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2022-10-20 V. B. 22-004-TRC Exhibit 2 22-004-TRC Site Plan Review Staff Report r .�► M . •r 1 �J I �f s , �'Ti- 1 # - 1.,_4.,irs.;,r...r:tr4,,...--,;:2...r,,7:, (FT!: -ilt - ... ,. 1 „ , ,..: .. , „,.. p.,i, ,,, „ ,.....„ r: I* . r 1i, �' "7tk r ;r-i- - - lNV:97H 57 .. aalli l_ .‘,.r_.z . T:s 1...IA rIMIPPw"41.-"P"r""" pp , y NWl/i1HCT'r� k .i 3"''1'. -�..y,ar' slf�. � i� 1 'r '.�/I In•w•.ate• .. _.•..a .-,_ , • er., - ' t*•:1t lam■ A 17 ■ i, f lr• /psi 1�'....c �i ` 4�_,,, a RR 1 ,. , L - w invirri sT.' Applicant I CitySwitch II-A, LLC Address ' 1117 NW 9th Street, Okeechobee, FL 33972 1.�f OF'KF'Ff'' t5Iko .VbA - �,� Prepared for The City of Okeechobee MORRISk [ i DEPEW t Site Plan Application Review 10/13/2022 " Staff Report Petition No. 22-004-TRC General Information Owner: CSX Transportation INC Applicant: CitySwitch II-A, LLC Primary Contact: Ignite Wireless/ Kyle Lotze (770) 862-1034 Site Address: 1117 NW 9th Street Parcel Identification: 3-16-37-35-0160-00110-0010 (34413) Note: For the legal description of the project or other information relating this application,, please refer to the application submittal package which is available by request at City Hall and is posted on the City's website prior to the advertised public meeting at: https://www.cityofokeechobee.com/aqendas.html Future Land Use, Zoning, and Existing Use of Subject Property(s) Parcel Identification: Existing Proposed 3-16-37-35-0160-00110- 0010 (34413) Future Land Use Industrial Industrial Zoning Industrial Industrial Use of Property Communications tower and Open Storage associated structures Acreage 5.19 acres total parcel area 5.19 acres total parcel area 0.14 acre development site 0.14 acre development site Future Land Use, Zoning, and Existing Use of Surrounding Properties Future Land Use Zoning Existing Use North Industrial Industrial Vacant Remainder of subject parcel is undeveloped, currently used East Industrial Industrial for open storage.To the east of the subject property is single family residential FLUM does not provide designation for railway parcel South directly to the south,though Industrial Railway Industrial would be consistent with the zoning (Unincorporated Okeechobee (Okeechobee County) West Vacant County) Industrial Industrial-2 CITY OF OKEECHOBEE MORRIS J DEPEW Site Plan Application Review 10/13/2022 Staff Report Petition No. 22-004-TRC General Description The request for consideration by the City of Okeechobee Technical Review Committee is an Application for Site Plan Review of a communication tower and associated structures. This request involves a parcel owned and managed by CSX Transportation INC. The request is for one parcel, totaling 5.19 acres, located at 1117 NW 9th Street. The Applicant is proposing development within the subject parcel of a 50-foot by 50-foot fenced compound that includes a communications tower, storage, and two electric service H-frames as well as a 30-foot by 120- foot access corridor between the compound and the northern property line fronting on NW 9th St. The combined area of proposed compound and access corridor within the subject property total 0.14 acres. Perimeter fencing of the compound is proposed. Color of tower will be flat black, blue or grey. The total tower height including lightning rods is 160 feet. Because the height exceeds 45 feet, this use/structure is considered a special exception use. The applicant has submitted a concurrent special exception application for review by the City's Board of Adjustment. Approval of the site plan will be contingent upon approval of, and any conditions placed on, this special exception request by the City's Board of Adjustment. Staff analysis of the submitted application and plans is provided below. Areas of deficiency or concern are highlighted in yellow. One item of concern is that the application packages contain different plans, depicting inconsistent tower heights. The plans depicting the tallest total structure height were utilized in preparation of this report. Adequacy of Public Facilities Potable Water and Sewer: No uses or structures are proposed that require potable water or sewer connection. Traffic Generation: The applicant has not included a traffic impact study with the submittal package, though the use is not expected to generate any significant amount of vehicle trips Access and Internal Circulation: The site plan is designed with access to NW 9th Street via a 30-foot wide drive aisle which will also serve as parking for service and maintenance. Service Vehicle Access and Egress: A. Fire Truck Sufficiency of fire truck access and egress to be addressed by the Fire Department. B. Loading Zone No loading zone is specifically required, though the proposed on-site access corridor provides ample loading area. C. Dumpster Location and Trash Collection CITY OF OKEECHOBEE MORRIS DEPEW Site Plan Application Review 10/13/2022 Staff Report Petition No. 22-004-TRC The Applicant has not proposed a location for a dumpster,though the use is not expected to generate a significant amount of solid. The Applicant will be responsible for removing any solid waste from the premises. Consistency and Compatibility with Adjacent Uses The proposed use is consistent with the comprehensive plan and the Industrial zoning code. The proposed communications tower and associated structures provide an important service to the City of Okeechobee residents. The subject property is located in an area of the City with existing Industrial uses. Industrial uses can be found north, south, and west of the subject property. Residential uses can be found east of the subject property; however, the site plan shows sufficient setbacks from the residentially zoned property. The Applicant will be required to provide a landscape plan with all LDC required landscaping and buffering prior to site plan approval to ensure that the proposed special exception use is compatible with the residential property to the east. Compliance with Land Development Code Regulation Requirement Compliance Notes Permitted Uses New freestanding Permitted,though approval is §90-602(c) communication towers are contingent upon special exception allowed within the following approval by City's Board of zoning designations... i adjustment due to height, parcel Industrial j dimension and setback !considerations per 90-603 ,§90-602(d) Demonstrated need or The applicant has stated that this demand for the facility will allow additional carriers communication facility. 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 applicant has also provided predictive coverage maps to demonstrate the increased coverage that the proposed facility height will provide in the vicinity. CITY OF OKEECHOBEE 3 MORRIS DEPEW Site Plan Application Review 10/13/2022 Staff Report Petition No. 22-004-TRC §90-602(e) Compliance with FCC Statement provided from AT&T technical emission standards. indicating FCC compliance Performance and Communication towers and In Compliance construction standards: their accessory structures Setbacks shall comply with the minimal §90-603(b) setback requirements of the district in which they are located and the applicable street setbacks. All communication tower In Compliance supports and peripheral anchors shall be set back from • the development site • perimeter a minimum distance of five feet, or the minimum of the Industrial zoning district, whichever is greater. Minimum yard Front: 25 feet In Compliance requirements §90-346(2) Side: 15 feet; 40 feet abutting In Compliance residential zoning district Rear: 20 feet; 40 feet abutting In Compliance residential zoning district Maximum lot coverage Maximum coverage: 50% In Compliance by all buildings §90-346(3) Maximum impervious surface: In Compliance 85% Separation from off-site Monopole or camouflaged ! Monopole setback 220' from the uses Communication towers are nearest residential zoned property. §90-603(c) required to be setback 300% height of tower, up to a maximum of 200 feet, from residential uses or residentially zoned lands. Separation distances Camouflaged or monopole 75 In Compliance between feet in height or greater: 500' communication towers §90-603(d) CITY OF OKEECHOBEE MORRIS DEPEW Site Plan Application Review 10/13/2022 Staff Report Petition No. 22-004-TRC Fencing A chainlink fence or wall not In Compliance §90-603(f) 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. Landscaping A row of trees a minimum of No landscaping proposed. §90-603(g)(1) 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. Landscaping A contiguous hedge at least No landscaping proposed. §90-603(g)(2) 30 inches high at planting capable of growing to at least 36 inches in height in front of the tree line referenced in subsection (g)(1) of this section. Height The total combined Proposed tower height with the §90-603(h)(1) freestanding height of any antenna and lightening rods is 160'. communication tower and antenna shall not exceed 200 feet from ground level Type of construction Communication towers shall Monopole design proposed. §90-603(i) be monopole or lattice construction Development Criteria The parent tract, upon which Parent track not developed, utilized §90-603(j) the site for communication for storage related to railroad tower/antenna/equipment is ,facilities consistent with industrial located, shall comply with the 'district permitted uses. minimum development criteria of the district in which it is located. Illumination Communication No lighting proposed. Though a form §90-603(k) towers/antennas shall not be has been provided from the FAA artificially lighted except to indicating that no light is required, it ensure human safety or as {appears this form is in reference to a required by the Federal CITY OF OKEECHOBEE MORRIS DEPEW Site Plan Application Review 10/13/2022 ' Staff Report Petition No. 22-004-TRC Aviation Administration. At 1 130' structure, not the 160 ft the time of construction in structure proposed by the applicant. 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. Colocation Monopole communication In compliance §90-603(I) towers shall be engineered and constructed to accommodate at least two communication service • providers. Signs and advertising The use of any portion of a In Compliance §90-603(o) tower for sign or advertising purposes including, without limitation, company name, banner, or streamer is prohibited. Finished Color Communication towers not In Compliance §90-603(q) requiring FAA painting/marking shall be painted a non-contrasting flat blue, grey, or black finish. The color should be selected so as to minimize the equipment's visibility. CITY OF OKEECHOBEE 6 MORRIS DEPEW Site Plan Application Review 10/13/2022 Staff Report Petition No. 22-004-TRC Recommendation Based on the foregoing analysis, we recommend approval of this request subject to the following conditions: 1. Approval of the site plan will be contingent upon approval of, and any conditions placed on, this special exception request by the City's Board of Adjustment. 2. Applicant must submit one consistent set of plans to be reviewed by the building official for conformance with applicable code. Should total structure height exceed 160', plans may be subject to additional review by Board of Adjustment and/or Technical Review Committee. 3. Landscaping must be provided in conformance with LDC Section 90-603(g). 4. Submittal of FAA approval for proposed tower design/height. 5. The use of any portion of a tower for sign or advertising purposes including, without limitation, company name, banner, or streamer is prohibited. 6. Per 90-603(p), 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. Upon such abandonment, the owner/operator of the tower shall have an additional 180 days within which to:(1)Reactivate the use of the tower or transfer the tower to another owner/operator who makes actual use of the tower; or(2)Dismantle and remove the tower. 7. Per 90-603(r), certification of compliance with all current Federal Communication Commission standards, including (FCC) nonionizing electromagnetic radiation (NIER), shall be submitted prior to receiving final inspection by the building department. Submitted by: Ben Smith, AICP Director of Planning October 13, 2022 Okeechobee Technical Review Committee Hearing: October 20, 2022 CITY OF OKEECHOBEE MORRIS, DEPEW Site Plan Application Review • 10/13/2022 Staff Report Petition No. 22-004-TRC Future Land Use Map _. - __-r NW 11TH ST `; 7 8 I 25 j i'tf a 17 1I NW 10TH ST w Lu w 10 9 �2 �- .I m a to ' Z t r NW 9TH ST I I 4 3 I Ji , 11 .1 I I , 12 44 1 i 100 R'V,'FOR RAILROAD i I 1 1 I I 1 { 1 I I 1 NY,'8TH S I 4 1 °3 ; u 't• n .. . •.> >e •,e . .. IJI -8- NW 7TH Cf LAND USE CLASSIFICATIONS a f • r • s o r - L ----,.HY..:_HU/+L•-EN'EHL`JE ---1 f TI b i / 1 1 .._._. __..9 --.-•-HOFKJNS NEANJEH-,NE II 12 o u a a'1- .. „ I I v ti ,:I tr 11 a l w —.-•—RAILROAD CENTENLNE t -Ilu_lxrnmry_IInes NW 7TH ST Wine I. 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C al £N,F4.WEVHE9A oi.TRlcr ...14 ._...-a N f�', = 6 6 I♦ W.tl,1[OMA9E%1VL NW 7TH CT � c� � uORTCOwnE0.O�C1 1 N . . f: 0 f . ) ) 1 L .--if' CGUUEW.x nRO.E999Nnl Off..i. // 11]LOHO N 11 V N N If N Ir I. 1. )0 t1 1) 1) N If N f/ N I. A ^—")0 4.13O3T134a. WE NW 7TH ST H3 �� /_/ is CLEI11EYl uNR OHe0.VEMJ�O%EO tS£ .410 . . r . 1 , ) ) 1 10 . . .l.' f , ) ) 1 id4,�OO �� }./ 9E91E91.'44E CEf01 MAEaiCf+lilaL • 94.011211 �� 1 r. . ` �l �fuEMw MOtuIE nOYE .44 II 17 N N N 14 If I N 12 A II II N "J 1. N q . M ' ,� I , Q J RESiC6MILL8NOIE F4I41_G41E .312094144.3tTCLE cu.1L1-,..'• NW 6TH ST - — CITY OF OI<EECHOBEE 9 MORRIS DEPEW Site Plan Application Review 10/13/2022 Staff Report Petition No. 22-004-TRC soor � ' � `{ ,. . .. fe ' tiw111HS1 { :: air' h 1 1 T / al r y' f—M ii %:.. `_tea rn �" r [44 Yr '-'1" 1 r-1 r., , th., . ',11;AI 4 I(Oil,..1 i ll' prr� ,,ir 1 , , ,, 1Itw 9TII ST . . . _1r . IL . :i + R ' 4. ' 1 . , .... . __ ,,. 4iiiik •-. n = 4,1 . Y Y _.. , -. :.ate'.-1 ,1f.D,: a. I :'k • r; r^ ., F1 �1<�,i 0 _ �•rG� r� ` �� .- 1c3 in. Nw17TH Ci� �'t�' � �_ � : �� .,1 !t � . it ..' r` `� ' • rig M�� t.ri�rr 7�,::,• .,,,....,..--;,„..„--,,,,,. ,,,,,„-:., J.. �.l 'alb IM_ri 4.4. e ie_.�r .• nr 00 t.,,,,,,. � t ,— £ ,mow. ,, r . - 1 .„m .., .. r_ 1v 1 rr R ,, 9 .t "! h' ..t r.,�! i ,>�.. — i- p41 is Exhibit C: Existing Land Use Map CITY OF OKEECHOBEE 10 MORRIS a: DEPEW • CITY OF OKEECHOBEE Application for Site Plan Review Pag 1 of 3 Date Received 8-15-a /� , yo City of Okeechobee Application No. aa_OV 14— `` General Services Department Fee Paid: , o 55 S.E.3rd Avenue,Room 101 lJ- �•o o•• Okeechobee,Florida 34974 Receipt No. 56g14 I !,e , Phone:(863)763-3372,ext.9820 • • 9i 5* ;1•• Fax: (863)763-1686 d E-mail:pburnette(a citvofokeechobee.com Hearing Date: )o-ao-a % APPLICANT INFORMATION I Name of property owner(s): CSX Transportation Inc 2 Owner mailing address: 500 Water St,J-180,Jacksonville,FL 32202 3 Name of applicant(s)if other than owner: CitySwitch II-A,LLC(Agent:Ignite Wireless/Kyle Lotze) 4 Applicant mailing address: 1900 Century PI NE,Suite 320,Atlanta,GA 30345 5 Name of contact person(state relationship): Kyle Lotze(Agent) 6 Contact person daytime phone(s)and email address: 770-862-1034 - kyle@ignitewireless.com Engineer:Name,address and phone number: 7 Dennis D.Abel / 6521 Meridien Drive Raleigh,NC 27616 / 919-755-1012 Surveyor:Name,address and phone number: 8 William H. Sommerville,III / 158 Business Center Drive Birmingham,AL 35244 / 205-252-6985 PROPERTY and PROJECT INFORMATION Property address/directions to property: 1117 NW 9th St.Okeechobee,FL,34972 From I-95 in Ft Peirce Florida-Go West approx 32 Miles to NW 9th Ave in Okeechobee FL,Go North 9 approx.6 Miles to NW 9th St,go west approx.34 miles to Site on left. 1117 NW 9th St 10 Parcel Identification Number 31637350160001100010 11 Current Future Land Use designation: Industrial 12 Current Zoning district: Industrial Describe the project including all proposed uses,type of construction and conceptual building layout,how the business or use is expected to operate on the site,including but not limited to:number of employees expected;hours of operation;location, extent and type of any outdoor storage or sales,etc.,and fire flow layout.Use additional page if necessary. 13 50'x50'fenced compound, 150'Monopole Tower,Two Electric Service H-Frames,Two 10'x 15'equipment areas,One 10'x 20'equipment area,and One 5'x 5'concrete pad.The proposed 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. Describe existing improvements on property(for example,the number and type of buildings,dwelling units,occupied or vacant,etc.).Use additional page if necessary. 14 CSX Railroad outparcel primarily used for parking and storage.There is a small CSX trailer on the eastern side of the property. 15 Total land area in square feet(if less than two acres): or acres: Property Area:0.14 acres 16 Is proposed use different from existing orprior use (x Yes) ( No) Rev.04/20 CITY OF OKEECHOBEE Application for Site Plan Review Page of 3 • Number and description of phases: None.N/A 17 18 Source of potable water: N/A 19 Method of sewage disposal: N/A ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property Agent to Lessee(Site Lease Agreement,Land Usc POA and Certification attached) 21 One(1)copy of last recorded warranty deed 22 Notarized letter of consent from property owner(if applicant is different from property owner) Three(3)CERTIFIED BOUNDARY and TOPOGRAPHIC surveys,(one to be no larger than II x 17;scale not less 23 than one inch to 20 feet;North point)containing: a. Date of survey,surveyor's name,address and phone number b. Legal description of property pertaining to the application c.Computation of total acreage to nearest tenth of an acre d. Location sketch of subject property,and surrounding area within one-half mile radius 24 Two(2)sets of aerials of the site. 25 Eleven(I I)copies of sealed site plan drawings(see attached checklist for details of items to•be included) 26 Eleven(11)copies of drawing indicating facades for all buildings, including architectural elevations. 27 Eleven(I t)copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 28 Eleven(II)copies of photometric lighting plan(see Code of Ordinances& LDR's Section 78-71 (A)(5)). 29 Three(3)copies of sealed drainage calculations. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use 30 as contained in the Institute of Transportation Engineers most recent edition of Trip Generation.The TIA must identify the number of net new external trips,pass-bay calculations, internal capture calculations.a.m.and p.m.peak hour trips and level of service on all adjacent roadway links with and without the project. (no increase m trattic. 31 USB flash drive of application Maintenance visits only) Nonrefundable application fee: $1,000.00 plus$30.00 per acre. • 32 NOTE: Resolution No.98-11 Schedule of Land Development Regulation Fees and Charges-When the cost for advertising,publishing and mailing notices of public hearings exceeds the established fee,or when a professional consultant is hired to advise the City on the application,the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation.The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accuracy I hereby certify that the information in this application is correct.The information included in this application is for use by the City of Okeechobee in processing my request.False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the summary denial of this application. Kyle Lotze 8/10/2022 Signature Printed Name Date For questions relating to this application packet,call the General Services Dept. at(863) 763-3372, Ext. 9820 Rev.04/20 CITY OF OKEECHOBEE Application for Site Plan Review Pag 3 of 3 City of Okeechobee Checklist for Site Plan Review • REQUIRED INFORMATION 1 Completed application(1) 2 Map showing location of site(may be on the cover sheet of site plan) 3 Eleven(1 I) copies of sealed site plan drawings prepared at a scale no smaller than one inch equals 60 feet, or in the case of small projects,the largest scale that can accommodate the entire site and all areas within 50 feet of the project boundary, and the scale, legend, and author block all on one 24" by 36" sheet. The site plan drawings shall include the location of all existing and proposed improvements, including, but not limited to: 3.1 Water courses, water bodies, floodplains,wetlands, important natural features and wildlife areas, soil types. protected trees and vegetation or environmentally sensitive areas 3.2 Streets, sidewalks, property lines and rights-of-way 3.3 Utility lines/facilities,fire hydrants,septic tanks and drainfields 3.4 Bridges,culverts and stormwater management facilities 3.5 Buildings and structures and their distances from boundaries of the property, streets, and other structures 3.6 Setback lines and required yards 3.7 Ingress and egress to the site and buildings 3.8 Vehicular use areas including off-street parking and loading areas 3.9 On-site recreation and open space 3.10 Landscaping, screens, buffers, walls,and fences, 3.11 Method of solid waste collection and locations of and access to dumpsters 3.12 Lighting and signs 4 Drawing notes and tabulations showing the following information shall be included along with the plan: 4.I Name,address and phone number of the owner 4.2 Name, address and phone number of any agent,architect,engineer and planner 4.3 Compete legal description of the property 4.4 Future land use designation, current zoning and existing land use of the property and all abutting properties 4.5 Total acreage of the property (square footage if less than two acres) 4.6 Total # of dwelling units, by bedroom size; square footage of nonresidential uses by type of use (and/or seating, etc. as necessary to indicate the intensity) 4.7 Number of off-street parking spaces provided (including handicapped spaces) and loading spaces and the calculation of,and basis for,the number of such spaces required by the Land Development Regulations 4.8 Impervious surface calculations showing: the square footage and as a% of the total site for existing impervious surfaces, additional proposed impervious surfaces and the resulting proposed total impervious surfaces Rev.04/20 EXHIBIT A CSX813551148 FLC034 OPTION AND SITE AGREEMENT THIS OPTION AND SITE AGREEMENT made and entered into as of this 'c day of ,Qd.P1,414JU , 20 , 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: I.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 27.2521 14 and Longitude of-80.844774 as further described or shown on Exhibit A-1 attached hereto and made a part hereof.,under this Site Agreement as defined in the Master Agreement. (b)During the Option Period,CS agrees to diligently pursue all Governmental Approvals for the Tower and shall have access to the Site, as provided under but not limited to Sections 2.1, 8.4, Section 9 and all subsections, Section 12 and all subsections,Section 13 and all subsections, Section 17 and all subsections,and Section 21 of the Master Agreement. (c) Unless CS exercises the Option Period as indicated above, this Option and Site Agreement shall terminate upon the expiration of the Option Period. 2.SITE AGREEMENT. (a) Upon CS exercising the Option, and subject to and upon the terms and conditions set forth in that MASTER TOWER SITE AGREEMENT (the "Master Agreement") dated March 18th, 2016, which terms and conditions are incorporated herein by reference, Railroad does hereby agree to permit to CS,the right to use and occupy the Site,described above. (b) CS agrees to pay to Railroad an annual Site Agreement Fee in accordance with Exhibit A of the Master Tower Site Agreement, as amended.Should the site be deemed an AP Site in accordance with the Second Amendment dated March 2, 2021, CS agrees to pay to Railroad an annual Site Agreement Fee of per annum, which includes up to 2 Permitted Sublicensees; upon installation of a 3rd Permitted Sublicensee the annual rent shall include -of the gross rent due to CS for the 3rd Permitted Sublicensee and each additional Permitted Sublicensee thereafter. Should the site not be deemed an AP Site,CS agrees to pay to Railroad an annual Site Agreement Fee of the greater of -of the gross rent due to CS from the anchor sublicensee and any future co-locates from Permitted Sublicensees or a base rental of per annum,in accordance with the Master Agreement. (c) The Term of this Site Agreement shall commence on the date in which the anchor sublicensee receives the Notice to Proceed order(the"Rental Commencement Date")and each Site Agreement shall have an initial term of ten (10)years. CS will have an option to extend term of Site Agreement for three(3) additional five (5)year terms. Each Extended Term option shall be exercised automatically unless CS delivers notice to Railroad,giving no less than six (6)months prior to the expiration of the Initial Term or subsequent Extended Term,as applicable,of its intention not to extend the term of the Site Agreement,unless sooner terminated in accordance with the provisions of the Master Agreement. (d) Prior to the Commencement Date (as defined in the corresponding Memorandum of Agreement), Railroad reserves the right to modify the Site or terminate this Option and Site Agreement,in its sole discretion,upon written notice to CS. (e). Prior to Railroad's co-location pursuant to Section 2.4 of the Master Agreement,Railroad will be responsible for complying with then current requirements and processes necessary for such colocation. IN WITNESS WHEREOF, Railroad and CS have duly executed this Option and Site Agreement as of the date first above written. Witness(es): CSX TRANSPORTATION,INC. �l By: Print Name: � r(it& Print Title: 34)2 CITYSWIT717,LC �L..- y By: — Print Na 6to[ ICayme Print Title: President&CEO EXHIBIT A TO SITE AGREEMENT DESCRIPTION OF SITE [FOLLOWS ON NEXT PAGE] C5X813551148 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 CSX813551148 ExhibitA 9/28/2021 nRZFWCE.TOP PAREL NfORA1ATON DRAWS: NOTES- NOTES: / / DRAWINGS tK M A BEEN PREPARED W Au. h N SOATER'AL$EXCAVATED 3Y ME NO SURVEY HAS BETA PERFDF4YB b. OWNER:CSX TRANSPORTATON _00 USE OF A;RIAL PIICTOGRAPHS ANO CONTRACTOR$PALL REVAIN ON S.E ANC THIS SITE ALL PARCEL/PROPERTI'TINES C ITY S W ITC H NFO ARTION EPOM P 51'E NSIT. NOT TO 8E REMOW. SHOWN ARE PPr'ICOVAIE LOCATORS. tf ]ONMC: or. ��C LAND USE:A-ACT VE T9WICENNRV :::TE3m nTEANTa G�,LSl->als PARCEL'WAGER16000: 71637750160D0',00010 - PfCVN41: LPIITIIOC:27 2$2114• ETAN---.--_......... ...._._ lH: ,H LONGITUDE.-80.844774' ":STVG POWOT POLE EXISTING TELCO Inainall DHJIMM r AND TELCO SAL3,-_J-"'6i I - f . �-..J XL iTtle i°�T�Ai T SIT 1'�bli—_S'°�"'L'• L �--�7-- _`-��-�)--�i rAT1 01. • • e COS 3C C .C_ I• / ACC SS/':_''P C RDOT. - I /• '- CRAM BY: MPS F I - -N A4{g •-.,...• -. CHECKED BY: J=$ ice,III ' i I ,: '' 'P -\ ! 4 SUBMITTALS' �' `\\,... 09/11/.:31{ ZETA MOT • AO Neer CC 1 PN G t. PROP05CA 130'-O y a I L J -ROX LAr a. ' J a<C L SETBACK 10 �-vONOPOLE TOWER * 1 A N"R HAP: `-E%1SnNG CHAIN A ocOwm isn11 oor/PL"m AL ucaoweeoN UNIT FENCE . ows.1.0:.nwsC:it.'n T po FISSQN 0 FTOSTUawc XA1Cli IS ncwsrzc. u s.- - SHE NAME: OKEECHOBEE 1 4020t.. TON NC IRFORNATILXN A,A= SRE LOCATION. ---LNP MERMEN)POWER JUH:SOICTION: N 27252114' —4--■— .no4asED CHAIN-LMN FENCE ZONING CITY WI.80.844774' EXISTING FENCE TOWER SETBACKS TO PROPERTY -.-. UNES SEROL TOWER CENTER) SITE MASER: ----- EXISTING EASE-NENT ONiECT10! T REAMED PROPOSED OVERALL SITE PUN FLC054 ----- PROPOSED CORRIDOR NORTH TB.O TR.D - 11`oT7'SCALE:I'=SO' -A0N' _ n RICHT-OF-WAY CAST !_B D T D SHEET TIRE 24•.38'SCALE:1'=25• OVERALL SITE ----- =ROPCSED LEASE AREA Sp1111 tB0 1 T.ED 50' 25 0 50' 100' PLAN EXISTING RCAO/TURNAROUND WCST I TB.D I 1BB �`�_,r_i ---�- PROPERTY LINE LOT AREAS N/A IILI SHCET LSER 1,P50' 1ALE-1 Page 2 of 5 CSX813551148 Exhibit A 9/28/2021 emLCLwO$� VAHCW NOTES. I ROTES- NO TES PREMED rot DRAWINGS HAVE SEEN PREPARED YADI ALL SOIL MATERIALS EXCAVATED BY THE N0 SURVEY HAS BEEN PER:ORNED ON ��\ OYMER:cSX 1R.4NSPORTATION THE USE OF AERIAL PHOTOGRAPHS AND CONTRACTOR SHALL REMMA ON SITE AND I THIS SITE.ALL PARCEL/PROPERTY LINES ----��------�------------ /� 1 :NFURUAT.ON FROM A SITE VISIT. NOT TO BE REMOVED. -i SHOWN ARE APPROXIMATE LOCATIONS. CITY SWITC H ZONING. OTT _AND USE: A- ACTIVE / IS UCENIURYPLACE.:)ATE= PARCEL NUMBER: / ` ATWOA.GAVOAT 3T63735OT8006T:00010 .--.w---✓✓✓ LATITUDE 27252'.1a' NW OTII ST MICPai5A CV: LONGITUDE -R0.844124' (PJB:IC RIG T-OF-VAT) � el)HLRA Nvlc LYURE CES RALE..,RC BM. RHORE 1111::71=2 RAJI:Inq.i3S.ip3T VSCLy1 I / QQ' i / i I I i / 1 I ! GRAYS RH MTS I I I I CHECKED BY: ARS I I I PROPOSED 30•-0'ODE I I ACCESS/UTN1Y CORRIDOR. I I I I''! - SUBMITTALS Ex STING—� GRAVEL TAT Y oviiI7¢Ti ID.Exx1n RV IgVOB U. I I I I PROPOSED I ACCESS GAT' I IPRO'OSEOH-TEASE O ARED I j I .1' PROPOSED 130'-0' I I i ...-.C_L-It MONOPOLE TOWER I I c--1 i PROPOSED SO'-E X 50-0' 2'-T1' / FENCED COMPOUND 171 /1..-..,,,T'' nswmRNtrox carwxro w I 1 cr I II L JPROPOSED 60-0'%500' II / LEASE AREAL oo:LMOTo G PRorRIETNn Cr M1L'M.BEORCUCTSII —APPROIR A/KT 4S' PE R':PSMLY.PA)GOLF oR Aw ><II L ToAER SE-RACK TO Am or N M.G.moo IRE PERWSSox'or `OLYFR MI wFA45TAUCNRE SCINw"5 IS...G. t r-----��-- -^--,I-' OK STE NAVEEE LCGFNO.' L 1 I.. i L..,i SITE LOCATION: IP-- OVERHEAD POOR L —X—X ' X—X— N 27.252194' —X—X— PROPOSES CHAIN-LINK PENCE W-60.844774' —•—R— EA SING FENCE sae NUMBER: ————— CASTING EASEMEN I - ENLARGED SITE PLAN FLC034 • ----- PROPOSED CO.4ROOR Rcvr RUT I-OF-WAY 24 z36'SCALE:1'>''S' SHEET TITLE —---— PROPOSED LEASE AREA ENLARGED SITE 3 EASING ROAD/rVRNAROLNS 0' 20' TO' 0 30' 60 FLAN PROPERTY LINEITITiiii. i SHEET NUMBER 1,30 LE-2 Page 3 of 5 CSX813551148 Exhibit A 9/28/2021 PPhu o 7aP: Y• CIT SWITCH I000 owns*,PLACE.SUITES 0 ATIANIA 0A 0)340 PPON ED e0 FDHIEEP 9 PRTT1 WI WORWION OR TPROPOSED • lMOMENT �� y Q o8 2 - D:UNN BY: NTS o CHECKED Els: JCS - g SUBMITTALS g PROPOSE()130'-0' 0DE 4440.P9 WV rSS/0 T C ff. rJONOPOLE 09/01/mx1 MASE WNW JAB Ss8 5 t O I 00N*400 0 P40POWARt Er eu1LPEart P400041AN 04 34)000 40 PE AS0*000 ME AMR7 C4 A34 WPr OF 1 0 OM004 5 P 41014>4E P0A0 0, 0 sow nPca•4ucvox semx[s Is woPe^Eo. PN0P0510 GABBER SITE NAME: SOU PM0NT ON EQUIPMENT OKEECHCBEE . L 4., 7.,.. PAD/PlatEORV SITE LOCATION • N 27.252114' t r:::•1 W-80.844774• W. SITE NUMBER: TOWER ELEVATION FLC034 11".12'SCALE 1'-20' SHEET TotZ WNW SCALE:1"-10' TOWER ELEVATION 20' 10' 0 20' 40' Iommeri SHEET NNPBER '1,20' LE-3 CSX813551148 Exhibit A 9/28/2021. MRS.RR DIAGRAM A DIAGRAM S CITYSWITCH - -' ,SNCEN1URv PLACE 5Uf1E320 ATLANTA,GA341L5 • [ I . , SERVICES I • 1 PAX MOM-MI 614 .... ..r .>< M. r� • e I,. F 1 _ I - a — I � .a..+as ..._-.... ........ . .-,_—... .....,..:.. --...- DR;,wS Dr. MIS a.. .«. ....-. ,. ,....,....r CHECKEO GC JID SUBMITTALS DIAGRAM E c.Jf VZo2, F F]x.5n fi Tea Sr cr PVSG lJ 8E FFPAJ u'11:F.1LIE G f'er T a„�ESF niuniC5..M T eIS MFA ROOF aF ff•• • ••.• •••• .aaaa .... •.. .•.• i'J�w:M`rRu::linF SFIMCf arxarra:I EC .., « ... t.. «r 5.1E NAYS: OKEECHOBEE SITE LOCATION: N 27.252114• W-80.844774• «RE NUNeEe. FLC034 ' -... ` „_. 5V£Ef TREE .._._ _ _ _...... I 6. ........... .. _:_ ANTENNA CONFIGURATION ANTENNA CONFIGURATION 5"" "°UBER NOT FOR CONSTRUCTION 1 LE-4 SCALE:NONE Page 5 of 5 Prepared By and Return to John D. Cassels,Jr.Esq. Cassels McCall P.O. Boxx 968 1111111 IIIII 11111 11111 i1I 11111111111111 Okeechobee, Florida 34973 E I LE NUM 2 121 1 410 01 3$4� I1:11R la 74 F'G H510 Parcel ID Number:3-16-37-35-0160-00110-0010 SNARON ROBERTSON+ CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY, FLORIDA RECORDED 04/17/2014 04:00:05 P11 AMT $10.00 q .e . I D Oa RECORDING FEES $10.00 DEED DOC $0.70 T OG T RECORDED BY M Pinon i/ U Pa 850; (1 D9) SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED, made this I , day of April, 2014, between FT. DRUM CORPORATION,a Florida corporation,of 269 NW 9h Avenue,Okeechobee,FL 34972,GRANTOR,and CSX TRANSPORTATION,INC.,a Virginia corporation,of 500 Water Street,Jacksonville,FL 32202 GRANTEE; WITNESSETH,that said Grantor,for and in consideration of the sum of TEN($10.00)DOLLARS,and other good and valuable consideration to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged,has granted,bargained and sold to the said Grantee,and Grantee's successors and assigns forever,the following described land,situate, lying and being in Okeechobee County,Florida,to-wit: A PARCEL OF LAND LYING IN SECTION 16,TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA,AND LYING IN AND CONTAINING A PORTION OF THAT CERTAIN PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 379, PAGE 1216 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY,FLORIDA,AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ALL OF BLOCKS 11 AND 12;ALL OF N.W. 11T''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. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple;that the Grantor has good right and lawful authority to sell and convey said land;that Grantor will warrant and defend the property conveyed against the lawful claims and demands of all persons claiming by,through,or under Grantor,but against none other. IN WITNESS WHEREOF,Grantor has hereunto set Grantors' hand and seal the day and year first above written. SIGNED,SEALED and DELIVERED FT. CO ORATION,a Florida corporation in our presence: /� . _i `/C- �..c L BY: Witness9 Jay 1pole,Vice President Pri414tj,* / `7C- �/749-5' (Seal) Witne s Print Name: tr l'N Arrl ma n STATE OF FLORIDA COUNTY OF OKEECHOBEE The foregoing instrument was acknowledged before methil `1' day of April,2014 by Jay Walpole as Vice President of FT. DRUM CORPORATION, 'Th who is personally known to me or o who has produced as identification. yp n Notary Public State W FbrWa Karin Ammons ignatu of Notary Pub is ( ha' commlobn et t 19767 Printed name of Notary: o... Exptrea oeron�ois My commission expires: (6709-158660.WPDl Book745/Page850 CFN#2014003848 Page 1 of 1 CITY OF OKEECHOBEE 55 SE 3RD AVENUE OKEECHOBEE,FL 34974 TELE:863-763-3372 FAX:863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owners: CSX Transportation INC. Mailing Address: 500 Water St, J-180, Jacksonville, FL 32202 Home Telephone: Work: 904.279.3806 Cell: Property Address: 1117 NW 9th St. Okeechobee, FL, 34972 Parcel ID Number: 31637350160001100010 Name of Applicant: CitySwitch II-A, LLC (Agent: Ignite Wireless/ Kyle Lotze) Home Telephone: Work: 470-239-0846 Cell: 770-862-1034 The undersigned,being the record title owner(s)of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance. This power of attorney will be terminated once approval of the required granting of the special exception or granting of variances is received. IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS 3/ DAY OF r t;1 20 `Z` -. OWNER WITNESS OWNER WITNESS STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me by means of K physical presence or _online notarization,this 3/ day of 1140-7 ,202,Z,by Col fist, A.i[/4,•a r , C (Name of Person who is ersonally known to me r produced as identification. .r;NY►i;`•., JOHN A BLANTON NOTARY P IC SIGNATURE •P• `� `; Notary Public-State of Florida ` ' .1• ' 6 P: Cornmhdnn 0 GG 7411819 _ (Rev 4/2020) ( `••.oFt°e. My Comm.Expires Aug 25,2022 F Page 5 of 11 Bonded through National Notary Assn. I DocuSign Envelope ID:4EB71800-4382-44CE-837D-77EE6D0FDD46 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 25th day of January, 2022. CSX TRANSPORTATION, INC. DocuSigned by: Cikitat t S. bums By: 5273C71 FE138480... Michael S. Burns (corporate seal) Vice President—General Counsel Attest: DocuSigneedd by: �� Ucsoiw 34FFAA808E174B0... Mark D. Austin, Assistant Corporate Secretary CSX Corporation 7/14/22, 12:55 PM Detail by Entity Name DIVISION OF CORPORATIONS r JrJ. t �i Detai iment of Sia,3 / Division of Ccrporztions / Se_rch;:.cords / Seaich by Entity i!arna / Detail by Entity Name Foreign Profit Corporation CSX TRANSPORTATION, INC. Filing Information Document Number 806099 FEI/EIN Number 54-6000720 Date Filed 03/26/1946 State VA Status ACTIVE Last Event CORPORATE MERGER Event Date Filed 12/23/1992 Event Effective Date NONE Principal Address 500 WATER STREET JACKSONVILLE, FL 32202 Changed:01/22/2010 Mailing Address 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Changed:01/22/2010 Registered Agent Name&Address C T CORPORATION SYSTEM 1200 SOUTH PINE ISLAND ROAD PLANTATION, FL 33324 Name Changed: 09/19/2016 Address Changed:09/19/2016 Officer/Director Detail Name&Address Title Director, EVP and CFO Pelkey, SEAN R. 7/14/22,12:55 PM Detail by Entity Name 500 WATER STREET JACKSONVILLE, FL 32202 Title Assistant Corporate Secretary ARMBRUST, STEVE C. 500 WATER STREET JACKSONVILLE, FL 32202 Title Corporate Secretary Burns, Michael S. 500 WATER STREET JACKSONVILLE, FL 32202 Title Director, EVP and Chief Legal Officer Goldman, Nathan D. 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title President,CEO Foote,James M. 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title SVP-Network Planning Barr,Brian 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title EVP-Operations Boychuk,Jamie 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title EVP and Chief Administrative Officer Sorfleet, Diana B. 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title VP and Chief Accounting Officer https://searchsunbiz.ora/Inauirv/ComorationSearch/Sea rah Racultllnfail9innub..h..,n_Fnfihtni�rnes1? a n. -i :�: in r�� n.a �f' VTE A 'VC 7/14/22, 12:55 PM Detail by Entity Name Williams,Angela C. 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title Director, EVP-Sales and Marketing Boone, Kevin S. 500 WATER STREET JACKSONVILLE, FL 32202 Title SVP and Chief Strategy Officer Bezar, Farrukh A. 500 WATER STREET JACKSONVILLE, FL 32202 Title SVP of Sales Adams,Arthur L. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Asset Utilization Albright, William C 500 WATER STREET JACKSONVILLE, FL 32202 Title VP and General Counsel Burns, Michael S. 500 WATER STREET JACKSONVILLE, FL 32202 Title SVP-Engineering and Mechanical Johnson, Ricky E. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Intermodal&Automotive Kenney, Maryclare T. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Energy Longson,Adam 7/14/22,12:55 PM Detail by Entity Name 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Total Rewards Mullen,Michelle A. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Human Resources and Chief Diversity Officer Noel, Stephanie W. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Safety Schwichtenberg,James 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Corporate Communications Tucker, Bryan A. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Asset Management Vierling, Jack R. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Labor Relations Wall,Jeffrey D. 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Operations Juggernauth, Gregory 500 WATER STREET C-160 JACKSONVILLE, FL 32202 Title VP-Network Systems Bittner, Deborah T. 500 WATER STREET JACKSONVILLE, FL 32202 https://search.sunbiz.org/Inquiry/CorporationSearch/Search ResultDetail?ineuirvtvoe=EntitvNameRriirertinnTvno=initiam .nr,hm=r„onrd.r=rcnan AM 7/14/22, 12:55 PM Detail by Entity Name Title VP of Technology and Chief Information Security Officer Eppinger, Gary 500 WATER STREET JACKSONVILLE, FL 32202 Title VP-Finance and Treasury Slater,William D. 500 WATER STREET JACKSONVILLE, FL 32202 Annual Reports Report Year Filed Date 2020 03/19/2020 2021 04/08/2021 2022 05/01/2022 Document Images 05/01/2022--ANNUAL REPORT View image in PDF format 04/08/2021--ANNUAL REPORT View image in PDF format 03/19/2020—ANNUAL REPORT View image in PDF format 03/29/2019--ANNUAL REPORT View image in PDF format 06/21/2018--ANNUAL REPORT View image in PDF format 05/23/2017--ANNUAL REPORT View image in PDF format 09/19/2016--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 j 03/11/2014—ANNUAL REPORT View image in PDF format 04/03/2013--ANNUAL REPORT View image in PDF format 04/25/2012--ANNUAL REPORT View image in PDF format 04/05/2011—ANNUAL REPORT View image in PDF format 07/09/2010--RegAgent Change View image in PDF format 01/22/2010—ANNUAL REPORT View image in PDF format 01/26/2009--ANNUAL REPORT View image in PDF format 01/21/2008—ANNUAL REPORT View image in PDF format 01/15/2007—ANNUAL REPORT View image in PDF format 04/25/2006--ANNUAL REPORT View image in PDF format 08/05/2005--Reg.Agent Change View image in PDF format 04/11/2005—ANNUAL REPORT View image in PDF format 04/30/2004--ANNUAL REPORT View image in PDF format 03/26/2003--ANNUAL REPORT View image in PDF format 04/01/2002--ANNUAL REPORT View image in PDF format 10/09/2001--Reg.Agent Change View image in PDF format 03/26/2001--ANNUAL REPORT View image in PDF format 05/04/2000--ANNUAL REPORT View image in PDF format 7/14/22,12:55 PM Detail by Entity Name ' 05/04/1999—ANNUAL REPORT View image in PDF format 05/18/1998—ANNUAL REPORT View image in PDF format 05/08/1997—ANNUAL REPORT View image in PDF format 04/27/1996--ANNUAL REPORT View image in PDF format 05/01/1995--ANNUAL REPORT View image in PDF format r-luridi:Departnienc of State,Divi,ian Of Corporations I1tiDS:IISearCh.SllnblZ.OfOltrmil.rv/Cmmr1rafinnCoarnhign.rrhRoC1Jkrlokoil%nnodr.A..nn—Cnhi..Aln.....0d:.....a:.._T..__-1_:a_.0__..__�w.___r.-,_—nnvrmw Cir. V TOWER INFO 0 50. '.0C aid 4 I I . T'1 57 71 V,,1 r IaTnr LONGITUDE Bn' 4 2 7 W I., - i ....... (NAV 83 x -,a a ............. SCALE: 50 (MOUND EVA'ION 19. 9 c I �,(f:144.,"� ABOVE:MEAN_Lt_LV_L(NAY BR) I_�_ '/ �^ C.SJ,}:MI \s ,{/��.I//p,�E/ 1 A.+ 6 W.'ti eF )1.i IVfT.ReY ti /"�_ y Vil 0_ %f ZPpIT'.,A,.l MN=H.Sommern7b,III a•R R Florida license No.0006141 VICINITY MAP I AND DVNCR/CLIENT .._ Nw mI sr ..... - .. CS% ITE 500 VPTCR STREET *- PROJECT NO. 215500 _.__...........-._1 ........--"NOR MFN OSC doRcAn W __ ..._.........._..........._..._...... I i 3 Sa Rm. NW 9TH STREET JE R SIGHT DISTANCE PUBLIC RIGHT-CF-WAY VARIES 1V74:TC INIERSEGI10N E�1el" T.__ . - .-A - ± 10%4Y _ (ASPHALT SLNFACE) NVI ITItiAJEI+UE' .._ _.".._.._.._....._ # N] TO SCALE i'" I 7C CMP \\ .. . _. Et EvzB.ar� POE 7 ',Thin'`M EAST .. •�. /rl.fY�}/8J Gfi0 NORM1 Q OF nITCH�-'_ T" } -`..'••� —ROW----RBW—_--RO1y -_—RON--_—ROW—__ ROW___ ROW— I:F TO FLORIDAIA AST W ' Al c > U -_---- -. -"—' :=�'t F olc.N CONVERGENCE OG J 0' E W POC 1� GROSSED I N ii TRUE NOR-11 TO MAGNETIC W Q C(I EHA NS 59 CVU79 u'1- j dddd •\ r.C.•.... ._ U'_CLINATION 9_ j SANPF.CA*/'EJYES AO) 5178) �,\ I - \ GkASSk'0 6'47 W CO _ r, N.I C60999R96.E'.706535719 s1 I / O �� y + —i 0.999944091 CAIC Fa.:lOk �i U ipo — O. F n a '-\ I 1 \ `'C LEGEND It) >� yrI >::a s '��) L.,• \\ y�y 9 _ R'RE84R SETT W! (0'c o _ e rOUNI7 PR0PEA'Y MARKER O.i }R = • eoo POB_RUINT OF RE3IVWAG W I � P1,.I I i� I X-5U%50 TOWER COMCOJNJ AREA. N 7500.00 SO.TT.1 POC-�"JINT OF COMNEACEMEN) i- 0p�1 I, .9 0.06 `ACRESY POE=PONT Of EN:DIVG 1, \ - • ULCU/ATELI POPOW?'S ill ua I O 35,00' :� •".S 11. POB ..- 'N) =MEASURED 30'WIDE ACCESS/' una \ Ns ;Q __..._..__' FRAMER POLE I� U'UN GORR'DOR ._ 0 a RDIXER MX na � N 09.52'26'E 2,613 93 SST'.t. 11 m 0.0a PCRES± Cl] n TELEPHONE PFDES A:. r r�%( „ + y' GRASSED l RK Max.51.• aiy e` _ ..._._...._.._ ELEVANON+•J'J.9J' iii CENTER 010 a Ny GRASSED= OF TOWER = a ��Z • NO BUILDING^, PARENT TRACT _60' q�..". E $B9.52'26'�' NEAR 6868 GSX TRANSPORTATION,INC. NORTH FO'JRTTENT STRET" C U a/8 m 5000" OF SITE. AS'5Er9AI:H ONE BOOK 745 PAGE 850 O00K 745 PAGE 850 5,..E N JJI 35.00' PARCEL'.3 "6,3 -35-CIAO 00110 0010 __ C 5-19 ACRES(%`ER OKEECHOBEE COUNTY PROPERTY APPRAISER) =RIGHT-Of-MA, W aa,E ROW _ A'Q%I — ROW =OVERHEAD POWER i m9_N CAPPED RF.BAti(- Fr OJNO) GRASSED FLOOR NOTE N.-m`a Y \'-SrgMPr O(OF.HUYE9 PS/ i'T8) Ry pooh',Nultir9 only,1ne oubje., LJ_, V 2Y PP • . 1 N y N 12CA3(nv5:, • i' o t I C.,OF 0 CH SALRY RR ..-h t on FI t .aY: fi a,y -� :2-16-J7-5 OAO".00005-0000 ,fi 2O and 5 NOT a al F R.F.I.. PER TAK ARO '1 h d a SALRT RR,C/O CS%CORP Y hazard e 1. - <a RIn ma Ilcao ?ARCF.I: -'?-J8--36--OAC>0-G0001-0000 I L % / PER TAX 0060 ...._?- ____1... ... _4 1 ....__._ _1 .,_............I ___..___{__._ / i si 1 rLORID0 WE;n:RN k Nlu6Tl ERN St0OJAR0 RAILROAD OKEECHOBEE FLC034 �'1�._ Row 1 { j NW 1/4,SEC.16,T-37-S,R-35-E J t� -- ROW__'_ROW __ ROW----RCw ROW—__ ROW -- ROW ___R OKEECHOBEE COUNTY,FLORIDA :. SURVEYOR'S NOTES ` PARENT TRACT(BOOK 745 PAGE 550) 1 (hie' S \P - rrose survey.mode on the greed .rider he szpervison of c F-.oritc Registered Lard A .( rid .� Se 1 hip o.lh - F O.eae ,r ty -I- i a ly y '•..d Y r.Dote o eI'-> vey is September 14,2021 -n hq u oo t�' of that te'to r. parcel o Land�o erded 'n off C'. GRee-.s Bvcl. t>9 Pope 1?lr^ of ,he F till `� n.a 2. r 1 'ry y y rstrurna,is were used of time of`ale vs,l-. Ippsdr.,M-55 and Topton Hp^.r<R C.F.S.ra,,er.a. Records of,Cke b.. County. Farad o d t• re c.' ar a. d a - i0-.K etwo'+capable, All ?lock 11 r._ a• Avenue foe - 1 s.of NIB 1!tr A- 'dth lying between C Einek 1 1 ' J.1. 3 Bearingsb Florida East State I Coordinates CAD 83 a:CPS observation. 12' 1 (3E feel r width) y V.est r'y l,i 'd Block 1' Nprtl F L -tli�Street (flume 4 N u 1 utilitiep undergre.md encrouciiments or building foundul ors were me0svred or ice t d t e' oe i),l,G feet r width) ly South „of' and nty .: .t .h b .cr l prope ty 'irtl t A4e- th y 1 th Teesa d t located,uniess otherwise shown. Add tAdd Uon to Okeechobee. flu. c brave to the I lo, thereof as razor ded in Plat Back 1. rage 25 u`lee able Records Benchmark- PS - Cp t',. R fereStation.,PC 0E9138 Snails cnmar r of . County. Florida. rhe Elevations ref toNAVEa6. �. I b n.y P N 3-15- 016C 0011;-0010 survey was d for p'rp s 51 lrertr Purpose y d t t i t. de, Bate S• T-es (per Okeechobee County Property AFF erlth y t i d l yid g:. veto agency b iv. ut entity. a'� '.Attention directed to fact that thisy y nave been reduced o enlarged'n size due to reproduction. 50 x 50'TOWER COMPOUND AREA should b w*et sa.0 when cot scaled cola This (AS-SURVEYED) Iw 8 •ey c 1 r-ferc h 1 e benefit f sn Abstract Tie searrn A portion of the CSX Transportation,Inc.tract described In Book 745,Page 850 as recorded in the Office of Clerk of 3.Surveyor hereby states the Geodetic Coordinates and to elevation t w,for me proposed cents f the tower ore Circuit Court for Okeechobee County,Florida,lying in the Northwest 1/4,Section 16.Township 37 South, Range 35 East, ' t wit,-.. t- 20 feat horizontal',era to worn -r/ 3 e verr0cly(FAA Accuracy Code 1A. sold Okeechobee County,Florida and being more particularly described as follows: '1 1' row fo-ms to no e R q ements as set,orth by the State L '::d for a'::.ass' 5 v _ 1 .F a to„ n h map o-pal -ba d n .o once,precs•oo of not n 'oar - •50Ce feet e Commencing at a copped rebar,stamped DEBATES PSM 5178,found marking the Northwest corner of said tract,having ci -, 1 '1 1500.)and an angular error numbernot does not exceed 10 seconds titres the square root of the nuber of eroies Florida East State Plane coordinates:N:1060999.896,E706535.719;thence run S 14'33'54-E for a distance of 119.78 ` i turned.Feld traverse was not adlested. 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 PROJECT NO. 12.Tn;s survey is not vaiiid without the origins signature and the original sect of a state licensed surveyor. I'.This is a Site Specific Purpose Survey and does net include the Caere parent parcel. point;thence run S 0 thee 4'E for a distance of 50.00 feet to a point;thence run S 89'52'26'W for a distance of 21-5600 14.Zonieq• ;as suppled by client) 50 00 feet to a point;thence run N 00s feet W for a distance moreof or lee feet to the Point of Beginning.Sold tower Coring Jarisa..Con cry compound area contains 2,500.00 square feet or 0.06 acres, less. _ Zoning Laic use-A-Active 30'WIDE ACCESS&UTILITY CORRIDOR(AS-SURVEYED) ,5 5„ ---'o A portion of the CSX Transportation,Inc.tract described in Book 745,Page 850 as recorded in the Office of Clerk of 3.' L 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: e S o,7.L, Commencing at a capped rebar,stamped DEBATES PSM 5178,found marking the Northwest comer of said tract,having Florida East State Plane coordinates:N:1060999.896,E706535.719;thence run S 14'33'54"E for o 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 >I 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 >I L. 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 7I J 9 along said arc for 64.26 feet to a point on the Southerly right-of-way of NW 9th Street,a variable public co right-of-way and the Point of Ending.Said easement contains 3.613.93 square feet or 0.08 acres,more or lees. LU I Q col 0' =tee; PLOTTABLE EXCEPTIONS C l =-� F:d=_lity National Title Insurance Company S_ F.F5 i.PARENT TRACT Commitment for T U s-Pile insurance Order No. '03'3162 .A CS%TRANSPUPTAIION,INC. Dare far; 1 e 2022 C_ 8:00 am Cu, c BOOK 745 PAGE 950 Schedule B.Section II PARCEL:3-.16-37.-35-0160-00110--,0010 W (n PER Tao CARD d 2.SALRY RR -xrenunn' No nslnlrrent Comment }5 PARCEL:Z-1G-3'-35-0A00-000C5-00o0 W - PER'nx CARD 1-5.--9 "e,rddrd Ce npirnrrn i,..,.a•r n.-t, v me.11ers. 3.FT DRUM CORPORATION - r.f t-. U Sou=731.PngP loan E5 PACEL: !-17-37-3b-0A00-000C1-1000 Ly �Baa: l3'.Pa 1,''S s,f,,e,,l A'rterr Parentto plot. a:.l PER"At CARD 9a deferral,affects information.rriectot-shawAleu ra 4.ERVIN LEVERN PARCEL:1-IS-37-35-0010-00•_ on s leas f'0-0120 Ing.ess/Cgn:ss&U:pity Easement 0 PER TAX CARE -..._I2-._____... gC PARENT TRACT OVERVIEW NOT TO SCALE d. SURVEYOR'S CERTIFICATION 2 `- C7 x� NW 9TH STREET :. y", -certify that pact t survey d a g hovebeen-omp'at o eenev w h the °'O al'Q current q ts of 1 S aids f cl.e forS --j g'n the St et r r'one°to n s POC ,-'� I - _. �0Wi ish,g best of.y l age. f r ,and pare. m r .n E Ira.4 .''Er.:.:iv .. - '''. =, • U"mE 1. f a.: i n ; i 3. -i C17/19/22 Onda sc au.0X61 "____ © -/ 14 fam H.Sommerville, �jn 2. "------1.'' ' '*--- FLORIDA WESTERN & NORTHERN SEABOARD RAILROAD ----iQ l `= • I )I 'I OKEECHOBEE ; FLC034 I I I I NW 1/4,SEC.16,T-37-S,R-35-E I: O'r5EECHOBEE COUNTY.FLORIDA \ /aLai F VICINITY MAP LOCAL MAP ZONING DRAWINGS -----'1 0ITYSWITCH 3* 1900 CENTURY PLACE,SUITE 320 - _` 314- 1 0_ ATLANTA,GA 30345 [ CSX I • .SITE N SITE •• •• o 0 0.. __ FDH ESI ENCIrn • SCOPE OF WORK . ~ INSTALLATION OF AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF FORIMIONCONTAINED O TAI w ENIVIOr CITY SWITCH SITE ID• 150-0'MONOPOLE TOWER WITH 10'UGHTNING ROD.THE TOWER WILL BE PLACED w� INSIDE A FENCED COMPOUND.INSIDE A 2.SW1 SOFT.TOWER COMPOUND AREA 11.WMDLE OR ANY PART OF My. NNW"THE PERMS.OF FOX THESE6 PROMMTED. SITE SUMMARY FLC034 SUBMITTALS WLrI RAW SITE TYPE: NEW SITE DESIGN CITY SWITCH SITE NAME: � TOWER TYPE: MONOPOLE rn cOxsrnuc ox am TOWER HEIGHT: 150'-0° OKEECHOBEE e DNS APPURTENANCE HEIGHT: 160-0° GROUND ELEVATION 29.3'3 SHEET INDEX tip<o�a°no:,^•,.- U WIND SPEED. 145MPH SITE ADDRESS: .,H.`°`.°°`�.aHe..,. �y°CIIIII AL el TYPE OF OCCUPANCY: TELECOMMUNICATIONS SHEET REV. REVISION documents mco:�acereA 12IDa(p• ZZ.()8.12 TOWER LATITUDE: 27"15'07.7W 27.252140-I 1117 NW 9TH ST NO. DESCRIPTION NO. DATE 1im`x="m TOWER LONGITUDE: 80°50 41.3w(-Bobe4]95°) r-1 TITLE SHEET 1 Bvtorm2z •""'`'``� �-A.�CENs�;'*„.• ZONING JURISDICTION. CITY OF OKEECHOBEE OKEECHOBEE, FL 34972 $' SURREY SHEET 1of2 2 °'N92D22 COUNTY: 010EECHOBEE S-2 SURVEY SHEET 2OF2 2 07/19/022 2�• No 52750 •. APS I. 3-1Ba7-35o1BD.DIID-0D1D ON-1 GENERAL NOTES 0 07M2022 2*• li ZONING: INDUSTRIAL GN3 GENERAL NOTES 0 O)A]]12D22 E•�0a: * w* PARCEL SUE: 226,076I SQ.FT.(5.19 ACRES) C-1 SATELLITE SITE PLAN 0 07AD]/N22 aJ•i STATE OF •A/,- LEASE AREA SIZE: 2,500 SOFT(0.068 ACRES) C-1.1 OVERALL SITE PLAN 0 07/072022 IIO�%•� (, POWER COMPANY: TOO NOTE:ANY CHANGES TO THE APPROVED PLANS MUST BE APPROVED BY THE PROPERTY OWNER. C2 COMPOUND DETAILS 0 07/072022 ' IC •4 OR TOP•:�2; TELEPHONE COMPANY: TBD C-3 FENCE DETAILS 0 07/072022 ��j�n/� `NAL '°\� DIRECTIONS PROJECT DIRECTORY 8/102022 _ FROM PALM BEACH INTERNATIONAL AIRPORT,PALM BEACH.FL - - DENNIS D.ABEL PE LAND OWNER: CSX TRANSPORTATION.INC. CCD HEAD EAST ON WELLINGTON RD TOWARD N FLORIDA MANGO RD,IN 367 FT,TURN RIGHT ONTO N FLORIDA MANGO RD.IN 249 FT.TURN - OH INFRASTRUCTURE SERVICES LTC CON GO TAX OEPT.J910 LEFT ONTO WORTHINGTON RD.IN 0.2 MI.TURN LEFT ONTO S AUSTRALIAN AVE.N 1.0 MI.TURN LEFT ONTO THE OKEECHOBEE BOULEVARD STATE LICENSE NO 62750 500 WATER STREET.SUITE 1208 W RAMP.IN 02 MI.MERGE ONTO OKEECHOBEE BLVD.IN 0.3 MI.USE THE RIGHT 2 LANES TO MERGE ONTO 495 N VIA THE RAMP TO ____ DAYTONA SCH.IN 5.7 MI.TAKE EXIT T6 FOR FL-708/BLUE HERON BLVD.IN 0.3 MI,USE THE LEFT 3 LANES TO TURN LEFT ONTO FL-708 WAN FM JOB ALNEF JACI(SONVILLE.FL 32202 BLUE HERON BLVD(SIGNS FOR VA MEDICAL CNTR).IN 1.0 Mt SUGHT RIGHT ONTO FL-710 W.IN 532 MI.USE ANY LANE TO TURN LEFT ONTO -- CONTACT:THOMAS PAULY FL-70 WWE PARK ST.W 2.4 MI,TURN RIGHT AFTER ADVANCE AUTO PARTS(ON THE LEFT).N 0.8 MI,TURN LEFT ONTO NW 9TH ST. PR-006900 PHONE:(904)279.3837 DESTINATION WILL BE ON THE LEFT. SITE IO: EMAIL THOMAS_PAULY@C.SX.COM -- I FLC034 APPLICANT: CSX TRANSPORTATION.INC. CODE COMPLIANCE CIO TAX DEPT.J910 SIM NAME 500 WATER STREET,MATE 1208 ALL WORK ANC MATERULS SHALL 9E PERFORMED AND INSTALLED IV ACCORDANCE WITH THE CURRENT EGDONS CF-HE FOLLOWING CODES AS ADC IRE)B.THE LOC.,VCVEPMNC ALTHOFE1E5.NITRIC IN THESE MANS IS TO cOYSTPUEC TC PEPMP wOPK N. OKEECHOBEE RI JACKSONVILLE.FL 32202 CORFORMNC TO THE LATEST ENT INS OF THE FOLLDWIND: CONTACT:THOMAS PAULV 1 FLCRDA BUI CINN CODE 2020 4 LOCAL BUILDING CODE Fa PHONE:(904)219.TH3] 2- ANSI TA-222-H 5. CITY/CO'JNIT ORDNANCES • 3- NATIONAL ELECTRIC COCE 2C:] 6. 2320 F_FIGA FIRE PREVENTION'ODE 10126041 EMAIL:THOMAS PAULY@CSX.COM -- -- SITEDESIGN/ENGINEER FDA INFRASTRUCTURE SERVICES ADO 5521 MERIDIEN DRIVE • GENERAL NOTES UNDERGROUND SERVICE ALERT :.v 1717 NW 9TH ST RALEIGH,NC 27816 ��) UTILITIES PROTECTION CENTER,INC. I)C-( OKEECHOBEE.FL 34972 CONTACT:JAMESR BILLUPS.PE.CPM THE FACILITY IS UNMANNED AND NOT FOR i 811 �/-`\ -_. _ PHONE:919)]SS1012 HUMAN HABITATION, THEREFORE HANDICAP ` sHEIT mLE: ( ACCESS IS NOT REQUIRED.A TECHNICIAN WILL SURVEYOR SOW ENGINEERING GROUP.INC VISIT THE SITE AS REQUIRED FOR ROUTINE 48 HOURS BEFORE YOU DIG / _ _ (5S BUSINESS CENTER DRIVE IN THE PROJECT WILL NOT RESULT TITLE SHEET IN ANY SIGNIFICANT DISTURBANCE OR EFFECT BIRMINGHAM.AL 35244 ON DRAINAGE:NO SANITARY SEWER SERVICE. LEGAL DESCRIPTION POTABLE WATER OR TRASH DISPOSAL IS _ _. — SLEET NUMBER. CONTACT: REQUIRED AND NO COMMERCIAL SIGNAGE IS REFER TO TOPOGRAPHICAL SURVEY AND SITE PLAN FOR LEGAL DESCRIPTION OF PHONE:(205)252.6985 PROPOSED. PARENT PARCEL AND LEASE AREA I T-1 0 50' 100' TOWER INFO LEi i no No LATINDE 27'15'07705'NORTH n = EN = LONGITUDE 80.50'41.267'WEST NAD 8J s.m SCALE: 1" = SOS ) GROUND ELEVATION:29.3' E $'.o ...'."•�•..•... ABOVE MEAN SEA LEVEL(NAVD88) Y 'X•} 0.IS2 7:w1 t L //. 8 g I r•t Se.%a 4 o 7��"Lottn',� a F•°e-.°' wnnatW N.Sommerville,m '• Florida Ilm x No.0006141 07/19%P2 VICINITY MAP MY eN St 1 AND0flWNF STREET I IETT -E CSX *SITE PROJECT NO. 500 WATER STREET 21-5500 JACKSONVILLE,FL 32202 -op-- -op- -op- -op �_ NOOTOEW+a°sri a�a°Alu:wp @� gr S R NA Wm sr — �. gS S - SIGHT DISTANCE NW 9TH STREET 1074'TO INTERSECTION - - gg W qq e" 6 �� PUBUC RIGHT-OF-WAY VARIES �i my ne St i 6 Fi c E ✓nn 300 i 1074 i (ASPHALT SURFACE) NW 1 OTH AVENUE _ ._p. NOT roSCALE 4 3 }c-�CNP \\ 51CMP - FLORIDA NORTH EHAST ..�ELEV 28.21' POE / EIEV 2'T83 > Q OF DITCH "-- - _ —ROW--- ROW IROW ROW— GRID TO TRUE NORTH W �_�� CONVERGENCE > ( 2e"'k OF DITCH O'04.15.848r OC J e w 5 TRUE NORTH TO MAGNETO V CAPPED REBAR(FOUNO) \GRASSED ,h'\ \: -K' r f DECIJNATON 0, Q a5 5TANPED(DENAYES PSM 5178) V,1 I rN,^� \ GRASSED : I : 847'W 0 y N:1080999.898.E:706535.719 s`\ I Q4'1„u I. I,1I _�5 1.- a • N COMBINED SCALE FACTOR S' m �1 Q�\ _ 0.999944091 a F g1 :\ ,b z D LEGEND i(t) 3 2x2 ] \ \ Y I o =s/e-ROAR sET W Cl)0 8 .a J1 !' 4% _ I"v T e :; • =FOUND PROPERTY MARKER W S POB \ POD=POINT OF BEGINNING _ m1 I m 50'%50'TOWER COMPOUND AREA : POC=POINT OF COMMENCEMENT U t. 2500.00 SO.FT.i CO 58 i 1 0.06 ACRESt POE=POINT OF ENDING ogoa p 1 Z :1 `\ • 1 a • =CALCULATED POINT SAD' IM =MEASURED E,8 'o 3500' �I 3D WIDE ACCESS/ \ I 'tit =POWER POLE ie so.00 I �' ,R N 89.52'26.E UTR.fTY CORRIDOR \ • ® =fatp 80X J rn 3.613.93 SO.FT i co - s r W. 0.08 A..... \� =TELEPHONE PEDESTA! 1m. ora - - _.._._o.. _- ...."... _..._. ....._- - -..._-. ..."_. _____ .-_.__-_ ...._..._".-_—" $_TEMPOPR NAIL RARY BENCHMARK d ; g-> -- _ C� <a u GRASSED / _ ELEVATION=30.93' mz0 STa a 8r t CENTER a C E d - GRASSED OF TOWER m E 1 i� O O NO BUILDINGS PARENT TRACT -60' T�8i v* S 89'S2'26'V NEAR AREA CSX TRANSPORTATION,INC. NORTH FOURTEENTH STREET 5 ti `8 - 50A0' OF SITE -45'SETARCH LINE BOOK 745 PAGE 850 BOOK 745 PAGE 850 rn no m 35.00' PARCEL:3-'6-37-35-0160-00110-0010 W 5 i n 3 5.19 ACRES(PER OKEECHOBEE COUNTY PROPERTY APPRAISER) —^ m o,o E .� I ROW ROW TOW ROW 1 ROW ROW ROW ROW -=OVERHEAD POWER CO m m a K • \ CAPPED REBAR(FOUND) GRASSED FLOOD NOTE ��--- AMPED(DEHAYES PSM 5178) /7) By graphic plotting only,the subject d property appears to fro in Zone X' - ]a"� Of the Flood Insurance Rote Mop _ '•--7=� • CommunityPane No 12093C0415C. • ---- —_- �W�� --- - --zy - OF DITCH __ which bean an effective dote of July gral ___ ._ . SAUCY RR and IS NOT' 1 -"' _ w——— -- —-- ---- PARCEL 2-16-}7-}5-OA00-00005-0000 16,2015 n o special t 1 $1 - PER TAX CARD flood hazard area DAIRY RR.C/O CSX CORP Zone X':Ana of minimal flood PARCEL 1-13-38-36-0A00-00002-0000 I I I I I I I I nmard. __ PER TAX CARD I al i FLORIDA WESTERN&NORTHERNOKEECHOBEE lse a SEABOARD RAILROAD FLC034 8 NW 1/4,SEC.16,T-37-S,R-35-E in.,,, 1-- RoW I___LO1I-___ROW. -- Sow—__I_ROW 1 ___Rgy____ROW—___WOW—__—R OKEECHOBEE COUNTY,FLORIDA w A ii SURVEYOR'S NOTES PARENT TRACT(BOOK 745 PAGE 850) a N Specific Purpose y, groundsupervision Registered A parcel of land lying in Section 16.Township 37 South, Range 35 East,Okeechobee County. Florida, and lying in and u, g 8 1.This W a Site 5 fic Pu Survey,made on the under the of a Florida Re tered Land 3 Surveyor.Date of field survey containing o portion of that certain parcel of Land as recorded in Official Records Book 379,Page 1216 of the Public rvey is September 14,2021. 8 o 2.The following surveying instruments were used of Urnslemon of field visit:Toon GM-55 and Topton Wiper SR C.P.S.receive, Records of Okeechobee County,Flarla0, and being more particularly described follows; (R.i.K.network capable). 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. 3.Bearings ore based an Florida East State Plane Coordinates NAD 83 oy GPS observation. 12th Avenue (35 feet in width) lying West of and contiguous with soid Block 11;all of North Fourteenth Street(Name 4.No underground utilities.underground an ento or building foundations w measured or located os a part of per Plat)(60 feet in width) lying South of and contiguous with the above described property;all lying in the North West this survey,unless otherwise shown.Trees and shrubs not located,unless otherwise shown. Addition to Okeechobee.Fla. according to the Plot thereof as recorded in Plat Book 1, Page 25 of the Public Records 5.Benchmark used is a GPS Continuously Operating Reference Station.PiD DE9138.Onsite benchmark is as shown of Okeechobee County. Florida. 8 g hereon.Elevations shown ore in feet and refer to NAVD 88. Okeechobee County Parcel No.: 3-16-37-35-0160-00110-0010 s gs 6.The survey was conducted for the purpose of a Site Specific Purpose Surrey only,and is not intended to delineate 5.19 Acres (per Okeechobee County Property Appraiser) §8 8 the regulatory jurisdiction of any federal,stale,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 sae due to reproduction.This 50'a 50'TOWER COMPOUND AREA(AS-SURVEYED) w 1 should betaken into conducted when benefitfniof scored at°. A portion of the CSX Transportation,Inc.tract described In Book 745,Page 850 as recorded In the Office of Clerk of 9.Sur Survey won states the with the of an Abstracth Title search. cuPo 9 9.Surveyor hereby tatty five Geodetic Coordinates and the elevation shown for the proposed centerline of five tower are Circuit Court for Okeechobee Caunly,Florida,lying in the Northwest 1/4,Section 16,Township 37 South,Range 35 East, accurate to within+/-20 feet horizontally and to within+/-3 feet vertically(FM Accuracy Code 1A). said Okeechobee County, Florida and being more particularly described as follows: 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 Commencing at a capped rebar,stomped OEHAYES PSs 5178,found marking the Northwest corner of said tract,having o r_ (1':15,000')and an angular error that does not exceed 10 seconds times the square root of the number of angles Florida East State Plane coordinates: N:1060999.896,E:70f3535.719;thence run S 14'33'54'E for a distance of 119.78 a turned.Field traverse was not adjusted. 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 PROJECT NO. 12.This survey is not cold without the origin°,signature one the original seal of a state licensed surveyor. 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 o distance of 215500 13.This is a Site Specific Purpose Survey and does not include the entire parent parcel. 50.00 feet to o point;thence run N 00'07'34'W for a distance of 50.00 feet to the Point of Beginning.Said tower 14.Zoning:(as supplied by client) a G 8 G n I. Zoning Jurisdiction:City compound area contains2,500.00 square feet or 0.06 acres,more or Isse. x Zoning Land Use:A-Active 6:IS 30'WIDE ACCESS&UTILITY CORRIDOR(AS-SURVEYED) G5..0. A portion of the CSX Transportation, Inc.tract described in Book 745, Page 850 as recorded in the Office of Clerk of i `" Circuit Court for Okeechobee County Florida,lying in the Northwest 1/4,Section 16,Township 37 South,Range 35 East, ow2ao .� said Okeechobee County,Florida and being mare particularly described as follows: $750'j3 Commencing at a copped rebar,stamped DEBATES PSM 5178,found marking the Northwest corner of said tract,having Florida East State Plane coordinates:N:1060999.896,E706535.719;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 on 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 are turning to the right having a j (-) 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 re J= along said arc for 64.26 feet to a point on the Southerly right-of-way of NW 9th Street,a variable public y - right-of-way and the Point of Ending.Sold easement contains 3.613.93 square feet or 0.08 acres,mare or lass. W E co !d5 O -Wg PLOTfABLE EXCEPTIONS 0 YZi Fidelity National Title Insurance Company a 6: I.PARENT TRACT Commitment for Title Insuronce Order No. 10373162 V 23 CSX TRANSPORTATION,INC. Date Apri, 14,2022®8:00 am Li 5.CO; BOOK 745 PACE 850 Schedule B,Section II a 0 PARCEL 3-16-37-35-0160-00i 10-0010 PER TAR CARD Fxreotion Nn instrument Lammeot W 8 2.PA RR PARCEL L 2-16-37-35-0A00_00005-0000 1-5,7-8 Standard exceptions.Contain no survey matters. I- (_) PER TAX CARD ' / >D, CO 3.FT DRUM CORPORATION © \Boak 737,aP 125 insufficient Affects Parent Tract,but contains PARCEL 1-17-3]-35-0A00-00001-1000 9e s information to plot,anew.Aor rea PER TAX CARD 4.ERWN LEVERN determine affects&on subject Lease Wee or Ingram/Egress&Utility Easement. g PERCTL 1A15-}7-35-0010-O04}0-0120 PER TAX CARD PARENT TRACT OVERVIEW NOT TO SCALE SURVEYOR'S CERTIFICATION UP°I 'A I certify ihot all parts of this survey and droning hove been compieted in acoordonce with the O1 �,SO;•L• current regccwments of me Standa cis of Prate for Surveying in Ire State of Florida to the - E F 9THNW T rc�4{ best of my knowledge,information,and belief. E m N POC aE A - 4t 5 <@ 1. - • ( Ir C.fS3r'i;irl LIA UM a jL W itoE ul 3. _ \, i li x 11 V 4. 9 `rtseWjj� `TF�4 Ot��":'<' r7tFli`ai [kJ `.i. I.. 3 _ e .. William H.Sommerville,III IN ` I.- 1 m - Florida License Na.0008141 07,722 --. z 1[ rn 1. NORTH FOURTEEN STREET n o 2. FLORIDA WESTERN& NORTHERN SEABOARD RAILROAD Oeg' 'a OKEECHOBEE , FLC034 a 1 NW 1/4,SEC.16,T-37-S,R-35-E OKEECHOBEE COUNTY,FLORIDA a a 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 CONOTITONING LBS POUNDS i-"-"' COMPLETE SCOPE OF WORK.MINOR DISCREPANCIES IN THE DRAWINGS AND/OR AFT ABOVE FINISHED FLOOR LIE LONG TERM EVOLUTION SPECIFICATIONS SHALL NOT EXCUSE CONTRACTORS FROM COMPLETING THE PROJECT AND 10.DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP THE APPROVED AGL ABOVE GROUND LEVEL. MAX MAXIMUM C ITY S W ITC H IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONSTRUCTION DRAWINGS AND SUBMITTING THE REDUNED SET TO OWNER'S REPRESENTATIVE UPON COMPLETION. DOCUMENT ALL WORK PERFORMED WITH ABOVE GRADE LEVEL MECH MECHANICAL 2. BIDDING REQUIREMENTS PHOTOGRAPHS TO BE SUBMITTED WITH REDUNED CONSTRUCTION DRAWINGS. An ADVANCED WIRELESS SERVICE MEL METAL 1900 CENTURY PLACE,SUITE 320 a.PRIOR TO THE SUBMISSION OF BIDS,VISIT THE JOB SITE TO BECOME FAMIUAR WITH BBU BATTERY BACKUP UNIT MIR MANUFACTURE ATLANTA,GA 30345 ALL CONDITIONS AFFECTING THE PROPOSED PROJECT.VISIT THE SITE WITH THE 11.PROVIDE SUPPORTS FOR CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE BLDG BUILDING MGR MANAGER CONSTRUCTION DOCUMENTS TO VERIFY FIELD DIMENSIONS AND CONDITIONS TO CONFIRM THAT THE PROJECT WILL BE ACCOMPUSHED AS SHOWN. ANTENNAS IN ACCORDANCE WITH ALL MANUFACTURER'S REQUIREMENTS. BLK BLOCKING MIN MINIMUM [ CSX ] A U.PROVIDE NOTIFICATION TO OWNER'S REPRESENTATIVE IN WRITING OF ANY CONFLICTS, CLG CEILING MISC MISCELLANEOUS 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 NOT APPLICABLE OF DISCREPANCIES,PRICE THE MORE COSTLY OR EXTENSIVE WORK,UNLESS STRUCTURAL CAPACITY TO SUPPORT THIS PROPOSED EQUIPMENT WAS PERFORMED CONC CONCRETE TIC NOT IN CONTRACT DIRECTED OTHERWISE. OUTSIDE THE SCOPE OF THIS PROJECT. COST CONTINUOUS NO NUMBER •• •• c.WHEN TOWER IS OWNED BY A THIRD PARTY,CONTACT TOWER OWNER 0 DEPTH NTS NOT TO SCALE REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 13.CONFIRM THAT THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS.MOUNT ANALYSIS AND OWL DOUBLE OC ON CENTER G d.WHERE ANCHORING TO A CONCRETE ROOF SIAB,CONFIRM(PRIOR TO SUBMITTING ANY ASSOCIATED MODIFICATIONS HAVE BEEN FOLLOWED AND COMPLETED AS REQUIRED TO DES DEGREE OD OUTSIDE DIAMETER FDHJEED BID)THE PRESENCE OF POST TENSION TENDONS.INCLUDE PROVISIONS FOR X-RAY SUPPORT THE EQUIPMENT ASSOCIATED WITH THIS PROJECT. 0,SIR DIAMETER PCS PERSONAL COMMUNICATION PROCEDURES TO LOCATE THE TENDONS PRIOR TO CONSTRUCTION. DIAG DIAGONAL SERVICE ".. SPECIAL INSPECTIONS: ON DOWN POU POWER DISTRIBUTION UNIT g. 3. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. 1. WHEN REQUIRED.PROVIDE SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT DET DETAIL PROD PROJECT °�.,m, �..,° CONSTRUCTION DOCUMENTS ARE INTENDED FOR DIAGRAMMATIC PURPOSES ONLY,UNO. INSPECTOR.APPROVED BY OWNER'S REPRESENTATIVE AND THE LOCAL JURISDICTION. DWG DRAWING PROP PROPERTYTHE IN,FORM4/10,1COSIVJNE0 IN WE SET OF 4. FURNISH ALL MATERIALS.EQUIPMENT,LABOR,AND ANY REQUIREMENTS NECESSARY TO E EXISTING PI PRESSURE TREATED 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER'S oRVRS V1 OR THESEO COMPLETE PROJECT AS DESCRIBED IN THE CONSTRUCTON DOCUMENTS. EA EACH PVC POLYVINYL CHLORIDE vmeaurrxE PUunssra eF FeH is>noHsnEo. REPRESENTATIVE,STRUCTURAL ENGINEER,CONTRACTOR.AND BUILDING OFFICIAL ODy EL ELEVATION RED REQUIRED ,L SUBIBIITALSO� 5. SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONSTRUCTOR DOCUMENTS. ELEC ELECTRICAL RF RADIO FREQUENCY RR J BRIE E DEW,TION I 019C0 PROVIDE ALL CONSTRUCTION MEANS.METHODS.TECHNIQUES.SEQUENCES.AND EQ EQUAL RM ROOM A SHUNS u7S AN PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. EQUIP EQUIPMENT RO ROUGH OPENING ...Eon PREMOYARY UTZ AO _ _ EXT EXTERIOR RRH REMOTE RADIO HEAD0 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICTwarm IRUCTON AD IRO ME FIRER INTERFACE FRAME, SNT SHEET °O..eart� ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS.AND ORDINANCES GIVE ALL FACILITY INTERFACE FRAME SIM SIMILAR Bra -1-Digitally-signed— NOTICES AND COMPLY WITH ALL LAM.ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, FIN FINISH SPEC SPECIFICATION _ bra.= by Dennis Abel AND LOCAL AND STATE JURISDICTIONAL CODES APPLICABLE TO THE WORK. FLUOR FLUORESCENT SF SQUARE FOOT �l 7. CONSTRUCTION COORDINATION REQUIREMENTS FFLR OOT.FEET SS SL STAINLESS STEEL ,',��/dlC?a �.os.j 2 a.NOTIFY 0 GA GAUGE SUSP SUSPENDED °EEL ,-..... C�\�,�, � p��,,B° GALV GALVANIZED TMA TOWER MOUNTED AMPUFIER 'Q• ;. �T:' �i' GC GENERAL CONTRACTOR TND TINNED NO 62750 t<4 GRND GROUND TIP TYPICAL S*: GSM GLOBAL STSIEM MOBILE UMTS UNIVERSAL MOBILE = : * :*1 INSTRUCTION PRIOR TO GYP GYPSUM BOARD TELECOMMUNICATION SERVICE r'O STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION HORZ HORIZONTAL UNO UNLESS NOTED OTHERWISE 'p i FCC DOCUMENTS. STATE OF .•�l/: HR HOUR VERT VERTICAL IO�'R E(/t e.PERFORMBURM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL HT HEIGHT W/ WITH ,$0"4 OR I QP'0•• OUT I. PROVIDE REQUIREMENTS. IN IN ACCORDANCE WITH FEDERAL.STATE.LOCAL,ABS IN IID NCM,EIN DIAMETER WCSO WIRELESSW COMMUNICATION Ss;�/YA�ENo�,, g.IF FM LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY INSUL INSULATION SERVICE ELECTRICAL SERVICE THAT IS TO BE INTERRUPTED,MAINTAIN THE NECESSARY LIGHTS INT INTERIOR WP WATER PROOF 8/10Y2022 DURING CONSTRUCTION AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A L LENGTH DENNIS O.ABEL.PE FON INFRASTRUCTURE SERVICES.LOU DURING 1CO COMINFRA h.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A STATE LICENSE NO.62750 OR 2-AI OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. R.JO anwnsea i. STRUCTURAL COMPONENTS OF ADJACENT FACILITIES SHALL NOT BE ALTERED BY THIS PR-00690C. CONSTRUCTION PROJECT,AND.ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT STRUCTURES. ERE IR j. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L USTED OR FIRE FLC034 MARSHALL-APPROVED MATERIALS.IF APPLICABLE. k.BURIED UTILITIES MAY EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT slit ww5 BE COMPLETE CONTACT THE UTILITY LOCATE SERVICE A MINIMUM OF 443 HOURS PRIOR TO CONSTRUCTION. OKEECHOBEE I. COORDINATE ALL POWER INSTALLATION WITH POWIA COMPANY AS REWIRED.REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO OWNER'S REPRESENTATIVE. FA KRATOR m.PROTECT EXISTING IMPROVEMENTS,EASEMENTS,PAVING,CURBING.ETC.DURING 10126641 CONSTRUCTION.UPON COMPLETION OF WORK,REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON DR ABOUT THE PROPERTY. n.KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND 1117 NW 9TH ST DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH. REMOVE EQUIPMENT NOT SPECIFIED' OKEECHOBEE,FL 34972 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. U.MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOPE AND CONSTRUCT BARRIERS IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AS WELL AS FROM ° "ms" CONSTRUCTION DUST AND DEBRIS. GENERAL NOTES B. INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S SPECIFICATIONS, UNO,OR WHERE LOCAL CODES OR ORDINANCES DIRECT OTHERWISE. s"EEI WISER GN-1 SITE NOTES: STRUCTURAL STEEL NOTES: 1. CLEAR AND GRUB SITE OF ALL VEGETATION,PAVING,GRAVEL BASE AND OTHER DEBRIS 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: /"- NOT TO REMAIN.SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE INSTALLATION. WIDE FLANGE SHAPES ASTM A992.GRADE SO C ITY SW ITC H 2. PROVIDE ELEVATION OF SUBGRADE WITHIN 0.10 FOOT OF ELEVATIONS SHOWN ON PLAN SHAPES.PLATES,ANGLES,&RODS ASIA A36, Fy 36 KSI MINUS DEPTH OF TOPSOIL,FILL AND MULCH. SPECIAL SHAPES AND PLATES ASTM A572.Fy 50 KSI 3. ROUGH GRADE ALL AREAS WITHIN 1 FOOT OF ELEVATIONS INDICATED BEFORE PLANTING. PIPE COLUMNS BOTH A53. Fy 35 KSI 1900 CENTURY PLACE,SUITE 320 PROVIDE POSITIVE DRAINAGE AWAY FROM EQUIPMENT SLABS,BUILDINGS AND THROUGH STRUCTURAL TUBING ASTN A500.F ATLANTA.GA 30345 ALL PLANTER AREAS TO AVOID LOW SPOTS AND STANDING WATER. y ARKS' 4. REWORK(DRY,SCARIFY.ETC.)ALL MATERIAL NOT SUITABLE FOR SUB GRADE IN ITS ANCHOR BOLTS ASTN A307 PRESENT STATE. AMER REWORKING.IF THE MATERIAL REMAINS UNSUITABLE,UNDERCUT CONNECTION BOLTS ASIA A325 TWIST-OFF w ell� AND REPLACE WITH SUITABLE MATERIAL AT CONTRACTOR'S EXPENSE. ALL SUB GRADES 2. BASE STRUCTURAL STEEL DESIGN,FABRICATION AID ERECTION(INCWDING FIELD [ CSX J AND AGGREAGATE BASE COURSES SHALL BE PROOF ROLLED WITH A FULLY LOADED WELDING.HIGH STRENGTH FIELD BOLTING,EXPANSION BOLTS.AND THREADED EXPANSION TANDEM DUMP TRUCK,AND ANY SOFT SPOTS SHALL BE REWORKED OR REPLACED UNTIL ANCHORS)ON THE AISC'SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION PASSING PROOF ROLL. OF STRUCTURAL STEEL FOR BUILDINGS'LATEST EDITION. •• •• 5. BLEND NEW GRADES NATURALLY INTO EXISTING GRADES. 3. HOT DIP GALVANIZE AFTER FABRICATION PER Al 23/A123M-00 ALL STEEL EXPOSED TO 6. MAINTAIN POSITIVE DRAINAGE ON THE SITE AT ALL TIMES.INCLUDING KEEPING ALL WEATHER AND WHERE NOTED. e EXISTING AND NEW DITCHES,PIPES AND OTHER DRAINAGE STRUCTURES FREE FROM 4. CONFORM TO All AMC AND ABS STANDARDS FOR WELDING. PERFORM WELDING BY OBSTRUCTION. ANY DAMAGE RESULTING FROM FAILURE TO COMPLY SHALL BE REMEDIED ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 XX ELECTRODES.USE ONLY FDH BY CONTRACTOR PRE-QUAUF1ED WELDS AS DEFINED BY AWS. elm NO i 000.0VAT ON 7. IF REQUIRED.MAINTAIN CONTINUOUS EROSION CONTROL ON THE DOWNSTREAM SIDE OF 5. PROVIDE COLD-FORMED STEEL.FRAMING MEMBERS OF THE SHAPE.SIZE,AND GAGE �� THE SITE. SHOWN ON THE PLANS.PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL 8. IN LANDSCAPE AREAS.FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE DETAILS COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE ASI'SPECIFICATON FOR THE .o••w,.a INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED ABOVE THE EDGE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS.' OF THE LANDSCAPE AREA. OCCL0.1000.5 IS 0100,41E0ARY BY NATURE 9. DO NOT PLACE FILL OR EMBANKMENT MATERIAL ON FROZEN GROUND. DO NOT PLACE MED 6. FOR BOLTED CONNECTIONS.USE 3/4'DID.,BEARING-TYPE,A325 BOLTS WITH A MINIMUM R Vcie ORAON L,An AVAI TO AAE�oIIHAA FROZEN MATERIALS,SNOW OR ICE IN ANY FILL OR EMBANKMENT. OF TWO BOLTS,UNO. smRDUTTHE VEvvisvcR OTFwamoHemn 10.NOTIFY OWNER'S REPRESENTATIVE IF MODIFICATIONS TO THE PROPOSED GRADING SEEM 7. FOR NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING,USE 5/8"DIAL A307 BOLTS, SUBMITTALS NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. UNO. DATE DES01111071.1 BY QOM 11.FOOTINGS SHALL BEAR ON FIRM,NATURAL.,UNDISTURBED SOIL OR ON ENGINEERED FILL 8. PREPARE AND PAINT IN ACCORDANCE WITH THE PANT MANUFACTURERS WRITTEN RA .,y Jae (COMPACTED TO 95%ASTM D698).ENSURE THAT EXCAVATIONS ARE FREE OF ORGANIC INSTRUCTIONS, FIELD MATERIAL DEBRIS,OR OTHER FOREIGN MATERIAL.NOTIFY OWNER'S REPRESENTATIVE IF 9. TOUCH UP ALL FIELD DRIWNG.ANT) WELDING AND CUTA SURFACES WITH 2 COATS OF 0 Ma. common. tral AO ANY UNUSUAL CONORIONS ARE ENCOUNTERED. GALVACON(ZINC RICH PAINT)OR APPROVED EQUAL + anon@ CONSTRUCTION I. s 12.FILL AND SLAB BASE MATERIAL SHALL BE 3/4'MINUS CRUSHED ROCK PLACED IN 8' (MAXIMUM)LOOSE UFTS AND COMPACTED TO 98%ASIM D698. Dennis D.Abel,PE Florida License No.62750 CONCRETE NOTES. SITE SPECIFIC SOIL MANAGEMENT PLAN: This item has been digitally �H$ugFg,+q, 1. CONCRETE AND REINFORCING SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 1. SOIL MATERIALS EXCAVATED BY THE CONTRACTOR FROM WITHIN RAIL RIGHT-OF-WAY slgneaandsealetlbyDenn110. ��g DA1y1F�hi, CONCRETE CONSTRUCTION ACI 318 (ROW)SHALL BE RE-USED AS BACKFILL AT THE POINT OF ORIGIN OR SHALL BE Abel,Pb,on the datelnd:Eated ,��•••CEa••� �� CEMENT ASTM C150,PORTLAND CEMENT TYPE II.UNO RE-DISTRIBUTED ON THE ROW IN THE NEAR VICINITY OF THE POINT OF ORIGIN. herein.Penned copies or GA ��•'V� �:�'�� document are not considered 1• ' REINFORCING STEEL ASTM A815(INCLUDING SUPPLEMENT SI),GRADE 60, signed and sealed and the NG 627$U �� ty=60 KM.LINO #; nature must be verified on : # :* WELDED WIRE FABRIC ASTM A185 shy electronic mpies. �•�� SPIRAL REINFORCEMENT ASTM A615.GRADE 60.ty=60 KS an ANCHOR BOLTS ASTM A307 %9: STATE OF �4/�: GRADE 60 REBAR WELDING ASTM A706 Digitally signed %I.O�a �(/A NOTES:ANY BARS SO NOTED ON THE DRAWINGS SHALL BE GRADE 60,fy-60 K51. �4�0-.4 OR 10P•As $ PROPERTYREINFORCING REPORTS IING WITH ASTAI NDICATING CONFORI5(51)MAY MANCE WITH BE WELDED PROCEDURES SPECIFIED by Dennis Abel 4,8's,nNA ��O�o IN A.W.S.014 ARE SUBMITTED. 2. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL.SHALL BE AS FOLLOWS: 2022.08.1 2 8/10D002 FOOTINGS AND OTHER UNFORMED SURFACES.EARTH FACE 3' DENNIS D.ABEL,PE I FOH INFRASTRUCTURE SERVICES.LLC FORMED SURFACES EXPOSES TO EARTH OR WEATHER (>-g6 BARS) 2' 08:56:41 -04'00 COA28282 STATE LICENSE NO.6275D M U ACES EXPOSED TO EARTH OR WEATHER (5#5 BARS) 1-1/2' SLABS AND WALLS (INTERIOR FACE) 3/4' n1AWR 3. AIR ENTRAIN ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER WITH AN PR-006900 AR-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. SITE(a 4. DETAIL REINFORCING STEEL(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACI FLC034 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 OKEECHOBEE 2'-0'.LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8'AT SIDES AND ENDS. FA__ 5. PERFORM WELDING OF GRADE 60 REINFORCING BARS(IF REQUIRED)USING LOW 10126641 HYDROGEN ELECTRODES.PERFORM WELDING OF GRADE 40 REINFORCING BARS(IF REQUIRED)USING E70 XX ELECTRODES.DO NOT WELD WITHIN 4'OF COLD BENDS IN •POPESA R REINFORCING STEEL. 6. DO NOT FIELD BEND REINFORCING PARTIALLY EMBEDDED IN CONCRETE UNLESS 1117 NW TH ST SPECIFICALLY SO DETAILED OR APPROVED BY THE ENGINEER. OKEECHOBEE.FL 34972 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 PUBUSHEO RECOMMENDATIONS.GROUT suaer+me. STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED(3 KSI. GENERAL NOTES MINIMUM). 9. ALL EXPANSION ANCHORS TO BE HILT BRAND,UNO.TEST ADHESIVE ANCHORS TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL JURISDICTION. TWADER GN-2 NOTES: 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF I - EXISTING TELCO kM.•:.m RECORD. t I : r-O(ISTNGPOWERPOLE C ITY S W ITC F-I I. i AND TELCO rEXISTING OVERHEAD 2. NO SIGNIFICANT NOISE.SMOKE.DUST,OR ODOR WILL RESULT FROM I "�"""""""""""""�" T POWER LINE(TYP.) THIS FACILITY. - " i t 1900 CENTURY PLACE,SUITE 320 / ATLANTA,GA 30345 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN ,- -- HABITATION,THERE IS NO HANDICAP ACCESS REQUIRED. -E`:" T CSX 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE - r 1p 5. UTUTES TO BE CONFIRMED DURING SITE VISIT. L J 6. SITE PLAN AND PROPERTY ONES DEVELOPED FROM SURVEY ir1iV]f lliCill COMPLETED BY SAW ENGINEERING GROUP,INC,DATED 9/28/2021. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO _ - ,L -� e COMMENCEMENT OF CONSTRUCTION. '" ` / -CENTERLPffOFDITCH FDH 7. PROPOSED SITE IS LOCATED IN EXISTING FLOOD ZONE X ACCORDING liESI .�. - (( ,...o...g TO FEMA PANEL I 12093C0415C DATED DULY 16.2015. i _ _ ��y,.rn�� 8. CONTRACTOR WILL NOT START CONSTRUCTION UNTIL AFTER THEY - / I ,..o,.....,,....,•.......,.,,, HAVE RECEIVED THE PRE-CON PACKAGE AND HAVE A PRE-CON ® H.SET OF 000nexrs�sra HEDIFORAIATON w ErnHnine WALK WITH THE PROJECT MANAGER. �14 REPRODUCTION uusTwOEETVNATTUDUCED RE 9. CIN ORDER TO HIRE PUBLIC EC AND PRIVATE LOCATING Ull SES. J 1 -t I L ., i - ' W1 11T14 SUBMI TFOw Tint ORDER TO LOCATE MID PROTECT ALL SUB-SURFACE UTILITIES. DO NOT SCAL OFF THESE PLANS FOR ANY BELOW GRADE UTILITIES PROPOSED 44'-0`WIDE RR SUBMITTALS EXISTING GRAVEL. I ACCESS/UTILITY CORRIDOR 10.CONTRACTOR SHALL VERIFY ALL ExioNG BURIED AND OVERHEAD ACCESS ERNE A 4511922 MEOW., I er la«o UTUTES PIOR TO EXCAVATOR.CONTRACTOR SHALL REPAIR AU- DAMAGED I - I UTUTES AT HIS OWN COST AND COORDINATE ANY IN, PROPOSED PROPOGED IT CITE ° _ uls REPAIRS WITH RESPECTIVE UTILITY COMPANY. ` GRAVEL ACCESS DRIVE ; ° 51OT ' J° 11.CONTRACTOR TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD I - Pe.eP„eAN Y1� Cax PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY CARRIER AND I- XI _ -�� ENGINEERING FIRM OF ANY DISCREPANCIES BEFORE PROCEEDING. I I _ ; _ - _ ro� Puw �e 12.CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS PROPOSED 50-0 x50-0" ° ��y.. ,] •� 1 -t TOWER COMPOUND ARE A ogate!a522.OH.1 CAUSED BY CONSTRUCTION. - I PARCEL INFORMATION. • '`• 0• # T. •+'• oxNER: csx TRANSPORTATION _� Z.0% ST'AT'E OF .'t PROPOSED 150'-0• Z. / MONOPOLE TOWER �I0:* '.F%4paIoe:.**0`JURISTICTON:CITY OF OKEECHOBEE PROPOSED CHAINS a S C!�� ZONING:INDUSTRIAL • LINK FENCE - k �'y4101VAI EN��%� LAND USE- - 9110,30 2 PARCEL NUMBER 3-16-37-35-0160-00110-0010 T -, x ��., C.., DEENNISSD.ABEL.RI FON P LATITUDE: URE SERVICES.LLC COB 2°282 2T5'07.7'N - STATE LICENSE NO.02750 LONGITUDE 805041.3'W _ _--.�_� '-'EW I.I1.liNt. Rwaa°xuM R. PR-006900 - STING RAILWAYSUE Et - �/i BUSTING _ FLC034 // ,f f sPE xauE v:n'.. y. ` , _ ,R_ ,.y S OKEECHOBEE lE -.-. FP�wwnara 10126641 011P OVERHEAD POWER X—X— PROPOSED CHAIN-LINK FENCE —x—x— EXISTING FENCE ' MW 111HOBEE,9TH ST -———- EXISTING EASEMENT OVERALL SITE PLAN OKEECHOBEE,FL 34972 -———- PROPOSED EASEMENT 11'x17"V'ALF: I"=50' 24-x36-Cr.,. 1'=25' ROW— RIGHT-OF-WAY PROPOSED LEASE AREA 50' 25' 0 50' Too. SATEL LITE SITE EXISTING ROAD/TURNAROUND _ _ —--— PROPERTY UNE s.�TRweec 1,50' CA NOTES: —-- 'I` 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. C ITY S W ITC H 2. NO SIGNIFICANT NOISE,SMOKE,DUST,OR ODOR WILL RESULT FROM THIS FACILITY. 1900 CENTURY PLACE,SUITE 320 3. 1HE FACIUTY IS UNMANNED AND NOT INTENDED FOR HUMAN I ATLANTA,GA 30346 EN HABITATION,THERE IS NO HANDICAP ACCESS REQUIRED. 4. THE FACIUTY I UNMANNED AND DOES NOT REQUIRE POTABLE I / / —_v-- �4 WATER OR SANITARY SERVICE. I CENTERLINE OF DITCH j I c i [ ■/r'A�`/fvi 5. UTILITIES TO BE CONFIRMED DURNG SIT:NAST. I 6. SITE PLAN AND PROPERTY LINES DEVELOPED FROM SURVEY / •• •• COMPLETED BY SAW ENGINEERING GROUP.INC.DATED I I / I PROPOSED 0'-0"CHAIN 1 9/2DI11DN.CONTRACTOR SHALL FIELD VERIFY EXISTING I LINK FENCE SEE DETAIL I ® INFRASTRUCTURE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. I / SHEET CJ SEIvICES TRUCT 7. PROPOSED SITE IS LOCATED IN EXISTING FLOOD ZONE X / / ACCORDING TO FEMA PANEL/12093C0415C DATED JULY 16. 2015. ` / / PARCEL INFORMATION: r X—X X—X—K X I .a I PROPOSED 3D WIDE ACCESS I OWNER:COXTRANSPORTATON — N UTILITY CORRIDOR PROPOSED11'-0- r---i f -- i aoc-cc-i'c•'.cr�-in-acL WIDE DOUBLE SWING JURISTCTION:CITY OF OKEECHOBEE ——— — _— -- 1 ACCESS GATE -I I I I I I WINOVi IE OR ANY OF THESE SMON . EXISTING CULVERT — ZONING:INDUSTRIAL / L—__J L—_— J I SUBMITTALS LAND USE:- ORTE PREMIUM PROPOSED IOU' r -1 I I P P ERB DESCRP110.4 BY /N PARCEL NUMBER:3-16-37-35-0160-00110-0010 —— MONOPOLE ure JRB 50 r— —-I TOWER //' I n OONBtwucroN YTS me LATITUDE: 27'1507.7M �— I IC-i 1 1 I 30'-0'= a'tom7 twuemucmw ,� Aaa LONGITUDE: BOS0.41.3•W / L—_ _J\\`I ��— r 2201 5TE'a . • --—' I ny I�P� IG MhPI / --- r l fil 360•: I I■ w ,7�022.08. 2 _ :, ne �j�9i�14'00PROPOSEDI2'WIDErI I ,".:.:(e.i. •,-��vEIVS••.'q �jGRAVEL ACCESS DRIVE PROPOSED 10720' L L___J I r`O F•.0�� % t 12J,A'1 PARKING SPACE r NO 62750 ;<: LX—x X—X—X I k • tbt'.G'i NEAREST • .k / RESIDENTIAL +'Q i STRUCTURE L9' STATE OF :40 i $ 4 �1:.04,' OR1OP'.0$� II I ..... .................... O% a a N I g S'10rz022 DEN1� _ I IOU ISIMF D.ABEL,PE Oxe _- __---___—____- —___ _ --______—_ J COn 28282 INFRRASTRUCTURE SERVICES,LLC 1TTj PROPOSED F-0"x5'-0" STATE LICENSE NO.62750 6 PRECAST CONCRETE VS RAIL ROAD EQUIPMENT PAD Rw JOB NIINBE0. Zm PI I Wi 3'-0"H.FRAME PR-006900 6.. I BREIS CENTERLINE OF DITCH FLC034 I SnEwWE: !\ OKEECHOBEE / FA LouEwN: LEIIENIL 10126641 014P OVERHEAD POWER EXISTING POWER POLE ADORBB9 —X— PROPOSED CHAIN-LINK FENCE /� —X—x— EXISTING FENCE EXISTING OVERHEAD• T/ —r 1117 NW 9111 ST EXISTING EASEMENT LINE SITE KAN OKEECHOBEE,FL 34972 ————— PROPOSED EASEMENT EXISTING OVERHEAD 11•B17•SCALE: 1-=20' TELEPHONE LINE 20 i}6'SCALE:1- 10' _ ROW RIGHT-OF-WAY SHER RA —---— PROPOSED LEASE AREA 20' 10' 0 20' 40 OVERALL SITE OUSTING ROAD/TURNAROUND PLAN —--— PROPERTY UNE B,EB„n,,�ut 1,20' C-1,1 I NOTES: 1. THIS PLAN IS SUBJECT 10 ALL EASEMENTS AND RESTRICTIONS OF PARCEL INFORMATION: PROPOSE010'-0" RECORD. C ITY L�H / LIGHTNING ROD OWNER:CSX TRANSPORTATION —PROPOSED CSX 2. NO SIGNIFICANT NOISE,SMOKE,DUST.OR ODOR WILL RESULT FROM WHIP ANTENNA THIS FACIUTY. JURIST CITY OF OKEECHOBEE 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN ZONING INDUSTRIAL 1900 CENTURY PLACE,SUITE 320 (EII ATLANTA,GA 30345 - E) HABITATION,THERE IS NO HANDICAP ACCESS REWIRED. LAND USE:- 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE B y�ry- WATER OR SANITARY SERVICE. PARCEL NUMBER:3-16-37-35-0160-00110-0010 1 [ jrNM.�MI 5. UTUTES TO BE CONFIRMED DURING SITE VISIT. LAT1UDE: 2715'07.7'N CCSXJ U 6. SITE PLAN AND PROPERTY LINES DEVELOPED FROM SURVEY LONGITUDE 80,50'41.3'W •• •• q « FUTURE ANTENNA COMPLETED BY SIXTY ENGINEERING GROUP.INC,DATED 9/28/2021. _ $ N I•�I�I ARRAYS CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO • COMMENCEMENT OF CONSTRUCTION. INFTLABTcru RE _ P. 7. PROPOSED SITE IS LOCATED IN STING FLOOD ZONE X ACCORDING Ttu SEANCES N 4 EXISTING a w ; 4 11;1411I TO FEMA PANEL 12093C0415C DATED DULY 16,2015. „ ! a z a 4 ITHE NFORMATION OMTAHED DI T.SET Of • - 50' ' ow o a w • 4 5-0'� 25-0' DEPRaouc+wxancwvxcToecP MATURE rPRODUCED a wOIRPRI r MITOF,xcsED0.4.sdo a5a �"x x—x—x—%—x x—x—x—x—x+-...--,•-1-5.-0. x MAMMON OF GP N� I n a y ' a w I SUBMITTALS o O o W LL PROPOSED CUE r •EV T Dare a FOLDED DIPOLE 0 - O O ? ANTENNA I I v W W W u P•Eivauiwr urs xiB j I 10'-0x15'.0 I >I1 500Srnuarox •10 ,DR F. n I 10' ' I , y. 7 G FUTUREI m.unroµ.l DOx51,+ucnOx •EV nB EQUIPMENT AREA I EQUIP FUTURET AREA IXXX�.� w : PROPOSED x I I I F.:.mt..* Digitally SigAlxF J « MONOPOLE TOWER I ____... X 'I +, ,r„,u�.a;:,,�; ::byDan1 i5 ......-_ ......_.._ _.. N ,oemeN ueAn.Marem- . PROPOSED DOUBLE • Vow,�JwwmuMro'AOIi� X 022.08.1 2 O SWING ACCESS GATE •x awl tho- X,:a.X0,,,, 'oo I —— PROPOSED 150 I I I :to: NO 62750 MONOPOLE .:1 TOWER I = : # 4 ( _ I I ? :9; STATE OF ,'1.11:Iy w I 1U'-0x15'-0• i�V...0.4 C:,.t (4 O /`\ I FUTURE �41L`8 4OR10P 4"I EQUIPMENT AREA o I I L----J IJlS0 T2 DENNIS D.ABEL.PE •B x FOR INFRASTRUCTURE SERVICES,LLC r —.�T E STATE LICENSE NO. 750 _ I o-0„s-0 I PR-006900 PROPOSED PENCE b I FUTURE EO PMENT AREA ,I SIFUD I 7.-0'4 j FLC034 —T — 0 L + OKEECHOBEE IIIIIUIIIIIIIIII,t I III'MINI Iy_ _ X—X X X—X—x—x—x—x—x—I -1 II I I f-1 I I— I_ PROPOSED/07QC PROPOSED 5'-0'x5'-0' P PARKING SPACE W-3' PRECAST CONCRETE NOTE' —III—)I(—III—I I I_I I El I I—III—) • RAIL ROAD EQUIPMENT PAD 10126641 I.)PROPOSED AYTOWEROR WILL BE PAINTED I—I(—III—III—III—I I_I I- 'I f 17'-0' .01.84 W13'-0"H.FRAME FLAT BLUE,GRAY OR BLACK, 1117 NW STIR ST THE SA R OF WORK DOES NOT OKEECHOBEE,FL 34972 2.)INCLUDETH A STRUCTURAL EVALUATION OF • THIS TOWER OR STRUCTURE.NEW ANTENNAS TOWER ELEVATION AND EQUIPMENT SHOWN ON THIS PLAN COMPOUND PLAN HAVE NOT BEEN EVALUATED TO VERIFY THE 11"x17"SCALE 1"=20' 11'xi 7'SCALE: 1'= 10' TOWER OR STRUCTURE HAS THE CAPACITY 24'x36"V•41 E: 1' 10' 24'x36"SCALE: 1"=5' DIM TRLE. TO ADEQUATELY SUPPORT THESE ANTENNAS.PRIOR TO ANY ANTENNA OR COMPOUND DETAILS EQUIPMENT INSTALLATION,A STRUCTURAL 20 10' 0 ZO' 40' 10' 0 10' 20' EVALUATION OF THE TOWER OR STRUCTURE, INCLUDING ALL ANTENNA MOUNTINGSYSTEMS& ' '1�� 51EETNN9cR PERFORMED.HARDWARE SHALL BE 1'=20' 1"=10' C=2 r:LLrn rtc; 0 (PER .GALVAOB3). 9'-0'(TYP.) 14' WIDE DOUBLE�SWING ACCESS OCAT O 3"0.0.GALVANIZED STEEL SCHEDULE 40 CORNER POSTS O 2-1/2•NOMINAL GALVANIZED STEEL,SCHEDULE 40 r-10'-0'MAXIMUM SPACING- CITYSWITCH INTERMEDIARY UNE POSTS(PER ASTN-F1083).UNE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 10'O.C. -x-x-x-�- - - -x -- x-x-x-P -x-x-X 1900 CENTURY PLACE,SUITE 320 03 I-5/B'O.D.ROUND TOP RAIL&BRACE PIPE RAIL(PER \ i= -x-v - -X-x= X-x-x- - ASM-F1083). r z-x-z-x X-X-x- -[-x-x a ATLANTA.GA 30345 ♦.A.._ .. Y AA-A-_1_.4'�.IL 1R_Y-__AW. _A A..1-- x O4 9 GAUGE FABRIC CORE WIRE WITH 2'MESH(TO CONFORM TO _•••♦••••••♦•••�♦♦••••♦•♦••••••♦•••♦� E......00ttt ♦.....tt•� I;.�000.•.:.t♦04O:OOt:' ►��0.4OODOOOO♦OO4♦t•^ . •4 •• ;..<.�•�i PP♦' - •••♦••••♦1 .•K-•.•♦�•ABM-rssz). 0y Si:ilitO.00♦♦♦♦♦•O�•♦♦♦P•♦,41%;:•;*:000i!•'♦�OOi Oi♦O� ;i:O'00.0'O.O♦O•••:d• i�•04♦�00♦00•:::::A Oi lit;$•♦••�♦�•�1 a fifitl yO♦A OS 9 GAUGE ALUMINUM TIE WIRE.PROVIDE HOG RING FABRIC TIES tiitttiii••••*�♦•♦t$t•�t 4Oi©.F•••••titiI 10••tiiti/ ii•••••!itttiiiii�ti•• !iii.♦iiitiiiiti%i••••• jt••••••••••••••••••, •ti'i/i it♦tti• SPACED 12"O.C.FOR POSTS AND GATES AND 24'O.C.FOR R••♦•♦•i•••i•♦•••••••♦•♦t•••)A.:.•. ••♦•••••i•♦••••••••••Oi�••••♦•♦• t•••♦•♦4i\••••♦•♦••4 t••i•t••• �••••••i i.••+:.:•i�i4••♦•4. r•••••••••••••••••••••••••ii�♦•�r 4 ••••••••••4 [ csx 1.1' 06 9 GAUGE ALUMINUM TENSION WIRE. ' I - m 4seemmt..A` m_-_•_•-••• _; O1! ••..•••i'.i•i••••.••i•••4••.....,%••..i•(151 it•.*V •i•i•i•i•i•i••••••♦••• ••] i iti4i•i44 i;'�.4i4i•i•XI4 �S 4i V•0•.. ";'i":i 4.%5R•i.::.. •• •• 3 STRANDS 14 GAUGE BARBED WIRE WTTH 4 POINT BARBS, m _.4•••••.4♦. ••••.4••i�•4..A..i•p•••4.9A/9A•••••••4•••ifyV VA-•••Ji•♦•♦.:4•♦•.•••••••t••i it•••••••r,••.4 ••••••••••i X••�•i•••••i4.O4i•••• •i®i•.•i.•♦••• ••i i O SPACE BARBS APPROXIMATELY 5 D.C. ;':.O!Ri.tii4%i4••�i4i4ii i'iii••••:�•ii•:•:•:ii FR,:+414 :•it•51••iii4i i�•i:•:•:•]]]1�T :i4i44%.4.410.•w.:+ii4 .i•.*•�•�♦�•�•�•�i i.*i♦.`::11.,w..itii 3/16k3/4'STRETCHER BAR;TO EXTEND FULL HEIGHT OF ♦ •. ••• ••.•1•••.•••.•...•••••1 •� ♦••••.Oi.�•.11� ♦♦♦.a•••♦.•••••••♦ •+.••••••©.•♦•.♦♦•.•••• . 6 O FENCE. ::::1 i'i�•i♦:::::a it:4i❖i:••i i::::::+•iti i i' ;:;',44i i i i i4i4::::::•i i«'!ii4:Yt:••i i i iti i4i:4i$•. iii i i i i i i i i i i°i i i i 1 _.• • . t.:0♦t•t0•t•..400 Ai.:ttt•4••`•tt4:.V•••••4.41g 1 i!h i4 i4i i i4.4.4i i4i 1I♦1F1e t4..�t4••4•..•i it: ■••..o ♦ •♦•1••••4.1•®•••• FDHJEMP 9 3//8 DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR • -'":*:‘:':4 • . . -- . - •••♦•••••••••!4 b.�k 90.Oi••••••••• ,-Hi•4♦Oiiiiiiiiiiii��•••••ii' O DIAGONAL THREADED Roo. 1 �::.ee•.•w.•.•.t..•......I.ti- s.�••4.4t44t.�.. _ 2dR`4f1�F �+py"/• aw :.�. .. .,-3....c.....:..._ - ...n a rw ...s....._: ._'... II ...:. ._. ........... =ftr7� .'1:: a)mAINTAN A I'I-5/8"DIAMETER CORNER POSE BRACE. 7/ I I \ \ \ \ I \ \ \ \ \ \ \ \\I - - PROVIDE CROWNED//IPRCHmMUM L CLEARANCE SHEFOR FENCE FROM SPOSTHED OPIERE G\rc/\�i1 /\��j\�®lll•••� �\��/ II/�\/�\/�\/\ \ •\\//\��j/\// ' �j /\\ \/�z/ ry �j�f < k noENTSIS ROBRIBtnwy NARIREI \� \ \ I I/ / / / / J / OR CA TTo E EPROD�<\\r I I \\A,A A : I6�\\/\\r\\r\\r\\r �r\\ r\\r\ r`L /`L r\\r\\r\\r\\ wale axxm rnmaE,xEset�AtwrGsUCED B'CRUSHED STONE('IYP). II I I, .I , • I _i u ' vrasAsswxovvasls vaoxertEoFINISHED GRADE SHALL BE UNIFORM AND LEVEL L A u V I-2� SUBMITTALS 5 4"OD.GALVANIZED STEEL SCHEDULE 40 GATE POSTS(PERs. tU" I IA sa O ASM-F1083). I I I'-0" I I TO- A VW. PREMOLAR, NTS IRS O /2"NOMINAL PIPE FOR GATE FRAME BRACE RAIL(PER 1'-2" p OBSCRBRION BY Qom ASTM F-1083). DUCK BILL OPEN GATE HOLDER.CONTRACTOR TO VERIFY D.eeAU Abel.PE Digitally sigred�� I7 EGRET LOCATON PRIOR TO INSTALLATON. Ronda License No.42750 MULTI-TENTANT LOCKING DEVICE. FENCING DETAIL TNAUemnas been UHIIAI, m PROPOSED GEOTEXOLE FABRIC. .vgnetla''d''' '''''mdsD- by Dennis Abel- CONCRETE PIER FOUNDATION;TO ACHIEVE A MINIMUM 11'x17'SCALE N.T.S. Abel.FE.on the date dies d ®BSERAIMWIMUM OFO 6PBELOW FROST UNEv(48'MINIMUM, 24"x36"SCALE:N.T.S. herein.Fnn[enwpOU 0.Here0 �0'11-DAN*.,,,,, 11 dowmemarelwtwnsMera Date:2022.03.12� TYP.). signed and staled and the �N. ,,,, C , 21 12"e24'NO TRESPASSING SIGN. signature must be verified on 08:58:05-04b(t ee •o� sF•:�'R-� ameleemnrcmgss. O" No 62750 t< MDLIILOCK INSTALLATION. *' 1. DRILL 3/8"HOLES IN THE GATE LEAF USING THE GATE �'O * •Z�: ` DIMENSIONS PROVIDED. r•p, STATE OF I. ALL FENCING TO BE INSTALLED PER ASiM F-567.ALL SWING 2. SUDE THE CARRIAGE BOLTS IN THE SLOTS ON THE BACK OF iQ\.A 4� GATES TO BE INSTALLED PER ASM F-900. • �� --_ L I� PART"B•AND PUSH THE BOLTS THROUGH THE HOLES DRILLED C 0% 4•O R 10.."\l$ 2. BARBED WIRE PERMIT REQUIRED SHALL BE COMPLETED IF LOCAL b a -pill* T.._ TNiGHTEN AND CUT THE GATE RTHE EXCESS BE.PUT THE OLT AND DFTMDO LTHE SAME wpm ,,�'oil: •NO,, ORDINANCE REQUIRES. I I TOP VIEW PART A. �tVA� .4t, TOP VIEW 3. POST&GATE PIPE SIZES ARE INDUSTRY STANDARDS.ALL PIPE I t TO BE GALVANIZED(HOT DIP,ASTM A120 GRADE•A"STEEL). i 3. ADD THE NUMBER OF SLEEVES NEEDED FOR THE NUMBER OF rVlvmu LOCKS AND SUDS THE LOCKING BAR INTO PLACE THROUGH ALL GATE FRAMES SHALL BE O WELDED.ALL WELDINGS SHALLALLBE BOTH PART'A"AND PART"B".NOW INSTALL THE LOCKS. FOENNIBRFRDASTRUCTURE SERVICES.LLC COATED WITH(3)COATS OF GOLD GALV.(OR EQUAL).ALL OPEN POSTS SHALL HAVE END-CAPS. SIDE VIEW SIDE VIEW GQA 28282 4. IF THE GATE HAS NO CENTER BAR IN THE GATE LEAF YOU MAY STATE LICENSE NO.6275D 4. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC NEED TO MOUNT THE SMAIELOCK VERRCALLY USING THE SAME USING GALVANIZED HOG-RING WIRE. DIMENSIONS GIVEN ON THE GATE FACE. u as DROP ROD ASSEMBLY DETAIL LATCH ASSEMBLY DETAIL 5. VERTICAL APPUCATION MAY ALSO BE USED ON SUDING GATES PR-006900 5. MUSHROOM ANCHOR AND PLUNGER REQUIRED FOR GATE. WITH MULTIPLE LOCKS. GENERAL CONTRACTOR RESPONSIBLE FOR GATE LOCK. 11"x17"SfAIF:N.T.S. "SCALE:N.T.S.24'0.6"SCALE. N.T.S. 24 24'e36x36"SCALE:N.T.S. sRaIO: GATE LOCK ASSEMBLY. FLC034 9-1/2" 7-3/4' �- \ METAL MUSHROOM 1. •STYMIELOCK'MULTILOCKING CALI OUTS L \ STOP INSTALL'WITH FINISHED GRADE DEVICE OR APPROVED EQUAL 3/8"CARRIAGE BOLT Mle xvue OI 1" AVY�1 SLOP PARALLEL WITH (TYP.) OKEECHOBEE GATE LEAF - •Ai. CLOSED GATES Op 3/8"HOLES � ' /�•�1/� © 1 :1'',,;..,,...........:.;;;:::,....3.....,,,;; .} ( I I rxsoaTroc 10126641 , _ . . tl \��/ J ,/ /,\ �%//� /\/2\/ I---�_�_ 1117 NW aTH sT .�.�♦♦�♦�. .�♦�.�♦�♦�♦ \(\\ .1 Or// \� \ II L, I OKEECHOBEE.FL 34972 e:Alt- 4 I mil4 '?/\ L1• Imo. LOCKING EAR 11 4,-.4, �.'�♦�.A� - _.�.0♦`I.�A CONCRETE SLEEVES ss�EaFTsna: to- 1-2• ) FENCE DETAILS 1" GATE FACE -ACCOMODATING MULTI-TENTANT LOCK GATE KEEPER DETAIL MUSHROOM STOP DETAIL GATE LOCK ASSEMBLY DETAIL AExTRAISER 11"x17"SCALE:N.T.S. 11"eT7"SCALE:N.T.S. 11-x17"RP&IE:N.T.S. 11'x17•SCALE:N.T.S. 24"e36"SCALE:N.T.S. 24"x36'SCALE:N.T.S. 24'x36"SCALE:N.T.S. 24'06"SCALE:N,T.S. C-3 8/15/22,2:04 PM Okeechobee County Property Appraiser • Okeechobee County Property Appraiser 2022 Preliminary Certified Mickey L.Sandi,CFA updated:8/11/2022 Parcel: « 3-16-37-35-0160-00110-0010 (34413) » Aerial Viewer Pictometery Google Maps Owner& Property Info , • 2022 O 2021 c .'2020 2019 2018 ' 'Sales p Y Result:3 of 11 =CSX TRANSPORTATION INC - lor in Plw lip -1-jj Owner 500 WATER ST $ P ,r it. n JACKSONVILLE, FL 32202 — ;i' �r Site 1117 NW 9TH ST OKEECHOBEE ass-Hi- . A I - t 14 ii NORTHWEST ADDITION A PARCEL OF LAND 1 !LYING IN SECTION 16,TOWNSHIP 37 SOUTH, . _ ...'"Z � 'al.. RANGE 35 EAST,OKEECHOBEE COUNTY, ., � y • r;: Or^ _ X - FLORIDA,AND LYING IN AND CONTAINING A •f. • t> - F r ,,x;i PORTION OF THAT CERTAIN PARCEL OF LAND . .. AS RECORDED IN OFFICIAL RECORDS BOOK •. i r-I !Fr 'I. 379,PAGE 1216 OF THE PUBLIC RECORDS OF rhsl, , ,�OKEECHOBEE COUNTY,FLORIDA,AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: lilt • ALL OF BLOCKS 11 AND 12;ALL OF N.W.11TH ._. .1 ria_ .� M f40 Description* AVENUE(70 FEET IN WIDTH)LYING BETWEEN s• _ ' • p SAID BLOCKS 11 AND 12;ALL OF N.W. 12TH h T .0, d3 y` '� � i� AVENUE 35 FEET IN WIDTH LYING WEST OF ti- • �'� IAND CONTIGUOUS WITH SAID BLOCK 11;ALL OF s a •.ti. i±1 'NORTH FOURTEENTH STREET(NAME PER PLAT) 'si`�`r a . (60 FEET IN WIDTH)LYING SOUTH OF AND "`;_ - — - - - CONTIGUOUS WITH THE ABOVE DESCRIBED 6 � PROPERTY;ALL LYING IN THE NORTHWEST a :;'1ir . i' ` ' ADDITION TO OKEECHOBEE,FLA.ACCORDING 'Is",[ .r+--- I TO THE PLAT THEREOF AS RECORDED IN PLAT �' .+°I r 1 r a I BOOK 1,PAGE 25 OF THE PUBLIC RECORDS OF ' k :- •� • ` i'*`a r . OKEECHOBEE COUNTY,FLORIDA.«<less -I •} d f H'CT * : fig _ 1- •t Area 5.19 AC —._IS/T/R 16-37-35 .1ilr Y - '_ . � „y .y — � r, i 'olh r. r.-'r'l�r i'a ul Use Code** VACANT(0000) ITax District 50 riret rnt _ + _ � 1 , l x 'The Description above is not to be used as the Legal Description for thisparcel _w1,^.� _ T sri .` i-r ' PP L1�."' IG;P. in any legal transaction. I ,.,r:r et, ;. !!1°!7.TH ST '"The Use Code is a Dept.of Revenue code.Please contact Okeechobee County ;LI , .. •* Planning&Development at 863-763-5548 for zoning info. 40% 411#3 "" • s oral• - w A .. ° FN (Property&Assessment Values "� y� `> or • 2021 Certified Values 2022 Preliminary Certified ri. tr aar' � i a, A ... .- �" ' qk Mkt Land i $137,990 Mkt Land $148,274 14 r. ' rn lG''lit Ir Ag Land $0 Ag Land _—_ $0 !' = yr;. I— -- + Building $0 Building $0 �4 .Ak op-." :! } ' t,.t XFOB $5,181 XFOB $0 , . ---• - Just $143,171 Just �- $148,274 �� _�--. • k `_.. i Class $0 Class $0 ` I.Aii *» +i� °, irly _ "iL" lrtf _ Appraised $143,171 Appraised $148,274 I �M c` •4:4 ' t ,f .•' r. e s, 11 SOH/10% $0 SOH/10% $o ,{1_,,_. ♦ t� -Mi,�^ • 'JP'.�Mlr__ '.`,2I Cap[?] Cap[?] M 7 { m . e' T' •+ I �( Assessed $143,171 Assessed - $148,274 y� - - - «��4; ., . l~ -a, � 1 0 Li Exempt $0 Exempt $_ ' y A. 'N. .. ' .. , ■ t.�� . '-- I' .�iF ,- eounty:$143,171 county:$148,274 ! +� �dl ( T-Total city:$143,171 Total city:$148,274 ,:_ ,a 0 -.• ' : T 1 lid Ail - Taxable other:$143,171 Taxable other:$148,274 i'i'r • 'i i _ + i •"`•., school:$143,171 schoot:$148,274 ,1 ��Elm. ~ —`'1� =-� - ` Note:Property ownership changes can cause the Assessed value of the j t �� 1/21 1"� irr -'�i` property to reset to full Market value,which could result in higher property '«.e '_ a•• i "O.'• .r. .r .. . • ' ri � taxes. 1/ s'• ..-. `r Sales History Sale Date I Sale Price I Book/Page Deed I V/I Qualification(Codes) RCode 4/14/20141 $1001 0745/0850 SW I V U 11 6/21/19961 $0L 0379/1220 WD I V , U 02(Multi-Parcel Sale)-show ( I www.okeechobeepa.com/gis/ 1/2 8/15/22,2:04 PM Okeechobee County Property Appraiser 6/21/19961 $0 0379/1216 WD V I U 02(Multi-Parcel Sale)-show 11/1/19901 $0 0319/0132 WD V Q yY 4/1/1988 ._._M$0 0294/1908 FJ V Q 7/8/1985 $0 0273/0690 WD V L u 03 7/8/19851 $0 0270/1716 WD V Q 4/1/1973 $0 0146/0693 I WD V Q I ' Building Characteristics Bldg Sketch I Description' Year Blt i Base SF I Actual SF I Bldg Value NONE Extra Features &Out Buildings (Codes) Code ( Description Year Blt I Value ( Units I Dims Condition(%Good) NONE 'V Land Breakdown Code Description Units Adjustments Eff Rate Land Value 061 ID3 RR VICINITY(MKT) 1.000 AC 1.0000/1.0000 1.0000// $54,000/AC $54,000 961 ID1 REMAIN ACRE(MKT) 2.569 AC 1.0000/1.0000 1.0000// $22,500/AC $57,802 1 961 ID1 REMAIN ACRE(MKT) 1.621 AC 1.0000/1.0000 1.0000// I $22,500/AC $36,472 Search Result:3 of 11 ®Okeechobee County Property Appraiser I Mickey L.Bandi,CFA I Okeechobee,Florida 1863-763.4422 by:GrizzlyLogic.com www.okeechobeepa.com/gis/ 2/2 Ire .. ., .. i.— r i �-�i. 4� % — — O [ IOW y 4 !lloN#YAl: " , _ .::— "e0-,,-, A* .s1 _k-siiii IM N# ku. "L_ x j..__�ry _ _._ .iy..iC fit° n' t, 4Y 4 4 Y ! wr: ter .,K • g t t„!. *- w{ • +y.ar ,per G •;g3yr #� ' ,s 4 � ! a ra i t f` v ,•' k' YWy - 1- t { d ,c IiJ a. 'LW... {Flt� T E I r Vet •At, 4, i .iiii.r.... . _ . ritt- , , (^q,. t,I ,;!" IMF 0 130 280 390 520 050 780 910 1040 1170 1300 ft _____ Okeechobee County Property Appraiser Mickey L.Bandi,CFA I Okeechobee,Florida 1863-763-4422 PARCEL:3-16-37-35-0160-00110-0010(34413) VACANT 0000 5.19 AC NOTES: .- � ( )� OKEECHOBEE(FLC034)-AERIAL NORTHWEST ADDITION A PARCEL OF LAND LYING IN SECTION 16,TOWNSHIP 37 SOUTH,RANGE 35 EAST,OKEECHOBEE COUNTY.FLORIDA,AND LYING TT IN AND CONTAINING A P CSX TRANSPORTATION INC 2022 Preliminary Certified c Owner:500 WATER ST Mkt Lnd $148,274 Appraised $148,274 • - IL JACKSONVILLE,FL 32202 Ag Lnd $0 Assessed $148,274 Site: 1117 NW 9TH ST OKEECHOBEE Bldg $0 Exempt $0 - a 90 Sales 411412014 $100 V(lb XFOB $0 Total county:$148,274 city:$146,274 ar Info 6/21196 $0 V(14 Just $148,274 Taxable other:$148,274 scheol:$148,274 Okeechobee County,FL 6121/1996 $0 V(U) This information„was derived from data which was compiled by the Okeechobee County Property Appraiser Office solely for the governmental purpose of property assessment.This information should not be relied upon by anyone as a determination of the ownership of property or market value.No warranties.expressed or Implied,are provided for the accuracy of the data herein,it's use,or it's interpretation.Although it is periodically updated.this information may not reflect the data currently on file In the Property Appraisers office. 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