ORDINANCE NO. 2010-54

AN ORDINANCE OF THE CITY OF ORLANDO, FLORIDA,
GRANTING	A	PETITION	TO	CONTRACT	THE
BOUNDARIES  OF  THE  RANDAL  PARK  COMMUNITY
DEVELOPMENT   DISTRICT,   AS   INITIATED   BY THE

DISTRICT'S  BOARD  OF  SUPERVISORS;  AMENDING
ORDINANCE	NO.	0612111005	TO	CONTRACT	THE
EXTERNAL BOUNDARIES	OF  THE  RANDAL	PARK
COMMUNITY DEVELOPMENT DISTRICT, WHICH IS

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GENERALLY LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF THE CENTRAL FLORIDA GREENEWAY (SR 417) AND THE BEACHLINE (SR 528),
IN ACCORDANCE WITH SAID PETITION; PROVIDING
FOR  SEVERABILITY,  CORRECTION  OF SCRIVENER'S
ERRORS, AND AN EFFECTIVE DATE.
WHEREAS, pursuant to Chapter 190, Florida Statutes, the City Council of the City of
Orlando, Florida (the "City Council"), established the Randal Park Community Development
District (the  "District")  by  that certain City  ordinance  bearing a  document number of
0612111005 (the "Establishing Ordinance") on December 11, 2006; and 20
WHEREAS, the District's Board of Supervisors (the "Petitioner"), having obtained
written consent to the contraction of the District's external boundaries by the owners of one-
hundred percent (100%) of the owners of the real property to be excluded from the District,
submitted to the City its Petition to Contract the Boundaries of the Randal Park Community
Development District on November 2, 2010 (the "Petition"), and thereby petitioned the City to
contract the external boundaries of the District in accordance with the Petition by amending the
Establishing Ordinance pursuant to section190.046, Florida Statutes; and 28
WHEREAS, a public hearing has been conducted by the City Council on December 13,
2010, in accordance with the requirements and procedures of section 190.046(1), Florida Statutes, and all other applicable requirements and procedures of the Florida Statutes and the
Code of the City of Orlando, Florida (the "Orlando City Code"), and all interested persons and
affected units of general-purpose local government were  afforded  an opportunity to present oral

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and written comments on the Petition at said duly noticed public hearing; and
WHEREAS, upon consideration of the record established at that hearing, the City
Council determined and found as follows:
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39	1. That the statements within the Petition were true and correct; and 40
2. That the proposed contraction of the District's boundaries is not inconsistent with

any applicable element or portions of the adopted City of Orlando comprehensive
plan, as amended, or any applicable elements of the state comprehensive plan; and 44

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ORDINANCE NO. 2010-54

That the area of land within the proposed district is of sufficient size, is sufficiently contiguous to be developable as one :functional interrelated community; and
That the district is the best alternative available for delivering community development services and facilities to the area that will be served by the district; and
That the community development services and facilities of the district will be compatible with the capacity and uses of existing local and regional community development services and facilities; and
That the area that will be served by the district is amenable to separate special- district government; and now, therefore,
BE IT ENACTED BY THE CITY COUNCIL OF THE CITY OF ORLANDO, FLORIDA, AS FOLLOWS:
SECTION 1. AUTHORITY. This ordinance is enacted in compliance with and pursuant to the Uniform Community Development District Act of 1980, Chapter 190, Florida Statutes.
SECTION 2. FINDINGS. The foregoing recitals, determinations, and findings are true and correct and are incorporated herein, adopted hereby, and made a part hereof.
SECTION 3. GRANT OF PETITION. Pursuant to Chapter 190, Florida Statutes, the Petition to Contract the Boundaries of Randal Park Community Development District submitted by the District's Board of Supervisors is hereby granted.
SECTION 4. AMENDING ORDINANCE NO. 0612111005 AND CONTRACTING
THE DISTRICT'S EXTERNAL BOUNDARIES. Pursuant to Chapter 190, Florida Statutes, and the Petition submitted by the District's Board of Supervisors, ordinance number 0612111005 is hereby amended to contract the external boundaries of the Randal Park Community Development District. Henceforth the external boundaries of the District shall be as described and depicted in Exhibit "A" attached hereto and incorporated herein.
SECTION 5. SCRIVENER'S ERROR. The City Attorney may correct scrivener's e1rnrs found in this ordinance by filing a corrected copy of this ordinance with the City Clerk.

SECTION 6. SEVERABILITY. If any provision of this ordinance or its application to any person or circumstance is held invalid, the invalidity does not affect other provisions or applications of this ordinance which can be given effect without the invalid provision or application, and to this end the provisions ofthis ordinance are severable.
SECTION 7. REPEAL. All ordinances or parts of ordinances previously adopted and conflicting with this ordinance are hereby repealed.

Page 2 of3

	 ORDINANCE NO. 2010-54
SECTION 8. EFFECTIVE DATE. This ordinance takes effect immediately upon final
passage.

I\ r,	·	.

94		DONE, THE PUBLIC NOTICE, in a newspaper of general circulatiol?j in the City of Orlando,  Fl9,rida,  by1 the  City  Clerk  of the  City  of Orlando,  Florida,  this	·,	day  of
96	,��\vV.-?_1./·r-: -._......_�,\. i•r-,=-2010

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DON�, TH� Fll�ST READING;(��-the C1 ·t)'! C�uncil of the City of Orlando, Florida, at

----

•i--.....J

-- �· - } -

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a regular rneetmg, this	\_;;;::;;;::.to._	day of   ,  't·-'A-� tJ-N-,,.  U.J}\	, 2010.

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DONE,  THE  SECOND  READING,  HEARING,  A.N...  D  ENACTED  ON  FINAL
P�SSAGE, by an af�rmative vote of a �ajorit� of a 51uorurn pre){��-?!the/City Council of the

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City of Orlando, Flonda, at a regular meetmg, this �I .j   day of   .J�  \P-   t'--.J)1..J. J.,{r--'	, 2010.

ATTEST, BY THE CLERK OF THE CITY COUNCIL OF THE CITY OF

APPROVED AS TO FORM AND LEGALITY FOR THE U SE AND RELIANCE OF THE CITY OF ORLANDO, FLORIDA:

128	,, .	I k	�	0	 	

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�

**[Remainder ofpage intentionally left blank.]**

Page 3 of3

SKETCH	OF	DESCRIPTION

SHEET 1 OF 7

EXHIBIT
II /\ ,,
 	H	

LEGAL DESCRIPTION ( Prepared by this Surveyor ) ( 01 Zoning Area ):
A  parcel  of  land  comprising  portions  of  Section  32,  Township  23  South,  Range  31  East,  Section  5,  Township  24 South, Range 31 East and a portion of RANDAL PARK - PHASE 1A SHARED INFRASTRUCTURE according to the Plat thereof as recorded in Plat Book 71, Pages 90 through 94 of the Public Records of Orange County, Florida.
Being more particularly described as follows:
COMMENCE at the Southeast corner of Tract 'F' of aforesaid RANDAL PARK - PHASE 1A SHARED  INFRASTRUCTURE thence  run  North  72'05'41"  West  along   the  Southerly  line  of   said  Tract  'F',   also  being  the  Northerly  right-of-way  line of Dowden  Road  per  said  Plat,  for  a  distance  of  16.21  feet  to  a  point  of  curvature  of  a  curve  concave  Northeasterly and  having  a  radius  of  2046.00  feet,  a  chord  bearing  of  North  63"34'04"  West  and  a  chord  length  of  606.74  feet; thence run  Northwesterly  along  said  Northerly  right-of-way  line  also  being  the  Southerly  lines  of  Tracts  'E'  and  'F' through  a  central  angle  of  17'03'14"  for  an  arc  distance  of  608.98  feet  to  a   point   of  tangency.;   thence  continuing along said Northerly right-of-way line and said Southerly line of Tract 'E' run North 55'02'27" West for a distance
of 1288.31 feet; thence run North 35·43'57" East for a distance  of  20.06  feet  to  a  point  of  curvature  of  a  curve concave Southeasterly having a radius of 195.00 feet; thence  run  Northeasterly  along  said  curve  through  a  central angle of 56'34'18"  for  an  arc  distance  of  192.54  feet;  thence  run  North  06'29'14"  East  for  a  distance  of  20.81  feet to the POINT OF BEGINNING; thence run  South  73"50'01"  East  for  a  distance  of  59.14  feet;  thence  run  South 77'15'43"  East  for  a  distance  of  62.93  feet;   thence  run  South  79'47'14"  East  for  a  distance  of  94.79  feet  to  a point of curvature of a curve concave Northerly having a  radius  of 134.00  feet;  thence  run  Northeasterly  along said curve through a central angle of 59'11'56" for an  arc  distance  of  138.45  feet  to  a  point  of  reverse  curvature  of  a curve concave Southeasterly having a radius of 2229.12 feet; thence run Northeasterly  along  said  curve  through  a central angle of 5'37'25" for an arc distance of 218.79 feet; thence run North 48'08'54" East for a distance of
127.68 feet; thence run North 03'06'06" West for a  distance  of  60.32 feet;  thence  run  North  45'14'14"  East  for  a distance of 36.60  feet;  thence  run  North  61'54'38"  East  for  a  distance  of  95.02  feet;  thence  run  North  73'48'39" East for a distance of 72.32 feet; thence run South 63'22'15" East for a distance of  29.00  feet  to  a  point  on  a non-tangent curve concave Southeasterly having a radius of 735.50 feet; thence from a  tangent  bearing  of  North 64"16'22" East run Northeasterly along said curve through  a  central  angle of  9"54'29"  for  an  arc distance of  127.19 feet; thence run North 17'48'49" West for a distance of 52.30 feet to a point on  a  non-tangent  curve  concave Southeasterly having a radius  of  63.00  feet;  thence  from  a  tangent  bearing  of  North  17'49'22"  West  run Northeasterly along said curve through a central angle of 66"26'58" for an arc distance of 73.07 feet to a point on
Continued on Sheet 2 of 7

Pro'ewoncl Surveyors & Mappers

213 SOUTH DILLARD Street Imler Gaden, Flcolo 34787 1 ( 407 ) 654 5355

SURVEYOR'S NOTES:
THIS IS NOT A SURVEY_
THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
BEARINGS SHOWN HEREON ARE BASED UPON THE WEST LINE OF THE NORTHWEST 1/4 OF SECTION 5-24-31 BEING AN ASSUMED BEARING OF S 01'16'14" E FOR ANGULAR DESIGNATION ONLY.

JOB NO	27116	CALCULATED BY·  JLR	FOR THE LICENSED BUSINESS # 6723 BY: DATE:	8-4-2010	DRAWN BY: 	PJR	
SCALE:	1"  = 800 FEET	CHECKED BY·	JLR
FIELD BY·	N/A	JAMES L. RICKMAN P,S.M. # 5633

SHEET 2 OF 7

SKETCH	OF	DESCRIPTION
EXHIBIT

Continued from Sheet 1 of 7
a non tangent curve concave Southeasterly having a radius of 253.10 feet; thence from a tangent bearing of  North 45'26'05" East run Northeasterly along said  curve  through  a  central  angle  of  12'56'18"  for  an  arc  distance  of  57.15 feet to  a  point  on  a  non  tangent  curve  concave  Southeasterly  having  a  radius  of  301.20  feet; thence  from  a tangent bearing  of  North  58'25'18"  East  run  Northeasterly  along  said  curve  through  a  central  angle  of  9'05'57"  for an arc distance af 47.83 feet to a point of compound curvature of a curve concave Southeasterly having a radius
of 453.47;  thence  from  a  tangent  bearing  of  North  68"18'43"  East  run  Northeasterly  along  said  curve  through  a  central  angle  of  8'48'00" for  an  arc  distance  of  69.65  feet  to  a  paint  on  a  non  tangent  curve  concave Southeasterly having a radius of 624.69 feet; thence from a tangent bearing of North 75·53•57" East run
Northeasterly  along  said  curve  through  a  central  angle  of  5'44115"  for  an  ore  distance  of  62,56  feet  to  a  point  on  a non tangent curve concave Southerly having a radius of 379.53 feet; thence from a tangent bearing of North
81"49'26" East run Northeasterly along said  curve  through  a  central  angle  of  5"28'55"  for  an  arc  distance  of  36.31 feet to a point on a non tangent curve  concave  Southerly  having  a  radius  of  526.65  feet; thence  from  a  tangent bearing of North 87'37'57" East run Southeasterly along said curve through a central angle of 5'17'01" for an arc distance  of  48.57  feet;   thence  run  South  87"42136"  East  for  a  distance  of  28.19  feet  to  a  point  on  a  non-tangent curve concave Northerly having a radius of 506.80 feet; thence from a tangent bearing of South 87'21'08" East run Southeasterly along said curve through a central angle of 4'10'30" for an arc distance of 36.93 feet; thence run North  87'31120"  East  for  a  distance  of  26.00  feet  to  a  point  on  a  non-tangent  curve  concave  Southerly  having  a radius of 603.46 feet; thence from a tangent bearing  of  North  86'19'49"  East  run  Northeasterly  along  said  curve through a central angle of 2'30'09" for an arc distance of 26.36 feet to a paint on a non tangent  curve  concave Southwesterly having a radius of  104.27  feet; thence  from  a  tangent  bearing  of  North  89"07'15"  East  run Southeasterly along said  curve  through  a  central  angle  of  20'24'54"  for  an  arc  distance  of  37.15  feet  to  a  point  on a non tangent curve concave Southwesterly having a radius of 215.27 feet; thence from  a  tangent  bearing  of  South 68'35'06" East run Southeasterly along said curve  through  a  central  angle  of  19'33'40"  for  an  arc  distance  of  73.49 feet to a  point  on  a  non  tangent  curve  concave  Southwesterly  having  a  radius  of  364.46  feet; thence  from  a tangent bearing of South  48"53'24"  East  run  Southeasterly  along  said  curve  through  a  central  angle  of  6'27'22"  for an arc distance of 41.07 feet; thence run South  35"27'54"  East  for  a  distance  of  89.03  feet;  thence  run  South 68'36'09"  East  for  a  distance  of  1333.35  feet; thence  run  South  59'52'40"  East  for  a  distance  of  201.60  feet; thence run North 79'51'06" East for a distance of 103.78 feet; thence run North 83'46'50" East for a distance of
99.43 feet; thence run South 35'46'03" East for a distance  of  17.24  feet;  thence  run  North  24'41'05"  East  for  a distance of 213.58 feet; thence run North  36'06'09"  East  for  a  distance  of  167.99  feet;  thence  run  North  54'32'12" East for a distance of 55.05 feet; thence run North 39'04'26" East for a distance of  119.68  feet;  thence  run  North 81·54'48" East for a distance of 40.92 feet; thence run North 84"14'55" East for a distance of 75.23 feet; thence
Continued on Sheet 3 of 7

THIS IS NOT A SURVEY:

R@,/W     DENOTES  CRIHGAHNTG-EOFIN-WDAIRYECTION Pl[.C.      DENNOTES  PCEONINTTEROLFINECURVA1URE

P..RT..C.  DENOTESS  POINTT  OF  TRAENVGEERSNECYCURVATURE

P.C.C. DENOTES POINT OF COMPOUND CURVATURE

JOB NO.

27116

N/A	

8-4-2010

CALCULATED BY·   JLR	

PJR	

Pro•ess,oral Surve\1ors & 1/iapoers

DAT•

1" = 800 FEET

DRAWN BY·

 	JLR	

213 SOUTH DILLARD Street W'inler G!Jden, Aixido  34787 * ( 407 ) 654 5355

SCALE:
FIELD BY·  	

CHECKED BY·

SHEET 3 OF 7

SKETCH	OF	DESCRI PTI ON
EXHIBIT

/

II A"

Continued from Sheet 2 of 7

run South 70'37'22" East for a distance of 47. 11 feet; thence run South 70'1 2'1 7" East for a distance of 25.91 feet; thence run South 40"50'1 1" East for a distance of 35.00 feet to a  point  on  the  Westerly line of an  Orlando  / Orange County Expressway Authority parcel of land per Official Records Book 4307,  Page 31 5  of the Public Records of aforesaid Orange County, Florida; thence contin uing along said Westerly line run North 10·49'31" East for a distance of 205.02 feet; thence run North 83"36'04" East for a distance of 44.1 8 feet to a point on the Westerly right-of-way line of the Eastern Beltway, State Road 41 7 per Official Records Book 4306, Page 11 63 of said Public Record; thence run the following courses and distances along said Westerly, right-of-way line; North 07'1 3'02" West for o distance of 782.49 feet; thence run North 06"23'56" West for  o  distance of 681 .95 feet;  thence run  North 08'41 '22" West for a distance of 300. 24 feet; thence run  North  06"23'59"  West  for a  distance of 688.45 feet; thence run North 07'1 1' 57" West for a distance of 1111. 19 feet; thence run North 08'37'54" West for a distance of 950. 14 feet to a point on the Southerly right-of-way line of the Beeline Expressway, State Road 528,  a  limited access highway, as recorded in Official Records B ook 4068, Page 3668, also being a point on the Northerly line 0f a
60. 00 foot wide Florida Power Corporation Right- of-Way as recorded in Official Records Book 1 893, Page 946 of said Public Records Public Records of Orange County, Florida; thence deporting aforesaid Westerly right-of-way line run North 63"45' 48" West along said Southerly right-of-way line, said Northerly line and also being in part the Southerly line of a parcel of land described in Official Records Book  4068,  Page  3668 of aforesaid Public Records of Orange Coun ty, Florida for a distance of 3989.34 feet; thence continuing along said Southerly right-of- way line run South 89'44'57" West for a  distance of 529.31  feet to a  point on the West line of the Northwest 1 /4 of aforesaid Section  32; thence departing said Southerly right- of-way line run South 00'1 3'52" West for a distance of 2389.97 feet to the  Southwest  corner  of  said  Northwest  1 /4;  thence  departing  said  West  line  run  South  00'1 5'1 2"  West  along  the  West line of the Southwest 1 /4 of said Section 32 for a distance of 2856.49 feet to the Southwest corner of said Southwest 1 /4 ; thence departing said West line run South 01 '1 6'1 4" East along the West line of the Northwest 1 /4 of aforesaid Section 5 for a distance of 1 081 .47 feet to a point on  the Northerly right- of-way line of Dowden Road, per Official Records Book 9793, Page 575 of aforesaid Public Records Public Records of Orange Coun ty, Florida; thence departing said West line run the following courses and distances along said Northerly right- of-way line; South 55"02'27" East for a distance of 688.52 feet; thence run North 35"23'52" East for a distance of 21 5.89 feet; thence run South 81 "53'45" East for a distance of 104.74 feet; thence run South 39"27'38" East for a distance of 11 3.58 feet;  thence run South 49'28'24" East for a  distance of 56.85 feet; thence run South 27"37'49" East for a distance   of 1 02. 73 feet to aforesaid POINT OF BEGINNING.
Contains 255.37 upland acres more or less. Contains 324.41 wetland acres more or less. Contains 579.78 total acres more or less,

THIS IS NOT A SURVEY:

R@j. W     DENOTEES   CRIHGAHNTG-EOFIN-WDAIRYECllON T	T	TANGENCY

P([.C.	DEENOTTEES  PCOENINTTEROLFINECURVATURE

P.R.C. DENOTES POINT OF REVERSE CURVA1URE

P.C.C. DENOTES POINT OF COMPOUND CURVATURE

Profe;sional Surveyors & l,1oppers 21 3  SOUTH   DILLARD Street
YmlEJ Gmloo, lbioo 3U87 t ( 407 ) 654 5355

JOB NO
DATE· SCALE: FIELD BY·

28-7141-62010
1" = 800 FEET
N/A

CALCULATED BY·  JLR	 DRAWN BY· 	PJR	 CHECKED BY:	JLR

SKETCH	OF	DESCRIP TI ON
SHEET 4 OF 7

"EAX''HIBIT

NORTHWEST  1/4  OF

E	CORNER SECTION 32-23-31
PLIEMRITEOD.R.A4C0C6E8S, SPGR.I3GH66T8-OF-WAY

� NORTH LINE OF THE

---L3-9 	#

NORTHWEST  1 /4  OF

WEST LINE OF THE SECTION 32-23-31

VACANT RAN CH
LANDS

NORTHWEST  1/4  OF

SOUTHWEST CORNER SECTION  32-23-31

SOUTHERLY LINE OF DOE.RS.C4R0I6B8E,DPIGN.3668

PAR EL OF LAND

SECTION 32-23-31

NEOARTSHTWLEINSTE  1O/F4THOFE -i

SECTION 32-23-31

__j_rSNORTHWLEINSTE  1O/F4 TOHFE

SNEOCRTTIHOENAS3T2-12/34-O31F

NORTHEAST  1/4  OF

WEST LINE OF THE SECTION 32-23-31
NOT PLATTED

STATE ROAD 528

LSIONUETHOEFRLBYEERLINGEHTE-XOPFR-EWSASWYAYI, LIMITED ACCESS HIGHWAY

SOUTHWEST  1/4  OF

N RT LINE OF THE SECTION 32-23-31

SOUTHWEST  1/4  OF

w

0	WEST LINE OF THE

_J

f­

f­	SECTION 32-23-31

<(

SOEUASTHTWLEINSET  1O/F4THOEF _j

N RT LINE OF THE SECTION 32-23-31

SOUTHEAST  1/4   OF

SOUTHEAST  1/4   OF

WEST LINE OF THE SECTION 32-23-31

VACANT RANCH
LANDS

Q_	SECTION  32-23-31	I
f- 0
z

TH IS IS NOT A SURVEY:

WEOSFTELRIMLYITERDIGHATC-CEOSFS-WHAIGYHWLIANYE

PER O.R.4306, PG.1163

P.R.C.  DENOTTEES  POIINT  OF  TRAENVEGRESNECYCURVATURE

R@/W     DENOTES  CRIHGAHNTG-EOFI N-WDAIRYECTION P(f.TC..     DENOTTEESS  PCOENINTTEROLFINECURVATURE
P.C.C. DENOTES POINT OF COMPOUND CURVATURE

JOB NO	27116	CALCULATED BY·  JLR	

Profess1onol Su·ve1 0rs & l,1appE:rs

DA SCALE·

8-4-2010	DRAWN BY· 	PJR	
1"  = 800  FEET	CHECKED BY·	JLR

21 3 SOUTH DILLARD Street
lil\er Glrdm, f1orido 3478] I ( 407 ) 654 5J5!i

FIELD BY· 	N/A	

SKETCH	OF	DESCR IP TI ON
SHEET 5 OF 7

EXHIBIT

SOUTHWEST  1 /4  OF

f­

w0	WEST  LINE  OF  THE
f­	SECTION 32-23-31	EAST LINE OF THE _

VACAN T RANCH LANDS

<{

j

_J (l_
f-- 0z

SOUTHWESTT  1C/O4RNOEFR  OF  THE

SSOEUCTTHIOWNES3T2-1 /243-O3F1	j

r S�O�UTHHWLEISNTE  1O/F4 TOHFE

VvEOSFTELRIMLYITERDIGHACT-CEOSFS-WHAIGYHWLIANYE

PER  O.R.4306,   PG.1 163

-----

SOUUTHELAISNTE 1O/F4 TOHFE	r

vi

SECTION  32-23-31	�ECTION  32-23-31

NORTHWEST  1 /4  OF

�ORTH LINE OF THE

SECTION  32-23-31
NORTH LINE OF THE

--+-vi 	-----!

LINE OF DOWDEN ROAD

WEST LINE OF THE SECTION 5-24-31

NSEOCRTTIHOWN E5S-T 214/-43O1 F

(/) 0

NSEOCRTTIHOENAS5T-214/-43O1 F VvEOSFTELRIMLYITERDIGAHCT-COESFS-WHAIGYHWLIANYE

NORTHERLY RIGHT-OF-WAY
PER  O.R.9793,  PG.575	C

0
i!;
r::j'

PER O.R.4306, PG.1163
L

L

Oo

NORTHEAST  1 /4  OF

��4-

1='o�o

RANDA1 AL  SPHAARKREDPHASE ( TO BE VACATED )

P.BIN. F7R1A,STPRGUS.CT9U0R-E94

SECTION   5-24-31

NS ORTHl'vLEINSTE  1O/F4 TOHFE

SECTION 5-24-31

NSOOURTTIHHVvELISNTE  1O/F4 TOHFE

SOUT LINE OF THE SECTION 5-24-31

PARCEL 'A'

LINE OF DOWDEN ROAD

OERXLAPRNEDSOS/WOARYANAGUETHCORUITNYTY PER O.R.4307, PG.315

RANDAL PARK PHASE 1 A

POINT SOOUFTHECASOT MCOMRNEENR  COFETMRAECNT TF,
SHARPE.DB. IN7F1 ,RAPSGTSR.U9C0T-U9R4E

THIS IS NOT A SURVEY:

NORTHERLY  RIGHT-OF-WAY PER O.R.9793, PG.575

RjW   DENOTES  RIGHT-OF-WAY

P.R.C.  DENOTEES  POINTT  OF  TRAEVNGERESNECYCURVATURE

®	DENOTES CHANGE IN DIRECTION PlE.TC..	 DENOTTEES  CPEONINTTEROLFINECURVATURE
P.C.C. DENOTES POINT OF COMPOUND CURVATURE

JOB NO	271 16	CALCULATED BY·   JLR	

Pro'ess'onol Surl'eyors & Mappers

DAT · SCALE·

B-4-2010	DRAWN BY·	PJR 	
1"   = 800  FEET	CHECKED BY·	JLR

213 SOUTH  DILLARD Street
Wi'Jrer C<rdar, FkridJ 34787 I ( 407 } 654 5J55

FIELD BY: 	N/A	

SKETCH	OF	DESCRIPTION

EXHIBIT

SHEET 6 OF 7

LINE TABLE	
LINE	LENGTH	BEARING N72'05' 41 "W N35'43'57"E N06'29'1 4"E S73'50'01 "E S7T1 5'43"E

N03'06'06"W

S63'22'1 5"E

N87'31 '20"E S68'36'09"E

S35"46'03"E N24"41 '05"E N36'06'09"E
N54'32'1 2"E	
L1	16.21		
L2	20.06		
L3			
L4	59.14 		
	62.93		
L6	94. 79		
	1 27.68		
LB			
L1 0			
L1 1	72.32		
L1 2	29.00		
L1 3			
L1 4
L1 5	28.1 9		
L1 6	89.03		
L1 7	1 333.35		
L1 8	201 .60		
L1 9			
L20			
L21	1 7.24		
L22	21 3. 58		
L23	1 67.99		
L24	55.05		

LINE TABLE 		
LI NE 	LENGTH	BEARING	
L25	11 9.68	N39'04'2611E	
L26A	40. 92	N81 '54' 48"E	
L26B	75.23	N84'1 4'55"E	
L27
L28	47.11 	S70'37'22"E S70'1 2'1 7"E	
L29	35.00	S40'50'1 1 "E	
L30	205.02		
L31	44.18 		
		NOT1 3'02"W N06'23'56"W N08'41 '22"W

NOT1 1'57"W N.08'37'54"W N63'45'48"W

S00'1 3'52"W S00'1 5'1 2"W
S01 '1 6'1 4"E S55'02'27"E N35'23'52"E S81 '53'45"E S39'27'38"E S49'28'24"E
S2T37' 49" E	
L32	782.49		
L33	681 .95		
L34	300.24		
L35	688.45		
L36	111 1.19 		
L37	950.14 		
L38	3989.34		
L39	529.31		
L40	2389.97		
L41	2856.49		
L42			
L43	688.52		
	21 5.89		
L45	1 04.74		
L46	11 3.58		
L47	56.85		
L48	1 02.73		

P.R.C. DENOTES POINT OF REVERSE CURVATURE

THIS IS NOT A SURVEY:

PP..TC..

DEENOTEES  CRIHGAHNTG-EOFIN-WDAIRYECTION QDEENOTTEESS  CPOENINTTEROLFINECU RVATURE

Prole,sionol Surveyors & !,loppers

JOB NO.
DA SCALE:

27116
8-4-2010
1" = 800 FEET

TES	T	TANGENCY
P.C.C. DENOTES POINT OF COMPOUND CURVATURE
CALCULATED BY:   JLR	 DRAWN BY· 	PJR	
CHECKED BY·	JLR

20.81

25.91

S79'47'14"E N48'08'54"E

N1 0'49'31 "E N83'36'04"E

60.32
36.60
95.02

L9

N45'1 4'1 4"E
N61 '54'38"E N73"48'39"E

N1 7'48'4911W S87'42'36"E

N 06'23'59"W

52.30

26.00

S35'27'54"E

S89'44'57"W

S59'52'40"E N79'51 '06"E N83'46'50"E

1 03.78
99.43

1 081. 47

L44

21 3 SOUTH DI LLARD Street
IMter Go-de!I, F111i:lo   3(767 1 ( 407 ) 654 53.55

FIELD BY· 	N/A	

S'KETCH	OF	DESCR IP TION
SHEET 7 OF 7

EXHIBIT

J

" A'1
'J,o lo- 54 

CURVE TABLE	
CURVE	RADIUS	LENGTH	CHORD	BEARING N64"01 '06"E

N69"13'37"E

N62"58'1 7"E

S89'26'23"E

S80'40'1 B"E
S58"48'1 5"E S45'39' 43"E	DELTA

5·37'25"
9'54'29"
66'26'58"
1 2"56'1 8"
9"05'57"

5'44'1 5"

19'33'40"
6'27'22"	

N64'1 6'22"E

N 58'25'1 8"E N 68"1 8' 43"E

N 81 '49' 26"E S87'21 '08"E

S68'35'06"E S48'53'24"E	
C1	2046.00	608.98	606.74				
C2		192.54	1 84.81				
		1 38.45	1 32.37				
C4	2229. 12 	218.79					
C5	735.50	1 27.19 					
C6		73.07					
C7	253. 10 	57.15 	57.03				
CB	301 .20	47.83	47.78				
C9							
C1 0	624. 69	62.56					
C1 1	379.53		36.30				
C1 2	526.65	48.57	48.55				
C1 3		36.93					
C1 4	603.46	26.36	26.36				
C1 5	104. 27	37.15 	36.96				
C1 6	21 5.27	73.49					
C1 7	364.46	41 .07	41 .05				

THIS IS NOT A SURVEY:

R,@/W     DENOTTES  CRIHGAHNTG-EOFIN-WDAIRYECTION Plf_.C,	DENOTTEESS  CPEONINTTEROLFINECURVATURE

P. RT..C.   DENOTEES  POINT  OF  RTAEVNEGRESNECYCURVATURE

P.C.C. DENOTES POINT OF COMPOUND CURVATURE

N63"34'04"W

17'03'1 4"
56'34'1 8"
59'11 '56"

1 95.00
1 34.00

C3

N 70"36'48"E N43'49'32"E

21 8. 70
1 27.03
69.04

63.00

N1 5"25'1 4"E N51 "54'1 4"E

N1 7'49'22"W N 45'26'05"E

453. 47

69.65

69.58
62.53

N 72"42' 43"E N 78"46'04"E N84'33'54" E S89"43'33"E

B"48'oo"

N75"53'57"E

36.31

5'28'55"
5"1 7'01 "
4"1 0'30"
2·30•09"
20·24'54"

N87'37'57"E

506.80

36.92

N87'34'53"E

N86'1 9'49"E N 89'07'1 5"E

73.14 

P•ofessionol Survet•o1s & Moppets

213 SOUTH DILLARD Street W'nler Girdm, Fl«ioo 347/fl 1 ( 4-07 ) 654 5355

JOB NO DATE·
SCALE· FIELD BY·

27116
8-4-2010
1" = 800 FEET
 	N/A	

CALCULATED BY·   JLR	 DRAWN BY· 	PJR	 CHECKED BY:	JLR

CrrY OF ORLANDO

CERTIFI CATI ON 

STATE OF FLORIDA) COUNTY OF ORANGE)

at

I, Alana C. Brenner, City Clerk, City of Orlando, Florida, hereby certify that the tached is a true and correct copy of the City of Orlando Ordinance No. 2010-54 -An

Ordinance Granting A Petition to Contract the Boundaries of the Randal Park Community Development District, As Initiated by the District's Board of Supervisors; Amending Ordinance No. 0612111005.
Given under my hand and the corporate seal of the City of Orlando, Florida, affixed 0t ,.. ay of .January2011.

City Clerk

OFFICE OF CITY CLERK
CITY HALL ■ 400 SouTH ORANGE AVENUE ■ 2ND FLOOR ■ P.O. Box 4990 ■ ORLANDO, FLORIDA 32801-4990
PHONE 246-225 1 • FAX 246-3613 • http://www.cityoforlando.net