2 —Predicted coverage map of ATBT'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 ATBT 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, araxc $rosseaw George Brosseau Principal RF Design Engineer AT&T Mobility (56'1) 3'12-3000 Sabre Industries'" INNOVATION OELIV ERED May 3, 2022 Tim Cook CitySwitch, LLC t900 Century Place NE, Suite 320 Atlanta, GA 30345 RE: Proposed � 50' Sabre Monopole for Okeechobee, FL Dear Mr. CooK, Upon receipt of order, we propose to design and supply the above referenced Sabra monopole for an Ultimate Wind Speed of 145 mph without ice, Risk Category 11, Exposure Category C, and Topographic Category 1, in accordance with the Telecommunications Industry Association Standard ANSI/TIA 222-H-201 7 "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 avant where the design wind speed is exceeded within the range of the built-in safety factors. In addition, it is unlikely that loading affects due to extreme atmospheric Icing woultl 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 tlesign 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. P/ease note that this /after on/y app/ies fo the above referenced monopo/e designed and manufactured by Sabre /ndustrias. cur w„„ Sincerely, Robert E. Beacom, P.E., S, Engineering Manager sabre Industries, Inc. � 7101 Southbridge Drive "Sioux City, IA 51111 P: 712-258-6690 F: 712-2J9-0814 W=WWW.Sabf¢IIIdUStfIeS.COM atatt z232a lat Ramblat, swte aoo Mlision Vlefo, G 93fi91 October 2J, 2p2p Edwin E. Walpole, 111 P.O. Box 117J Okeechobee, FL 349T3 Re: ATffiT Ce115ite Leas¢-2JJ3 NORTHWEST STH STREET, OKEECHOBEE, FL )FA: 30126641 Site Name: WE6TOKEE Dear Landlord, ATffiT is in a very competitive space and we need to ensure ChaC our lease terms and conditions are supportive of our current and future needs. ATgaT has the option to either eMentl or terminate the above referenced lease ("Lease^) in approximately three years. ATffiT is instituting a n w program to evaluate terms antl conditions of ali leases coming up for renewal, explore advance renegoHa[ion optipns and consider possible alternative sit¢ locations. Our Flrst choice Is to create a new agr¢emenC [ha[ serves bath parties well. Conditions we tlesire to Implement in ail new "go forward^ leases Include: a "Real Estate RIgh6": In its simplest form, a lease right <O uLlize the ¢mire RAO center without any ^per [ouch" tent upcharges. Rents reduced [p compeTlUve rates. a Reduced or no annual escalators (depentling on other terms of the overall new deal). a "Fail' early term lnatlOn rights. As you know, it takes time [o negotiate, plan antl ¢xecute a site relocatlpn. That Is why the ATBT's review proc¢ss is starting new. Please review the specifics o£ our Lease agreement and advise if ypu are willing to enter into tliscussions regarding a n¢w, motliFled contract. For new Cerms consistent with the above, ATffiT will in turn wnsider adtlitional Perm extensions. ATgaT will appreciate a reply within 60 tlays of receipt of khis letter. A "no" or non -response will trigger ATg:T's review of alternate locations. A ppsitive response will b¢ appreciatetl, but satisfactory tertn9 and condYYipns negotiations must conclutle within 90 tlays or ATffiT will continue to evaluate aliernativ¢ site locations. Responses may be emailed, standard mail, or a call as designated below. Please ref¢rence FA number 30126641 in your response so that ATgaT may ensure your response Is tlocumented accordingly. ATffiT values Iss associadpn with you and looks forward to cpntinuing this relationship for the long term. Sincerely, A� �� j�!/J� � ((U// J[ Gregory D. Ohmer Director Network Planning Email Responses to: e04pDOfolatt wltM1 a Subject Ilnc of Partnership - FA 10126643 Mall R¢sppnz¢z to: AT✓&T Cell51[c Partnership 2423 FA 30126641 Rm 3D22 1025 Lenat Park alvd NE Atlanta, GA 3p319 Attn: Kevin DIeM1I T¢I¢pbone Number 666-354-58RR 6(l/22. H:53 AM NOtICB O( PfOpO3Btl Construction or Alteration - OH Aimort TI Avlallon AdminlnlraHen s OB/MIt Natica of Propos¢d Cons[ruotion or Alteration -Off Airport naa a ua.. ce.e lOrtnbwn) - Owk semmnw Ocoee v�ore.an a ew(ortarpep ror wl�iunlror-wriean¢(wun uvr Fvm)-wraaras ererw-perk ylarenea eubavJpte.at �aryaee wu.w - _ _. _.. on / ana�a n ee eur. I/ amm. pw�. awnrra aarfM (aay: xr�w md� Da[alls br Casa : Gkaacbobaa FLC034 snow vm)en svmmcry ro[men PA55Ep eB (nerve fwn (nmrme rmp Oeher 0 � s o a:uma�mm�nae. xenn�3nxa nm)�a mane. wunv�a rya�� nln r r'a iw$ a niae� MHpa//a¢aaa.laa_gov/aaaaa/exlemaUBFiling/lo®tionMgon.jspTacdon=ahowLawtionFortnSlo�tionla6t42t676fow=t tY2 617/22, 11:53 AM Notice of Proposed Construction or Alteration - Off Airport https://oeaaa.faa.gov/oeaaa/extemal/eFilingAocationAction.jsp?action=showLocationFonn&location[D=5142157&row=1 2/2 City of Okeechobee Planning & Zoning Department 55 SE 3rd 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. ATV'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, z2-- Printed Name: 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 J day of �wo,))o4)tl , 20 Z-1, by and between CSX TRANSPORTATION, INC., a Virginia corporation, ("Railroad"), whose mailing address is 500 Water Street (Attn: Real Property, Inc., J 180), 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 wnditiorta a corporaced herein by reference, Railroad does Dereby agree to permit ro CS, [he right to use and occupy the SiM, described above. (b) CS agrees ro pay ro Railroad a uel Si[e Agreement Fee in cordance with Exhibit A of the Neater Tower Site Agreement, as ended. Should the lice be deemed an AP Site in ordenm with [he Second Amendment deced March 2, 202I, CS agrees ro pay ro Railroad en annual Site Agreement Fee of —per enn which ' lodes up to 2 Permitted Sublicensees; upon installation of a 3rd Permitted Sublicensee the annual rent shall include _of the grass rent due ro C3 for the 3rd Permitted Sublicensee and each additional Permitted Sublicensee thereaRer. Should the site no[ be deemed an AP Site, CS agrees ro pay ro Railroad an ermual Site Agreement Fee of the greater of —of [he gross rent due ro CS from the anchor suDlicensee and any future co -locates £ m Permitted Sublicensees or e base rental of —per annum, in accordance wiN the Master Agreement. (c) the Term o£ this Site Agreement shall commence on the dart in which the anchor sublicensee receives [he Notice to Proceed order (the •`Rental Connrrencement Detc") and each Site Agreement shall have en initial tear of ten (10) years. CS will have a option to extend term of Sine Agreement for three (3) additional five (5) year terms. Each Extended Term option shall be exercised auromatically unless CS delivers rmtice ro Railroad, giving no less than six (6) months prior [o the expiration of tfie Initial Tertn or subsequent Extended Term, as applicable, o£its intention na[ ro extend dre term of the Site Agreemenq unless sooner terminated in accordance with the provisions of the Master Agreement. (d) Prior ro the Commencement Deee (as defined in thew esponding Memorandum o£ Agreement), Railroad reserves [he right ro modify the Sim or terminace this Option end Si[e Agreemenq in its sole diwmtion, upon written notice ro CS. (e). Prior ro Railroad's co -location pursuant to Section 2.4 oP [he Master Agreement, Railroad will be responsible for complying with then torten[ requirement and processes necessary for such colocafion. IN WITNESS WFIEREOF, Railroad end CS have duly wcecuted this Opdon and Site Agreement es of the dare firs[ above written. Witness(ea): CSX TRA/N/S///PJO�RT�AT[�ON, INC. BY.CN— PrintName:/�i, �� Print Tt[le:��rv,gt��e� CITYSWIT2IF�LC Print N e ��lll� Print'ITtle: President 8 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. 5) No entry or construction on CSX'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 CSX'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 CSX's right-of-way must be properly disposed at a CSX approved disposal facility. A spoils disposal plan is to be submitted to CSX's assigned representative prior to construction. 12) An erection plan (lift plan) is to be submitted to CSX'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 CSX's property. Page 1 of 5 688135511E8 Ex*A 9/201MI remlmuIDc NPsv n¢{P Wggpy a¢XP A9 Px PAWip{5 mlwlmnaR noPpPn eu PPS P MPfP PMtPp1AN5Po PXMLIP Mil 9WX n9R Ytl M591E ML NMI XW IAxIP 11Y iXR'M. 21rocNPR 5W w{wnpvurt mlM mP¢ an ua�l-wx XnP'�xPP�`PnPXP umac aPPV vap2ofs CITYSWITCH Pe Pun �aaNa � I PWh 116 Ofl1SP A MK PFFPKiE 9n leulq XtlAIII' Pda1NPl' NMR PMX 9N xAl PVEYIIPIE Pill 9411u1A LE-0 CSX813551148 Exhibit A 9/28/2021 BA9SF3—IFORr19714_HL OIIiNER: CSX TRANSPORTATION NOTES: DRAMNGS HAVE BEEN PREPARED AITH 1HE USE OF AERIAL PHOTOGRAPHS AND INFORMATION FROM A 511E M51T� N0105 I NOTES ALI Sql 1d ATERIALS EXCAVATED BY THE NO SURVEY HAS BEEN PERFORMED ON Cgi1RAC10R SHALL REMAIN ON SITE AND THIS SITE, ALI PARCEL/PROPERTY LIES --- - ----_ ---�--- NOT TO BE REMOVED. SHOW`I ARE APPROXIMATE LOCATIONS. ZONING: CITY '-"- - LAND USE: A - ACTIVE \ PARCEL NUMBER: 31637350160001100010 ��----"' LATITUDE: 27.252114' NW 9TH ST LONGITUDE:-80.844774' (PUBLIC RIGHT-OF-WAY) LEGEND, --- OVERHEAD POWER —%—x— PROPOSED CHAIN —LINK FENCE X X — EXISTING FENCE — — - EXISTING EASEMENT - — — — - PROPOSED CORRIDOR RIGHT-OF-WAY ---- PROPOSED LEASE AREA EXSTING ROAD / TURNAROUND ---- PROPERTY LINE Page 3 of 5 ED 30'-0' WDE /UTILITY CORRIDOR. EXISTING GRAVEL LOT i PROPOSED ACCESS CATE PROPOSED SHARED H-FRAME PROPOSED 1D I � � MONOPOLE DINER 71I PROPOSED 50'-0' % 50-0' ix•-11"� I ' I ///'""�� COMPOUND J LEASE AREA50-0" % SO-0" 28•_0^ APPROXIMATE 45' PROPOSED e PARCEL SETBACK TO t•---� i-._�—o—.�.�—� -------------------------- Lt JL JLJ� x—x x—x— ENLARGED SRE PLAN T1'xi7' SCALE• I" - 30' 24'x36' SCALE: 1' - 15' 30' 20' 10' 0 30' V-30' PREPMID FCR: C ITY S W ITC H I M CEN I UM PLACE• SUIT" 3M ATINftA OA363A5 eREPJ1R© r: ti � MEAAdr7tuCTVRC acamcce MCRmcex oaPre waKC14M xC f]f» CxE: Hlnf»S»1f rAK.6rxN».ra]t P Q DRAWN BY. MTS CHECKED BY: JRB 112 NIMWPON NRAxBD IN TICI SCf CF COCVYFA 9 IS PRCfnaTAT Br -1. KeI10pUR,OX Cul5N6 W BC RCPRCCCttO tHC or erRxnvox "1 Ca ANr Ixsn oxFwtXa w roar 1xc ixnx. srxucrJnc sca.+ccs n Pnolue��. SITE NAME OKEECHOBEE SRE LOCATION: N 27.252114' W^50.844774• VIE NUMBER: FL0034 SHEET TRLE ENLARGED SITE 60' PLAN p SHEET NUMBER LE-2 CSX82551148 Exhibit A 9/28/2021 PRCPM IW: CITYS TCH 190E CPUCE, Bl4TE1T4 ATIANT ATLANTAMB04N vrevAAID Er: INFTLIM TVRL�y eom -,,c cm i PROPOSED 10'-0' ��*�•�-�+�^ LIGHTNING ROD R91YRR[R ObY9 RAtpEH. CnH �axr: m:F+a+vn rAx: mnTulnT il PROPOSED CARRIER EOUIPMENT W r u DRAWN BY: Mrs D CHEERED BY., JAB b (.� SUBMITTALS a PROPOSED 130'-0' wit W kvIWN RLVjiC91lD 9r o MONOPOLE /EI/1WI WMASC [W19R A :a4 U o I It W 1 O X 1 'O I iKC W00.WPEM CVIIAM[9 M 11RC SR W EO G1USN6K1ER0 RFYZ=01N1G fWlE�OWR nAvF vwlrrw�i'w�i �sm4u sum v o raou�m PROPOSED CARRIER SITE NAME: EOUIPMENT ON EQUIPMENT OKEECHOBEE PAD/PLATFORM SITE LOCATION: N 27.252114' W-80.844774' SITE NUMBER: TOWER ELEVATION FLC034 11'.17' SCALE: 1'.20 24'R.16' SCALE: 1'.10' SHEET TITLE TOWER ELEVATION 20' 10' 0 20' 40' SHEEt NUMBER LE-3 Page 4 of 5 M8135SI148 902011 smog 1— owe NOiFON CONSiNUCTION Pages of5 ANBENNAANBENNA GONfIGU� ' nuc:xwa a Nnm lr Wm ? Nrt Nvu amu Nm mu wneW� o>wxuNarmn Nm um LE4 Site Images iC�aua�- c �e � 11f1717Y�� __mac ..� _ _ =J __ ` F / "- -,�, �`-LF' "�� - � '�. .tom su �..� .,� ---sue >------. _- — ..__ r------.._ -�-� - -�!!4 9t'!� _ CaTf�—� _—__ —_ __- -tea, _ _ _. =; - -�lC �� -._ _;-�� _� `ry'�r � u ^� �.E. d�-✓�.� �y �i L � K iZ2 Oa = ; �� m s` -- � i v�_ �. - - tyy A Tr� .. ... .. 'Yn-�. _ L .1I i ..:: i;..i Ly. sr�°� J _;` _, � ;. G '�Fdy re Apr � -' m Aft t• I JB"EE FLEA A 7 4010C -,:� I. MS., m -cp 4�1 AW I E197— PMn"."'' low p! A'i Em ` r--, ®WF4. N, r JPE 755a1�� .i'� s .., + t ��f�� 1� !q►: rA no Me, I m I wkAt, r; Fr 121% 1 !R fpsj7ff -4 -- 0, I . ��, I l-T.-;--7117A k !iI�S: [] 1*r a r�/' a s�.rw +� �) pr ib • t w T I• i.s f— ,�. 1 �"• M �'}� '�F ♦.�i N 9-d r Ito -tip , _ r'� ��'� .t. t.� +M,�"a�t �� ~ i r , r 717 r- I'L M, C11 v�i►' of '' r t ' l ! ` Qii MR•;aw t ! R�; lol..l PA Ib Pi ila" Alm r 47 ^tre.-- �,iIgniteWireless OKEECHOBEE FLC034 1117 NW 9TH ST, OKEECHOBEE, FL 34972 150ft. MONOPOLE SIMULATION View #1 from US Highway 98 approximately 1 mile northwest of site W* I= w— - r • - i 1 - �' ��Y r ,` .ram '�� - .y s; - • _ - y IgniteWireless Pr OKEECHOBEE FLC034 1117 NW 9TH ST, OKEECHOBEE, FL 34972 150ft. MONOPOLE SIMULATION View #2 from Park Street SR 70 approximately 1 mile southwest of site Jz— `''��. a�-ems•« h Existing View r E I t NPrIgniteWireless OKEECHOBEE FLC034 1117 NW 9TH ST, OKEECHOBEE, FL 34972 150ft. MONOPOLE SIMULATION View #3 from NW Park Street SR 70 approximately 1 mile southeast of site FONE WAY "44 M � ,'.mow .•, r. -. �' .-.. ., a r a i+�.:YSIR, ti - e: 1 �y, "'� � ,� �� y�,+ ""+tom, ,,e� . R a'u��+�e ,n�.,,�• �T� �d��trr- � Sy.. ,;, ~ .�F a[ ..d!{�@•a i �'Ja' t -r:.�> i ,. a�>f }}��}�� n/ � �� -'1, - �.I ,�/[�' �'�, •S M N sfT' i�`w S� _f 1� 1� � i ��}'��ft 1. »i, "f!♦ 1 'S� y:. �.•• N �� S'q� �il��tf' •til Yl. 4 �• � ( t � >�.. .: h� r.'�. ��,je��' ,ai{ 4k��>F>S�.i•'r"�1�� .!•` S: S �.vP�l �,..'ry�..r y� :.fY ^t'�j'r °�l,_}±..r T,f +Y�fy� fii: y��•�''..�iiSY'•+73 �t-i9;it:f�`�3�} �y'��}.t�~ '� �w7 �� f1-• .� � a�sy 1 ��,!i '�'r �. •_, i r t�,,,' T! ,i•^_... �', °I-' �. - _- 0� Sc�» °iP;1' '' A,i ,j•' '� -C: - '� jt,♦ i'� � F � .'i •fir �+ �T' �Ii �'�•M�` lM.~l. - ; ., ' � y� j1..,- �`' '�.. s. r'1 ..=�. ... - ..� s;s.r. ,s'r, .4 F ..Ida 7.i7wd TIT OKEECHOBEE FLCO 1117 NW 9TH ST, OKEECHOBEE, FL 34972 150ft. MONOPOLE SIMULATION View #4 from North Patriot Avenue j approximately 1 mile northeast of site . 7/14/22. 12:52 PM Okeechobee Conaty Properly Appraiser Mtch¢y L. Bandies CF9 2921 Cartlflatl Values 2022 Pnallminary Cadlaad MM Lantl $137.990 MKt Land $137.9E XFOB � $5,181 XFOB Just $143.17t Just $O 90H/rn0% I $O Total nb:$143,171 munb:$137,990 ¢a ¢Ib.$143,1T1 Total oxy:$137,990 Taxable mnar:$t43,17t Taxable omar.$137,990 aenoel:$143,171 .enaol:$2 37,990 Nola: Properly awna:anlp cnvngas mn move Ma AasaaseU value of inv � �� m nll Merkat value: wblM mold remit In M119bar PrePartY �ea.� � Sales History Sala Data Sala Prim Bookmaaa Deatl V/1 Okeecbob¢e COOnIy Property Appraiser ' 2022 Preliminary Cartiflad �paelaa: zna/zoz2 Aerial Newer Plctometary 600gla Mapa _ O zoa O zort O zozo O zD1a O zo16 Osaiea 4i ��r�r. -�.F I i �� 1s&rs&� � �• 1'.�� mac! r- W"'Y �Y 4/14YdOt4 $100 o�asoe6D 3W V V t1 6/21/1996 $O 03T9/1220 WD V U 02 (Mu1tFParcal Sele) -anew 9H 4/22, t2:52 PM Okaacbobea Count PropaM Aboralaar W w W.o1CBarl�ab¢®os.rrm/nln/