HomeMy WebLinkAboutOrdinance 2001-11
ORDINANCE NO. 2001-11
CASE NO. RZ-2QOO-04-01: A V ANTI/WEST GROVE REZONING
AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, CHANGING
THE ZONING CLASSIFICATION ON CERTAIN PORTIONS OF REAL
PROPERTY LOCATED WEST OF OCOEE-APOPKA ROAD AND
NORTHWEST OF WEST ORANGE TRAIL PURSUANT TO THE
APPLICATION SUBMITTED BY THE PROPERTY OWNERS FROM C-
2, COMMUNITY COMMERCIAL DISTRICT, TO R-3, MULTIPLE
FAMILY DWELLING DISTRICT FOR PARCEL 3 CONSISTING OF
APPROXIMATEL Y 2.801 ACRES; FROM C-2, COMMUNITY
COMMERCIAL DISTRICT, TO R-1AA, SINGLE FAMILY DWELLING
DISTRICT FOR PARCEL 4 CONSISTING OF APPROXIMATELY 0.665
ACRES; FROM R-1AA, SINGLE FAMILY DWELLING DISTRICT, TO
R-3, MULTIPLE FAMILY DWELLING DISTRICT, FOR PARCEL 5
CONSISTING OF APPROXIMATELY 0.822 ACRES; FROM R-1AA,
SINGLE FAMILY DWELLING DISTRICT, TO C-2, COMMUNITY
COMMERCIAL DISTRICT, FOR PARCEL 6 CONSISTING OF
APPROXIMA TEL Y 0.042 ACRES; FROM R-3, MULTIPLE F AMIL Y
DWELLING DISTRICT, TO C-2, COMMUNITY COMMERCIAL
DISTRICT, FOR PARCEL 7 CONSISTING OF APPROXIMATELY 3.305
ACRES; FROM R-3, MULTIPLE FAMILY DWELLING DISTRICT, TO
R-1AA, SINGLE FAMILY DWELLING DISTRICT FOR PARCEL 8
CONSISTING OF APPROXIMATELY 2.227 ACRES; FROM R-1AA,
SINGLE FAMILY DWELLING DISTRICT, TO R-3, MULTIPLE FAMILY
DWELLING DISTRICT FOR PARCEL 9 CONSISTING OF
APPROXIMA TEL Y 2.037 ACRES; FINDING SUCH ZONING TO BE
CONSISTENT WITH THE OCOEE COMPREHENSIVE PLAN;
PROVIDING FOR AND AUTHORIZING THE REVISION OF THE
OFFICIAL CITY ZONING MAP; REPEALING INCONSISTENT
ORDINANCES; PROVIDING FOR SEVERABILITY; PROVIDING FOR
AN EFFECTIVE DATE.
WHEREAS, the owner or owners (the "Applicant") of certain real property located
within the corporate limits of the City of Ocoee, Florida, as hereinafter described, have submitted
an application to the City Commission of the City of Ocoee, Florida (the "Ocoee City
Commission") for the de minimis rezoning of certain portions said real property (the
"Rezoning"); and
WHEREAS, Exhibit "A". attached hereto and by this reference made a part hereof,
shows the existing zoning classification of all of the property and proposed rezoning of certain
portions of the property; and
WHEREAS, the Applicant seeks the rezoning of Parcel 3 containing approximately
2.801 acres, more particularly described in Exhibit "A-3" attached hereto and by this reference
006.215445.2
made a part hereof, from C-2, Community Commercial District, to R-3, Multiple Family
Dwelling District; and
WHEREAS, the Applicant seeks the rezoning of Parcel 4 containing approximately
0.665 acres, more particularly described in Exhibit "A-4" attached hereto and by this reference
made a part hereof, from C-2, Community Commercial District, to R-IAA, Single Family
Dwelling District; and
WHEREAS, the Applicant seeks the rezoning of Parcel 5 containing approximately
0.822 acres, more particularly described in Exhibit "A-5" attached hereto and by this reference
made a part hereof, from R-lAA, Single Family Dwelling District, to R-3, Multiple Family
Dwelling District; and
WHEREAS, the Applicant seeks the rezoning of Parcel 6 containing approximately
0.042 acres, more particularly described in Exhibit "A-6" attached hereto and by this reference
made a part hereof, from R-lAA, Single Family Dwelling District, to C-2, Community
Commercial District; and
WHEREAS, the Applicant seeks the rezoning of Parcel 7 containing approximately
3.305 acres, more particularly described in Exhibit "A-7" attached hereto and by this reference
made a part hereof, from R-3, Multiple Family Dwelling District, to C-2, Community
Commercial District; and
WHEREAS, the Applicant seeks the rezoning of Parcel 8 containing approximately
2.227 acres, more particularly described in Exhibit "A-8" attached hereto and by this reference
made a part hereof, from R-3, Multiple Family Dwelling District, to R-lAA, Single Family
Dwelling District; and
WHEREAS, the Applicant seeks the rezoning of Parcel 9 containing approximately
2.037 acres, more particularly described in Exhibit "A-9" attached hereto and by this reference
made a part hereof, from R-lAA, Single Family Dwelling District, to R-3, Multiple Family
Dwelling District; and
WHEREAS, following the rezoning of Parcels 3 through 9 herein, Parcel 1 containing
approximately 22.417 acres, more particularly described in Exhibit "A-I" attached hereto and
by this reference made a part hereof, depicts the reconfigured C-2 Parcel; and
WHEREAS, following the rezoning of Parcels 3 through 9 herein, Parcel 2 containing
approximately 23.258 acres, more particularly described in Exhibit "A-2" attached hereto and
by this reference made a part hereof, depicts the reconfigured R-3 Parcel; and
WHEREAS, pursuant to Section 5-9(B) of Chapter 180 of the Code of Ordinances of the
City of Ocoee, Florida (the "Ocoee City Code"), the Director of Planning has reviewed said
Rezoning application and determined that the Rezoning requested by the Applicant is consistent
with the 1991 City of Ocoee Comprehensive Plan as set forth in Ordinance #91-28, adopted
September 18, 1991, as amended (the "Ocoee Comprehensive Plan"); and
006.215445.2
2
WHEREAS, said Rezoning application was scheduled for study and recommendation by
the Planning and Zoning Commission of the City of Ocoee, Florida (the "Planning and Zoning
Commission"); and
WHEREAS, the Planning and Zoning Commission has held a public hearing and
reviewed said Rezoning application for consistency with the Ocoee Comprehensive Plan and
determined that the Rezoning requested by the Applicant is consistent with the Ocoee
Comprehensive Plan and is in the best interest of the City and has recommended to the Ocoee
City Commission that the zoning classification of said real property be Rezoned as requested by
the Applicant, and that the Ocoee City Commission find that the Rezoning requested by the
Applicant is consistent with the Ocoee Comprehensive Plan; and
WHEREAS, the Ocoee City Commission held a de novo advertised public hearing with
respect to the proposed Rezoning of said real property; and
WHEREAS, the Ocoee City Commission has determined that the Rezoning requested by
the Applicant is consistent with the Ocoee Comprehensive Plan; and
WHEREAS, this Ordinance has been considered by the Ocoee City Commission in
accordance with the procedures set forth in Section 166.041 (3)(a), Florida Statutes.
NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF THE
CITY OF OCOEE, FLORIDA, AS FOLLOWS:
SECTION 1. AUTHORITY. The Ocoee City Commission has the authority to adopt
this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters
163 and 166, Florida Statutes.
SECTION 2. REZONING. The zoning classification, as defined in the Ocoee City
Code, of the following described parcels of land located within the corporate limits of the City of
Ocoee, Florida, is hereby changed:
a. The zoning classification of Parcel 3 containing approximately 2.801 acres,
more particularly described in EXHIBIT "A-3" attached hereto and by this reference
made a part hereof, is hereby changed from C-2, Community Commercial District, to R-
3, Multiple Family Dwelling District;
b. The zoning classification of Parcel 4 containing approximately 0.665 acres,
more particularly described in EXHIBIT "A-4" attached hereto and by this reference
made a part hereof, is hereby changed from C-2, Community Commercial District, to R-
lAA, Single Family Dwelling District;
c. The zoning classification of Parcel 5 containing approximately 0.822 acres,
more particularly described in EXHIBIT "A-5" attached hereto and by this reference
006.215445.2
3
made a part hereof, is hereby changed from R-lAA, Single Family Dwelling District, to
R-3, Multiple Family Dwelling District;
d. The zoning classification of Parcel 6 containing approximately 0.042 acres,
more particularly described in EXHIBIT "A-6" attached hereto and by this reference
made a part hereof, is hereby changed from R-IAA, Single Family Dwelling District, to
C-2, Community Commercial District;
e. The zoning classification of Parcel 7 containing approximately 3.305 acres,
more particularly described in EXHIBIT "A-7" attached hereto and by this reference
made a part hereof, is hereby changed from R-3, Multiple Family Dwelling District, to C-
2, Community Commercial District;
f. The zoning classification of Parcel 8 containing approximately 2.227 acres,
more particularly described in EXHIBIT "A-8" attached hereto and by this reference
made a part hereof, is hereby changed from R-3, Multiple Family Dwelling District, to R-
lAA, Single Family Dwelling District; and
g. The zoning classification of Parcel 9 containing approximately 2.037 acres,
more particularly described in EXHIBIT "A-9" attached hereto and by this reference
made a part hereof, is hereby changed from R-lAA, Single Family Dwelling District, to
R-3, Multiple Family Dwelling District.
A map of said land herein described which clearly shows the area of Rezoning is attached
hereto as EXHIBIT "B" and by this reference is made a part hereof.
SECTION 3. COMPREHENSIVE PLAN. The City Commission hereby finds the
Rezoning of the lands described in this Ordinance to be consistent with the Ocoee
Comprehensive Plan.
SECTION 4. ZONING MAP. The City Clerk is hereby authorized and directed to
revise the Official Zoning Map of the City of Ocoee in order to incorporate the Rezoning enacted
by this Ordinance and the Mayor and City Clerk are hereby authorized to execute said revised
Official Zoning Map in accordance with the provisions of Section 5-1 (G) of Article V of Chapter
180 of the Ocoee City Code.
SECTION 5. CONFLICTING ORDINANCES. All ordinances or parts of ordinances
in conflict herewith are hereby repealed and rescinded.
SECTION 6. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or
portion of this Ordinance is for any reason held invalid or unconstitutional by any court of
competent jurisdiction, such portion shall be deemed a separate, distinct, and independent
provision and such holding shall not affect the validity of the remaining portion hereto.
SECTION 7. EFFECTIVE DATE. This Ordinance shall take effect immediately upon
passage and adoption.
006.215445.2
4
~ -
PASSED AND ADOPTED this ..( ~day of ~ !lIt! t ,2001.
ATTEST:
(SEAL)
FOR USE AND RELIANCE ONLY BY THE
CITY OF OCOEE, FLORIDA. APPROVED
AS TO FORM AN~GALITY
this.s dayof.:.J uflG ,2001.
::,LEY P:1r (2&;1t)
City Attorney
APPROVED:
CITY OF OCOEE, FLORIDA
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S. Scott Vandergrift, Mayor
ADVERTISED MAY 24,2001
READ FIRST TIME MAY 15,2001.
READ SECOND TIME AND ADOPTED
.::r U IJL S- ,2001.
Under Agenda Item No. JZ]::. <:...-
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SKETCH OF DESCRIPTION
(THIS IS NOT A SURVEY)
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LINE TABLE LINE TABLE CONTINUED
Line Bearing Distance ..
Line Bearing Distance 0
L1 S.86'38'40"W. 649.91' l13 N.5B'44'26"W. 115.46' 0
L2 S.28' 17'18"W. 161.84' l14 N.51'50'28"W. 79.39' t")
L3 S.6740'12"W. 15.67' l15 N.50'22'53"W. 99.34' II
L4 S.63'02' 35 "W. 40.91' L16 N.48'09'30"W. 1 06.31'
LS S.72'23'02"W. 64.33' l17 N.42'59'16"W. 99.02'
L6 S.8S17'07"W. 90.41' l18 N.3S'17'09"W. 87.84' ::
L7 N.89'09'31 "W. 64.S6' L19 N. 7 S37'3S"W. 71.00' ~
L8 N.78'20'OO"W. 71.22' L20 N.54'17'59"W. 65.09'
N.82'19'04 "W. 43.58' L21 N.51'46'54"E, 420.22' , ,
L9 W
l10 S.89'05'45"W. 62.27' L22 S.74'43'06"E. 440.56' .....J
l11 N.88'00'OO"W. 42.47' L23 S.28'17'18"W. 287.85' <(
l12 N.73'29'08"W. 43.87' U
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EASEMENT
(O.R. 2751, PG. 730)
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POINT OF COMMENCEMENT
SE. COR., NW. 1/4,
OF SEC. 6-22-28
FO. 4 "X4" CM NOH
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CURVE TABLE
NO.
1
2
3
RADIUS
2351 .83'
840.00'
640.00'
DELTA
12'04'51 "
16'09'43"
53'30'00"
ARC
495.89'
236.95'
597.60'
TANGENT
248.87'
119.27'
322.59'
CHORD
494.97'
236.16'
576.13'
CHORD BEARING
5.22'14 '52"W.
N.43'42'02"E.
N.78'3"S4"E.
SHEET 1 OF 2
Revision:
Revision:
Revision:
Date:
Date:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
== == .a == HARTMAN. ASSOCIATES. .C.
= = ~ = engineers. hydrogeologists. surveyors & manogement consultants
-
= r ..==.. ,. 201 EAST PINE STREET - SUITE 1000 - ORlAAOO, Fl 32801
. , 'I TELEPHONE (407) 839-3955 - FAX (407) 839-3790
- -, LlCENSEO BUSINESS NO. 15814
Job No: 99-092.01
Cadd File: CLZONING
:EI9! Date: 3-21-01
Drawn By: sur
Field By: N/A
Field Bk/Pg: N/A
~
Professional Surveyor & Mapper
Florida Re istration 5.364
SKETCH OF DESCRIPTION
(THIS IS NOT A SURVEY)
DESCRIPTION: (C-2)
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28
EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST: THENCE RUN S.86'38'40"W., ALONG THE
SOUTH LINE OF SAID NORTHWEST 1/4 FOR A DISTANCE OF 649.91 FEET TO A
POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF C.R. 437, SAID POINT BEING
THE POINT OF BEGINNING.: THENCE RUN S.28'17'18"W., ALONG SAID WESTERLY
RIGHT-OF-WAY LINE FOR A DISTANCE OF 161.84 FEET TO THE POINT OF CURVATURE
OF A CURVE CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 2351.83 FEET, A
CENTRAL ANGLE OF 12'04'51", A CHORD BEARING OF S.22'14'52"W. AND A CHORD
LENGTH OF 494.97 FEET: THENCE CONTINUE ALONG SAID WESTERLY RIGHT-OF-WAY LINE
AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 495.89 FEET TO THE END OF SAID
CURVE: SAID POINT ALSO BEING A POINT ON THE CENTERLINE OF STATEN BRANCH
AS FIELD LOCATED ON 4/1/99: THENCE RUN ALONG SAID CENTERLINE THE FOLLOWING
19 COURSES AND DISTANCES: S.6740'12"W., FOR A DISTANCE OF 15.67 FEET:
THENCE RUN S.63'02'3S"W., FOR A DISTANCE OF 40.91 FEET: THENCE RUN S.72'23'02"W.,
FOR A DISTANCE OF 64.33 FEET: THENCE RUN S.8S17'07"W., FOR A DISTANCE OF
90.41 FEET: THENCE RUN N.89'09'31 "W., FOR A DISTANCE OF 64.56 FEET: THENCE
RUN N.78'20'OO"W., FOR A DISTANCE OF 71.22 FEET: THENCE RUN N.82'19'04"W..
FOR A DISTANCE OF 43.58 FEET: THENCE RUN S.89'05'45"W., FOR A DISTANCE OF
62.27 FEET; THENCE RUN N.88'OO'OO"W., FOR A DISTANCE OF 42.47 FEET; THENCE
RUN N.73'29'08"W., FOR A DISTANCE OF 43.87 FEET; THENCE RUN N.58'44'26"W.,
FOR A DISTANCE OF 115.46 FEET; THENCE RUN N.51050'28"W., FOR A DISTANCE OF
79.39 FEETi...!HENCE RUN N.SO'22'S3"W., FOR A DISTANCE OF 99.34 FEET; THENCE RUN
N.48'09'30nw., FOR A DISTANCE OF 106.31 FEET: THENCE RUN N.42'59'16"W., FOR
A DISTANCE OF 99.02 FEET; THENCE RUN N.35'17'09"W., FOR A DISTANCE OF 87.84
FEET; THENCE RUN N.73'37'35"W., FOR A DISTANCE OF 71.00 FEET; THENCE RUN
N.54'17'59"W., FOR A DISTANCE OF 65.09 FEET TO A POINT ON A CURVE CONCAVE
SOUTHEASTERLY, HAVING: A RADIUS OF 840.00 FEET, A CENTRAL ANGLE OF 16'09'43",
A CHORD BEARING OF N.4.3'42'02"E. AND A CHORD LENGTH OF 236.16 FEET: THENCE
DEPARTING THE CENTERLINE OF SAID STATEN BRANCH RUN ALONG THE ARC OF SAID CURVE,
AN ARC LENGTH OF 236.95 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE
RUN N.51'46'54"E., FOR A DISTANCE OF 420.22 FEET TO THE POINT OF CURVATURE
OF A CURVE CONCAVE SOUTHERLY, HAVING: A RADIUS OF 640.00 FEET, A CENTRAL ANGLE
OF 5.3'30'00", A CHORD BEARING OF N.78'31'54"E. AND A CHORD LENGTH OF 576.13
FEET: THENCE RUN ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF 597.60 FEET TO
THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN S.74'43'06"E., A DISTANCE
OF 440.56 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF COUNTY ROAD
437: THENCE RUN S.28'17'18"W., ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR
A DISTANCE OF 287.85 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS 976483 SQUARE FEET OR 22.4170 ACRES, MORE OR LESS.
NOTES
1.) BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF
SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST. HAVING AN ASSUMED BEARING OF
S.86'38'40"W.
2) THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE AGREEMENTS
NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND
USE RIGHTS OF THE LANDS SHOWN HEREON.
3.) THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
CHAPTER 61-G17, FLORIDA ADMINISTRATIVE CODE. '
SHEET 2 OF 2
Revision:
Revision:
Revision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
Job No: 99-092.01
Codd File: CLZONING
~ Dote: 3-21-01
Drown By: sur
Field By: N/A
Field Bk/Pg: N/A
~
Professional Surveyor & Mapper
Florida Registration #5364
:: = .a == HARTIIAN . A880ClATE8. INC.
---- . .
==' _ _ engIneers, hydrogeologllts. surveyors & monogement consultonts
------
_ . ___ ,. 201 EAST PINE STREET - SUITE 1000 - ORl>>IOO. FL 32801
. , , TaEPHONE (407) 839-3955 - fAX (407) 839-3790
- - lICENSED BUSINESS NO. '5814
EXHIBIT n A-2.
SKETCH OF DESCRIPTION
(THIS IS NOT A SURVEY)
LINE TABLE
line Bearing Distance
L1 S.86.38'40"W. 649.91'
L2 N.28' 17'18"E. 287.85'
L3 N.28'17'18"E. 526.50'
L4 S.8728'23"W. 359.74'
L5 N.On O'38"E. B.70'
L6 S.87'28'22"W. 764.53'
L7 S.02' 31' 38"E. 44.46'
L8 S.21'52'34"W. 402.58' NOT -PLATTED
L9 S.4 7'29' 33"W. 226.67'
L10 S.35'09'1 B"E. 255.37'
l11 S. 77'05 " O"E. 124.78' L6
L12 S.S1'46'S4"W. 420.22'
L13 S.40'55 '03"E. 58.65'
l14 S.6.3' 36'28"E. 45.26'
L15 S.54'17'59"E. 18,26'
L16 N.51'46'54"E. 420.22'
L17 S.74.43'06"E. 440.56'
NOT -PLATTED
--
R-3
NOT -PLATTED
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CURVE T.ABLE
NO.
1
2
3
4
RADIUS
760.00'
960.00'
B40.00'
640.00'
DELTA
1.3'56'17"
15'46'43"
16'09' 43"
53.30'00"
Revision:
Revision:
Revision: LINE CHANGE
Dote:
Dote:
Dote: 3-27-01
== == ~ :: HARTMAN a A880ClATE8. INC.
= = ... .. engineera, hydrogeologists, sUrYeyOra & management consultants
-
- - .... "; 201 EAST PINE STREET - SUITE 1000 - ORlNIOO. Fl 32801
-. ,...... 'I TELEPHONE (407) 839-3955 - FAX (407) 839-3790
- -, lICENSED BUSINESS NO. 15814
ARC
184.88'
264.37'
236.95'
597.60'
TANGENT
92.90'
133.03'
119.27'
322.59'
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POINT OF COMMENCEMENT
SE. COR., NW. 1/4,
OF SEC. 6-22-28
FO. 4 "X4" CM NOH
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CHORD
184.43'
263.54'
236.1 6'
576.13'
CHORD BEARING
S.58'45'02"W.
S.43'53'32"W.
N.4.3'42'02"E.
N.78'3"54 "E.
SHEET 1 OF 2
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
Job No; 99-092.11
Cadd File: R3_l0NING2
~ Dote: 3-21-01
Drown By: SMF
Field By: N/A
Field Bk/Pg: N/A
wrence E. Jenkins
Professional Surveyor & Mapper
Florida Re istration #5364
SKETCH OF DESCRIPTION
(THIS IS NOT A SURVEY)
DESCRIPTION: (R-3)
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28
EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN S.86'38'40"W., ALONG THE
SOUTH LINE OF SAID NORTHWEST 1/4 FOR A OISTANCE OF 649.91 FEET TO A
POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF C.R. 437; THENCE RUN
N.28'17'18"E., ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF
287.85 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.28'17'18"E.,
FOR A DISTANCE OF 526.50 FEET THENCE DEPARTING SAID RIGHT -OF -WAY LINE;
RUN S.87'28'23"W., FOR A DISTANCE OF 359.74 FEET; THENCE RUN N.Ol'22'08"E.,
FOR A DISTANCE OF 576.78 FEET; THENCE RUN N.01'10'38"E., FOR A DISTANCE
OF 8.70 FEET; THENCE RUN S.87'28'22"W., FOR A DISTANCE OF 764.53 FEET;
THENCE RUN S.02'31'38"E., FOR A DISTANCE OF 44.46 FEET; THENCE RUN
S.21'52'34"W., FOR A DISTANCE OF 402.58 FEET; THENCE RUN S.47'29'33"W.,
FOR A DISTANCE OF 226.67 FEET; THENCE RUN S.35'09'18"E., FOR A DISTANCE
OF 255.37 FEET; THENCE RUN S.77'05'10"E., FOR A DISTANCE OF 124.78 FEET
TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 760.00
FEET, A CENTRAL ANGLE OF 13'56'17", A CHORD BEARING OF S.58'45'02"W.
AND A CHORD LENGTH OF 184.43 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE,
AN ARC LENGTH OF 184.88 FEET TO THE POINT OF TANGENCY OF SAID CURVE;
THENCE RUN S.51'46'54"W., FOR A DISTANCE OF 420.22 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 960.00
FEET, A CENTRAL ANGLE OF 15'46'43", A CHORD BEARING OF S.4S53'32"W. AND
A CHORD LENGTH OF 263.54 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE,
AN ARC LENGTH OF 264.37 FEET TO THE END OF SAID CURVE; THENCE RUN
S.40'55'03"E., FOR A DISTANCE OF 58.65 FEET; THENCE RUN S.63'36'2B"E.,
FOR A DISTANCE OF 45.26 FEET; THENCE RUN S.54'17'59"E., FOR A DISTANCE
OF 18.26 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY, HAVING: A RADIUS
OF 840.00 FEET, A CENTRAL ANGLE OF 16'09'43", A CHORD BEARING OF
N.43'42'02"E. AND A CHORD LENGTH OF 236.16 FEET: THENCE RUN ALONG THE
ARC OF SAID CURVE, AN ARC LENGTH OF 236.95 FEET TO THE POINT OF TANGENCY
OF SAID CURVE; THENCE RUN N.51'46'54"E., FOR A DISTANCE OF 420.22 FEET
TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY, HAVING: A RADIUS
OF 640.00 FEET, A CENTRAL ANGLE OF 53'30'00", A CHORD BEARING OF
N. 78'31'54 "E. AND A CHORD LENGTH OF 576.13 FEET; THENCE RUN ALONG
THE ARC OF SAID CURVE, AN ARC LENGTH OF 597.60 FEET TO THE POINT OF
TANGENCY OF SAID CURVE; THENCE RUN S.74'43'06"E., FOR A DISTANCE OF
440.56 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS 1013126 SQUARE FEET OR 23.2582 ACRES, MORE OR LESS.
NOTES
1.) BEARINGS SHOWN HEREON ARE BASEO ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF
SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST. HAVING AN ASSUMED BEARING OF
S.86'38'40"W.
2) THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE AGREEMENTS
NOT FURNISHED TO THIS SURVEYOR THAT MAY AF"FECT PROPERTY RIGHTS AND/OR LAND
USE RIGHTS OF THE LANDS SHOWN HEREON.
3.) THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
CHAPTER 61-G17, FLORIDA ADMINISTRATNE CODE. '
SHEET 2 OF 2
Revision:
Revision:
Revision: LINE CHANGE
Date:
Date:
Date: 3-27-01
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
Job No: 99-092.01
Cadd File: R3_Z0NING2
~ Date: 3-21-01
Drawn By: SMF
Field By: N/A
Field Bk/Pg: N/A
~
Lawrence E. Jenkins
Professional Surveyor & Mapper
Florida ReQistration #5364
:; == A ;; H~RTMAN .It ASSOCIATES. INC.
=.=' - - engIneers, hydrogeologlsts, surveyors & monogement consultonts
--.....
_ . ___ 11 201 EAST PINE STREET - SUITE 1000 - ORlANOO. Fl 32801
. , , TELEPHONE (407) 839-3955 - FAX (407) 839-3790
- - UCENSED BUSINESS NO. 15814
EXHIBIT n A-3 n
j
...
SKETCH OF DESCRIPTION
(THIS IS NOT A SURVEY)
CURVE TABLE
N
NO.
1
2
3
4
5
6
RADIUS DELTA ARC CHORD CHORD BEARING
840.00' 00'26'32" 6.48' 6.48' S.44'29'25"W.
760.00' 1.3'56'17" 184.88' 184.43' N.58' 45 '02"E.
600.00' 34'54'55" 365.63' 360.00' S.44'15'14 "E.
600.00' 04'53'13" 51.18' 51.16' S.29'14'23"E.
640.00' 2,14'36" 304.31 ' 301.45' S.65'24'12"W.
840.00' 0,04' 13" 1 03.66' 1 03.59' S.48' 14' 47"W.
..
o
o
I""')
II
:
.....-
DETAIL "A"
NOT TO SCALE
-
/
/ I~',
I \ /',
I "
.. I NOT-PLATTED ,*
r POINT OF BEGINNING I ,
\ / / -r- --- ,
\/1 / ) I - I ""
~/ / I ,
"' - -" / / "
I I '
/ /1
) /1 I
R-3 I
/ //
NOT -PLATTED
\ L--
W
-.J
cd::
()
(f)
NOT -PLATTED
OF BEGINNING
I
I
..1...1#1 I
!:t!J / I
____ ~I/ I
"'-,- - - ~ I
'---- -... -... / ~ WEST ROAD:
Is. LINE OF THE NW. 1/4 " 7- /
SEC. 6-22-28 _ ' _ _ -
- - - SM3a'4O'"'W.1912.69'
POINT OF COMMENCEMENT
S1 ~~. ~~C~" 6~~2~{:'
" d FO. 4"X4" eM NOH
~O:
V-.....:::c ~
Q.;</g
'S: g., 1
00>-
a:-a::~
~ ~. ~ line
~- I,!, L1
~ ' iff L2
:::5 kJ ~ t~
8@ t~
(j
o
SEE ABOVE
DETAIL "A"
--
-
~I
""""
("-,,-
..... .~~. "-
, o~ ~+~
~~o~o~
""; 11', t'.Li
. " ~T
~~
C-2
NOT -PLATTED
"'-..
LINE TABLE
NOT - PLATTED
Bearing
N.28' 1 7'19"E.
N.51'46'54"E.
N.7,05'10"W.
N.35'09'18"W.
N.28'17'19"E.
S.51'46'54"W.
Distance
319.11'
237.38'
124.78'
75.81'
168.24'
420.22'
.J
SHEET 1 OF 2
Jision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
/
Job No: 99-092.11
Cadd File: nONES
Field Dote: 3-27-01
Drown By: St.1F
Field By: N/A
Field Bk/Pg: N/A
~
Lawrence E. Jenkins
Professional Surveyor & Mapper
Florida Re istration 5.364
Revision:
Revision:
:: 55 .! Ei HARTMAN II ASSOCIATES, INC.
ii..iiP ~ ;;; engineers, hydrogeologists, surveyors .t monogement consultants
--....
_ IF ___ 11 201 FAST PM STREET - SUITE 1000 - ORlANDO, Fl J2801
. , , TREPHONE (407) 839-3955 - FAX (407) 839-3790
- - lICENSED BUSIN[SS NO. '5814
SKETCH OF DESCRIPTION
(THIs IS NOT A SURVEY)
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28
EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN S.86'38'40"W., ALONG THE
SOUTH LINE OF SAID NORTHWEST 1 / 4 A OISTANCE OF 1912.69 FEET TO THE
POINT OF BEGINNING. SAID POINT ALSO BEING A POINT ON A NON- TANGET
CURVE CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 840.00 FEET, A
CENTRAL ANGLE OF 00'26'32", A CHORD BEARING OF S.44'29'25''W. AND
A CHORD LENGTH OF 6.48 FEET: THENCE RUN ALONG THE ARC OF SAID CURVE,
AN ARC LENGTH OF 6.48 FEET TO THE END OF SAID CURVE: THENCE RUN
N.28'17'19"E., FOR A DISTANCE OF 319.11 FEET: THENCE RUN N.51'46'54"E.,
FOR A DISTANCE OF 237.38 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 760.00 FEET, A CENTRAL
ANGLE OF 13'56'17", A CHORD BEARING OF N.58'45'02"E. AND A CHORD
LENGTH OF 184.43 FEET: THENCE RUN ALONG THE ARC OF SAID CURVE, AN
ARC LENGTH OF 184.88 FEET TO THE END OF SAID CURVE: THENCE RUN
N.7/05'10"W., FOR A DISTANCE OF 124.78 FEET; THENCE RUN N.35'09'18"W.,
FOR A DISTANCE OF 75.81 FEET: THENCE RUN N.28'17'19"E., FOR A
DISTANCE OF 168.24 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY,
HAVING: A RADIUS OF 600.00 FEET, A CENTRAL ANGLE OF 34054'55", A
CHORD BEARING OF S.44'15 '14"E. AND A CHORD LENGTH OF 360.00 FEET:
THENCE RUN ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF 365.63 FEET
TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT, HAVING: A
RADIUS OF 600.00 FEET, A CENTRAL ANGLE OF 04'53'13", A CHORD BEARING OF
S.29'14'23"E. AND A CHORD LENGTH OF 51.16 FEET: THENCE RUN ALONG THE
ARC OF SAID CURVE, AN ARC LENGTH OF 51.18 FEET TO A POINT ON A CURVE
CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 640.00 FEET, A CENTRAL
ANGLE OF 2714'36", A CHORD BEARING OF S.65'24'12"W. AND A CHORD
LENGTH OF 301.45 FEET: THENCE RUN ALONG THE ARC OF SAID CURVE, AN
ARC LENGTH OF 304.31 FEET TO THE POINT OF TANGENCY OF SAID CURVE:
THENCE RUN S.51'46'54"W., FOR A DISTANCE OF 420.22 FEET TO
THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING:
A RADIUS OF 840.00 FEET, A CENTRAL ANGLE OF 07'04'13", A CHORD
BEARING OF S.4B'14'47"W. ANO A CHORD LENGTH OF 103.59 FEET: THENCE
RUN ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF 103.66 FEET TO
THE POINT OF BEGINNING.
PARCEL CONTAINS 122049 SQUARE FEET OR 2.8019 ACRES, MORE OR LESS.
NOTES
1.} BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF
SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST. HAVING AN ASSUMED BEARING OF
S.86'38'40"W.
2} THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE AGREEMENTS
NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND
USE RIGHTS OF THE LANDS SHOWN HEREON.
3.} THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
CHAPTER 61 -G 17, FLORIDA ADMINISTRATIVE CODE. '
SHEET 2 OF 2
Revision:
Revision:
"ision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
Job No: 99-092.11
Cadd File: nONES
Field Dote: 3-27-01
Drown By: SMF'
Field By: N/A
Field Bk/Pg: N/A
~
Lawrence E. Jenkins
Professional Surveyor & Mapper
Florida Reaistration #5.364
!!! ii .! a H~RTMAN .& ASSOCIATES, INC.
=.=" - - engtneet'l, hydrogeologists, SUMyO/1 a: mal109ftl'll1lt consultonts
-----.
_ . ___ 11 201 FAST PINE STREET - SUITE 1000 - ORlANDO. Fl 32801
. , , TElEPHONE (407) 839-3955 - flit. (407) 839-3790
- - LICENSED BUSINESS NO. 15814
EXHIBIT · A-4.
4
SKETCH OF DESCRIPTION
(THIS IS NOT A suRVEY)
N
-
o
o
rr)
II
=
.--
NOT -PLATTED
,.......
/ ..............
//NOT-PlA~~"'*
/ .......
--f- --- .......
- .......
.......
I I..............
/ ..............
/ ..............
I I
/ /1 I
) / R-3 I
/ // NOT -PLATTED L _ _
\ f, ..I... /
/ ", ~~/~f
\ ~J..!
-\- PI /
"'-, -- - - -j, /
""'-'" / #WEST ROAD
..............~ .-!- - -
5.86-3B'40"W.1914.82' ..7 .
POINT OF COMMENCEMENT
SJ ~~. ~~C~.'6~~2~{:'
'" d FD. 4 "X4" CM NOH
Ior)ce
'V-.:~ ~
Q~{g
~Q..l
00>-
a::-a.:~
~ "C:(.~
i-. I ,!,
~ ~
'::>41 ~I
8@
(j
o
W
-.J
<(
U
(f)
LINE TABLE
Line
Bearing
N.28'17'19"E.
N.28' 17'19"E.
S.35'09'18 "E.
S.7TOS'10"E.
S.51'46'54"W.
Distance
l1
L2
L.3
L4
L5
314.00'
377.48'
75.81'
124.78'
237.38 '
NOT -PLATTED
Curve number 1
Radius= 760.00
Delta= 1.3'56'17"
Arc = 184.88
Tangent= 92.90
Chord= 184.43
Chord Brg. S.58'45'02"W.
/
/ POINT OF BEGINNING
~/ /
/h---
~ - / 1:. LINE or THE NW. 1/'
~ SEC. 6-22-28
~
("-,,-
~~ "-
4J'~~~ "__
~o~1Jf ~~
(OC ~~Y.t$'"
'1~;~ OJ<'
", t:'..t ~
?, ~T
~~
-
C-2
NOT -PLATTED
NOT - PLATTED
SHEET 1 OF 2
Revision:
Revision:
Revision:
Date:
Date:
Date:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
:= =: ! = HARTMAN & ASSOCIATES, INC.
= = ... = engineers, hydrogeologislJ, SU~I'I &: monogement consultants
=-= ... .
_ . ___ ,. 201 EAST PINE STREET - SUITE 1000 - ORlANDO. Fl 32801
. , 'I TELEPHONE (407) 839-3955 - FAX (407) 839-3790
- -, UCENSED BUSINESS NO. '5814
Job No: 99-092.11
Cadd File: 7Z0NES
Field Dote: J-27-01
Drown By: SMr
Field By: N/A
Field Bk/Pg: N/A
~
SKETCH OF DESCRIPTION
(THIs IS NOT A SURVEY)
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN S.86'38'40"W., ALONG
THE SOUTH LINE OF SAID NORTHWEST 1/4 FOR A DISTANCE OF 1914.82 FEET;
THENCE RUN N.28017'19"E., FOR A DISTANCE OF 314.00 FEET TO THE POINT
OF BEGINNING; THENCE RUN N.28'17'19"E., FOR A DISTANCE OF 377.48 FEET;
THENCE RUN S.35'09'18"E., FOR A DISTANCE OF 75.81 FEET; THENCE RUN
S.77'05'10"E., FOR A DISTANCE OF 124.78 FEET TO A POINT ON A CURVE
CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 760.00 FEET, A CENTRAL
ANGLE OF 1.3'56'17", A CHORD BEARING OF S.58'45'02''w. AND A CHORD LENGTH
OF 184.43 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE, AN ARC LENGTH
OF 184.88 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN
S.51'46'54"W., FOR A DISTANCE OF 237.38 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS 29000 SQUARE FEET OR 0.6657 ACRES, MORE OR LESS.
NOTES
1.) BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF
SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST. HAVING AN ASSUMED BEARING OF
S.86' 38' 40"W.
2) THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE AGREEMENTS
NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND
USE RIGHTS OF THE LANDS SHOWN HEREON.
3.) THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
CHAPTER 61-G17, FLORIDA ADMINISTRATIVE CODE. '
SHEET 2 OF 2
Revision:
Revision:
Revision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
Job No: 99-092.11
Codd File: nONES
Field Dote: 3-27-01
Drown By: St.4F
Field By: N/A
Field Bk/Pg: N/A
~e::-
Professional Surveyor & Mapper
Florida Reaistration' #5364
.::: = ! 5 HARTMAN a ASSOCIATES, INC.
---- . .
::.=' - - eng.llftI1, hydtOCJlOlogIIll, IUMyOI'I . mollClCJement consultonls
--___.
_ . ___ 11 201 FAST PIlE ST1lEET - SUITE 1000 - ORlANDO, fL J2801
. , , TELEPHONE (407) 8J9-J95S - fl:X (407) 8J9-J790
- - lICENSED BUSINESS NO. '5814
...
EXHIBIT -A-5n
5
SKETCH OF DESCRIPTION
(THIS IS NOT A SURVEY)
N
CURVE TABLE
NO.
1
2
RADIUS
840.00'
960.00'
DELTA
08'38'59"
15'46'43"
ARC
126.81'
264.37'
CHORD
126.69'
263.54'
CHORD BEARING
N.39'56' 40"E.
N.4.3'53'32"E.
-
o
o
t")
II
::
.-
DETAIL "A"
NOT TO SCALE
---- --
. ,
W
-'
<(
U
(f)
/
POINT OF
BEGINNING
I
-
\
\
f'o.,.
I ................
/\ 1/ ........................ *
/ \ I NOT-PLATTED ........ ........
-\ I ........
--J- --- ........
/ - ........
J r / I ........................
I ................
/1 / / , "
""'-- --- / /
NOT-PLATTED / I
) / R-3 I
/ // NOT -PLATTED L _ _
<\ /, ..I... /
/ " ~#
\i " ;t!
II~ \ tJ..! /
/ ? -\- ~I /
NOT -PLATTED I/:/ ____ __ \~ /
/~~y "" -; /;
/ / "'-........................ / II WEST
1s. LINE OF THE NW. 1/4 ................y.!- _ _
SEC. 6-22-28 _ _ _,
_ - - - ~38'40"W. 1914.82
C - 2 I POINT OF COMMENCEMENT
POINT OF BEGINNING C) SE. COR., NW. 1/4,
OF SEC. 6-22-28
/ ,,~FD. 4"X4" CM NOH
/ ~~
"f-..oq: ~
;/ I ~t I
&C{ ~ LINE TABLE
-q:J.
t: ? Line
~ I g L1
:::5 kJ ~ t~
8@ t~
(j L6
o
I
I
I
I
I
I
ROAD I
'\
NOT -PLATTED
--
-
Bearing
Distance
NOT -PLATTED
S.28'17'19"W.
S.54'17'59"E.
S.63'36'28"E.
5.40'55'03"E.
S.51'46'54"W.
S.28'17'19"W.
5.11 '
18.26'
45.26'
58.65'
182.84'
314.00'
J
SHEET 1 OF 2
'~vision:
Dote:
Dote:
Date:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
Revision:
Revision:
== 55 .! = HARTMAN & ASSO~S, INC.
= = ~ = engilllttS, hydroveologists. IUMyOI'I .It I consullontl
=-=r .... _
_ .. ___ .. 201 FAST PINE STREET - SUITE 1000 - ORlANDO. n 32801
. , , TElEPHONE (407) 839-3955 - FAX (407) 839-3790
- - lICENSEO BUSINESS NO. '5lI14
Job No: 99-092.11
Cadd File: nONES
Field Date: .3-27-01
Drown By: SMF
Field By: N/A
Field Bk/Pg: N/A
~
Lawrence E. Jenkins
Professional Surveyor & Mapper
Florida Re istration 5.364
SKETCH OF DESCRIPTION
(THIs IS NOT A SURVEY)
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28
EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN S.86'38'40"W., ALONG THE
SOUTH LINE OF SAID NORTHWEST 1 / 4 A DISTANCE OF 1914.82 FEET TO THE
POINT OF BEGINNING; THENCE RUN S.28'17'19"W., FOR A DISTANCE OF 5.11
FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY, HAVING: A RADIUS
OF 840.00 FEET, A CENTRAL ANGLE OF 08'38'59", A CHORD BEARING OF
S.39'56' 40"W. AND A CHORD LENGTH OF 126.69 FEET; THENCE RUN ALONG
THE ARC OF SAID CURVE, AN ARC LENGTH OF 126.81 FEET TO A POINT ON
THE CENTERLINE OF STATEN BRANCH AS FIELD LOCATED ON 4-1 -99 AND THE
END OF SAID CURVE; THENCE RUN ALONG SAIO CENTERLINE THE FOLLOWING
THREE COURSES AND DISTANCES; N.54'17'59''W., FOR A DISTANCE OF 18.26
FEET; THENCE RUN N.6S36'28"W., FOR A DISTANCE OF 45.26 FEET; THENCE
RUN N.40'55'03"W., FOR A DISTANCE OF 58.65 FEET TO A POINT ON A CURVE
CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 960.00 FEET, A CENTRAL
ANGLE OF 15'46'43", A CHORD BEARING OF N.43'53'32"E. AND A CHORD
LENGTH OF 263.54 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE, AN
ARC LENGTH OF 264.37 FEET TO THE POINT OF TANGENCY OF SAID CURVE;
THENCE RUN N.51"46'54 "E., FOR A DISTANCE OF 182.84 FEET; THENCE
RUN S.28"17'19"W., FOR A DISTANCE OF 314.00 FEET TO THE POINT OF
BEGINNING.
PARCEL CONTAINS 35821 SQUARE FEET OR 0.8223 ACRES, MORE OR LESS.
NOTES
1.) BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHWEST 1 /4 OF
SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST. HAVING AN ASSUMED BEARING OF
S.86'38'40"W.
2) THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE AGREEMENTS
NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND
USE RIGHTS OF THE LANDS SHOWN HEREON.
3.) THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
CHAPTER 61-G17, FLORIDA ADMINISTRATIVE CODE. '
SHEET 2 OF 2
Revision:
Revision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
Job No:' 99-092.11
Cadd File: 7Z0NES
Field Dote: 3-27-01
Drown By: Sl.lF
Field By: N/A
Field Bk/Pg: N/A
-~
La~ce E. Jenkins
Professional Surveyor & Mapper
Florida Reaistration. 115364
~"!vision:
_ = ! == HARTMAN & ASSOCIATES, INC.
---- . .
=-=' - - 1f19lneers. hydrogeologlSls, SUMylll'll It rnol109ement consultonts
--~-
_ .. ___ 11 201 EAST PINE STREET - SUITE 1000 - ORlANOO, n 32801
. , , TELEPHONE (407) 839-395:1 - fM (407) 839-3790
- - UCENSEO BUSINESS NO. '!la14
EXHIBIT n A-6 n
Co
. r
SKETCH OF DESCRIPTION
(THIS IS NOT A suRVEY)
N
NO.
1
2
RADIUS
840.00'
840.00'
DELTA
00'26'32"
08'38'59"
ARC
6.48'
126.81'
CHORD
6.48'
126.69'
.
o
o
CHORD BEARING 1'0
S.44'29'25 "W.
N.39'56'40"E. II
CURVE TABLE
=
..-
"
I ..............
/ ..............
I .......
I NOT-PLATTED ..............*
I .......
--I-- --- .......
/ - .......
r- I I .....................
/ I ..............
/ / I ..............
C-2/ / / I
\ __ /) /1
",- ___,/ // R-3 I
/ / NOT-PLATTED L _ _
\ /, ..I... /
\/ ", ;l/Ij
//~ \ ~
/ ? \ ~I /
NOT-PlATTED /~:7 /' ----"\" --- -- -- ~~/
SEE AB2VE /' / '.............
DETAIL "A" // / ..................... / WEST
/ IS. LINE OF THE NW. 1/4 ..............7- / _ - - - _'
'" SEC. 6-22-28 _ _, -
\ ;: _ _ - - s.B6-38'40"W. 1912.69
-Y- rv ,-""'\ C- 2 POINT OF COMMENCEMENT
l'......... ~ POINT OF BEGINNING 0 SEe COR., NW. 1/4,
\. (.;> C - 2 Ifft'" OF S~C. ,~-22-28
" Z NOT - PLATTED " d FD. 4 X4 eM NOH
- ~~
" ~
C ~ oif
4$~~ " ~O !
;C)<(C ~~y,.. " ~.t:[ if
(~ ~~~~ -- - - .)..., ~ IS
~~ O~ ~11
~'" t';y NOT -PLATiED ;?:!{ LI f\.J E T A8 LE
'.9~ . I & It! ~ line
U8
o
DETAIL "A"
NOT TO SCALE
w
~
~
U
(f)
.",-?' - -.....
POINT OF "'"
BEGINNING ;./ /' \
/ / _ - '_ ~8'40,"W.
(r-r- '1912.69
" & I (1) ,
"-
\ '-J
I
I
I
I
I
I
ROAD I
.j
Bearing
Distance
L1
L2
S.28'17'19"W.
N.54'17'59"W.
127.41'
25.8"
SHEET 1 OF 2
Revision:
Revision:
vision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
== a A ~ HARTMAN & ASSOCIATES. INC.
= = .= = engineers, hydrogeologists. SUrveyotl &: management consultonts
-
- r ~ ~ 201 EAST PINE STREET - SUITE 1000 . ORlANDO. n 32801
-. , , TElEPHONE (407) 839-J9~~ - fAX (407) 839-3790
- - lJCENSE1) BUSINESS NO. '5814
Job No: 99-092.11
Cadd File: 7Z0NES
Field Dote: 3-27-01
Drown By: St.lF
Field By: N/A
Field Bk/Pg: N/A
LO~~
Professional Surveyor & Mapper
Florida Re istrotion 5364
SKETCH OF DESCRIPTION
(THIS IS NOT A SURVEY)
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28
EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN S.86'38'40"W., ALONG THE
SOUTH LINE OF SAID NORTHWEST 1/4 A DISTANCE OF 1912.69 FEET TO A POINT
ON A NON- TANGET CURVE CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 840.00
FEET, A CENTRAL ANGLE OF 00'26'32", A CHORD BEARING OF S.44'29'25"W.
AND A CHORD LENGTH OF 6.48 FEET; THENCE RUN AlONG THE ARC OF SAID CURVE,
AN ARC LENGTH OF 6.48 FEET TO THE END OF SAID CURVE; THENCE RUN S.28'17'19"W.,
FOR A DISTANCE OF 127.41 FEET TO A POINT ON THE CENTERLINE OF STATEN BRANCH
AS FIELD LOCATED ON 4-1 -99; THENCE RUN N.54'17'59"W., ALONG SAIO
CENTERLINE FOR A DISTANCE OF 25.81 FEET: TO A POINT ON A CURVE CONCAVE
SOUTHEASTERLY, HAVING: A RADIUS OF 840.00 FEET, A CENTRAL ANGLE OF
08'38'59", A CHORD BEARING OF N.39'56'40"E., AND A CHORD LENGTH OF
126.69 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF
126.81 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS 1833 SQUARE FEET OR 0.0421 ACRES. MORE OR LESS.
NOTES
1.) BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHWEST 1 /4 OF
SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST. HAVING AN ASSUMED BEARING OF
S.86'38'40"W.
2) THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE AGREEMENTS
NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND
USE RIGHTS OF THE LANDS SHOWN HEREON.
3.) THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
CHAPTER 61-G17, FLORIDA ADMINISTRATIVE CODE. '
SHEET 2 OF 2
'vision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
Job No: 99-092.11
Cadd File: 7Z0NES
Field Dote: 3-27-01
Drown By: SMF
Field By: N/A
Field Bk/Pg: N/A
-~
LZnce E. Jenkins
Professional Surveyor & Mapper
Florida Reqistration #5364
Revision:
Revision:
~...
= ;; A ~ HARTMAN & ASSOCIATES, INC.
---- . .
=-=' - - englllftlS, hydrogeologists, SUIWyOI'I 4: mancJ9tmenl consultonts
- ......
_ . ___ . 201 EAST PINE STREET - SUITE 1000 - ORlANDO. Fl 32801
. , . TElEPHONE (407) 839-3955 - FAX (407) 839-3790
- -, UCENSED BUSINESS NO. 15814
.-,
I'
EXHIBIT R A-7R
SKETCH OF DESCRIPTION
(THIS IS NOT A SURVEY)
N
NO.
1
2
RADIUS
600.00'
640.00'
DELTA
30'01'42"
26'15'24"
ARC
314.45'
293.29'
CHORD
310.87'
290.73'
CHORD BEARING
N.46'41 '51 "W.
S.87'50' 48"E.
~
o
o
t')
II
CURVE TABLE
:
..-
LINE TABLE
W
-1
<(
U
(f)
"
I ..............
/ ..............
I ....... *
I NOT-PLATTED ..............
I .......
-r- --- .......
- .......
.......
I I..............
I ..............
/ ..............
/ I
/ 1/ I
) / R-3 I
/ // NOT -PLATTED L _ _
\ /,
/ "-
X- '\
/ ?
NOT-PLATTED / /': /""
//q,:7
//
/// /
/. /!/
~-I-r ----
- / --t:E -: :-NW, 1/'
SEC. 6-22-28
"
("-,,-
C~ "-
t1s-~~< "'" _ _
-<>~O ~IJI ~
(~ ~~~f"
~O~O~
11', t"..t..
?, ~T
~~
line
Bearing
Distance
11
L2
L3
L4
S.28'17'18"W.
N.61042'41"W.
S.74'43'06"E.
5.28'17' 18"W.
19.90'
390.01'
440.56'
287.85'
NOT -PLATTED
r
/
C-2
NOT -PLATTED
I
/ I
tj I
..I... /
(f~ / I
~Q? /
/ I
J'~WEST ROAD I
/ --
"5.86'38'40"W. 649.91'
POINT OF COMMENCEMENT
-"
Q
~
"&
~
..-q: c;;-
Q~~
~~~
00>--
o:-~ r!
~ ts
f-. I ,.!
;;e ~
::;jkJ~
8@
(j
o
SEe COR., NW. 1/4,
OF SEC. 6-22-28
FD. 4 "X4" CM NOH
NOT-PLATTED
.,
SHEET 1 OF 2
Revision:
;vision:
Revision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
= E ! :: HARTMAN & ASSOCIATES. INC.
= = ~ = engineers, hydlll9eologists. 'UMyOIS 4: management consultanls
-
-----.
_ " ___ 11 201 EAST PINE STREET - SUITE 1000 - ORlANDO. n 32801
_ , ,. TELEPHONE (407) 839-3955 - f'AX (407) 839-3790
- -, LICENSED BUSINESS NO. '5814
Job No: 99-092.11
Cadd File: nONES
Field Dote: 3-27-01
Drown By: Slotf'
Field By: N/A
Field Bk/Pg: N/A
~
La~ce E. Jenkins
Professional Surveyor & Mapper
Florida Re istration 5364
SKETCH OF DESCRIPTION
(THIS IS NOT A SURVEY)
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28
EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN S.86' 38' 40"W., ALONG
THE SOUTH LINE OF SAID NORTHWEST 1/4, FOR A DISTANCE OF 649.91 FEET
TO A POINT ON THE WESTERLY RIGHT -OF -WAY LINE OF COUNTY ROAD 437
(OCOEE-APOPKA ROAD) AND THE POINT OF BEGINNING; THENCE RUN S.28'17'18"W.,
ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 19.90 FEET;
THENCE DEPARTING SAID RIGHT-OF-WAY LINE, RUN N.61'42'41 "W., FOR A
DISTANCE OF 390.Q1 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
NORTHEASTERLY, HAVING: A RADIUS OF 600.00 FEET, A CENTRAL ANGLE OF
30'01'42", A CHORD BEARING OF N.46'41 '51 "We AND A CHORD LENGTH OF
310.87 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE, AN ARC LENGTH
OF 314.45 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY, HAVING:
A RADIUS OF 640.00 FEET, A CENTRAL ANGLE OF 26015'24", A CHORD
BEARING OF S.8750'48"E. AND A CHORD LENGTH OF 290.73 FEET; THENCE
RUN ALONG THE ARC OF SAID CURVE, AN ARC LENGTH .OF 293.29 FEET TO THE
POINT OF TANGENCY OF SAID CURVE; THENCE RUN S.74'43'06"E., FOR A
DISTANCE OF 440.56 FEET TO THE WESTERLY RIGHT -OF -WAY LINE OF COUNTY
ROAD 437 (OCOEE-APOPKA ROAD): THENCE RUN S.28'17'18"W., ALONG SAID
RIGHT-OF-WAY LINE FOR A DISTANCE OF 287.85 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS 143975 SQUARE FEET OR 3.3052 ACRES, MORE OR LESS.
NOTES
1.) BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHWEST 1 /4 OF"
SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST. HAVING AN ASSUMED BEARING OF
S.86'38'40.W.
2) THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE AGREEMENTS
NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERlY RIGHTS AND/OR LAND
USE RIGHTS OF THE LANDS SHOWN HEREON.
3.) THIS SURVEY WAS PERF'ORMED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
CHAPTER 61-G17, FLORIDA ADMINISTRATIVE CODE. '
SHEET 2 OF 2
Revision:
lision:
Revision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
= == .! = HARTMAN . ASSOCIATES. INC.
=-= ~ = engineers. hydrogeologisls, suMyOlS a: management consultonts
= ~ ~ ,. 201 FAST PINE STREET - SUITE 1000 - ORlANDO. Fl 32801
. , , TELEPHONE (407) 839-3955 - rKt (407) 839-3790
- - lJCENSEl) BUSINESS NO. '5814
Job No:
Cadd File:
Field Date:
Drawn By:
Field By:
Field Bk/Pg:
99-092.11
nONES
3-27-01
SMF
N/A
N/A
.~
Lawrence E. JenkinS
Professional Surveyor & Mapper
Florida ReQistration #5.364
EXHIBIT n A-8.
8
SKETCH OF DESCRIPTION
(THIs IS NOT A SURVEY)
N
A
o
o
l")
II
=
..---
LINE TABLE
NOT -PLATTED
. .
W
-'
<(
U
U)
line
Bearing
N.28'17'19"E.
5.61'42'41 "E.
S.01'10'38"W.
Distance
343.92'
480.27'
49.44'
.."
...J ,
,
,
,
,
,
,
,
,
L1
L2
L.3
r /~ S.87'28'22"W. 585.45' I
POINT OF BEGINNING
/ 1/ I
/ /1 I
) //
. / R-3 I
/ fr)~ NOT -PLATTED L
< ~ /
/ , ..I...
\ #4.11 " " ~!j
.~ " ~
~ "- \ /ffJ..! /
~ ? \ p~
NOT-PLATTED I! ~/./ ---'\, -- _ _ \;~~ / /
/' ~ /' ", Ii
// /' "-', / WEST ROAD
// /' fS' LINE OF THE NW. 1/4 "7- /
~ SEC. 6-22-28 ,_ _ _
'\ /! / _ - - - 5.86-3a'40"W.1914.82'
-'<:- '- - POINT OF COMMENCEMENT
/
..... /. Q SEe COR., NW. 1/4,
'V C 2 OF SEC. 6-22-28
-- - cr FD. 4"X4" CM NOH
I ~~
~ ~~~
~ Q~$
~Q..::I
"" ~~~
---- ~ ~~
~-I ,.!.
~ ~
::;jkJ~
8tJ
(j
o
NOT -PLATTED
c~
~~
~~~~y
<O~ ~~~~
~O ~ O,co.
"', t'~~
", ~T
;sI~
SHEET 1 OF 2
Revision:
Revision:
,vision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
== :: ! = HARTMAN . ASSOCIATES, INC.
= = ~ = enginem, hydroglOlogisls, surwyotS at ~nt consultants
-
= r ~ '1 201 FAST PINE STREET - SlJIT[ 1000 - ORlANDO. fL 32801
. , . mEPHONE (407) 839-39" - fAX (407) 839-3790
- - 1 lICENSED BUSINESS NO. 15814
Job No: 99-092.11
Codd File: nONES
Field Dote: 3-27-01
Drown By: SMf'
Field By: N/A
Field Bk/Pg: N/A
~
Lo~nce E. Jenkins
Professional Surveyor & Mapper
Florida Re istration 5.364
'di,',...........-'" "'''_.... 10, ~ ·
-',,'oJ< ',~~"".,!~". ,."
.~..:.:.......i._'.......~- ~
.
SKETCH OF DESCRIPTION
(THIS IS NOT A SURVEY)
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28
EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN S.86'38'40"W., ALONG
THE SOUTH LINE OF SAID NORTHWEST 1/4, FOR A DISTANCE OF 1914.82 FEET;
THENCE RUN N.28'17'19"E., FOR A DISTANCE OF 1515.80 FEET TO THE POINT
OF BEGINNING; THENCE CONTINUE N.28'17'19"E., FOR A DISTANCE OF 343.92
FEET; THENCE RUN S.61'42'41 "E., FOR A DISTANCE OF 480.27 FEET; THEN~E
RUN S.01'10'38"W., FOR A DISTANCE OF 49.44 FEET; THENCE RUN S.87'2822"W.,
FOR A DISTANCE OF 585.45 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS 97029 SQUARE FEET OR 2.2275 ACRES, MORE OR LESS.
NOTES
1.) BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF
SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST. HAVING AN ASSUMED BEARING OF
S.86'38'40"W.
2) THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE AGREEMENTS
NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND
USE RIGHTS OF THE LANDS SHOWN HEREON.
3.) THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS.
CHAPTER 61-G17, FLORIDA ADMINISTRATIVE CODE.
SHEET 2 OF 2
Revision:
Revision:
ision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
- :; ! ~ HARTMAN Ie ASSOCIATES, INC.
= = ~ = eng;1lItIW, hydrogeologists, surveyors tit IIlOnagement consultont.
- ,
--....
_ ., ___ 11 201 EAST PINE STREET - SUITE 1000 - ORlANDO. n 32801
. , , TELEPHONE (40n 8J9-J955 - f'AX (.on 839-3790
- - LICENSED BUSINESS NO. '5814
Job No: 99-092.11
Codd File: 7Z0NES
Field Dote: 3-27-01
Drown By: SMF'
Field By: N/A
Field Bk/Pg: N/A
EXHIBIT · A_9n
q
SKETCH OF DESCRIPTION
(THIs IS NOT A SURVEY)
I
I
" if I I
, ..1.../
POINT OF / ,0 '\ t:fr / I
BEGINNING '" "
/ ;;> \ ~I/ I
NOT-PLATTED It''::7 /' ~""'" -- - - -f~/ I
A~ / "- I
/ i /' .................... II WEST ROAD
/ /7 '--1 - - -
'\ 'f- ~ T - - - - S.8S3a'4o-w. 1914,sr . I
- ...../1.- 1:. UNE 0, THE NW, 1/4 C- 2 POIN:..,OF S~F~~~~N6~w2E2oM1E2/N84~
'V SEC. 6-22-28 ~ 0 SEC. _ _
-- NOT-PLATTED " d FD. 4"X4" CM NOH
/ ~~
" ..... Q",,"-~ fl
" s;Q.. 1
~ oo~
~'t~
.......... ~ - - ~ :'?--
~ I $.
::;jkJ~
8~
(j
o
LINE TABLE
line Bearing Distance
l1 N.35'09'18"W. 179.56'
L2 N.4T29'33"E. 226.67'
L3 N.21'52'34"E. 402.58'
L4 N.02'31'38"W. 44.46'
L5 N.8T28'22"E. 179.08'
NOT -PLATTED
N
-
o
o
1'0
II
=
~
. .
W
-'
<(
U
(f)
f'..
I "
II ", ~
/ NOT-PLATTED "
I ,
-- ,
-- ,
,
,
,
,
,
,
,
NOT -PLATTED
R-3
I
I
I
I
L--
c~
~~
~~()~ ~
(a.. <9~!~
"1~() ~ O~
,.,., t".Li
I, ~T
..9~
NOT - PU,TTED
Revision:
Dote:
Dote:
Dote:
D<!vision:
J1/ision:
= 55 .s. 55 HARTMAN. ASSOCIATES, INC.
= = ~ = engil1lltQ, hydroqlOJooists. surveyors a: management consultonts
-
- - .... - 201 EAST PWE STREET - SUITE 1000 - 0RlAN00. Fl 32801
-., · --- 11, TELEPHONE (407) 839-39" - rl!X (407) 8.]9-3790
- - lICENSED BUSINESS NO. '5814
''"
-"
SHEET 1 OF 2
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
Job No:' 99-092.11
Codd File: nONES
Field Dote: 3-27-01
Drown By: SIotF'
Field By: N/A
Field Bk/Pg: N/A
/~
L wrence E. Jenkins
Professional Surveyor & Mapper
Florida Re istration 5.364
SKETCH OF DESCRIPTION
(THIs 151 NOT A SURVEY)
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE .RUN S.86'38'40"W., ALONG THE
SOUTH LINE OF SAID NORTHWEST 1/4 A DISTANCE OF 1914.82 FEET; THENCE RUN
N.28'17' 19"E., FOR A DISTANCE OF 691.48 FEET TO THE POINT OF BEGINNING;
THENCE RUN N.35'09'18'W., FOR A DISTANCE OF 179.56 FEET; THENCE RUN
N.47'29'33"E., FOR A DISTANCE OF 226.67 FEET; THENCE RUN N.21'52'34 "E.,
FOR A DISTANCE OF 402.58 FEET; THENCE RUN N.02'31'38"W., FOR A DISTANCE
OF 44.46 FEET; THENCE RUN N.87'28'22"E., FOR A DISTANCE OF 179.08 FEET;
THENCE RUN S.28'17'19"W., FOR A DISTANCE OF 824.32 FEET TO THE POINT OF
BEGINNING.
PARCEL CONTAINS 88761 SQUARE FEET OR 2.0377 ACRES, MORE OR LESS.
NOTES
1.) BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF
SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST. HAVING AN ASSUMED BEARING OF
S.86' 38' 40"W.
2) THERE MAY BE EASEMENTS AND RESTRICTIONS OF J RECORDS AND/OR PRIVATE AGREEMENTS
NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND
USE RIGHTS OF THE LANDS SHOWN HEREON.
3.) THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS,
CHAPTER 61-G17, FLORIDA ADMINISTRATIVE CODE.
SHEET 2 OF 2
Revision:
Revision:
vision:
Dote:
Dote:
Dote:
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
_ = .:. :: HARTMAN & ASSOCIATES, INC.
= = =. = .ngin"", hydrogeolo9isls, surveyol1l &: monog.ment consultonts
-
- - ~ - 201 EAST PINE STREET - SUITE 1000 - ORI.ANDO, n J2801
.- ,. , TELEPHONE (407) llJ9-J9SS - FAX (407) llJ9-J790
- - 1 UCENSED BUSINESS NO. 'S814
Job No:'
Cadd File:
Field Dote:
Drown By:
Field By:
Field Bk/Pg:
99-092.11
nONES
3-27-01
StoIF
N/A
N/A
/~
L~nce E. Jenkins
Professional Surveyor & Mapper
Florida Reqistration #5364
o
Exhibit B
Avanti/West Groves Rezoning
Proposed Commercial and Multiple-Family Configuration
LEGEND
D City Jurisdiction
D County Jurisdiction
~ R-1AA, Single Family Dwelling
() ~ R-3, Multiple Family Dwelling
. C-2, Community Commercial