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R-98-1010• • CITY OF CLERMON7' RESOLUTION No. 1010 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLERMONT, LAKE COUNTY, FLORIDA GRANTING A CONDITIONAL USE PERMIT TO ALLOW THE CONSTRUCTION OF A COLLEGE CAMPUS AND RELATED FACILITIES, LOCATED IN THE RR RURAL RESIDENTIAL DISTRICT. WHEREAS, the Planning and Zoning Commission of the City of Clermont, Lake County, Florida at a meeting held July 7, 1998 recommended approval of this Conditional Use Permit to allow the construction of a College Campus and related facilities in the RR Rural Residential District at the following location: LEGAL DESCRIPTION See Attachment "A" The City Council deems it advisable in the interest of the general welfare of the City of Clermont, Lake County, Florida to grant this Conditional Use Permit; • NOW THEREFORE BE IT RESOLVED by the City Council of the City of Clermont, Lake County, Florida that: SECTION 1. This application for a Conditional Use Permit to allow the construction of a College Campus and related facilities located in the RR Rural Residential District be granted subject to the following conditions: 1. This Resolution shall inure to the benefit of, and shall constitute a covenant running with the land and the terms, conditions, and provisions hereof, and shall be binding upon the present owner and any successor in title or interest, and shall be subject to each and every condition herein set out. 2. Upon approval of the this resolution the aforementioned property shall only be used for the purposes described herein. Any other proposed use shall be specifically authorized by amendment and approval of the City of Clermont City Council. 3. Construction and operation of the proposed use shall at all times comply with the regulations of this and other governmental agencies. • • • • CITY OF CLERMONT RESOLUTION No. 1010 Page-2- 4. Prior to the issuance of any permits, the applicant shall submit formal site plans for review and approval by the City of Clermont Site Review Committee. The site plans shall meet all submittal requirements and comply with the conditions of this Resolution, applicable Codes, Regulations, Ordinances, and provide compliance with the adopted City Comprehensive Plan, as amended. 5. The applicant shall submit a detailed excavation, grading and erosion control plan for the site during the site plan review process which must be approved by the City Site Review Committee prior to initiation of development activity. 6. All excavated material shall be stored in a location approved by the City Engineer. 7. Geotechnical information regarding the soil characteristics of the site shall be submitted to the City as part of the Site Review process. . 8. The permittee/developers shall provide both temporary and permanent grassing including fertilizer application on all disturbed areas where construction is not immediately intended. Said plan shall be provided in accordance with an approved ground cover plan acceptable to the City in accordance with best management practices (BNIP) of the U.S.D.A. Soil Conservation Service. 9. In areas where substantial earth work requires filling/compaction, density tests will be conducted at a maximum of 2 foot intervals in order to prove compaction requirements. All disturbed soils shall be compacted to 95% density of modified proctor. 10. A dust abatement plan shall be submitted to the City detailing measures to be taken in eliminating the migration of dust particles from the site. The plan must specifically outline those measures recommended by the United States Department of Agriculture Soil Conservation Service and the Florida Department of Environmental Protection (FDEP). 11. All areas being modified to a slope of three (3) horizontal to one (1) vertical (3 :1), such as water retention areas, shall be sodded. Slopes greater than 3:1 shall be prohibited. 12. Ingress/egress to the site for construction shall be as approved by the City Site Review Committee. 13. The permittee shall meet the required access management standards of Lake County, the Florida Department of Transportation, and the City of Clermont consistent with jurisdictional • roadway classifications as it relates to identified jurisdictional facilities. • • • CITY OF CLERMONT RESOLUTION No. 1010 Page - 3 - 14. The permittee shall provide right-of--way and assist in construction of roadways consistent with identified impacts of the facility as approved by the City. Plans and specifications for such improvements shall be submitted to the City and appropriate jurisdictional entities for review, evaluation and approval prior to construction of the school facility. 15. Sidewalks shall be constructed along all roadways in conformance with City of Clermont Standards. Said sidewalks shall be constructed the length of the subject property. Construction shall be provided in accordance with adopted City Codes. 16. All roads within the project shall be designed and constructed in accordance with adopted City Standards. 17. Overall roadway improvements shall be provided consistent with approved impact mitigation measures delineated by the appropriate jurisdictional entity at Site Plan Approval. The applicant shall provide pedestrian and bicycle facilities/improvements consistent with adopted directives of the City and Lake County. Improvement plans for such facilities shall be included • with construction drawings for the project. 18. Immediate improvements necessitated by construction of ingress\egress roadways and driveways to the project shall be provided consist with the impact of the facility constructed. Plans and specifications for such improvements shall be submitted to the City and appropriate jurisdictional (FDOT and Lake County)entities for review and approval. Such improvements may include, but not be limited to acceUdecel lanes, turn lanes, tapers, signals and signage of the impacted roadway. 19. Access permits shall be required and filed with the City for any activity proposed to occur prior to issuance of development approval or permitting by the City. 20. The applicant shall be required to maintain swales and/or other acceptable erosion protection devices along all roadways (temporary or permanent) which are utilized for construction of the project and property. Said improvements shall be approved and inspected by the City Engineer prior to any development activity being conducted. 21. The applicant shall make available to the City of Clermont, as part of the overall project development scenario, sites and infrastructure intended and required to provide potable water, sanitary sewer, and other utilities/facilities necessary to meet the level of service (LOS) standards of the adopted Comprehensive Plan,. Such utilities\facilities shall provide adequate service capacities for the facility, and meet the requirements of other related Codes and Standards • adopted by the City, or required by regional, state and federal agencies. • • U CITY OF CLERMONT RESOLUTION No. 1010 Page - 4 - 22. The sixteen (16) inch water line located on Hancock Road shall be extended to the site and through to the north property line of the school facility as approved by the City. Construction shall be provided in accordance with City of Clermont Standards. Sanitary Sewer shall be extended as approved by the City. Plans and specification for the improvements shall be provided to the City for review, analysis, and approval prior commencement of any construction of infrastructure on the site. 23. The applicant shall be responsible for the cost of all required on-site and off-site infrastructure improvements necessitated by impacts of the project. 24. The applicant shall, through appropriate improvement plan design and physical construction placement, provide that utility lines will not have more than 36 inches of overburden. Where landscape may be located over such lines the City shall receive indemnification in the event of necessary operation and/or maintenance on the utility. Repair and/or replacement of landscape • shall be the responsibility of the Developer. 25. The applicant shall provide a reuse water irrigation system for the project. Initial water supply for the reuse system may be provided by existing on-site wells, or other means as agreed by the City and the applicant, until such time as reuse water becomes available at the site. 26. In order to prevent potential cross connection between potable water supply and reuse water lines, all reuse lines shall be installed in up rple colored pipe. 27. Verification of the stormwater run-off data, assumptions, and calculations shall be provided and approved by the City Engineer and St. John's River Water Management District prior to any development activity. The drainage and stormwater retention requirements of the City and the appropriate regulatory agencies shall be met. 28. A St. John's River Water Management District stormwater permit shall be required and filed with the City prior to any development activity on the site. 29. Permeability tests must be submitted as part of the stormwater/site plan review process. 30. Final disposition of stormwater outfall shall be as approved by the City Engineer. L • • • CITY OF CLERMONT RESOLUTION No. 1010 Page - 5 - 31. Contractors shall be allowed to work 7:00 a.m. to 7:00 p.m., Monday through Saturday. Noise levels during construction of the project shall not exceed those recommended by the Florida Department of Environmental Protection. Heavy equipment and normal work operations will be allowed on the site between the hours of 7:00 A.M. and 7:00 P.M., Monday thru Saturday. Heavy equipment maintenance operations or heavy machinery engines will not be started earlier than 7:00 A.M. on any day. DONE AND RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLERMONT, LAKE COUNTY, FLORIDA THIS 28TH DAY OF JULY, 1998. ,. . ~ • ROBERT A. POOL, Mayor ATTEST: ~~ ~ OSEPH E. V ILE, Ci y Clerk • • L_J Resolution No. 1010 Attachment "A" DESCRIPTION PARCEL 1 • THAT PART OF THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND THAT PART OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND A PORTION OF TRACT 63, LAKE HIGHLANDS COMPANY, SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 4, OF THE PUBLIC RECORDS OF LAKE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE S.0°25'58"W ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 28, A DISTANCE OF 64.08 FEET; THENCE DEPARTING SAID EAST LINE, RUN S89°08'26"W, 400.06 FEET; THENCE S.0°26'26"W, 600.15 FEET TO A POINT ON THE NORTH LINE OF TRACT 16, SAID SECTION 28, LAKE HIGHLANDS COMPANY; THENCE S.89°08'26"W, ALONG THE NORTH LINE OF TRACTS 16 AND 15, LAKE HIGHLANDS COMPANY, 757.86 FEET; THENCE DEPARTING SAID NORTH LINE, RUN N.00°02'14"W., 1980.79 FEET TO THE CUSP OF A CURVE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 950.00 FEET AND A RADIAL BEARING OF N.43°51'14"E; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 43 ° 11'53", A DISTANCE OF 716.25 FEET TO THE POINT OF TANGENCY; THENCE S.89°20'39"E., 516.24 FEET TO A POINT ON THE EAST LINE OF AFOREMENTIONED SE 1/4 OF SECTION 21; THENCE S.00°02'14"E., ALONG SAID EAST LINE 1028.41 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT THE EASTERLY 50.00 FEET THEREOF. CONTAINING 40.00 ACRES, MORE OR LESS. DESCRIPTION PARCEL 2 THAT PART OF THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND THAT PART OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND A PORTION OF TRACT 63, LAKE HIGHLANDS COMPANY, SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 4, OF THE PUBLIC RECORDS OF LAKE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE S.0°25'58"W ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 28, A DISTANCE OF 64.08 FEET; THENCE DEPARTING SAID EAST LINE, RUN S.89°08'26"W, 400.06 FEET; THENCE S.0°26'26"W, 600.15 FEET TO A POINT ON THE NORTH LINE OF TRACT 16, SAID SECTION 28, LAKE HIGHLANDS COMPANY; THENCE S.89°08'26"W, ALONG THE NORTH LINE OF TRACTS 16 15 AND 14, LAKE HIGHLANDS COMPANY, 757.86 FEET TO THE POINT OF BEGINNING. THENCE CONTINUE S.89°08'26"W., ALONG SAID NORTH LINE, 531.66 FEET; THENCE DEPARTING SAID NORTH LINE, RUN N.00°23'17"W., 2533.63 FEET TO THE CUSP OF A CURVE, SAID CURVE BEING CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 950.00 FEET AND A RADIAL BEARING OF S.25°43'15"W; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF • • 32°39'35", A DISTANCE OF 541.52 FEET TO THE POINT OF REVERSE CURVATURE, SAID • CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 950.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 14°31'36", A DISTANCE OF 240.86 FEET TO A POINT ON SAID CURVE; THENCE DEPARTING SAID CURVE, RUN S.00°02'14"E., 1980.79 FEET TO THE POINT OF BEGINNING. CONTAINING 28.42 ACRES, MORE OR LESS. DESCRIPTION PARCEL 3 THE EAST 228.03 FEET OF THE WEST 958.16 FEET, WHEN MEASURED AT RIGHT ANGLES TO THE WEST LINE OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA, OF THE FOLLOWING DESCRIBED TRACT: THAT PART OF THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND THAT PART OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND TRACT 63, LAKE HIGHLANDS COMPANY, SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 4, OF THE PUBLIC RECORDS OF LAKE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE S.0°25'58"W ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 28, A DISTANCE OF 64.08 FEET; THENCE DEPARTING SAID EAST LINE, RUN S.89°08'26"W, 400.06 FEET; THENCE S.0°26'26"W, 600.15 FEET TO A POINT ON THE NORTH LINE OF • TRACT 16, SAID SECTION 28, LAKE HIGHLANDS COMPANY; THENCE S.89°08'26"W, ALONG THE NORTH LINES OF TRACTS 16, 15, 14, AND 13, LAKE HIGHLANDS COMPANY, 2251.21 FEET TO THE NORTHWEST CORNER OF SAID TRACT 13; THENCE N.0°05'14"W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 28, A DISTANCE OF 664.05 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE N.0°23'17"W ALONG THE WEST LINE OF SAID SOUTHEAST 1/4 OF SECTION 21, A DISTANCE OF 1805.98 FEET TO A POINT ON THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 950.00 FEET AND WHOSE RADIUS POINT BEARS S.35 °02'04"E; THENCE NORTHEASTERLY, EASTERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 93 °24'54", AN ARC DISTANCE OF 1548.88 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 950.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°43'29", AN ARC DISTANCE OF 957.11 FEET TO THE POINT OF TANGENCY; THENCE S.89°20'39"E, 516.24 FEET TO A POINT ON THE EAST LINE OF SAID SOUTHEAST 1/4 OF SECTION 21; THENCE S.0°02'14"E, ALONG SAID EAST LINE OF THE SOUTHEAST 1/4 A DISTANCE OF 1028.41 FEET TO THE POINT OF BEGINNING. DESCRIPTION PARCEL 4 THE EAST 223.75 FEET OF THE WEST 730.13 FEET, WHEN MEASURED AT RIGHT ANGLES TO THE WEST LINE OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA, OF THE FOLLOWING DESCRIBED TRACT: • THAT PART OF THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND THAT PART OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 22 SOUTH, • • RANGE 26 EAST, AND TRACT 63, LAKE HIGHLANDS COMPANY, SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 4, OF THE PUBLIC RECORDS OF LAKE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE S.0°25'58"W ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 28, A DISTANCE OF 64.08 FEET; THENCE DEPARTING SAID EAST LINE, RUN S.89°08'26"W, 400.06 FEET; THENCE S.0°26'26"W, 600.15 FEET TO A POINT ON THE NORTH LINE OF TRACT 16, SAID SECTION 28, LAKE HIGHLANDS COMPANY; THENCE S.89°08'26"W, ALONG THE NORTH LINES OF TRACTS 16, 15, 14, AND 13, LAKE HIGHLANDS COMPANY, 2251.21 FEET TO THE NORTHWEST CORNER OF SAID TRACT 13; THENCE N.0°05'14"W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 28, A DISTANCE OF 664.05 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE N.0°23'17"W ALONG THE WEST LINE OF SAID SOUTHEAST 1/4 OF SECTION 21, A DISTANCE OF 1805.98 FEET TO A POINT ON THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 950.00 FEET AND WHOSE RADIUS POINT BEARS S.35°02'04"E; THENCE NORTHEASTERLY, EASTERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 93°24'54", AN ARC DISTANCE OF 1548.88 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 950.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°43'29", AN ARC DISTANCE OF 957.11 FEET TO THE POINT OF TANGENCY; THENCE S.89°20'39"E, 516.24 FEET TO A POINT ON THE EAST LINE OF SAID SOUTHEAST 1/4 OF SECTION 21; THENCE S.0°02'14"E, ALONG SAID EAST • LINE OF THE SOUTHEAST 1/4 A DISTANCE OF 1028.41 FEET TO THE POINT OF BEGINNING. DESCRIPTION PARCEL 5 THE EAST 249.48 FEET OF THE WEST 506.38 FEET, WHEN MEASURED AT RIGHT ANGLES TO THE WEST LINE OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA, OF THE FOLLOWING DESCRIBED TRACT: THAT PART OF THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND THAT PART OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND TRACT 63, LAKE HIGHLANDS COMPANY, SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 4, OF THE PUBLIC RECORDS OF LAKE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE S.0°25'58"W ALONG THE EAST LINE OF THE NORTHEAST 114 OF SAID SECTION 28, A DISTANCE OF 64.08 FEET; THENCE DEPARTING SAID EAST LINE, RUN S.89°08'26"W, 400.06 FEET; THENCE S.0°26'26"W, 600.15 FEET TO A POINT ON THE NORTH LINE OF TRACT 16, SAID SECTION 28, LAKE HIGHLANDS COMPANY; THENCE S.89°08'26"W, ALONG THE NORTH LINES OF TRACTS 16, 15, 14, AND 13, LAKE HIGHLANDS COMPANY, 2251.21 FEET TO THE NORTHWEST CORNER OF SAID TRACT 13; THENCE N.0°05'14"W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 28, A DISTANCE OF 664.05 FEET TO • THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE N.0°23'17"W ALONG THE WEST LINE OF SAID SOUTHEAST 1/4 OF SECTION 21, A DISTANCE • • OF 1805.98 FEET TO A POINT ON THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 950.00 FEET AND WHOSE RADIUS POINT BEARS S.35 °02'04"E; THENCE NORTHEASTERLY, EASTERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 93°24'54", AN ARC DISTANCE OF 1548.88 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 950.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°43'29", AN ARC DISTANCE OF 957.11 FEET TO THE POINT OF TANGENCY; THENCE S.89°20'39"E, 516.24 FEET TO A POINT ON THE EAST LINE OF SAID SOUTHEAST 1/4 OF SECTION 21; THENCE S.0°02'14"E, ALONG SAID EAST LINE OF THE SOUTHEAST 1/4 A DISTANCE OF 1028.41 FEET TO THE POINT OF BEGINNING. DESCRIPTION PARCEL 6 THE WEST 256.90 FEET, WHEN MEASURED AT RIGHT ANGLES TO THE WEST LINE OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA, OF THE FOLLOWING DESCRIBED TRACT: THAT PART OF THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND THAT PART OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, AND TRACT 63, LAKE HIGHLANDS COMPANY, SECTION 21, TOWNSHIP 22 SOUTH, RANGE 26 EAST, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 4, OF THE PUBLIC RECORDS OF LAKE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE S.0°25'58"W ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 28, A DISTANCE OF 64.08 FEET; THENCE DEPARTING SAID EAST LINE, RUN S.89°08'26"W, 400.06 FEET; THENCE S.0°26'26"W, 600.15 FEET TO A POINT ON THE NORTH LINE OF TRACT 16, SAID SECTION 28, LAKE HIGHLANDS COMPANY; THENCE S.89°08'26"W, ALONG THE NORTH LINES OF TRACTS 16, 15, 14, AND 13, LAKE HIGHLANDS COMPANY, 2251.21 FEET TO THE NORTHWEST CORNER OF SAID TRACT 13; THENCE N.0°05'14"W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 28, A DISTANCE OF 664.05 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE N.0°23'17"W ALONG THE WEST LINE OF SAID SOUTHEAST 1/4 OF SECTION 21, A DISTANCE OF 1805.98 FEET TO A POINT ON THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 950.00 FEET AND WHOSE RADIUS POINT BEARS S.35°02'04"E; THENCE NORTHEASTERLY, EASTERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 93 °24'54", AN ARC DISTANCE OF 1548.88 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 950.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°43'29", AN ARC DISTANCE OF 957.11 FEET TO THE POINT OF TANGENCY; THENCE S.89°20'39"E, 516.24 FEET TO A POINT ON THE EAST LINE OF SAID SOUTHEAST 1/4 OF SECTION 21; THENCE S.0°02'14"E, ALONG SAID EAST LINE OF THE SOUTHEAST 1/4 A DISTANCE OF 1028.41 FEET TO THE POINT OF BEGINNING. •