R-99-1059•
:7
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CI'Z'~'O~ CL~~,MOT(7
RESOLUTION
NO. 1059
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A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLERMONT, LAKE
COUNTY, FLORIDA, GRANTING A CONDITIONAL USE PERMIT FOR A PLANNED
UNIT DEVELOPMENT TO AMEND RESOLUTION N0.980 TO ALLOW THE
CONSTRUCTION OF A WELLNESS AND NATIONAL TRAINING CENTER
COMPLEX TO INCLUDE COMMUNITY AMENITIES AND OTHER HEALTH
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 March 2, 1999 recommended approval of this Conditional Use Permit
for a Planned Unit Development to amend Resolution No. 980 to allow the construction of a
Wellness and National Training Center complex to include community amenities and other
health related facilities, located 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:
This application for a Conditional Use Permit for a Planned Unit Development to amend
Resolution No. 980 to allow the construction of a Wellness and National Training Center
complex to include community amenities and other health related facilities, located in the RR
Rural Residential District be granted subject to the following conditions:
Section 1
General Conditions
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/permittee and any successor in title or interest, and shall be subject to each
and every condition herein set out.
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RESOLUTION
NO. 1059
Page - 2 -
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.
Construction and operation of the proposed use shall at all times comply with the
regulations of this and other governmental agencies.
4. No person, firm, corporation or entity shall erect, construct, enlarge, alter, repair, remove,
improve, move, convert, or demolish any building or structure, or alter the land in any
manner within the boundary of the Property without first submitting necessary plans,
obtaining necessary approvals, and obtaining necessary permits in accordance with the
City of Clermont Land Development Regulations and City Code of Ordinances.
• 5. Prior to the issuance of any permits, the applicant shall be required to submit formal site
plans for review and approval by the City of Clermont Site Review Committee. The site
plans shall show location of all proposed buildings, structures, and outdoor fitness
training and recreation areas as indicated in the Conditional Use Application. The site
plans shall meet all submittal requirements and comply with the conditions of this
Resolution, applicable City Codes, Regulations, Ordinances, and provide compliance
with the adopted City Comprehensive Plan, as amended.
6. All applicable rules and regulations for development within the City shall be met,
including but not limited to, final site plan approval, landscaping, drainage, parking and
sign regulations, and all yard setbacks. All required landscaping shall be served with a
low volume, permanent irrigation system that must be properly maintained. The drainage
and storm water retention requirements of the City and the appropriate regulatory
agencies shall be met, and approved by the City Engineer.
7. As each phase of the development is permitted, all applicable rules and regulations for
development shall be met concurrent with the rules and regulations that are adopted at the
time of development of that phase.
Architectural finish/elevations and design plans for each phase of the proposed hospital
complex project shall be submitted to and approved by the City Site Review Committee.
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CIZ}'O~ CL~~MOT(?
RESOLUTION
NO. 1059
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9. All inspection costs will be borne by the applicant. This shall include final inspection and
ongoing random inspections for compliance with Conditional Use Permits conditions.
10. This permit shall become null and void if substantial construction work for the designated
phase 1 of the project has not begun within eighteen (18) months of the date of issuance
of this Conditional Use Permit. "Substantial construction work" means the
commencement and continuous prosecution of construction of required improvements
ultimately finalized at comRletion. Subsequent development phase construction shall be
strictly coordinated with the City to ensure essential infrastructure items are constructed
in a timely fashion to permit functional operation of the proposed facility.
11. Prior to any form of development activity for the proposed Phase 1 complex construction
the permittee/developer shall provide to the City formal notification from the Florida
• Department of Community Affairs the applicable status for a potential Development of
Regional Impact. If the project is not determined to be of DRI magnitude then
development may proceed in concert with conditions specified within this document.
However, if the project is determined to be of DRI magnitude, the applicant/permittee
shall not proceed with development until requirements as prescribed by Florida Statutes
for a Development of Regional Impact Project are addressed and satisfied.
12. As a portion of the requested Phase 1 complex development the applicant/permittee shall
construct a minimum of two (2) of the athletic (soccer) fields, as indicted on the
conceptual site plan. At the time of said construction, one (1) of the fields shall be
lighted.
13. If any of the stated conditions are violated, the applicant understands and agrees that the
City Council may revoke this Conditional Use Permit by resolution.
Section 2 -Physical Site Development
Operation/Reclamation Plans for Site Alteration
14. The applicant shall submit a detailed excavation, grading, erosion control and
reclamation plan for the entire site during the site plan review process which must be
approved by the City Site Review Committee prior to initiation of development activity.
• The minimum reclamation plan shall address the following characteristics:
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RESOLUTION
NO. 1059
Page - 4 -
A. Objective -The primary objective of the reclamation plan is to provide for a final
project site which is conducive to future development, compatible with the
surrounding topography and approximates predevelopment surface water drainage
characteristics without subsequent erosion. The final grading of the project site
shall conform to the grades, lines, slopes and contours shown on the approved
reclamation site plan.
B. Grading and stabilization -All areas disturbed during the grading\excavation
operation shall be regraded, dressed and stabilized, in accordance with the
approved reclamation site plan (as required in Section 1, Item 1) and the S.C.S.
recommendations. Topsoil from the site shall be stockpiled and applied as the
final soil cover material for all reclaimed areas. Final side slopes shall not exceed
an incline of 4:1 (H:V). The retention areas shall be regraded to the original
• dimensions and stabilized unless another approved site plan for the future
development dictates otherwise.
C. Landscaping and reforestation -All areas of the subject site shall be seeded and
mulched, or sodded, as required to control erosion and prevent the creation of
washes, rills, gullies, etc. All site areas shall also be seeded with a quick growing
grass species which will provide an early cover during the season in which it is
planted, and will not later compete with the permanent grassing. All
reforestationoperations shall provide a minimum density of 20 trees per acre. All
trees provided shall be in conformance with City landscape standards, to include
one (1) tree every 50' along roadways. Acceptable tree species shall include but
not be limited to any hardwood species in compliance with the City of Clermont
Landscape Ordinance. Conversely, tree species designated as undesirable by the
City of Clermont Tree Ordinance shall not be acceptable.
D. Reclamation time horizons - At the end of six months from the completion of
the reclamation project, at least 80°Io of the reclaimed areas shall have
permanently established ground cover. By the end of one year, ground cover
shall be established on 100% of the reclaimed areas. Should erosion problems
occur prior to final approvals by the City of Clermont, such eroded areas shall be
regraded, stabilized, and hydro-seeded as necessary to comply with the intent of
this reclamation requirement.
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RESOLUTION
NO. 1059
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E. Structure and debris eradication -All debris, refuse, junk, poles, piling, cables
and other construction related articles shall be removed from the project area as
part of the reclamation process. Any structures erected during the
grading excavation operation shall be dismantled and removed, unless approvals
from the appropriate authorities permit otherwise. In general, the area shall be
returned to natural conditions that are conducive to future development and
compatible with the surrounding topography.
15. Geotechnical information regarding any soil to be placed or relocated on the property
must be submitted and approved by the City Engineer. This information will be required
before any construction activity occurs on the site and prior to issuance of a development
permit.
• 16. Density testing, as required by the City Engineer, will be conducted at a maximum of 2
foot intervals (lifts) in order to prove compaction requirements. Modified areas shall be
compacted to 95°Io density of modified proctor.
17. The applicant will be required to maintain swales or other acceptable erosion protection
devices. This work will be inspected and approved by the City Engineer prior to any
grading\excavation activity being conducted. Random inspections will be performed to
ascertain conformance with approved Planned Unit Development conditions.
18. All excavated material shall be stored in a location approved by the City Engineer.
19. Any areas, such as water retention areas, being modified to a slope of three (3) horizontal
to one (1) vertical (3:1) shall be sodded. Slopes steeper than 3:1 shall be prohibited.
20. The permittee/developer shall provide both temporary and permanent grassing including
fertilizer application which shall be provided in accordance with an approved ground
cover plan acceptable to the City with advisory consultation of the local office of the
U.S.D.A. Soil Conservation Service.
21. Noise levels shall not exceed those recommended by the Florida Department of
Environmental Protection (F.D.E.P.). Vibratory compaction shall be limited to the hours
• of 8:00 A.M. to 6:00 P.M. Monday thru Saturday only. Vibrations shall be limited to
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RESOLUTION
NO. 1059
Page-6-
avoid any damages to neighboring persons or properties. 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.
22. 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 Florida Department of Environmental
Protection (F.D.E.P.).
23. Ingress/egress to the site for construction shall be from a formallXdesi nated route as
approved by the City Site Review Committee. No ingress or egress of machinery or
trucks shall be allowed directly from State Road 50.
• Section 3. -Stormwater Management Plan Requirements
24. Verification of the stormwater run-off data, assumptions, and calculations shall be
provided and approved by both 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.
These areas shall be properly maintained.
25. A St. John's River Water Management District Stormwater permit shall be required and
filed with the City prior to receipt of a building permit or any development activity.
26. Permeability tests must be submitted as part of the stormwater/site plan review process.
Permeability shall be maintained.
27. Final disposition of stormwater outfall shall be as approved by the City Engineer.
28. At part of the construction of Phase 1 development for the wellness center and pool
complex the applicant / permittee shall provide applicable sites, easements, and
appurtenant infrastructure necessary for implementation of the "shared" stormwater
retention area to be located on the west portion of the property. Formal agreements for
construction and maintenance of the stormwater retention facility with the Lake-Sumter
Community College and other applicable, affected development entities utilizing the
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RESOLUTION
NO. 1059
Page - 7 -
facility shall be submitted to the City as part of the required stormwater abatement
application. Specifically, stormwater abatement measures shall also include capacity for
roadway construction projects (Oakley Sever Boulevard/ Reverse Frontage Road, etc.)
associated with the development of the project and area.
Section 4. -Transportation Improvements
29. Sidewalks shall be required along all public road frontages in accordance with adopted
City Codes.
30. All signage shall conform to adopted City Codes and Standards.
• 31. The permittee/developer shall provide off-street parking and loading spaces as required
by City Code. However, due to the diversity and variability in parking demand for the
overall hospital complex, the final decision on the amount of parking shall be determined
by the City Site Review Committee in consideration of traffic engineering and planning
data that are applicable to the proposed development and intended uses(s) and facilities to
be provided.
32. Roadway improvement plans for Citrus Tower Boulevard (East Jack's Lake Road),
Oakley Sever Boulevard, Hancock Road, State Road 50, the Reverse Frontage Road,
Grand Highway, additional public streets, and the hospital complex project site, including
but not limited to, access drives, accel/decel lanes, turn lanes, traffic signalization
devices, and internal signage and traffic movement lanes shall be submitted to and
approved, appropriately, by the City Site Review Committee, the Florida Department of
Transportation and Lake County prior to commencement of any development activity for
an_y phase of the Planned Unit Development. At such time as signalization is determined
warranted and necessary on Highway 50 and/or Grand Highway the permittee/developer
shall pay a pro rata share of improvement costs based on traffic counts. Specifically,
prior to any development activity for the Phase 1 Wellness Center and Pool complex a
transportation analysis shall be provided to address impacts of the proposed facilities.
Subsequent phases of the overall complex shall be required to update the analysis and
evaluation of proposed impacts relative to the facility being requested for construction.
The permittee shall be responsible for the pro rata share of improvements necessitated by
the facility being developed.
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RESOLUTION
NO. 1059
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33. A Florida Department of Transportation (FOOT) permit shall be required and filed with
the City for any activity proposed to occur along Highway 50 right-of-way prior to
issuance of development approval or permitting by the City.
34. At the time of athletic field (soccer) construction the applicant permittee shall construct
the north-south connection road from the reverse frontage road to SR 50 and the reverse
frontage road to the athletic facilities for accommodation of transportation access.
Formal construction shall be as approved by the City Site Review Committee. Right-of-
Way dedication shall be provided prior to any construction or development activity on
the site (Reference Resolution No.1032).
35. Within ninety (90) days of approval of the Conditional Use Permit the
• permittee\developer shall provide additional right-of-way dedication along Oakley Sever
Boulevard on the north boundary of the property to achieve a forty (40) feet right-of-way
width to the east end of the subject property. Where existing right-of-way is not
presently indicated adjacent to the subject property, a total forty (40) feet wide right-of-
way dedication shall be provided for the remainder of the length of the subject property.
Said dedication shall conform with design and construction parameters consistent with
the Boulevard extension with the Lake-Sumter Community College Campus.
36. Within ninety (90) days of approval of the Conditional Use Permit the
permittee\developer shall provide additional right-of-way dedication along the reverse
frontage road on the south boundary of the property to achieve a forty (40) feet right-of-
way width to the east and west end of the subject property. Where existing right-of-way
is not presently indicated adjacent to the subject property, a total forty (80) feet wide
right-of-way dedication shall be provided for the remainder of the length of the subject
property to provide ultimate connection between Hancock Road and Citrus Tower
Boulevard. Said dedication shall conform with design and construction parameters
consistent with the reverse frontage road extension with the Lake-Sumter Community
College Campus to the east and commercial parcels to the west.
37. The applicant/ permittee shall construct appurtenant boulevards and reverse frontage
roads consistent with phase development of the project. Specifically, the reverse frontage
road shall be constructed to the west upon initiation of any development beyond the
• presently identified phase 1 construction request. Within three (3) years of approval of
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RESOLUTION
NO. 1059
Page-9-
this Conditional Use Permit, or at such time as the Lake-Sumter Community College
initiates development that impacts the east portion of the hospital complex property, the
easterly extension of Oakley Sever Boulevard and the reverse frontage road shall be
constructed.
Section 5. -Site Improvements/ Utilities/ Landscaping
38. At part of the construction of Phase 1 development for the wellness center and pool
complex the applicant / permittee shall provide applicable sites, easements, and
appurtenant infrastructure (utilities) necessary for implementation of the "shared" sewer
lift station to be constructed on the west portion of the property. Formal agreements for
construction of the sewer facility with the Lake-Sumter Community College and other
applicable, affected development entities utilizing the facility shall be submitted to the
City as part of the required utility application.
39. Buffering and screening for all phases of development shall be required in accordance
with adopted City Codes and in conformance with the approved site and landscaping plan
approved by the City Site Review Committee. All required landscaping must be served
with a permanent irrigation system, backflow prevention device, rain sensor gauge, and
must be properly maintained.
40. All dumpster and other equipment sites shall be enclosed with masonry structures with
wooden doors, and landscaped in accordance with plans approved by the City.
41. The developer/permittee shall be responsible for the cost of all required on-site and off-
site infrastructure improvements necessitated by impacts of the project. Connection to
available City potable water and sanitary sewer shall be the responsibility of the
permittee.
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RESOLUTION
NO. 1059
Page - 10 -
DONE AND RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLERMONT,
LAKE COUNTY, FLORIDA THIS 23rd MARCH DAY OF , 1999.
Attest:
• T
seph E. Van Zile, ~ Clerk
Harold S. Turville, Jr., Mayor
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RESOLUTION NO. 1059
Attachment "A"
Page 1 of 2
Trocb 53 an4 eo Lake a,4i
e! Seetlon 21, Toen,h~ 22 SoutA„ R~y~2j ~
Ewt en4 Bret 0. (da !q Cempsly Yep
o! Seethe 20. Toenehb 2f So~l~, R~ 26
EmL L.du County, F1e.ldo
-AND-
~'~' --
TRACTS S4, SS, 58, S7, SO k S9 LAI(E HI OS COMPANY YAP OF
SECTK7N 21. TONNSHP 22 SOUTH, RANGE 26 ST, RECORDED
N PLAT DOq(.3, PARE 30, PUBUC RECORDS E COUNTY,
FLORIDA.
AND:
TRACTS 6 b 7, LAID; HIGHLANDS COMPANY PLAT OF SECTION
28, TOWNSHIP 22 SOUTH, RANGE 26 EAST AS RECORDED IN
PLAT BOOR 2, PAGE 28.
OIf51CR/PI1t7W
THAT PART OF IHE SW 1/4 OF SECTION 21, It7WNSH/P ?? SOUII~
RANGE TB EAST, IAKE COUNTY, fLAR/A1 BONG MORE
PARACULARLY DE5ICR/BED AS fi7lllOWS:
BE>iTN AT IFfE NE CORNER AF 1HE /VE //4 OIF THE SE• 1/4 AF THE
SW 1/4 OF SA/O SEL^T110VU 2f; IHETICE N.00'O?~1'E:, KONG
TFIE WEST UNE OF THE SW f/4 OF SiVO SEL"710N T 1, A O/STANCE
OF 474.56 fEET It7 A POINT AN A t'Y/RVE COWGVE SOUTNFASTERLY
AND HAVING A RADIUS OF DSO.00 FEET, SA/O PAINT HAVING A
RADL41 BEARING OF S.34'31'48'E, THENCE SOUIFIWESTERLY
ALONG 7H£ ARC OF SA/O CURVE; 1HRf/ A CEIV7RAL ANGLE OF ? 1'
ff'44', A OK57ANL~ AF J32?7 fEET lt2 A PIOINT OF' REVERSE
• CURVATI/R£ AF A CURVE CON!.AVF MORTHWESIERLY AND HAHNG A
RAQn~CS QF 6J0.40 fFEI; 1HEMCE S~0(/1FAIE57FRLY ALANIG THE ARC
AF SA/O CURVE: 1HRU A CE7VTILIL ANGLE AF 34'4934', A
DYSTANCE CIF 3B3.T4 FEET Td A POINT O1V THE NCIRTH LNVE AF
THE SE' 1/4 AF THE SW 1/4 AF SAID SEL"11AN T 1. (HENCE
N.69'J43SE, ALONG SA/O NORTH UNE; A DISTANCE AF
542.89 FEET It7 1Flf POINT AF BEGINNING.
OESCRPTN7N PARCEL 4
1FE EAST 223,75 FEET Oi THE IIES1 730.13 FEET, MIEN YEAAIRED AT RIGHT AN0.E5 TO THE
MIST LIE OF 11E SWRIEAST I/4 OF SEC110N 21, IOMIlf~ ?2 SCUM RANGE 10 EAST,
LANE COUNTY, FLdIDA, "OF /1E FLU.OMWO OESCJIfOED TRACis
THAT PART CF THE NORIIEAST 1 4 CF SEC110N 20, 101NIatr 22 ~OIITH. RANGE 20 EAST,
AND THAT PART OF TH! 1 4 Q ?EC1aN 21, 1O1R1lNP 22 EOIIM RANGE 20 EAST,
AND 1RACT 0.l, LAKE NICHWpS ANY. 3EC110N 2t, 101MI9! 22 SOUTH. RANCf 20 EAST.
ACCCRONO 10 THE PLAT 1HEREOF, AS REGORGED N PLAT t100K 3, PACE 4, OF THE PIDUC
RECORDS CF LANE OOl1ITY, FL+OlODA, HE010 YORE -ARMIJLMLY Of~JOBED AS f'OILAM'i
lNxlll AT 1FIE SOUTHEAST COR1RJt OF THE SOUTIF.AST 1/4 Of tAD >ECTION 217 THENCE
5023'S0'N ALONG 111E tAST L1K Of THE NORTIEAST 1 4 OP oAD HE'CTld/ 20. A DISTANCE
OF 04.00 (ELT, 111EHCE OEPAR11q SAD [AST UNE, IMJII RDi'OS'261K 400.0! IFFY, HENCE
SOZO'20'll 000.16 ILLY lO A PONY pI 111E NOIt1H LIE OF TRACT 10. SAD SEC110N 20.
IAKL IOf1lJUIDS D011PANY; TEJlCE SOOS6'20'Nr. ALONG 1f RC NOR1H lNC7 OF TRACIS 10.
15, 14, AND 1; IAKE 100111INDS COMPANY, 2251.21 fLET 10 THE NORiHMEST CORNER OF SAD
TRACT 1]: 1HENCE N.OtDS'14'10 ALDNO THE NEST LNE OF 11E NORAFAST 1 4 OF SAD
SECTION 20, A dSTANCE OF 004.05 FLET TO THE SOU11IM3T CCRNER OF 1~ lOU11EIIST 1/1
OF SAID SECTNIN 21I TMENf.E N.OR3'17"Ni ALONG 1FIE HEST 111E OF fAD o0UlL0*ASi ~1(/4~
OF SEC110N 21, A dSTANCE OF 1005.f0 /QT 10 A PONY CN M MC a A CUIV[ Cf7NCAbE
O~EARS S~1M'W~• F~iaRAillEAt~iERl.°YP G~Sh~~Y,~AND~sot i~r A Q~W
TIE ARC DF SAID CLIRYE TOtDt1tl1 A CDITRAL ANCIE OF 03'24^54'. AN ARC dSTANCL
E PONY Q TANOENC
OF SAID SOUTHEAST
THE SOU111EAST 1/4
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RESOLUTION NO. 1059
Attachment "A"
Page2of2
DESCRIPTION PARCEL 6
THE EAST 249.{0 FEET OP 111E NEST 3063! FEET, NHE71 MEASURED AT RKTlR ANd2S TO THE
NEST L91E OF TK SOUTiElLST 1/4 OF S[Clldl 21, 70FNSI9P 22 SOUTH, RANGE 20 EAST,
t.A1CE COl1iTY, FtAWDA, OF 7FE FTxLOVl1q OESCINBED TRACT.
TNAT PART OF THE NOIITEAST 1/4 Oi SECTION 20. TONN319P 22 90U71i. RANGE 2a EAST,
AND THAT PART CF 111E f0Uli1EAST 1/4 Of fOC1101/ 21. TOYR191r =2 SOUDI, RANGE t6 EAST.
AND TRACT 0.7` LAKC NKNLAND3 ANT, SCCII011 21. TOIMISI9P 22 SOUM RANGE 20 [AST.
ACCOIIDINO TO THE PLAT TEREOF, AS ~RECOROED N PLAT BOOK 3, PACE 4. OP TEE PV1UC
RECdi05 OT LAID: COUNTY. F1,0190A, PENN IIOIIt PARTICULARLY OESCRIf[D AS fCLLAN'4
BEON AT THE fOU1TEAST CORNER OF TE f01l11EAST 1/4 OF SAID fOCiION 21i TNEHCE
10'23'30'M ALONG TIE EAST LNE OP TIE NORTWT /4'K 400.00 FELR TfENt[
OF 04.00 fEET. 11E-ICE DCPAR7N0 SAD CAST LN[. RIRi
S.OZ9'29"VL 000.10 iEET TO A PONT ON THE NORiN LINE Q TRACT 10. SAID BECTON 26
LAKE F9dN.ANDS Cd/AF(V; 1lIEMGL 0.0000'20'M, ALONG T!E NORTN L/E3 OF TRACTS 10.
10. 14, AND 13. tAM NKN9J119f1 DouPANr. 2231.21 FElT TO M NQITHNESf CgNETI GP SAD
TRACT 13; TFEHCE N.0'O3'14'N At.0I10 iTIE NEST 1)E OF 11iE NORDEASi 1 4 OF SAID
BECTON 20. A DISTANCE Oi 904.03 FEET TO THE f0U1111IF.S'T CORN[R OF lOUTIEAST 1/4
OF 3AD SEC710N 21i 1F111Ct N.02J'17'N ALONO'7HE NEST 111E Of SAD 30UT1EAST 1/4
OF SEC710N ZT, A DISTANCE OF 100500 iEET TO A POINT ON THE ARC Oi A CURIE CAVE
TO 111E 10U1110E3T AND IIAV110 A RADNlS OF 160.00 FEET ANl) NTi00[ RAORlS -011T
BEARS i76T72'04Yi 11tHCE NORTIEIL5IENLY, EASiERL1; AND fO1JDi.AS1ERLY ALONG
THE ARC OF SAD CURVE THROUGH A CENTRAL ANOIE Oi 1324'64'. AN ARC QISTANCE
OF 164500 FEET TO A P09R OF REVflLSE CUNATURE OF. A CUIIVE OONCAVC TO THE
NORTIEAST AND 11AV110 A RADRIS OF 000.00 FEET, iHENCE 90UTEAS7EIB.Y ALONG THE
ARC OF SAID CURVE T9t000i A C011RAL ANOIt OF' 6T43'29', AN ANC DISTANCE OF
907.11 F[LT 10 TIE -091T OF TAMODICYT TNDICL f.f020'J9'E. 610.24 FEET TO A POMT
011 TIIE EAST lNE 0- SAD SOU1M[AST T/4 OF SECTION 21i ~TNENCE SODY14'E. ALONG
SAD [AS7 LNE OF TE SOUTIKAST 1/4 A pSTANCE OF 102541 fizT TO TEE P01ili Of
OESCI6PiTON PARf.E1 0
THE NEST 260.00 FEET. MIEN MEASURED AT RICMT ANOIES TO THE
11C7T tINE OP THC SOUTEAST 1/4 OP 3fCild/ 21. TONNFM 22 SOUTH, RANGE Ze [AST.
LAKE COIMTY, FLOItlDA. OP TIE fOLL01NIRi OE3OUfED 1RACT.
THAT PART OP THE NORT/FJ1ST 1 • OF' SECTION '~ TONNSHP 22 SOUtI1; RANGE 29 EAST,
AND THAT PART OF THE SOU 1 4 OF fECIICN 21. TD9NSIi 22 SOU1N, RANGE 20 EAST,
ANO TRACT 93. LAKE NKNI/IlIDS ANY, SECTION 21, TON1191P 22 30U11L RANGE 20 EAST.
ACCORONO TO TIE PLAT TEREOF, A3 REOORDED N PLAT BOOR 3. PAGE 4, OF 111E PUBLIC
RECORDS OF LAID< 0011/TY, FUJORDA. BEND MORE PARlIC1R.AllIT OLSCIN/ED AS fOlLOYgs
6EdN AT THE SOUTHEAST CORNER OF' M SOVDIEAST 1/4 Of SAD SEC110N 21i THE}ILT:
507'S301Y ALONG TIE EAST LME 0/ TE MORIIEAS7 1 4 OF TAD SECTION 24 A DISTANC[
OF 04.00 FEET 1TEIICE DEPAAT910 SAD EAST LINE, ~S.MaO"1e91U 400.00 FEET; TENCE
5020'20'11 000.16 FEET TO A PONT p1 111E IIORIH LINt OF 7RACf 10. fAD SECTION 20.
LIKE T9dILAlID1 C01lANYL TN[NCC S.KTi/'20'N; ALOIR) iFl[ NORM LN[S OF 1RACiS 10.
10. 14. AND 13. LAKE NKNLANOS COMPANY, 2281.21 fE$T TO TE MORTREST CORNER OF SAD
TRACT 13: TiOiC1: WOTS'14'M ALOMO TIE NEST 11L OF iHt NOR7MEAST 1/4 0- SAD
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