HomeMy WebLinkAboutIII (C) Approval and Authorization for Mayor to execute Wedgewood Commons Phase Two Subdivision Final Plat and Upgraged Street Lighting AgreementAgenda 5-19-98
Item III C
JAMES W. SHIRA, P.E.
CITY ENGINEER / UTILITIES DIRECTOR
150 N. LAKESHORE DRIVE. OCOEE, FLORIDA 34761
PHONE (407) 656-2322 EXT. 142 • FAX (407) 656-7835
MEMORANDUM
DATE: May 19, 1998
TO: The Honorable Mayor and Board of City Commissioners
FROM: Ernie Kovacs, Engineering Aide
SUBJECT: Approval of Wedgewood Commons Phase Two Subdivision Plat and
Upgraded Street Lighting
Issue
Should the Honorable Mayor and Board of City Commissioners approve the final plat as
submitted?
Background
Wedgewood Commons Phase Two is a 57 lot extension of the previously approved and
improved Wedgewood Subdivision Phase One. The site work for Phase Two is not finished. In
order to expedite the recording of the plat the developer has posted a $140,000.00 Performance
Bond to ensure the city that all site work shall be completed and approved within one hundred
eighty (180) days.
Recommendation
Staff recommends that the Honorable Mayor and Board of City Commissioners approve the final
plat and upgraded street lighting agreement as submitted.
EK/jbw
THE PRIDE OF WEST ORANGE
DEVELOPERS AND HOMEOWNERS ASSOCIATION AGREEMENT
FOR UPGRADED STREET LIGHTS
This Agreement, entered into this day of , 1998, by and between
Whitehill Group Ltd., a Florida limited partnership, hereinafter referred to as Developer, Wedgewood
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 Two; 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 lighting it will be necessary to install C140 50 watt post top
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 top 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
Wedgewood Commons Phase Two 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 Two 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 Two 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.
FORM -12
Developers and Homeowners Association
Agreement for Upgraded Street Lights
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.
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
ATTEST:
Witness
MAYOR
City Clerk
APPROVED BY THE OCOEE CITY
COMMISSION ATA 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
[�
CITY ATTORNEY
aaj C--3- '3
Witness
itness
STATE OF "P%04 4
COUNTY OF Oe (06
DEVELOPER:
WHITEHILL GROUP LTD., a Florida
limited partnership
By: -, �' 7-- �
Bryan �Ki�
General Partner
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, owe
pwy+j�QA 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 {� day of
�A A , 19 a .
zx-
'Ko—tary--Public
✓
Print Name of Notary
My Commission Expires:
°
, LINDA PIETY wALLNER
*
My Commission CC544090 3
FORM -12 �, oe
ExP� Mar. 31, 2000
�Tf OF f0q
Developers and Homeowners Association
Agreement for Upgraded Street Lights
Witness / !�
Witness
STATE OF P -16- r
COUNTY OF �Y-
ASSOCIATION:
WEDGEWOOD COMMONS
HOMEOWN R ' SSOCIATION, INC.
By:
Print name: 7S 1�e aftgso„`
Title: President
(SEAL)
I HEREBY CERTIFY that on this day, before me, an officer d9iy thorized' the State and County
aforesaid to take acknowledgments, personally appeared <t ., -T1 /-��1'5 a -n
, personally known to me, a en,
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 day of
Y ,
Nufary Public
CwY air_
Print Name of Notary �� �"`i LINDA PIETY WALLNER
My Commission Expires:* My CommissionCC544OW
w1 e, ExPlres Mar. 31,20M
�lF
OF R.P`
FORM -12 4
DRMP 791-055-2.005
TASK 03SUR
MARCH 22. 1996
REVISED MAY 16. 1996
SANCHEZ/SR/WEDGE2!03--2LEG
LEGAL DESCRIPTION:
WEDGEWOOD COMMONS PHASETWO
A PORTION OF SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 EAST. ORANGE COUNTY, FLORIDA, BEING 3mORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 16; THENCE S.00007'26"W.
ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SECTION 21, A DISTANCE OF 107.62 FEET; THENCE
N.89°40'41 "E. ALONG THE NORTH LINE OF THE SOUTH 550.00 FEET OF THE NORTHWEST 1/4 OF THE
NORTHWEST 1/4 OF THE NORTHEAST 1/4 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 SOUTHWEST CORNER OF WEDGEWOOD
COMMONS PHASE ONE, AS RECORDED IN PLAT BOOK 36, PAGES 132, 133 AND 134, OF THE PUBLIC RECORDS
OF ORANGE COUNTY, FLORIDA; THENCE N.00008'56"E. ALONG SAID EAST RIGHT-OF-WAY LINE OF CLARKE
ROAD AND THE WEST LINE OF SAID PLAT 310.59 FEET FOR A POINT OF BEGINNING, SAID POINT ALSO
BEING THE NORTi-IWEST CORNER OF SAID WEDGEWOOD COMMONS PHASE ONE; THENCE CONTINUE
N.00008'56"E. ALONG SAID EAST RIGHT-OF-WAY LINE 250.37 FEET; THENCE DEPARTING SAID EAST RIGHT-OF-
WAY LINE RUN S.89°51'04"E. 105.00 FEET; THENCE N.00008'56"E. 14.92 FEET; THENCE N.89040'41'E.
228.15 FEET; THENCE N.78014'24"E. 174.34 FEET; THENCE N.89056'06"E. 110.77 FEET TO THE WEST LINE
OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 16; THENCE
N.001105'41 "E. ALONG SAID WEST LINE 45.00 FEET; THENCE DEPARTING SAID WEST LINE RUN S.89°54' 19"E.
125.00 FEET; THENCE N.00005'41 "E. 20.00 FEET; THENCE N.89°54' 19"W. 125.00 FEET TO SAID WEST LINE
OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4; THENCE N.00005'41 "E. ALONG SAID WEST
LINE 766.68 FEET TO THE NORTHWEST CORNER OF SAID EAST 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHEAST
1/4; THENCE N.89°38'47"E. ALONG THE NORTH LINE OF SAID EAST 1/2 OF THE SOUTHWEST 1/4 OF THE
SOUTHEAST 1/4, A DISTANCE OF 663.15 FEET TO THE NORTHWEST CORNER OF MAGNOLIA SPRINGS, AS
RECORDED IN PLAT BOOK 14, PAGES 11 AND 12, OF SAID PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA;
THENCE S.00000'50"W. ALONG THE WEST LINE OF SAID MAGNOLIA SPRINGS 620.00 FEET; THENCE LEAVING
SAID WEST LINE RUN THE FOLLOWING COURSES AND DISTANCES ALONG THE NORTH LINE OF SAID WEDGEWOOD
COMMONS PHASE ONE: THENCE N.89°59' 10":W. 115.00 FEET; THENCE N.00000'50"E. 23.20 FEET; THENCE
N.89°59' 10"W. 165.00 FEET; THENCE S.00000'50"W. 528.59 FEET; THENCE S.89056'06"W. 464.94 FEET;
THENCE S.78° 14'24"W. 173.71 FEET; THENCE S.89°40'41 "W. 184.58 FEET; THENCE RUN N.00008'56"E.
24.10 FEET; THENCE N.89051'04"W. 50.00 FEET TO A POINT ON A CURVE CONCAVE NORTHWESTERLY AND
HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90000'00"; THENCE FROM A CHORD BEARING OF
S.451108'56"W. RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 39.27 FEET TO THE
POINT OF TANGENCY; THENCE N.89051'04"W. 80.00 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90000'00";
THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 39.27 FEET TO THE POINT OF
BEGINNING.
CONTAINING 17.777 ACRES, MORE OR LESS.
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Agenda 5-19-9
Item III C
PLAT
dy
® BOOK PAGE )jr)jr) r4j) d r 4 1 y1jr r4ir) �j I r) 11*1
1!4d I'lu , IIIIIIIII I jiJIA ivm i Yi)
A PORTION OE SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 EAST DEDICATION
CITY O OCOEE 0 COUNTY, FLORIDA® KNOW ALL MEN BY THESE PRESENTS, That the Limited Partnership
named below, being the owner in fee simple of the lands
described inthe 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.
LEGAL DESCRIPTION.
A PORTION OF SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS 'FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 16; THENCE
S.00007'26"W. ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SECTION 21, A DISTANCE
OF 107.62 FEET, THENCE N 89 °40'41 "E ALONG THE NORTH LINE OF THE SOUTH 550.00
FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 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 SOUTHWEST CORNER OF WEDGEWOOD
COMMONS PHASE ONE, AS RECORDED ' IN PLAT BOOK 38, PAGES 132, 133 AND 134, OF THE
PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE N00°08'56"E. ALONG SAID EAST
RIGHT-OF-WAY LINE OF CLARKE ROAD AND THE WEST LINE OF SAID PLAT 310.59 FEET
FOR A POINT OF BEGINNING, SAID POINT ALSO BEING THE NORTHWEST CORNER OF SAID
WEDGEWOOD COMMONS PHASE ONE, THENCE 'CONTINUE N.00008'56"E. ALONG SAID EAST
RIGHT-OF-WAY LINE 250.37 FEET,- THENCE DEPARTING SAID EAST RIGHT-OF-WAY LINE
RUN S.89051'04"E. 105.00 FEET; THENCE N.00008'56"E. 14.92 FEET, • THENCE
N. 89°40'41 "E. 228.15 FEET, THENCE N 78°14'24 "E. 174.34 FEET, THENCE
N 89°56'06 "E. 110.77 FEET TO THE WEST LINE OF THE EAST 1/2 OF THE SOUTHWEST 1/4
OF THE SOUTHEAST 1/4 OF SAID SECTION 16; THENCE N. 00 °05'41 "E. ALONG SAID WEST
LINE 45.00 FEET, THENCE DEPARTING SAID WEST LINE RUN S.89054'19"E. 125.00 FEET,
THENCE N 00°05'41 "E. 20.00 FEET THENCE N. 89°54'19"W. 125.00 FEET TO SAID
WEST LINE OF THE EAST 1/2 OF THE 'SOUTHWEST 1/4 OF THE SOUTHEAST 1/4; THENCE
N. 00°05'41 "E. ALONG SAID WEST LINE 766.68 FEET TO THE NORTHWEST CORNER OF SAID
EAST 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4; THENCE N 89°38'47"E. ALONG
THE NORTH LINE OF SAID EAST 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, A DISTANCE
OF 663.15 FEET TO THE NORTHWEST 'CORNER OF MAGNOLIA SPRINGS, AS RECORDED IN PLAT'
BOOK 14, PAGES 11 AND 12, OF SAID PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE
S.00000'50"W. ALONG THE WEST LINE OF SAID MAGNOLIA SPRINGS 620.00 FEET, • THENCE
LEAVING SAID WEST LINE RUN THE FOLLOWING COURSES AND DISTANCES ALONG THE NORTH
LINE OF SAID WEDGEWOOD COMMONS ;PHASE ONE. THENCE N.89059'10"W. 115.00 FEET
THENCE N.00000'50"E. 23.20 FEET, THENCE N.89059'10"W. 165.00 FEET, THENCE
S. 0000'50"W. 528.59 FEET, THENCE "S.89056'06"W. 464.94 FEET, • THENCE
S. 78°14'24"W. 173.71 FEET; THENCE S.89°40'41 "W. 184.58 FEET, • THENCE RUN
N.00008'56"E. 24.10 FEET, THENCE N89051'04"W. 50.00 FEET TO A POINT ON A
IN WITNESS WHEREOF, the undersigned has caused these
present to be signed by th�„I' ited partnership.
named below on.Hq. . /........................
DATE
BY: WHITEHILL GROUP, LTD.
Witness:
tPRINT��E
BR/AN --F!.-'K NG, -Aq IJ .
GENERAL PARTNER 2 � IJJ
/ .
PRINT NAME 90j40011.1- 14, `(b'
STATE OF ..... FLORIDA .__ COUNTY OF ....ORANGE
The foregoing instrument was acknowledged before me
this .....ly�.......... day of ... ..................1998 by BRYAN P.
KING, General Partner of Whi- ehill roup
, LTD., a Florida
limited partnership, who is personally known to me.
IN WITNESS WHEREOF, I have hereto set
my hand and seal on the above date.
Jaw... & ............ .
CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 25.00 FEET AND A CENTRAL NOTAR BLIC
ANGLE OF 90°00'00"; THENCE FROM A CHORD BEARING OF S.45008'56"W. RUN
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 39.27 FEET TO THE POINT%- STARLM NewcoMe MAHAMY
OF TANGENCY THENCE N.89°51'04"W. -80.00 FEET TO THE POINT OF CURVATURE OF A CURVE Print Name:... r.. .....My-Counn- acp: 6E2W98...
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF °, PUBLIC c Bonded By Service Ins
H��eseal
NOTICE: No. CC388108
90°00'00"; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF %r �°
39.27 FEET TO THE POINT OF BEGINNING. o � yK_ II00=LD.
My commiss �� pyres .............................
CONTAINING 17.777 ACRES, MORE OR LESS. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS
PLAT THAT - MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS, That the undersigned,
SURVEYOR'S. NOTES: being a licensed and registered land surveyor, does hereby
certify that on ..02-.05-96..., he completed the- survey
of the lands as shown in the foregoing plot; that -sold plat
1. -B-DENOTES PERMANENT REFERENCE MONUMENT (P.R.M.) 4" X 4" CONCRETE MONUMENT is a correct representation of the lands;hereirt described
WITH DISC, L.S. #2353, UNLESS OTHERWISE NOTED. and platted; that permanent reference' Monuments have been
placed as shown thereon as required by Chapter, 177, Florida
2. DENOTES PERMANENT CONTROL POINT (P.C.P.) NAIL & DISC, L.S. #2353 TO BE SET IN Statutes; and that said land is located in%- the -City,-of Occree,
ACCORDANCE WITH CHAPTER 177.091 (8), FLORIDA STATUTES. Orange County, Florida. _
3. RAD DENOTES RADIAL LINE. -
Dated
4. NR DENOTES NON -RADIAL LINE.
TT.. Registration No. ...'.2353....
F. H. Salter, P.L.S.
5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE GRID N.A.D. 83, FLORIDA
EAST ZONE, AS ESTABLISHED BY THE ORANGE COUNTY, G.I.S. SURVEY. REFERENCE IS LEGEND CERTIFICATE F APPROVAL BY BOARD
N.00°08'56"E. ALONG THE WEST LINE OF THE SOUTHEAST 1/4 OF SECTION 16-22-28.
6. 10' WIDE UTILITY EASEMENTS ARE HEREBY ESTABLISHED ALONG STREET RIGHT-OF-WAY LINES 1 . R = RADIUS OF CITY COMMISSIONERS
AND REAR LOT LINES AND A 5' WIDE UTILITY EASEMENT ALONG ALL SIDE LOT LINES, _
2. L LENGTH THIS IS TO CERTIFY, That on ............ the
UNLESS OTHERWISE SHOWN. .............................
3. C = CHORD foregoing plat was approved by the Board of CITY
7. VEHICULAR ACCESS RIGHTS FROM LOTS 45, 46 & 47 TO CLARKE ROAD, ARE DEDICATED TO THE CITY OF 4. C. B. = CHORD BEARING Commissioners of Ocoee, Florida.
OCOEE, ORANGE COUNTY, FLORIDA. 5. D = DELTA
6. P. C. = POINT OF CURVATURE....................................................................................
8. THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER %. P. T. = POINT OF TANGENCY CITY ATTORNEY MAYOR OF OCOEE
163, CONCERNING MORATORIUMS ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. 8. P. 0. C. = POINT ON A CURVE ATTEST:
THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF FROM THE APPLICATION OF
SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 9. REC. = RECOVERED ...•...•...•..•••.•..•••......
CITY CLERK
10. CENTERLINE
9. TRACT 'A" ISA RETENTION AREA AND IS TO BE OWNED AND MAINTAINED p 1 1. P.C.C. = POINT OF COMPOUND CURVATURE CERTIFICATE F PO
BY WEDGEWOOD COMMONS HOMEOWNERS' ASSOCIATION, INC. 11.
P.R.C. = POINT OF REVERSE CURVATURE
BY CITY ENGINEER
10. THE 10' LANDSCAPE AND WALL EASEMENT ENCUMBERING LOTS 45, 46 AND 47 IS TO BE OWNED BY 13. R\W = RIGHT-OF-WAY Examined
THE LOT OWNER AND MAINTAINED BY WEDGEWOOD COMMONS HOMEOWNERS' ASSOCIATION, INC. 14. C. C. R. = CERTIFIED CORNER RECORD and
Approved:
11. A DRAINAGE EASEMENT OVER TRACT "A" IS DEDICATED TO THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA. 15. C. M. = CONCRETE MONUMENT ............
.. .................. ................
16. L. B. = LAND SURVEY BUSINESS CITY ENGINEER DATE
12. LOTS 45, 46 AND 47 ARE ENCUMERED WITH A 50' BUILDING SETBACK LINE FROM CLARKE ROAD. 17. O. R. BK. = OFFICIAL RECORD BOOK CERTIFICATE OF APPROVAL
Y CITY PLANNING DIRECTO
Examined
and
Approved:
................
CITY PLANNING DIRECTOR DATE
CERTIFICATE OF COUNTY COMPTROLLER
I HEREBY CERTIFY, That I have examined the foregoing plat
and find that it complies in form with all the requirements of
Chapter 177, Florida Statutes, and was filed for record on
UP
- - [- - ........................ at .................. File No....
-7 ................................................
YM, MW(4 mug a PAWMWT, l County Comptroller
is
® in and for Orange Count Florida.
J505 East Colonial Drive Orl¢rcdo,Florida 32803
Phone: (407) 896-0594 g y,
CC _-
ENGINEERS e SURVEYORS & MAPPERS a SCIENTISTS o PLANNERS SHEET 1 OF
By ......................................... D.C.
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IN WITNESS WHEREOF, the undersigned has caused these
present to be signed by th�„I' ited partnership.
named below on.Hq. . /........................
DATE
BY: WHITEHILL GROUP, LTD.
Witness:
tPRINT��E
BR/AN --F!.-'K NG, -Aq IJ .
GENERAL PARTNER 2 � IJJ
/ .
PRINT NAME 90j40011.1- 14, `(b'
STATE OF ..... FLORIDA .__ COUNTY OF ....ORANGE
The foregoing instrument was acknowledged before me
this .....ly�.......... day of ... ..................1998 by BRYAN P.
KING, General Partner of Whi- ehill roup
, LTD., a Florida
limited partnership, who is personally known to me.
IN WITNESS WHEREOF, I have hereto set
my hand and seal on the above date.
Jaw... & ............ .
CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 25.00 FEET AND A CENTRAL NOTAR BLIC
ANGLE OF 90°00'00"; THENCE FROM A CHORD BEARING OF S.45008'56"W. RUN
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 39.27 FEET TO THE POINT%- STARLM NewcoMe MAHAMY
OF TANGENCY THENCE N.89°51'04"W. -80.00 FEET TO THE POINT OF CURVATURE OF A CURVE Print Name:... r.. .....My-Counn- acp: 6E2W98...
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF °, PUBLIC c Bonded By Service Ins
H��eseal
NOTICE: No. CC388108
90°00'00"; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF %r �°
39.27 FEET TO THE POINT OF BEGINNING. o � yK_ II00=LD.
My commiss �� pyres .............................
CONTAINING 17.777 ACRES, MORE OR LESS. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS
PLAT THAT - MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS, That the undersigned,
SURVEYOR'S. NOTES: being a licensed and registered land surveyor, does hereby
certify that on ..02-.05-96..., he completed the- survey
of the lands as shown in the foregoing plot; that -sold plat
1. -B-DENOTES PERMANENT REFERENCE MONUMENT (P.R.M.) 4" X 4" CONCRETE MONUMENT is a correct representation of the lands;hereirt described
WITH DISC, L.S. #2353, UNLESS OTHERWISE NOTED. and platted; that permanent reference' Monuments have been
placed as shown thereon as required by Chapter, 177, Florida
2. DENOTES PERMANENT CONTROL POINT (P.C.P.) NAIL & DISC, L.S. #2353 TO BE SET IN Statutes; and that said land is located in%- the -City,-of Occree,
ACCORDANCE WITH CHAPTER 177.091 (8), FLORIDA STATUTES. Orange County, Florida. _
3. RAD DENOTES RADIAL LINE. -
Dated
4. NR DENOTES NON -RADIAL LINE.
TT.. Registration No. ...'.2353....
F. H. Salter, P.L.S.
5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE GRID N.A.D. 83, FLORIDA
EAST ZONE, AS ESTABLISHED BY THE ORANGE COUNTY, G.I.S. SURVEY. REFERENCE IS LEGEND CERTIFICATE F APPROVAL BY BOARD
N.00°08'56"E. ALONG THE WEST LINE OF THE SOUTHEAST 1/4 OF SECTION 16-22-28.
6. 10' WIDE UTILITY EASEMENTS ARE HEREBY ESTABLISHED ALONG STREET RIGHT-OF-WAY LINES 1 . R = RADIUS OF CITY COMMISSIONERS
AND REAR LOT LINES AND A 5' WIDE UTILITY EASEMENT ALONG ALL SIDE LOT LINES, _
2. L LENGTH THIS IS TO CERTIFY, That on ............ the
UNLESS OTHERWISE SHOWN. .............................
3. C = CHORD foregoing plat was approved by the Board of CITY
7. VEHICULAR ACCESS RIGHTS FROM LOTS 45, 46 & 47 TO CLARKE ROAD, ARE DEDICATED TO THE CITY OF 4. C. B. = CHORD BEARING Commissioners of Ocoee, Florida.
OCOEE, ORANGE COUNTY, FLORIDA. 5. D = DELTA
6. P. C. = POINT OF CURVATURE....................................................................................
8. THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER %. P. T. = POINT OF TANGENCY CITY ATTORNEY MAYOR OF OCOEE
163, CONCERNING MORATORIUMS ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. 8. P. 0. C. = POINT ON A CURVE ATTEST:
THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF FROM THE APPLICATION OF
SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 9. REC. = RECOVERED ...•...•...•..•••.•..•••......
CITY CLERK
10. CENTERLINE
9. TRACT 'A" ISA RETENTION AREA AND IS TO BE OWNED AND MAINTAINED p 1 1. P.C.C. = POINT OF COMPOUND CURVATURE CERTIFICATE F PO
BY WEDGEWOOD COMMONS HOMEOWNERS' ASSOCIATION, INC. 11.
P.R.C. = POINT OF REVERSE CURVATURE
BY CITY ENGINEER
10. THE 10' LANDSCAPE AND WALL EASEMENT ENCUMBERING LOTS 45, 46 AND 47 IS TO BE OWNED BY 13. R\W = RIGHT-OF-WAY Examined
THE LOT OWNER AND MAINTAINED BY WEDGEWOOD COMMONS HOMEOWNERS' ASSOCIATION, INC. 14. C. C. R. = CERTIFIED CORNER RECORD and
Approved:
11. A DRAINAGE EASEMENT OVER TRACT "A" IS DEDICATED TO THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA. 15. C. M. = CONCRETE MONUMENT ............
.. .................. ................
16. L. B. = LAND SURVEY BUSINESS CITY ENGINEER DATE
12. LOTS 45, 46 AND 47 ARE ENCUMERED WITH A 50' BUILDING SETBACK LINE FROM CLARKE ROAD. 17. O. R. BK. = OFFICIAL RECORD BOOK CERTIFICATE OF APPROVAL
Y CITY PLANNING DIRECTO
Examined
and
Approved:
................
CITY PLANNING DIRECTOR DATE
CERTIFICATE OF COUNTY COMPTROLLER
I HEREBY CERTIFY, That I have examined the foregoing plat
and find that it complies in form with all the requirements of
Chapter 177, Florida Statutes, and was filed for record on
UP
- - [- - ........................ at .................. File No....
-7 ................................................
YM, MW(4 mug a PAWMWT, l County Comptroller
is
® in and for Orange Count Florida.
J505 East Colonial Drive Orl¢rcdo,Florida 32803
Phone: (407) 896-0594 g y,
CC _-
ENGINEERS e SURVEYORS & MAPPERS a SCIENTISTS o PLANNERS SHEET 1 OF
By ......................................... D.C.
CADD:91552W31
C
z
�����i� �YJJ� r4i)aji)jl� iji'Ll:�� :r yi) i BOOK PAGE
A PORTION OF SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 EAST
CITY OF OCOEE, ORANGE COUNTY, FLORIDA.
- -I I-- 5' UTILITY EASEMENT
(PLAT BOOK 30, PAGES 4 & 5)
NOT PLATTED
I) SILVER BEND UNIT 1
N. LINE, EAST 1/2, S.W. 1/4, S.E. 1/4, (PLAT BOOK "30 PAGES 4 & 5)
N.W. CORNER, EAST 1/2, S.W. 1/4, SECTION 16-22-28 N.W. CORNER, MAGNOLIA SPRINGS
NORTHWEST CORNER, S.W. 1/4, S.E. 1/4, SECTION 16-22-28 8 5' UTILITY EASEMENT
v I (PLAT BOOK 30, PAGES 4 & 5)
S.E. 1/4, SECTION 16-22-28
RECOVERED REBAR LB. 1108 N89°38'47"E 663.15'
663.74' 83.25' 140.00' 75.00' 75.00' 75.00' 144.40' 70.50'
3 3 1 \
`n Q 65 N 66 N 67 N 68 cy 0 69 y`c �°' \ 10' DRAINAGE & UTILITY EASEMENT
o N "��' �� (PLAT BOOK 14, PAGES 11 & 12)
64 so �, z z z c�sz " N 70 ( 72
35 75.00' 75.00' 73.45' C3/1-0-
223.45' _
/r'q0 R �2 stg•. R C N89'38'47"E 223.45' C' C' A Ik6 03 RSD
7s�9 F G� 1G PT PC o8 `�cP N6 1 Cv
223.45' 00� 13 o Co 7
GG 36.23' 75.06-;--d-75.00' 37.22' 6' O
�v 63 GS Go, 3 w 7.5' oo 71 6 10' DRAINAGE & UTILITY EASEMENT
G (PLAT BOOK 14, PAGES 11 &12)
N o0 S89'54'1 9"E °p 25 0 83 0 '' N O ° aJ S89'59'1 0"E
25' O N O� b W O
Co 125.00' "� 84 0o N o I IN o o w 81 25' 25' 1 15.00'
co z 7 'z 82z g�rn o 0 70
L6 62 Lo ( 86.78' 75.00' 75.00' � 72 ui
50' o O 86.78 � w o
115.00' 93.55' 115.00' Iz N
S89'54'1 9"E N89'38'47"E o S89'59'1 0"E
NOT PLATTED 125.00' 0 85 80 115.00' o
C) 0 73 69 �
o Lo L6
N Ln 61 L J S89'54'1 9"E S89'S9' 10"E Z
\_ N S89"54' 19"E � 115.00' 0 115.00' o N 589'59' 10"E Q
�N ( 125.00' ILu 86 Ln 79 o o l 0 115. 00' W
co o 60 S89'S4' 19"E ^ ^ S89"59' 10"E! 74 0 �y z 68
N
z zo \ wW S89'54' 19"E 1 15.00' W 1 15.00 S89 -59'10"E O
cn o o p n 15'DRAINAGE pJr)LLj _-
U - dam' 0 125.00' o 0 8 7 o L^ EASEMENT vi o 0 115.00' o O -
Q �1
o �i r. O 78 o o O
ZLo vi 59 ^ ( -.J S89'54' 19"E o 0o S89'59' 10"E o I 75 O 67
0 S89'54' 19"E = 1 15.00' o Z 1 15.00' z S89'59' 10"E
O 125.00' U o 88 0 0 � 77 0 115.00'
I z 58 � N 76 Q m
W ^ S89'54' 19"E 1 15.00' 25' 25'
1 15.00'
co W' S89"54'19"E o N89°59'10' W 115.00' » 66 Q
«' z 125.00'' 89 -. 165.00 89 59 10 �
o� 57 =o W �� 0 19 I W 115.00' -
0
Z I Ln tn S89'S4' 19"E w 0 _ O 2
0 o RETENTION POND & DRAINAGE EASEMENT S89.54'19"E o 115.00' wQ CL nLo I u�NI _ - _ 65
® _ (O.R. BK. 4226, PAGE 4997) 0 125.00' o _z o 90 0 0 _ Z �p 1 8 O t7 r
w c� (O. R. BK. 4214, PAGE 3947) 0 56 O o U Ln
N I O N 21
® (O. R. BK. 4352, PAGE 1755) , N I S89'54'1 9"E
Z Q ~ O
� 0 (O.R. BK. 4352, PAGE 1776) 125.00 „ W
C) -w O I & (O. R. BK. 4357, PAGE 44) , „ 9'54'1 9 W - 1 15.00' W
N N00 05 41 E o 0 91 00 17
O SET SCREW AND '
o I DISC W CONCRETE
45.00 S89-54'1 9 E � � �
LS. 2353 ' E�89'S6'06"E o _ z
V.1 m O NOT PLATTED 4„ 125.00 o S89'54'19"E w
a- o O 412A 110.77' 6 0 115 00' O
El
��.••... z z ( N89°40'41 "E N78 X4.34 26.42' 84.35' Ln 55
• » , 57.65,26.42'1
7 65 Lu S89'54'1 9"E o 92 0 16
S89 51 04 E 228.15 75.73' D o
0.96' D v' o w 125.00' °�' NS89'S4'19"E N
105.00 125. oo' Lo
75. oo' o o Q LL,
a, 7.5' 28 15' U' q a' o �Z ai 115.00' _
a, i 05.00 3 4,513 Q N w 53 o O O n 25 25
V 480- °'I Io 6 o o � 51 � �, 52 w � o N o 54 jW a C40 7.s3'
rn rn �� "�. z ,w o m o 50 o w CO rn z °' cn 115.74'
Ci a,_ rn ,n c1 S89'54' 19"E
CL. O 47 "� �o o� oI 49 0 `� ,�, c`�s C26 C27 40.28' 75.14' GOON
� s co r'0, r,48 o O 115.42' G N
(. N I S89'51 '04"E sr��� �� 2 0 Z 31 44, 63.23 C 1 CO3 N89'S6'O6� C�� 93 N
�+- 75.00' 18.64' 94.67 4° E PT 115.42' PC rr o
105.00' 6sos�� G2 95.44' C 15 N78' 14'2 PC cN3 C 14 115.42' G� `rs2 N N
m .,LLJ 4' 9 N89'40'41"E CO2 g4.67'
Cp 46 qa 6' 1� PT 95.44' PC PT 94.67 C29 75.00' 40.42' C30 �j osis.
C28
p G/ 95.44' C 16 64.08
P01 NT OF 10' LANDSCAPE AND GG 35.41 ' 60.03' C24 30 59 o v 94 4'yo
� WALL EASEMENT V to o, �' N
BEGINNING S89'51 '04"E W �S' G1� W 0 f �, 9 7 96 95 o
O 130.94' NR `D a o o 98 o �, CD +, � n o
ZN00'08'56 E G1 °� ' 1 0 1 °p o 100 0 0 99 0 m `� N Z
15
� _)
O
O
Oo 14
1
13
R=25.00' _
11 12
/
• co _
Ko- �46.27 0o
cp
c6 c6 `iL=39.27'
No
CURVE
-
30.2240.42'
75.00'
CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING
117.95'
136.86' "�
94.71'
CO2 240.00' 47.91' 24.04' 47.83' N83'57'33"E
so'
45 Z
, 9�'?'
o
�
z
Z
Z
74.35'
69 4'
- 1
• „
S89 56 06 W
C07 50.00' 78.86' 50.32' 70.94' N45'1 O' 1 1 "W
00
464.94
C=35.36
C09 50.00' 78.15' 49.6 1 ' 70.43' S44'52' 14"W
F65.00' PT POC
85.00'
75.00'
"W
24.58' „
4 ,2Q W
89'50'25"
(
89'50'25"
I N.
I
LINE OF
C14 515.00' 105.12' 52.74' 104.94' S84'05'1 5" W
1 1'41 '42"
C15 215.00' 42.92' 21.53' 42.85' N83'57'33"E
A=90°00'00"
�m
N89°51 '04' W
S89'4
'41
C 18 100.00' 156.26' 99.18' 140.84' S44'54'49"W
S78°
,
07'52'09"
C20 100.00' 58.06' 29.87' 57.24' S24'39'00"W
WEDGEWOOD
COMMONS PHASE ONE
U
�yW
CB=N44°51'04" W
0 80.00'
ACHEL S RIDGE 4
18
.58'
C24 265.00' 37.92' 18.99' 37.88' N82'20'20"E
t 4
5 6
I
7
I
( 8
06'59'46"
I 9
0
C28 515.00' 13.38' 6.69' 13.38' S78'59'04"W
01'29'20"
LOOP oo
10' 12'22"
Lu
. 1
2
SOUTHWEST CORNER,
3
C32 100.00' 53.79' 27.56' 53.15' N22'29'46"E
30"49'18"
N. W. 114, N. E. 1/4,
o
C34 100.00' 55.80' 28.65' 55.08' S41 *46'17" W
`nen
SECTION 21-22-28
O
C36 100.00' 1.55' 0.77' 1.55' N89'54'36"W
00'53'14"
(RECOVERED NAIL & DISC
32'04'57'
C38 100.00' 56.11 ' 28.82' 55.38' N41' 18'29"W
WHITE ROAD
L.
w
Lo
44
/
/'-
POINT OF
COMMENCEMENT
o
00
z o
WEDGEWOOD
COMMONS
PHASE ONE
SOUTHWEST CORNER, S.E. 1/4,
o
SECTION 16-22-28
(RECOVERED NAIL & DISC
Z
R=25.00'\ -
S. LINE, S.E.
1/4, SECTION 16
PLAT
BOOK PAGES
P.B.S. & J.) �t
L=39 27'
N89'39'56"E
1330.02'
15
� _)
O
O
Oo 14
1
13
R=25.00' _
11 12
/
• co _
O
O
p�
CL
I
C0 0,
CURVE
09 0"
0 0 l
CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING
CB=S45°08'56" W
Co 1 75.00' 117.19' 74.39' 105.63' S44'54'49" W
O "
CO2 240.00' 47.91' 24.04' 47.83' N83'57'33"E
SW. CORNER
CO3 540.00' 110.22' 55.30' 110.03' S84'05'15"W
Cn
C04 75.00' 117.60' 74.79' 105.92' N45'00'54"E
'NEDGEWOOD COMMONS PHASE ONE
C05 75.00' 117.22' 74.42' 105.65' S44'52'14"W
89'33'06"
T
N. LINE, S. 550.00', N.W. 1/4, N.W. 1/4,
C07 50.00' 78.86' 50.32' 70.94' N45'1 O' 1 1 "W
00
C08 100.00' 157.72' 100.64' 141.87' N45' 10' 1 1 "W
N.E. 1/4, SECTION 21-22-28
C09 50.00' 78.15' 49.6 1 ' 70.43' S44'52' 14"W
89'33'06"
C 10 100.00' 156.30' 99.22' 140.87' S44'52'1 4" W
89'33'06"
Cil 50.00' 78.40' 49.86' 70.6 1 ' N45'00'54" E
89'50'25"
-
Ln
89'50'25"
C 13 565.00' 115.33' 57.86' 115.13' S84"05'1 5" W
WN
C14 515.00' 105.12' 52.74' 104.94' S84'05'1 5" W
1 1'41 '42"
C15 215.00' 42.92' 21.53' 42.85' N83'57'33"E
zN N
�m
11'26' 17'
C17 50.00' 78.13' 49.59' 70.42' S44'54'49" W
89'31 '45"
C 18 100.00' 156.26' 99.18' 140.84' S44'54'49"W
89'31 '45"
C19 100.00' 13.73' 6.88' 13.72' SO4'05'01 "W
07'52'09"
C20 100.00' 58.06' 29.87' 57.24' S24'39'00"W
33'15'50"
C21 100.00' 30.33' 15.28' 30.2 1 ' S49'58' 13"W
U
�yW
C22 100.00' 54.14' 27.75' 53.48' S74' 10'06"W
31'01 ' 10"
C23 265.00' 14.99' 7.50' 14.98' N88'03'29"E
�S
C24 265.00' 37.92' 18.99' 37.88' N82'20'20"E
08" 11'52"
C25 565.00' 10.31' 5.16' 10.31' S78'45'46" W
01'02'45"
C26 565.00' 68.99' 34.54' 68.95' S82'47'02"W
06'59'46"
C27 565.00' 36.02' 18.02' 36.02' S88"06'30"W
N
C28 515.00' 13.38' 6.69' 13.38' S78'59'04"W
01'29'20"
C29 515.00' 91.74' 45.99' 91.62' S84'49'55"W
10' 12'22"
C30 100.00' 33.88' 17. 1 1 ' 33.72' N80' 13'42"E
19'24'47"
SOUTHWEST CORNER,
O
C32 100.00' 53.79' 27.56' 53.15' N22'29'46"E
30"49'18"
N. W. 114, N. E. 1/4,
o
C34 100.00' 55.80' 28.65' 55.08' S41 *46'17" W
31 "58' 1 1 "
SECTION 21-22-28
O
C36 100.00' 1.55' 0.77' 1.55' N89'54'36"W
00'53'14"
(RECOVERED NAIL & DISC
32'04'57'
C38 100.00' 56.11 ' 28.82' 55.38' N41' 18'29"W
WHITE ROAD
L.
25' 14'47"
C40 100.00' 12.20' 6.11 ' 12.19' NO3'35'24"E
/
15
� _)
O
O
Oo 14
1
13
R=25.00' _
11 12
/
cl-
Z
5z
O
U
W
21
�
O
O
p�
CL
CURVE
TABLE
CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING
DELTA
Co 1 75.00' 117.19' 74.39' 105.63' S44'54'49" W
89'3 1 '45"
CO2 240.00' 47.91' 24.04' 47.83' N83'57'33"E
11'26'17"
CO3 540.00' 110.22' 55.30' 110.03' S84'05'15"W
11'41'42"
C04 75.00' 117.60' 74.79' 105.92' N45'00'54"E
89'50'25"
C05 75.00' 117.22' 74.42' 105.65' S44'52'14"W
89'33'06"
C06 75.00' 118.29' 75.48' 106.4 1 ' N45" 10' 1 1 "W
90'22'03"
C07 50.00' 78.86' 50.32' 70.94' N45'1 O' 1 1 "W
90'22'03"
C08 100.00' 157.72' 100.64' 141.87' N45' 10' 1 1 "W
90-22'03-
C09 50.00' 78.15' 49.6 1 ' 70.43' S44'52' 14"W
89'33'06"
C 10 100.00' 156.30' 99.22' 140.87' S44'52'1 4" W
89'33'06"
Cil 50.00' 78.40' 49.86' 70.6 1 ' N45'00'54" E
89'50'25"
C12 100.00' 156.80' 99.72' 141.22' N45"00'54"E
89'50'25"
C 13 565.00' 115.33' 57.86' 115.13' S84"05'1 5" W
1 1'41 '42"
C14 515.00' 105.12' 52.74' 104.94' S84'05'1 5" W
1 1'41 '42"
C15 215.00' 42.92' 21.53' 42.85' N83'57'33"E
11'26'17"
C16 265.00' 52.90' 26.54' 52.8 1 ' N83'57'33"E
11'26' 17'
C17 50.00' 78.13' 49.59' 70.42' S44'54'49" W
89'31 '45"
C 18 100.00' 156.26' 99.18' 140.84' S44'54'49"W
89'31 '45"
C19 100.00' 13.73' 6.88' 13.72' SO4'05'01 "W
07'52'09"
C20 100.00' 58.06' 29.87' 57.24' S24'39'00"W
33'15'50"
C21 100.00' 30.33' 15.28' 30.2 1 ' S49'58' 13"W
17'22'37'
C22 100.00' 54.14' 27.75' 53.48' S74' 10'06"W
31'01 ' 10"
C23 265.00' 14.99' 7.50' 14.98' N88'03'29"E
03' 14'25"
C24 265.00' 37.92' 18.99' 37.88' N82'20'20"E
08" 11'52"
C25 565.00' 10.31' 5.16' 10.31' S78'45'46" W
01'02'45"
C26 565.00' 68.99' 34.54' 68.95' S82'47'02"W
06'59'46"
C27 565.00' 36.02' 18.02' 36.02' S88"06'30"W
03'39'11"
C28 515.00' 13.38' 6.69' 13.38' S78'59'04"W
01'29'20"
C29 515.00' 91.74' 45.99' 91.62' S84'49'55"W
10' 12'22"
C30 100.00' 33.88' 17. 1 1 ' 33.72' N80' 13'42"E
19'24'47"
C31 100.00' 56.92' 29.26' 56.16' N54' 12'52"E
32'36'54"
C32 100.00' 53.79' 27.56' 53.15' N22'29'46"E
30"49'18"
C33 100.00' 44.84' 22.80' 44.47' S 12'56'27"W
25'4 1'31 "
C34 100.00' 55.80' 28.65' 55.08' S41 *46'17" W
31 "58' 1 1 "
C35 100.00' 55.66' 28.57' 54.94' S73'42'05"W
31'53'24"
C36 100.00' 1.55' 0.77' 1.55' N89'54'36"W
00'53'14"
C37 100.00' 55.99' 28.75' 55.27' N73'25'30"W
32'04'57'
C38 100.00' 56.11 ' 28.82' 55.38' N41' 18'29"W
32'09'05"
C39 100.00' 44.06' 22.40' 43.71 ' N 12'36'33"W
25' 14'47"
C40 100.00' 12.20' 6.11 ' 12.19' NO3'35'24"E
06'5926"
GRAPHIC SCALE SHEET 2 OF 2
100 0 50 too 200 400 �� C1
( IN FEET )
I inch = 100 ft.