HomeMy WebLinkAboutIII (H & I) Approval and Authorization for Mayor and City Clerk to execute Wedgewood Commons, Phase One - Developers and Homeowners Association Agreement for Upgraded Street Lights & Final PlatAGENDA 9-3-96
Ite H & I
JAMES W. SHMA, P.E.
CITY ENGINEER / UTILITIES DIRECTOR
150 N. LAKESHORE DRIVE • OCOEE, FLORIDA 34761
PHONE (407) 656-2322 EXT. 142 e FAX (407) 656-7835
MEMORANDUM
DATE: September 3, 1996
TO: The Honorable Mayor and Board of City Commissioners
FROM: Ernie Kovacs, Engineering Aide 0 f�
SUBJECT: Approval of Wedgewood Commons Subdivision Phase One
Developers and homeowners Association Agreement for
Upgraded Streets Lights
Issue
Should the Honorable Mayor and Board of City Commissioners approve the final subdivision
plat and Upgraded Street Lighting Agreement
Background
Wedgewood Commons Phase One is a 44 single family residential subdivision. The site has
been developed. It is located off Clarke Road north of White Road.
Recommendation
Staff recommends that the Honorable Mayor and Board of City Commissioners approve the final
plat and Street Light Agreement as submitted.
JWS/jbw
THE PRIDE OF WEST ORANGE I
AGENDA 9-3-96
Item III H
DEVELOPERS AND HOMEOWNERS ASSOCIATION AGREEMENT
FOR UPGRADED STREET LIGHT
This Agreement, entered into this o 3rel day of Q V , 1996, by and between
Whitehill Group Ltd., a Florida limited partnership, hereinafter referred to as Developer, Wed ewood
Commons Homeowners' Association, Inc. , hereinafter referred to as Association, and the CITY OF
OCOEE, hereinafter referred to as City.
WITNESSETH:
WHEREAS, the Developer owns and desires to develop certain real property located in the City of
Ocoee, Orange County, Florida, more particularly described in Exhibit A, attached hereto; and
WHEREAS, for the purpose of developing the subject property, the Developer has submitted to the
City of Ocoee a subdivision plan and specifications for a subdivision to be known as Wedgewood Commons
Phase I; and
WHEREAS, the Developer intends to develop the subject property in accordance with the approved
subdivision plans and specifications, including certain specialized street lighting; and
WHEREAS, in order to install said street fighting it will be necessary to install C140 50 watt cost top type
type street lights (30 total, as indicated on FPC street light plan dated February 29, 1996), for every
conventional fixture (22 total, as indicated on FPC street light plan dated February 29, 1996) to obtain the same
illumination; and
WHEREAS, the cost and maintenance of the C140 50 watt post too type street lights is in excess of
the amount paid by the City for street lighting pursuant to the City's agreement with Florida Power Corporation;
and
WHEREAS, the City is in agreement to allow this type of street lighting by the Developer for use in
Wedewood Commons Phase I provided that the additional cost thereof is paid for by the Developer and/or the
Association; and
WHEREAS, the Developer and Association are in agreement to pay the additional costs thereof.
NOW THEREFORE, the parties agree as follows:
1. The Developer hereby agrees that the Declaration of Covenants Conditions and Restrictions for
Wedgewood Commons Phase I shall specifically provide that the Association shall be responsible for the
additional cost of street lighting that is over and above that paid for by the City and shall reimburse the City of
Ocoee said additional -cost plus an administrative charge equal to ten (10) percent of the additional costs and
that said Association shall have the power and authority to assess each lot owner within said subdivision, which
said assessment shall be a lien upon each lot and shall be subject to foreclosure by the Association in the event
of non-payment.
2. That the Association for itself, its successors and assigns agrees that the Declaration of Covenants
Conditions and Restrictions for Wedgewood Commons Phase I shall not be amended as it relates to the duty
to pay the additional cost of street lighting and the lien and enforcement provisions thereof, without consent of
the City, and further agrees to be responsible for the additional costs of street lighting over and above that paid
for by the City that results from the use of the desired street lighting, plus the administrative costs set forth
above.
3. The Developer upon the execution of this Agreement, shall pay to the City the cost of recording this
Agreement in the Public Records of Orange County, Florida.
FORM-12
Developers and Homeowners Association
Agreement for Upgraded Street Lights
4. This Agreement shall be binding and inure to the benefit of the subject property and be binding upon
the Association and any persons, firm or corporation that may become its successor in interest directly or
indirectly to the subject property.
IN WITNESS WHEREOF, the parties hereto have caused these presents to be signed as of the date
and year first above written.
SIGNED, SEALED, AND DELIVERED CITY OF OCOEE, FLORIDA
IN THE PRESENCE OF:
Witness
rst<Cmm
Witness
MAYOR
City Clerk
APPROVED BY THE OCOEE CITY
COMMISSION AT A MEETING HELD ON
,19 ,
UNDER AGENDA ITEM NO.
STATE OF FLORIDA
COUNTY OF ORANGE
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County
aforesaid to take acknowledgments, personally appeared
, personally known to me to be the Mayor and City Clerk, respectively, of the CITY
OF OCOEE, a Florida municipal corporation, and that they severally acknowledged executing the same in the
presence of two subscribing witnesses freely and voluntarily under authority duly vested in them by said
municipality.
WITNESS my hand and official seal in the County and State last aforesaid this day of
,19
Notary Public
Print Name of Notary
My Commission Expires:
FORM-12 2
Developers and Homeowners Association
Agreement for Upgraded Street Lights
FOR USE AND RELIANCE ONLY BY THE CITY
OF OCOEE, APPROVED AS TO FORM AND
LEGALITY, THIS DAY OF ,
19
FOLEY & LARDNER
BY:
CITY ATTORNEY
DEVELOPER:
WHITEHILL GROUP LTD., a Florida
limited partnership
I(i
General Partner
STATE OF 1~\nv.;I a.
COUNTY OF bao►.)-k c-
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County
aforesaid to take acknowledgments, personally appeared BRYAN KING, personally known to me, a. nit
1 Win, as the General Partner of WHITEHILL GROUP LTD., a
Florida limited partnership, and that he acknowledged executing the same freely and voluntarily under authority
duly vested in him by said limited partnership.
WITNESS my hand and official seal in the County and State last aforesaid this .o day of
�AF►d, 119
Notary Pu /
7 Ws/lor NPh�%v1 oil
Print Name of Notai�,a• ou.,
My Commission Ej J WALLACE HENDERSOM
My C.,.,i sion CC5462oa
��t lF OF fl�P`oe
E�i►es Apr. 0&, 200
FORM-12 3
Developers and Homeowners Association
Agreement for Upgraded Street Lights
ASSOCIATION:
WEDGEWOO , COMMONS
HOMEOWN'�SSOCIATION, INC.
By: -�
WitnePrint name:
Title: President
Witness 4 tb,&r+- F 7e r')cb
(SEAL)
STATE OF Flcy cal
COUNTY OF ✓ a.>1 a
I HEREBY CERTIFY that on this day, before me, an officer TZLe-4&
y authorized in the State and County
aforesaid to take acknowled menu ersonally appeared Zl U
ersonall known tom or who provided _ as identification,
as the President of WEDGEWOOD COMMONS HOMEOWNERS' ASSOCIATION, INC., a Florida corporation
and that he acknowledged executing the same freely and voluntarily under the authority duly vested in him by
said corporation.
WITNESS my hand and official seal in the County and State last aforesaid this „ oZ r Y day of
19j�_.
—11� a lL-"
Notary Public
L-jadd P1etx h/al/rre►^
Print Name of Notary ao� Vey_
� LINDA PIETY WAI.LNER
My Commission Expires: * Mycommesslon cc544ogo
ri a EXPIres Mar. 31, 2000
�rFOf FIOP`C
FORM-12 4
r
A portion of Section 16 and Section 21, Township 22 South, Range 29 East, Orange County,
Florida, being more pattimAuly described as follows:
Commence at the Southwest corner of the Southeast 114 of said Section 16;. thence
S.00°07'26"W. along the West line of the Northeast 114 of said Section 21, a distance of
107.62 feet; thence leaving said line run N.89'40'41"E. aloes the North Iine of the South
550.00 feet of the Northwest 1/4 of the Northwest 1/4 of the Northeast 114 of said Section 21,
a distance of 49.95 feet to the East right-of-way line of Clarke Road, as recorded in Official
Record Book 4226, Page 4997, of the Public Records of Orange County, Florida, said point
also being the POINT OF BEGINNING; theme N.00°08'56"E. along said East right-of-way
line of Clarke Road 310.59 feet to the cusp of a curve concave Northeasterly and having a
radius of 25.00 feet and a central of 90'*00'00"; thence leaving said East right-of-way line
from a chord bearing of S.44°51'04"E. run Southeasterly -along the arc of said curve a
distance of'39.27 feet to the point of tangency; thence S.89051'04"E..80.00 feet to the point of
curvature of a curve concave Northwesterly and having a radius of 25.00 feet and a central
angle of 90'00'00"; thence run Northeasterly along the arc of said curve a distance of 39.27
feet to a point on said curve; thence S.89051'04"E. 50.00 feet; thence S.00008'56"W. 24.10
feet; thence N.89*40'41"E. 194.58 feet; thence N.78°14'24"E. 173.71 feet; thence
N.89056'06"E. 464.94 feet; thence N.00°00'50-E. 528.59 feet; thence S.89-59'10"E. 165.00
feet; thence S.00*00'50"W. 23.20 feet; thence S.89059' 10"E. 115.00 feet to a point on the
West line of the PIat of Magnolia Springs, as recorded in Plat Book 14, Pages 11 and 12, of
the Public Records of Orange County, Florida.; thence S:00'00'50"W. along the West line of
said Magnolia Springs 670.57 feet to the Nord sterlytnost corner of a Lift Station site, as
recorded in Official Record Book 4334, Page 3044, of said Public Records of Orange County,
Florida; thence S.44°35'03"W. along the Northwesterly line of said Lift Station site 85.00
feet; thence S.63°49'52"W. along said Northwesterly line 15.69 feet to the Northerlymost
corner of Wedgewood Commons Phase One, as recorded in Plat Book 29, Page 68, of said
Public Records of Orange County, Florida; thence run along the Northerly line of said
Wedgewood Commons Phase One the following courses'and distances: S.63'49'52"W.
118.32 feet; thence S.89*56'06"W. 320.00 feet; thence 5.00'03'54"E. 45.00 feet; thence
S.89056'06"W. 165.00 feet to the Northwest corner of said Wedgewood Commons Phase
One; thence N.00103'54"W. 10.91 feet to the aforementioned North line of the South 550.00
feet of the Northwest 1/4 of the Northwest 114 of the Northeast 114 of Section 21; thence
S.89'40'41 "W. along said North line 615.41 feet to the POINT OF BEGINNING.
Containing 11.841 acres, more or less.
Exhibit A
AGENDA 9-3-96
Item III I
T
BOOK PAGE
►► rr'-A rrr r,r ► ► r �1-jd r d
� �IJJ.� �J.�1JJ1J ��J�.�� J�1.�
H RANGE 28 EAST
DEDICATION
TOWNSHIP 22 SOUTIIA PORT
ION OF- SECTIONS 16 AN
D 211
KNOW ALL MEN BY THESE PRESENTS, That the limited partnership
named below, being the owner in fee simple of the lands
COUNTY, F-LORI DA.CITY 0 F- O C O EE, O RA N G �described in the foregoing caption to this plat hereby
dedicates said lands and plat for the uses and ' purposes
therein expressed and dedicates the streets and easements
shown hereon, except as noted, to the perpetual use of the
public.
IN WITNESS WHEREOF, the undersigned has caused these
resents to be signed by the limited partnership
P 24
LEGAL DESCRIPTION: named below on... t�.A'Y.......���......
DATE
A PORTION OF SECTION 16 AND SECTION 21, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE
COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: NORTH
WHITEHILL GROUP, LTD.
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 16; THENCE_
S.00°07'26"W. ALONG THE WEST LINE :OF THE NORTHEAST 1/4 OF SAID SECTION 21, A
DISTANCE OF 107.62 FEET; THENCE LEAVING SAID LINE RUN, N.89°40'41"E. ALONG THE I ( I Witness
NORT
H LINE OF THE SOUTH 550.00 ' FEET OF THE NORTHWEST 114 OF THE NORTHWEST 114 OF
r. r
1 4 OF SAID SECTION 21, A DISTANCE OF 49.95 FEET TO THE EAST RIGHT -OF -
THE NORTHEAST / 7 OF I -�- - I - -
----- -- - Bye.......................�:�:....... .. ..�,:.. .:....
WAY LINE OF CLARKE ROAD, AS RECORDED IN OFFICIAL RECORD BOOK 4226, PAGE 499 , LAKE BRYAN Pk, -,KING; PRINT NAME Linda Walt ner
THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, SAID POINT ALSO BEING THE POINT OF I JOHIO a
ALONG SAID FAST RIGHT-OF-WAY LINE OF CLARKE OCOEE GENERAL PARTNER
BEGINNING; THENCE N.00°08'56"E AL NORTHEASTERLY AND HAVING A RADIUS
R SILVER STAR ROAD
-ROAD 310.59 FEET TO THE CUSP OF'A._CURVE CONCAVE NO
OF 25.00 FEET AND A. CENTRAL OF 90'00'00"; THENCE LEAVING SAID EAST RIGHT-OF-WAY • N A
PRINT NAME Dd111El R. N01't
LINE FROM A CHORD BEARING OF S.44°51 '04"E. RUN SOUTHEASTERLY ALONG THE ARC OF SITE�cVE A DISTANCE OF 39.27,FEET TO THE POINT OF TANGENCY; THENCELAKE
SAID CUR I FLORENCE I `
4"E. 80.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE is �5 FLORIDA ORANGE
S.89 51 0 0
RLY AND HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF - STATE OF ...:........................COUNTY OF ...........,............
NORTHWESTERLY 2 t 22 0
90*00,00" THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF CC
T ON SAID CURVE THENCE S.89 51 04 E. 50.00 FEET; THENCE �,
39.27 FEET TO A POINT THENCE
WHITE ROAD
" 1fl FEET THENCE N.89 40 41 E. 184.58 FEET, I I The foregoing instrument was acknowledged before me
S.00°08 56 W. 24
° » 1 FEET THENCE . N.89°56'06"E. 464.94 FEET, THENCE o
N.78 14 24 E. 173.7 this .......�.0�'�.. day of .....�.'� .J.......1996, by BRYAN P.
° 0'50"E. 528.59 FEET, THENCE S.89'59'10"E. 165.00 FEET; THENCE _
KING, General Partner of Whitehill Group, LTD., a Florida
N.00.0 � ( I o I
S.00 00 50 W, 23.20 FEET, THENCE S.89'59'10"E. 115.00 FEET TO A POINT ON THE
T OF MAGNOLIA SPRINGS, AS RECORDED IN PLAT BOOK 14, PAGES 11 0 limited partnership, who is personally known to me.
WEST LINE OF THE PLAT THENCE S.00°00'50W.
AND 12, OF THE PUBLIC 'RECORDS OF ORANGE COUNTY, FLORIDA;
�., . .
ALONG THE WEST LINE OF SAID MAGNOLIA SPRINGS 670.57 FEET TO THE .NORTHEAST _ S.R. 50
CORNER OF A LIFT STATION SITE, AS :RECORDED IN OFFICIAL RECORD BOOK 4334, PAGE 3044,
OF SAID PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE S.44°35'03"W. ALONG IN WITNESS WHEREOF, I have hereto set
THENCE
THE NORTHWESTERLY .LINE OF SAID LIFT STATION SITE 85.00 FEET; VICINITY MAP my ha nd seal. on the above date. '
' . ALONG SAID NORTHWESTERLY LINE 15.69 FEET TO THE NORTHERLYMOST
S.63 49 52 W PAGE 68, OF NOT TO SCALE ;
CORNER OF WHITEHILL PHASE ONE, AS RECORDED IN PLAT BOOK 29,
F ORANGE COUNTY, FLORIDA; THENCE RUN ALONG THE NORTHERLY
SAID PUBLIC RECORDS O DISTANCES:
LINE OF SAID WHITEHILL PHASE ONE THE FOLLOWING COURSES AND NOTARY PUBLIC
"W. 118.32 FEET; THENCE S.89'56'06"W. 320.00 FEET, THENCE
S.63 49 52 ' " 00 FEET TO THE
. 0 FEET THENCE S.89.56 06 W. 165.
S.00 03 54 E. 45.0 Print Name:. �,�:Ai,�R�.�::•I�E.tJQ��s.Qa� ,�
THENCE
CORNER OF SAID WHITEHILL PHASE ONE; walu�c �a> Nn €�so
NORTHWESTRTH LINE OF THE SOUTH 550.00
" 10.91 FEET TO THE AFOREMENTIONED NO #..�''�` 46?Oa Ex k ,cc
OF THE NORTHWEST 1 4 OF - THE NORTHEAST 114 OF SECTION 21; "^ �R `
FEET OF THE NORTHWEST 1 /4 /
FEET TO THE .POINT OF -
°40'41"W. ALONG SAID NORTH LINE 615.41; F NOTICE.
THENCE. S.89 My commission Expires:.p`���`.; yr`�:4t�D
BEGINNING.
THERE MAY BE ADDITIONAL RESTRICTIONS
THAT ARE NOT
RECORD
ED Oh _' THr S
41 ACRES
CONTAINING 11.8 , MORE OR LESS.
.
PUBLIC RE
CORDS
S O F THIS COUN
TY.
l THE PUB
.THAT MAY BE FOUND N
PLATSURVEYOR
ERTI �ICATE OF
undersig
ned,
PRESENTS, That the ,
KNOW ALL MEN BY THESE_ PRE g
land, surve
yor, `or do
es
hereb
registered a ,
been a licensed and ,Y Y<
9 9
05-96 02 he surve
certify that on ....................... he com leted t y
ce y _ . P
e foregoing plat; that said fat
of the lands as shown In the 9 9 P � P
- d
is a correct representation of the lands therein describe
SURVEYORS NOTES..... - P
and platted; that permanent reference monuments have been
NT P
MONUMENT P.R.M. 4 X 4 CONCRETE MONUMENT TES PERMANENT REFERENCE MONU ( )
1; � DENOTES placed as shown thereon as required by ,Chapter" 177, Florida
WITH DISC L.S. 2353,': UNLESS OTHERWISE NOTED. Statutes, an
d that said land is located in the Cit of Ocoee,
_ T P.C.P. NAIL & DISC, L.S. #2353 TO BE SET IN
Orange County, Flori da
2. -�-- DENOTES PERMANENT CONTROL POINT ( )
ACCORDANCE WITH CHAPTER 177.091 (8), FLORIDA STATUTES. Dated
LEGEND
3. RAD DENOTES RADIAL LINE.
............. ...... ....,......:............Registration- No: ....2353....
1. R
RADIUS F. H. Salter, P.L.S.
4. NR DENOTES NON -RADIAL LINE.
2. L = LENGTH
83 FLORIDA CERTIFICATE OF APPROVAL BY BOARD
5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE GRID N.A.D 3. C = CHORD
EAST ZONE, AS ESTABLISHED BY THE ORANGE COUNTY, G.I.S. SURVEY. REFERENCE IS
• " WEST' :LINE OF THE SOUTHEAST 114 OF SECTION 16-22-28. 4-. C.B. = CHORD BEARING � �. OF CITY COMMISSIONERS
N.00 08 56 E. ALONG THE
5. L� = DELTA
(SHED ALONG STREET RIGHT-OF-WAY LINES THIS IS TO CERTIFY, That on the
6. 10 WIDE UTILITY EASEMENTS ARE HEREBY ESTABLISHED 6. P. C. = POINT. OF CURVATURE
REAR `LOT LINES AND A 5' WIDE UTILITY EASEMENT ALONG ALL SIDE LOT LINES
' AND foregoing plat was approved by the Board of CITY.
UNLESS OTHERWISE SHOWN.
7. P.T. = POINT OF TANGENCY Commissioners. of Ocoee, Florida.
ACCESS RIGHTS FROM LOTS 43 & 44 TO ' CLARKE 'ROAD ARE DEDICATED TO THE CITY OF
8. P.O.C. = POINT ON A CURVE
7. VEHICULAR9. REC. = RECOVERED
OCOEE, ORANGE COUNTY, FLORIDA....................................::..................................................
10. = CENTERLINE CITY ATTORNEY MAYOR OF OCOEE
1 1. P. C. C. = POINT OF COMPOUND CURVATURE
FENCES OR OTHER OBSTRUCTIONS SHALL BE PLACED WITHIN THE 30.00' DRAINAGE, UTILITY AND ATTEST:
8. NO FE ,
ACCESS EAS
EMENT, LOCATED BETWEEN LOTS 28 & 29. (PER O.R.BK.4334, PAGE 3044) ? (O.R.BK.4336, PAGE' 39321 12. P. R. C. = POINT OF REVERSE CURVATURE
CITY CLERK
9. THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 13. R\ W = RIGHT-OF-WAY
163, CONC
ERNING MORATORIUMS ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES.
• 14. C.C.R. = CERTIFIED CORNER RECORD CERTIFICATE OF APPROVAL
THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF FROM THE APPLICATION OF
•
15. C.M. = CONCRETE MONUMENT
SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION: BY CITY ENGINEER
16. L.B. = LAND SURVEYOR BUSINESS Examined
10 THE 10' LANDSCAPE AND WALL EASEMENT ENCUMBERING LOTS 43 AND 44 IS TO BE OWNED ' BY 17. O. R. BK. = OFFICIAL RECORD BOOK and
THE LOT OWNER AND MAINTAINED BY WEDGEWOOD COMMONS HOMEOWNERS' ASSOCIATION, INC. Approved:
18. ESMT. _
EASEMENT...................:................................... .... ,:...... .
11. .LOT 44
IS ENCUMBERED WITH A 50' BUILDING SETBACK LINE FROM CLARKE ROAD. 19. DRAIN. = DRAINAGE CITY ENGINEER -DATE
20. & = AND
12. LOT 43 IS ENCU
MBERED WITH A 25' BUILDING SETBACK LINE FROM CLARKE ROAD: CERTIFICATE ®F APPROVAL
BY CITY PLANNING DIRECTOR
Examined
and _ A
Approved: .w
CITY PLANNING DIRECTOR DATE
_
CERTIFICATE OF COUNTY COMPTROLLER
have examined the foregoing plat
i HEREBY CERTIFY, That I 9. 9
and find that it complies in form with all the requirements of
Chapter 177, Florida Statutes, and was filed for record on
Fileo... ....I........
F N
County Comptroller
_ in and for Orange County, Florida.
1MVIA17M
®rm$ 0
05 East baanw Drive Or�iaiwo.Ftorida 82803
15
SHEET ....................... D.C.
• 896-0594 !� By ..................
Phone. (407)
*SURVEYORS & MAPPERS ® SCIENTISTS PLANNERS
ENGINEERS SURVEY
CADD: 91552W21
)
N
SEE DETAIL A tr)
B DETAIL
O
TANGENT TABLE CURVE TABLE
TEMPORARY EASEMENT - - cv O 67
TEMPORARY EASEMENT O
)
RECORDED IN O.R. BOOK........
PAGE.:.....
CURVE TABLE
.
\oNo
.CURVE
RADIUS
LENGTH
BEARING
DELTA
C 1
100.00
150.56
S43' 16'51 "W
86' 15'49"
C2
50.00
78.13
S44'S4'49"W
8931'45"
^ N
� I TANGENT TABLE. N
LINE
DIRECTION
DISTANCE
T1
N00'08'56"E
46.31
T2
N00' 19' 19"W
120.16
T3
N89'40'41 "E
15.00
T4
S00' 19'.19" E
170.00
T5
S89'40'41 "W
9.30
T6
S00'08'56"W
46.31
T7
N89.51 '04"W
50.00
LINE
DIRECTION
DISTANCE
TO
N67'48'22"E
33.12'
T02
N25'31 '04"E
19.44'
T03
N42.39'27"E
52.54'
T04
S89'51'04" E
59.50'
T05
S89'51'04"E
20.50'
T06
N00'08'56"E
46.27'
La
vi `D
^
'
Lo
N
tq
Zp
I-
+�
viLLJ
Ll.1 T3
N - �
�vI W
m � �� 4
U� Q( 48 N 49 I �o w
I 47 ;� ��Ld
? o (�mw
C
O C� W 50' ¢ O I� O L rr! _� Q
- P.O.C.- U 3 w O -LLJN( w
Ln mO
46 �'` o p �' � � :• � cv o d' n 11 � o Cr
F- TEMPO Y Z O rn N 2 O O O II I I w Cr
cn ( RAR DRAINAGE O Z o( N o� O �- Lu O
EASEMENT T5 � � I ' II �
CURVE
RADIUS
ENGTH
TANGENT
.CHORD
CHORD BEARING
DELTA
col
50.00'
78, 95'
50. 41 '
71. 00'
S45'05' 11 "E
90'28' 15"
CO2
530.00'
105.80'
53.08'
105.63'
N83'57'33"E
11 '26' 17"
CO3
250.00'
51,03'
25.60'
50.94'
S84.05'15"W
11*41'42"
C04
75.00'
117.71 '
74.90'
105.99'
N44'58'28 E
8955' 1 IT-
005
25.00'
39.27'
25.00'
35.36'
S45'08'56"W
90.00'00"
C06
25.00'
39.27'
25.00'
35.36'
N44'51'04"W
90'00'00"
C07
25.00'
39.48'
25.2 1'
35.50'
S45'05' 11 "E
90'28' 15"
C08
75.00'
118.43'
75.62'
106.50'
S45'05' 11 "E
90'28' 15"
C09
505.00'
100.81'
50.58'
100.65'
N83'57'33"E
11'26'17"
C 10
555.00'
110.80'
55.58'
1 10.61 '
N83.57'33"E
11 '26.' 17"
C 11
275.00'
56.13'
28.16'
56.03'
S84'05' 15"W
11.41 '42"
C 1.2
225.00'
45.93',
23.04'
45.85'
S84'05' 15"W
11'41 '42"
C 13
50.00'
78.47'
49.93'
70. 66'
N44'58'28"E
89'55' 16"
C 14
100.o0'
156.94'
99.86'
141.32'
N44'58'28"E
89'55' 16"
C15
25.00'
39.27`
25.00'
35.36'
N45'03'54"W
90'00'00"
C 16
25.00'
39.27'
25.00'
35.36'
S44.56'06" W
90'00'00"
C 17
100. 00'
25. 05'
12.59'
24. 99'
N82'4529" E
14'21 ' 14"
C18
100.00'
53.20'
27.24'
52.57'
N60'20'28"E
30'28'48"
C 19
100.00'
53.21'
27.25'
52.58'
N29.51 '32"E
30'29'04"
C20
100.00'
25. 49'
12.8 1'
25.42'
NO7' 18'55"E
14'36' 10"
C21
225.00'
36.62'
18.35'
36.58'
S85' 16'21 "W
09' 19'31 "
C22
225.00'
9.3 1'
4.65'
9.3 1'
S79'25'30"W
02'22' 11 "
C23
555.00'
48.63'
24.33'
48.6 1':
N8o'45'01 "E
05'01 ' 13"
C24
555.00'
62.17'
31.12'
62.13'
N86'28'09"E
06'25'04"
C25
505.00'
13.00'
6.50'
13.00'
N88'56'26"E
01'28'30"
C26
505.00'
87.81 '
44.02'
87. 70'
N83' 13' 17"E
09'57'47"
C27
75.00'
29.25'
14.8 1'
29.06'
S 11 'O 1 '21 "E
22'20'34"
C28
75.00'
27.67'
14.00'
27.52'
S32'45'52"E
21'08'29"
C29
75.00'
27.68'
14.00'
27.52'
S53'54'31"E
21'08'49"
C30
75.00'
33.82'
17.20'
33.54'
S7724'o8"E
25'50'23"
0
N
LINE
DIRECTION
DISTANCE
T1
N53.0658"W
25.00'
T2
N00'00'50"E
15.00'
T3
S89'59'10"E
64.00'
T4
S00.00'50"W
15.00'
T5
S53'08'39" W
25.00'
T6
N8959'10"W
24.00'
S89.59'
-
10"E
\
Z
T3
165.00
`
S89 59 10
�J
E
6
/115.00'
66
sss•5s� 1 o"E
115.00'
o
0
19
o
o
0
0
o
�
(�
L�
i 28. 00'
0 S89'S9'10"E
o
20
O
---
Q
19
0
S89'59'10"E
uj
20
115.00'
(
�
S89'59'10"E
. �
-
Q
1
0.
0
18
o
0
Z
65
Ld
rlD
115.00'
M
��
�
�
._0
21
0"
18
Q
00
S89'59'10"E
"�
t�
Q
2
115.00'
o
�N
Lo
S89.59'10"E
z
Q
m
115.00'
0 17 o
(
O
Q
64
S89'59'10"E
ui
o
0
22
O
z-
- -
_j
lil
U
o
S89'59' 10"E
�
_
115.00'
115.00'
0 16 0
O
63
vi
o
0
23
0
SCALE
1 "=100'
S89'59' 10"E
�
I W
L.
115.00'
O'
S89'S9'10'E
10' DRAINAGE
& UTILITY EASEMENT
1 15.00'
0 15 0
(PLAT BOOK
14,
PAGES 11 & 12)
0
24
0
62
Q
S89.59' 10"E
^
115.00'
P.C. -�>I Z "w IJ Olz14i J Q o o ,� S8959 10 E
G C� o Q Q;t O "'z _ 0 14 0 (-'! 115:00' „
50' p p_ . �3 �i u i W_
cp o lI / O r. r\ o o
P.C. _ o
P.T. W _ o o co . o _ 5' 61
[� ( r7 m _ o , 2
45 101 0 � it N S89 59 10 E ,
� � U � �
�_ m II
N PLATTED 115.DD Q „
N ��Q NOT PLA o
� S89 59 10 E
I II 115.00'
n Y m
P.T. P.C. 13
m � U ' ' RAD O d'
80.00' o S89 51 0 Eo cv 4» E z 26
o Q. 9 �, S• 14.2 N89 56 06 E 464.94 115.0o
* , S89 51 04 E 0 50.00 , „ N�% •71 44.94' 75.00' 75.00' 75.00' 75.00' 75.00' 85.00' _ „ O
1 a N89 40 41 E 173 47.0� 75.00' Sss•59 10 E 60
PT 80.00' PC o 184.58 7, 75.00 3 Z 0 25' 25' 6 115.00, Q
o , s o ao 85.00' 75.00' S1.6 �' r o �t o � o d- o "t o o o . oo ' O 59
o S8951 4Ec;-� N �o �o �o �o No `�'o o •
44 I 50.00' to to _ N 24.58' _ _ tv `n �, O -
` '+ oo ;� S89'S 1 '04 E. 0551 0 w. 0 ,� o Cn S O N 6 o N 7 o N 8 o N 9 o N 10 0 11 o N 12 0 2 7 0 0
\ POINT OF V d N 80.00' c rn tD rn u� o 2 o cn 4 a w Z 0 0 0^ o o^ N S82'43'43"
o T04 �6 `o `: 1 n 0 2 ao 3 :o w - z z z z g z S U 179. 19 E -
COMMENCEMENT ci rllb o o N a o (n " co• 4.50' G� NR
75. 00' 75.00' 75:00' 75.00' 75.00' 75.00' 34.90' O of p `,o. N. E. CORNER,
SOUTHWEST 'CORNER, S.E. 1/4, / 5.0 �'/ �� .m
-I �0 44 o^ Z ^ Z of 13 ��, m 7 0> C11 489.40' ACCESS EASEMENT TO oP8 ,A�p 28 0 LIFO STATION SITE
SECTION 16-22-28 ._ C) co C25 70' CO3 _ N89.56'o E _ 4as.40' LIFT STATION �A�ss
Io C27 � 59.80' 62.00' C26 g4• 4 E )) \ A F �` ,a
+_ G0 COg. N1g14'2 PC PT a79.20' $10.20' (O.R.1 •(ORRK.P4336,30AGE 3932} 7sQ.\ 9c69�F ++V`
SCALE 1' = 100 S89'51'04"E -so 121.80' g4.70' Cat 129.20' 2so.2o' 1 . �, s v �. 22 23
Lv p �� C'p PT N89'40'41"E c� CO2 70 C2L 39.20' 0. o Q G \ o \ o
P„ pT g4• -� o O (o 60.00' 75.00, 75.00' 50.20' C17 \'o�, S 9� J Q N.W.ERLYLINE
705.00' g PC 10' DRAIN. _ _UTILITY ESMT.T �,� m t� G� S. LINE S.E. 1/4 ECTION 16 _ cn \ �q F\, �J LIFT STATIONNSITE
�' 121.So'
6T 4$' 66 0 9 pcy 121.80' N C 10 C23 27.52 C22 - - -�-N89'39'56"E 25' 25' - - � - - - -�� \ h ��'S.W. 114,
S.E.SECORNER, SW
.� I w-N R- G`L �Q�o 33.8�4-75.00' j--C243 - - - 1330.02 0 0 Zo 0 3 0`n `n o `n 0 �' 29 \ Cj ��' S.E. 1/4, SECTION 16-22-28
o - 35 I 3 32 31 M 30 - �. (REC. 1/2". REBAR, L.B.#4470)
co - I w 43 -� V� - ?9 �°° z w °' Coao ^ � o ro '� o o u') o
04 N Q N b� a� o o� o s. ^tt (_ tt N89'56'06"E o uj IN SIDEWALK
37 ^ 36 M o On REC. SCREW & ^ ^ � R; 3k'
42 0, 41 � , 40 0) 39 °' °0 a 38 0 o 9 115. 00' z �^ DISC LS#2353 z z z " + 52 +
o o z o 0 85.00' 75.OQ' 75.00' 85.00' 9 2 --
• o o Z 3 LIFT STATION SITE
o- z z ^ Z z zz �'� ? z 34 m o W SS "56'06 W 320.00 3 1�$• W ( I (O.R.BK. 4334, PAGE 3044)
90.41 ' 75.00, ' 75.00' 75.00' 75.00' 75.00 75.00' 75.00' O 0 et JNto Lo.ERLY LINE, WHITEHILL PHASE ONE A3 z zo N O'
• R L - 1165.00 /o�G oc�LF\ o w rn COiI 21
REcovERED S89 40 41 W 615.41 �a E •
w I 4"X4"CONCRETE �E R� o , » ti Fp Q
_ MONUMENT NO. N. LINE S. 550.00', N.W. 1 4, N.W. 1 4, GO C��' 389 56 06 �/ �M O 18 I 1 7 I 16 <"i(,T.p Z d' e-
\N POINT OF N. E. 1/4, SECTION 21-22-28 �J��� d-;_ 1 �u I o 3 0 / 15 ��
o f o z 41 c� cn /
N r, rn BEGINNING �- _ rn o N N o_ z
NOT P T T ED +- , W Q p ?� o MISTY MEADOW DRIVE
N N o0 I Q _ / rr Z I I w yr
Q
LL�
Zo Z i 0 Ion 42 I -le
h�, Q ( ( aLu
- fig\ 14 I W a
V, z z \ w
�z'W 1,Ca
` Q
� 0
Cp I (� I I I m
N J
SOUTHWEST CORNER, o ' I Co ( WHITEHILL PHASE ONE 3
I�
co
N.W. 1/4, N. E. 1/4, o (PLAT BOOK `29, PAGE 68)
SECTION 21-22-28
4
WHITE ROAD
W
U
SHE
GRAPHIC SCALE ET 2 QI� .. - R
100 0 50 100 2o6 ' 400
DM9 , W.
1505 East Colon*d Drive OKdndo,Fl&ri 32803
Phone: 407 896-0594
IN FEET
_ ` ENGINEERS ®SURVEYORS ®SCIENTISTS e PLANNERS
1 inch 100 ft.
CADD 91552W22
. a
a
PLAT
L7 d ® K
PAGE
r jrji)j wi)jj J�p pilI 'IV r
16 ANO 21 TO WNSHIP 22 SOUTH� RANGE 28 EASTdj Y"il
A 20RTION OE SECTIONSDEDICATION
FLOR10A.
KNOW ALL MEN BY THESE PRESENTS, That the limited partnership
CI1TY 02 0C0EE 0RANGE COUNT IY named below, being the owner in fee simple of a portion of
9% lands described in the foregoing caption to this plat, hereby
dedicates said lands and plat for the uses and purposes
therein expressed and dedicates the streets and easements
' shown hereon, except as noted, to the perpetual use of the
public.
IN WITNESS WHEREOF, the undersigned has caused these
presents to be signed by the limited partnership
_
named below on...... .........
DATE
- CAMBRIDGE HOMES, LTD.