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Home My WebLink AboutVI (C) Second Reading of Ordinance No. 2001-11, Avanti/West Groves, Rezoning, Case No. RZ-00-04-01 Agenda 6-05-2001 Item VI C CENTER OF GOOD LII'ING-PRIDE OF WEST ORANGE` Al S MOR•COMMISSIONER S.SCOTT VANDERGRIVI Ocoe COMMISSIONERS K TCITY OF OCOEE DANNY HOWELL ��V3 1�f" ^ I50 N. LAALSIIORE DRIVES((11 I ANDERSON • r111JR a OCOEE,FLORIDA 34761-2258 RUSTY JOHNSON ii; (407)905-3100 NANCY I. PARKERAc IINO CIrY MANAGER r� JIM GLEASONe or coot, STAFF REPORT DATE: May 9, 2001 TO: The Honorable Mayor and City Commissioners,n FROM: Kirsten McGinnis, Senior Planner A'VI j THROUGH: Russ Wagner, AICP, Director of Planning SUBJECT: Avanti Rezoning (Case No. RZ-00-04-01) Ordinance 2001-11 ISSUE: Should the Mayor and City Commissioners adopt Ordinance 2001-11 approving the proposed de minimis rezoning? BACKGROUND: The subject property (a portion of the West Groves) is located north of the Coke Property, west of Ocoee-Apopka Road (Exhibit A of Ordinance 2001-11). The Avanti/West Groves PSP comprises approximately ±383.1 acres, a majority of which is zoned R-1AA, and the remainder zoned R-3, Multiple-Family Dwelling District, and C-2, Community Commercial District. The Avanti/West Groves property was annexed into Ocoee in 1992 via Ordinance 99-32 and rezoned via Ordinance 99-33. The locations of the C-2 and R-3 parcels were selected to align with the West Road/Ocoee-Apopka Road intersection. The rezoning was requested by the applicant to accommodate the realignment of Clarcona Ocoee Road (a.k.a. West Road). The rezoning will not result in an increase in the C-2 or R-3 acreage and is therefore a de minimis change. Exhibit B of Ordinance 2001-11 depicts the proposed reconfiguration of the R1-AA, C- 2 and R-3 parcels. DISCUSSION: The subject property is designated Low Density Residential (<4 du/acre), High Density Residential (8-16 du/acre), and Commercial on the City Future Land Use Map and Joint Planning Area Map. The proposed de minimis rezoning is consistent with Ocoee Future Land Use Map and Joint Planning Area Map, as amended. Staff has determined that the de minimis rezoning is consistent with Ocoee's (1) Comprehensive Plan; (2) Future Land Use Map; (3) Land Development Code; (4) Joint Planning Area Agreement with Orange County; and (5) surrounding land uses and zoning classifications. PAGE 2 MAY 9, 2001 HONORABLE MAYOR AND COMMISSIONERS PLANNING AND ZONING COMMISSION: On May 8, 2001 the Planning and Zoning Commission held a public hearing to consider the Avanti /West Groves rezoning. No one spoke in favor or opposition to the request. The Planning and Zoning Commission unanimously recommended approval of the rezoning. STAFF RECOMMENDATION: Staff respectfully recommends that the Honorable Mayor and City Commissioners adopt Ordinance 2001-11 approving the Avanti/West Groves Rezoning, Case Number RZ-00-04-01, to reconfigure the R1-AA, C-2, and R-3 parcels as shown in Exhibit"A". Attachments: Ordinance 2001-11 Exhibit A Legal Descriptions(Exhibits A-1-A-9) Exhibit B O\CALEXANDER'ALL_DATA\cAPDFILE\Staff Reports\SR2001\SR01028.doc Copy of Public Hearing Advertisement Date Published Orlando Sentinel llmaday, May 24,2001 Advertisement CITY OF 040E1 NOTICE OP SEAMY;TO CDNIIDIR mON E OROIIMIWE CASE ma re mow Len,Deielopn•n. P1001 an or-I sun In„eal.ar CI print CC gi w" ORDINANCE NO COM ORDINANCE CM THE OM OF OCOW FICATIOry ON CURTAIN PORTIONS PROPERTY Leona wen OF ROM ROAD AND NORTHWEST 1 WRIT FAMILY[Vamp'MAC FOR :CATION SUMMED SY THE PROPERTY OWNERS FROM C I COMMUNITY'RELL ClACRES FROM COMMENTER cOMMER DIAL MINIM!PO II SW WI WIMPY MERINO DinFIMI(OR PARCEL 4 CON RIOTING OF APPROXIMATELY 0 en ACRID FROM M RAW FAMILY{MEWLING RAWLY DISTRICT CLI FAMILY COMMMERCIAL CISTR ACT. COMMINITY O A4AEI APPROXIMATELY I)OW • :E¢n"DISTRRICT.FO COMMERCIAL M▪ FROM ORDINANCE NO. 2001-I1 CASE NO. RZ-2000-04-01: AVANTI/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 APPROXIMATELY 2.801 ACRES; FROM C-2, COMMUNITY COMMERCIAL DISTRICT, TO R-I AA, 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-IAA, SINGLE FAMILY DWELLING DISTRICT, TO C-2, COMMUNITY COMMERCIAL DISTRICT, FOR PARCEL 6 CONSISTING OF APPROXIMATELY 0.042 ACRES; FROM R-3, MULTIPLE FAMILY 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-IAA, SINGLE FAMILY DWELLING DISTRICT FOR PARCEL 8 CONSISTING OF APPROXIMATELY 2.227 ACRES; FROM R-IAA, SINGLE FAMILY DWELLING DISTRICT,TO R-3,MULTIPLE FAMILY DWELLING DISTRICT FOR PARCEL 9 CONSISTING OF APPROXIMATELY 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-1AA, 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-IAA, 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-IAA, 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-1AA, 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-1" 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 ii91-28, adopted September 18, 1991, as amended (the "Ocoee Comprehensive Plan"); and 2 006.215445.2 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- IAA, 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 3 006 215445.2 made a part hereof, is hereby changed from R-1AA, 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- IAA, 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-IAA, 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. 4 006.215445.2 PASSED AND ADOPTED this day of ,2001. ATTEST: APPROVED: CITY OF OCOEE, FLORIDA Jean Grafton, City Clerk S. Scott Vandergrift,Mayor (SEAL) ADVERTISED MAY 24, 2001 READ FIRST TIME MAY 15, 2001. READ SECOND TIME AND ADOPTED ,2001. Under Agenda Item No. FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE,FLORIDA. APPROVED AS TO FORM AND LEGALITY this day of ,2001. FOLEY & LARDNER By: City Attorney O:\CALEXANDER\ALL DATA\CAPDFILE\FORMS\200I FORMS\FORMS01025.doc 5 006.215445.2 20 X W d a r1 I.n N N in I, n O OOOI.oco0MN N O O O M N N M Mcn M M N Q N N Q v CC C C .V C Na)�a) E o 0 o E E 3 0 3 V, 0 0 -•EUU— E ii� ELL. ELT a3a)a)S°-a)33LLa) EC,0a) EE0 75 E o Cy o3 c c U�2:U) UUce JD� U U U � C •_' t6 C 2 La C 0a)�a)a)--W(U— L — L L C a-- c N E o E E 3 3 0 0 3 C O — 0 0 U - U U Z 'E fuzz— LL E 'E fo m LL m M iL iL W a) ►L E_EEa)� a) E ,_, E E +' :rj75 c 5 c Uf UUtncn�iin H NM Into N00M t0 a E%HT131T -A-3' 3 SKETCH OF DESCRIPTION (THIS IS NOT A SURVEY) N CURVE TABLE NO. RADIUS DELTA ARC CHORD CHORD BEARING O 1 840.00' 00'26'32 6.48' 6A8' S.44'29'25"W. 0 2 760.00' 13'56'17. 184.88' 184.43' N.58'45.02-E. to 3 600.00' 34'54'55" 165.63' J60.00' SA4'IS'ICE 4 600.00' 04'53'13" 51.18' stt6' S29.1423'E. II 5 840.00' 2r0413 103.66' 10359' 5.48'14'471y. _ 6 840.00' DT04'll" DETAIL "A" ' NOT TO SCALE CD/• \ / V I y, --I / NOT—PLATTED �----� c— �� POINT OF BEGINNING / _ _ _ — \/ // / /// I / / I / / I / 1 / R-3 1 / /\ / / NOT—PLATTED L A / / 3P/«, _/ NOT—PLATTED / ,\ _7y / c \\ SEE ABOVE / DETAIL "A" WEST ROAD S. LINE OF THE NW. 1/4 Y. / / - / SEC. 6-22-28 _ �.7 a 1._ � � 506O0'dD'W. t912.69 7 ♦/ / POINT OF COMMENCEMENT POINT OF BEGINNING O SE. CUR.. NW. 1/4. OF SEC. 6-22-28 0-2 / n p FD. 4'64" CM NON NOT—PLATTED in tt N / / cat,. Ap \ - J // , LINE TABLE G� 9 \ ' _ �// o Line Deming Distance '• LI N.20'1J'19'E 319.11' NC ®v, e% NOT-PLATTED ie 2 r AT L2 N.28'07'19'6. 319.11' q _YY /� L3 N.9705:10'W. 12475 ~2Fp OA I J4/ ` LO N.35'09 I8W. I5.81' QL: (/ , Q/.[/ L5 N.28'1I'19'E 16834: '/ 0.) L6 5.51'46'S4'W. 020.22 99 VU 0 SHEET 1 OF 2 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Revision: Dote: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Dote: Job No: 99-092.1 I Revision: Dote: Cmdd File: ?ZONES — __ = Field Doto: 3-n-ol _ - HARTMAN & ASSOCIATES, INC. Drown BSMF mm -S egb n,.MtumbDo,run,n a menage..a mnwmnl. Y: - Lawrence E. Jenkins M q Field By: N/n N▪I r A• In[ntom mot V9__I Kw two •!3 nm Professional Surveyor & Mourn' F en 1 uaymoMa!MI. Field Bk/Pg: VA Florida Registration 05364 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 5.86'38'40V.. ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4 A DISTANCE OF 1912.69 FEET TO THE POINT OF BEGINNING. SAID POINT ALSO BEING A POINT ON A NON-TANCET CURVE CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 840.00 FEET, A CENTRAL ANGLE OF 00'26 32', A CHORD BEARING OF S.44'29'256N. AND A CHORD LENGTH OF 6.40 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,28'12'19-E.. FOR A DISTANCE OF 319.11 FEET: THENCE RUN N.51'46154'E., FOR A DISTANCE OF 237.30 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 760.00 FEET, A CENTRAL ANGLE OF 13'56'I7', A CHORD BEARING OF N.5845'612 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.77'05'101Y„ FOR A DISTANCE OF 12478 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 34'54'55'. 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 MC 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 2T14'36'. A CHORD BEARING OF 5.65'24'12'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 6.51'46'54"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 5.4E1'14'47"W. AND 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 SOUARE FEET OR 2.8019 ACRES, MORE OR LESS. NOTES I,) BEARINGS SHOWN HEREON ME BASED ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, HAVING AN ASSUMED REARING OF 5.86'38'40"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-G12, FLORIDA ADMINISTRATIVE CODE. SHEET 2 OF 2 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Revision: Dote, RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Dote: Revision: Job No: as-anal Date: Gadd Drove File: noxzs °_ = HARTMAN A ASSOCIATES, INC. Field Date: >-�,-01 wsmm..MAewlowaa fawn A mmmWm.m am„none Drown By: ur • 201swab • un Net s -wlrt 14m-wurm,n amol Field By: VA Lawrence E. Jenkins NI / IN7 1 TEMPHAz 1IC?)'-3Cs5EO n Iu,Purl w-arm Professional 5urve & Mapper Field Bk/Pg: N/A Florida Registration#5364 EUIIBI1' •A-4• 4 SKETCH OF DESCRIPTION (THIS IS NOT A SURVEY) N 0 0 M II LINE TABLE a U / \ I In Line gearing Distance / d LI N.28'I J'19'E. 314.00' / L2 N.28'17'19'E. 377.48' / NOT-PLATTED N\ L} 5.15'09'1B'E. 75.81' / \ L4 SJ705'10 E. 124.78' _ — L5 5.51'46'54FV. 237.38' r - 7-- — - - / / \ NOT-PLATTED / // I / Curve number I I /// R-3 I / Roaiuse 760.00 / / NOT-PLATTED Delto= I1'56'17' L — / Aron 184,98 Ton gent- 92.90 Cnorb- 184.43 / \ / Chord Brg. 5.59'4502Y1. \ I/ Arwtg/ • p /NOT-PLAITED - P e • / / /POINT�BEGINNINO \\ ` /`Iy/WEST ROAD s e6'Sa'�ow.i914.e2\ r -LII / iT POINT OF COMMENCEMENT `S. LINE OF THE NW. 0— SEC. 6-22-28 / OF SEC. 6-22-28 NOT-PLAITED / (.)¢ FD. CX4" CM NO/ in et '' ' cam^ / oa F _ D ST \ _ o(N��,y�,C NOT-PLATTED f = o re,y 0 II 0� 0 SHEET 1 OF 2 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Revision: Dote: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Dote: Job No: 99-092.11 Revision: Dote: Cabo ?ZONES HARTMAN & ASSOCIATES, INC. Field Doteate: -..-or C rimers.M ww w ernewiL304.ROMPS a ree .ew ewenelr Drown BY: sSWAwn�1 201 osr sec soot sot rw-LMWW.o sow Field By: NA Lawrence E. Jenkins MI T — — 1 rtanaxE(we)Ioo-te 9 3 OX{r01 enam N e Professionol Surveyor & Mapper 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 5.86'38.40"W., ALONG THE SOUTH LINE OF SAID NORTHWEST I/4 FOR A DISTANCE OF 1914.82 FEED THENCE RUN N.2131 Y19'E. FOR A DISTANCE OF 314.00 FEET TO THE POINT OF BEGINNING; THENCE RUN N.28'1Y19 E., FOR A DISTANCE OF 377.48 FEET; THENCE RUN 5.35'09'18"E., FOR A DISTANCE OF 75.81 FEET; THENCE RUN S.77'05'1O"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'I7 . A CHORD BEARING OF 5.56'45'02'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 5.51'46'54'W., FOR A DISTANCE OF 237.38 FEET TO THE POINT OF BEGINNING, PARCEL CONTAINS 29000 SQUARE FEET OR 0,6657 ACRES, MORE DR 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 5.86'38'40'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. 3.7 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-G1I. FLORIDA ADMINISTRATIVE CODE. SHEET 2 OF 2 Revision: Dote: NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Dote: Revision: Dote: No: 99-002.11 Dote: Cadd File: IzoeES e HARTMAN & ASSOCIATES, INC. Field Date: a-n-ol — =a a— „Nl..wn,aprywk9N..,lmla.,•meNgemoal tem.ua.l. Drown By: stir Nl mi Ia• wm- YIE i 9-9N 9o9.r aI Field By: N/A Lawrence E. Jenkins5 Tee rz`E I urr e13X{10D Ca9.ngo RP la R4 AP... ,,.. Professional Surveyor ea Manner EB1IBIT "A-5" S SKETCH OF DESCRIPTION (THIS IS NOT A SURVEY) N CURVE TABLE 0 0 ND. RADIUS DELTA ARC CHORD CHORD BEARING N) 1 840.00' 08'38'59- 126.81 126.69' N.39'56'40'6. 2 960.00' 15'46'43- 264.37' 263.54' N.43'53'32-E II DETAIL "A" NOT TO SCALE I Q i n U. POINT OF / BEGINNING /^\\ / \\� I — / — / NOT-PLATTED L., , r —t - - / ss /' / / / NOT-PLATTED / / / // R 3 / / / NOT-PLATTED ( L — �\ // V • y 3./ 3 r// NOT-PLATTED / 7 (( e //,i j \\ _7y SEE ABOVE DETAIL 'A" ` (.0 / \`. / WEST ROAD ry S. LINE OF THE NW. 1/4 / — — }r SEC. 6 22-20 \ ` �/,v 1 -- 5.86'38'40"W.1914.82' r — /• LI POINT OF BEGINNING C-2 / POINT OF COMMENCEMENT 4 ` SE. COR., NW. 1/4, L2 \ OF SEC. 6-22-26 NOT-PLATTED / C\ O FO. exe cm Noy / V- , e \ oo: 4 s LINE TABLE /g1'Sp9 \ �Q 4 �`•40`p,Y �/�A _ ___ _ __.- / / £ Line Bearing Di.,ancc y4 Nor-PLATTED _ LI s.26',r,9"W. t0 `A% , .� L3 5.63'36'26'E. 45.26E. ' `r9 ' I O� L4 5.4P55'03'E 56.65' `9'pl UU L6 5.2B'I]'19'W. 314.00'6 II 0 • SHEET 1 OF 2 Revision: NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Dote: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Date: Job No: 99-oo7a, RevIsio^i — Dote: Caatl File: ROSES = = - HARTMAN & ASSOCIATES, INC. Field Dote: .-n-a, -- =A-a— r4nen 1,4,004:1..sawn a never,morrow Drawn By: SMF II� • 201 nn m ,w-s.n o-aeww.it ovmi Field By: N/A Lawrence E. Jenkins MI I — — , , (Mr) )m--�e3- nu Ion u9-nw Professional Surveyor er Mapper taISED maIwu Field Bk/Pq: VA • 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 886'3040W.. ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4 A DISTANCE OF 1914.82 FEET TO THE POINT OF BEGINNING; THENCE RUN 5.20I 719W.. 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 039'56'40W. 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 SAID CENTERLINE THE FOLLOWING THREE COURSES AND DISTANCES; N.54117'59'W.. FOR A DISTANCE OF 18.26 FEET: THENCE RUN N.63'36'28W.. FOR A DISTANCE OF 45.26 FEET; THENCE RUN N.405503W.. 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 1046'43", A CHORD BEARING OF N.43'5302-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.51'4054'E., FOR A DISTANCE OF 182.84 FEET; THENCE RUN 5.28'17'19W.. 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 I.) BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OE THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH. RANGE 2B EAST. HAVING AN ASSUMED BEARING OF 5.8038'40W. 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 51-G17. FLORIDA ADMINISTRATIVE CODE. SHEET 2 OF 2 Revision: NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Dote: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision. Date: Job NO: v9-09x. Revision: n Dote: Coda File: BONES A a HARTMAN A ASSOCIATES, INC. Field Dote: 3-2>-ot - C wgaNA inaiww6gna wn.m k m.ruawwx wN um, Drawn By: Sur wtit e ml[u rAa sam-sort loco-oxame¢FL u Field By: T N/A La encc E. Jenkins �1♦ 1 lewwE He') MACS - FAX w-nmmi Professional Surveyor & Mapper m Pia j OsaM Field Bk/Pg: x/e Florida Registration #5364 EXHIBIT 'A-6' i SKETCH OF DESCRIPTION (THIS IS NOT A SURVEY) N CURVE TABLE o NO. RADIUS DELTA ARC CHORD CHORD BEARING O 1 840.00' 00'26'32" 6.48' 6.48' 5.44'29'25'W. 2 840.00' 08'38'59- 126.6Y 126.69' N.39'56'40"E. II Lai J U DETAIL "A" /^`b.,. N NOT TO SCALE / by / A — \ / NOT-PLATTED `b POINT OF BEGINNING /� / — — - - C-2/ / / / N. � � � // R 3 / / / NOT-PLATTED /�,\ L A. 3 4 .5 ....„ . _ ___ ,�/ NOT-PLATTED / ,,," ---____ , ,..„,,, \ 1 SEE ABOVE /] DETAIL A" / / b....., / / / b. WEST ROAD / rS. LINE Of THE NW. 1/4 `5, / _ SEC. 6-22-28 B6' /—r �� S3BYl'4D . 191369' W POINT OF BEGINNING C—2 POINT OF COMMENCEMENT / \G �(C-2 NOT-PLATTED / ^ O DE SEC. 6 CMzNO/ \//\ OF 4'x4' CM -28 tr)re \ / Q4 � en LNF _ _ — / �Q 3 T 4'v>fo OF/ NOT-PLATTED 2,WI�/. N LINE TABLE 9gJ ce / O W Line Scoring DiSlarCe • UO L1 5.26'cor O L2 N.54'1]'S99' 25 W. PS.8 I' SHEET 1 OF 2 Revision: Dote: NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Dote: Revision: Job No: 99-o99sI Dote: Cadd File: >ZONES A - HANTMAN A ASSOCIATES, INC. Fiela Dote: o-n-ol _ - r,01,wa nr*o9ro69m..r..,m a wco rroml.vr.rN�.e Drown By: Sur q ni[ul rrrt in -mrR laq_pWiW.It JiWI Field By: N/A La renee E. Jenkins IN 1 '- , la[eroc lm�lu9--nm - rJ(w1l exaNe Professional Surveyor & manner as n r,,.I ni./n_. .... 4 SKETCH OF DESCRIPTION (THIS IS NOT A SURVEY) DESCRIPTION: A PARCEL OP 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 5.86738'40-W., ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4 A DISTANCE OF 1912.69 FEET TO A POINT ON A NON-TANGO CURVE CONCAVE SOUTHEASTERLY. HAVING: A RADIUS OP 840.00 FEET. A CENTRAL ANGLE OF O0 26'32'. A CHORD BEARING OF 5.44'29+25"W. AND A CHORD LENGTH OF 6.4B 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.2812'19GV.. FOR A DISTANCE OF 127.41 FEET TO A POINT ON TIIE CENTERLINE OF STATEN BRANCH AS FIELD LOCATED ON 4-1-99; THENCE RUN N.54'17.59'W., ALONG SAID CENTERLINE FOR A DISTANCE OF 25.81 FEET; TD A POINT ON A CURVE CONCAVE SOUTHEASTERLY, HAVING: A RADIUS OF 840.00 FEET, A CENTRAL ANGLE OF 05'38'59", 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 ME BASED ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST. HAVING AN ASSUMED BEARING OF 5.06'30'40'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 61-017, FLORIDA ADMINISTRATIVE CODE. SHEET 2 OF 2 Revision; Dote: NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, Revision: Date: Job No: se-on.II Revision: Dote: Cade File: noun a- A = HARTMAN & ASSOCIATES, INC. Field Dote: -27-ol — — •ro.MA'wal"wAmr•A•ane9.aM"M IIanI. Drown By: s.F ai • q 201(Cl Nis mm-sae yaw-Pn.+oo.n n Field By: N/A L re nce E. Jenkins T �' T x[wani 01¢x Cot aaa5 - FAX Lwxl ew-3790 Professional Surveyor k Mapper w S . Field Bk/P9: xp Florida Re tration P5364 Pis E OfIBIT 'A-Y SKETCH OF DESCRIPTION (THIS IS NOT A SURVEY) N CURVE TABLE o NO. RADIUS DELTA ARC CHORD CHORD BEARING 1 600.00 30'0142" 314.45' 310.57' N.48'41'511Y. 2 540.00' 26'15'24' 293.29' 290.73' 5.67'50'48"E. II -J LINE TABLE J n s. 0Line gearing Distance / / \ L1 S.2W1]'IBYI. 19.90' \ L2 N.6142'4158. 390.01' / \ L3 S.24'43'06"E. 440.56' / NOT-PLATTED \\ L4 5.281Y1S W. 287.85' / \ s.sa / I NOT-PLATTED / / // I / R-3 // / NOT-PLATTED\\ L ��, I yPd/// 2 Ltd. NOT-PLATTED / „A7 / [3 ¢ // /V' C—2 POINT OF / BEGINNING / / / / WEST ROAD / \`1- —� �'�}� _ 5.06'38'401V. 6499Y \/.' ems. LINE OF THE NW. 1/4 / V POINT OF COMMENCEMENT "`CCC SEC. 6-22-20 Q SE CUR.. NW. 1,4, OF SEC. 6-22-28 C-2 / ^ O FD. 4.64' CM N0j NOT-PLATTEDin \ / `4' i N / 1 oQ g e N / oo . �f/4 tet/Ga,op. NOT-PLATTED / . / -o /oy O I 99l I VU _..o SHEET 1 OF 2 Revision: i Dote: NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL or A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Date: Revision: Job No: 99-092.11 Dote: Codd File: >ZONLS HARTMAN & ASSOCIATES, INC. Field Dote: .,-2>-°, — . - tore r000....vary,.A...red amwlom. Drawn By: Sur = i An, 1MI 1«1n -5,, _ wm a nm Field By: N/A Lo ante E. Jenkins w 1 �7 1 20inmost(w mfSw-�xrs- FM 407)Sir-nw Professional Surveyor & Mapper vt a rpin RL/Pm ..n p SKETCH OF DESCRIPTION (THIS IS NOT A SURVEY) DESCRIPTION. A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANCE 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-APOPIU ROAD) AND THE POINT OF BEGINNING; THENCE RUN S.2812'18W., ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 19.90 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY LINE. RUN N.61b2'41-W., FOR A DISTANCE OF 390.01 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY. HAVING: A RADIUS OF 600.00 FEET, A CENTRAL ANGLE OF 30'01.44", A CHORD BEARING OF N.4641'51"W. 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 26'15'24", A CHORD BEARING OF S.8T50'40 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.74'43'067E., FOR A DISTANCE OF 440.56 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF COUNTY ROAD 437 (OCOEE-APOPKA ROAD): THENCE RUN 5.28'17$1 B"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 25 EAST. HAVING AN ASSUMED BEARING OF 5.86'38'401W. 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-G12. FLORIDA ADMINISTRATIVE CODE. SHEET 2 OF 2 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Revision: Dote: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: pale: Job No: a -osa1 _ Revision: Dote: Cadd File: SZONES OM A e HARTMAN & ASSOCIATES, INC. Field Date: —t+—a, .NM.x,upmFFAMI L x,..,a,..nw,x.x,l..r..II.N. Drawn By: sPF �� rot 2As1 n4 imp-sun go,-amwm,it seeo Field By: N/A Lawrence E. Jcn kips • I (tee 1 `WOK U�1�--xm r (mp unarm 1 Protessionol Surveyor & Mapper w jwu Field Bk/Pg: xp Florida Registrotian #5364 DtHIBIT "A-8" gJ SKETCH OF DESCRIPTION (THIS IS NOT A SURVEY) N 0 0 M II LINE TABLE NOT-PLATTED I J Line Bearing plalonca < Lt N.28'p'19'E. 343.92' V L2 5.61'42'41-E. 480.27'L3 S.0110'388. 49oaa? I -J / S.BT2B'231Y. 685.45 \ // POINT OF BEGINNING I \� NOT-PLATTED / / / / / a/ / R-3 / 00/ NOT-PLAITED L — — K ` 1 / N / \ `,/ N 3e / `!\ A r S 1 W \� — yP th/ NOT-PLATTED / / (� , /� \ \/ / e �7 / /� / \iii'''S. LINE OF THE NW. 1/4 �� / WEST ROAD \ / r / —I SEC. 6=22-28 5.86' A,BY � r / _ _\f Y 35'40-W. 191 -.4/ / POINT OF COMMENCEMENT 0-2 o OF S CR..6"22138! iN i 0Q f L �(y.S ; U 3TN. \ ` ° yGL� _ — I i : <oGro cOT ct CS)j y SHEET 1 OF 2 Revision: Date: NOT VALID WITHOUT THE SIGNATURE AND TILE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Date: Revision: Job No: ee-oz.I Date: Codtl File: 7ZONES A a HARTMAN & ASSOCIATES, INC. Field Dote: 3-27-01 f� . . .ono.N oc,Qb n..n,.,.n s ieo.ewirent.enmem. Drown By: stir I• •w VS..-mat-%nEi o-Mu.W.n n Field By: N/A Lo ranee E. Jenkins - p '- I ¢¢Haw[Iwr1 uo-»v - r 1w81131-no � Professional Surveyor & Mapper uusm aJ MSt w.ryu 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 2B EAST: THENCE RUN 5.86'38'4014.. ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4, FOR A DISTANCE OF 1914.82 FEET: THENCE RUN N.28'17.19 I.. FOR A DISTANCE OF 1515.80 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE N.28'17.19'E.. FOR A DISTANCE OF 543.92 FEET; THENCE RUN S.61'42'41-E„ FOR A DISTANCE OF 480.27 FEET: THENCE RUN S01.10'38.W., FOR A DISTANCE OF 49.44 FEET; THENCE RUN S.8728'22 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 5.86'38'40'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-C17. FLORIDA ADMINISTRATIVE CODE. SHEET 2 OF 2 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Revision: Dole: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Dote: Job NO: 99-a9x.11 Revision: Dote: CGdd File: TzoNLS S = HARTMAN & ASSOCIATES, INC. Field Dote: -27-01 ro wry bytopo L were.•mono- em vwl vo,M rawn D By: Sur IgNI V fl STRICT.SUITE 1000 ,n 1x Field By: N/A L (once E. Jenkins • F -- 1 rtaro.L trlR)�5953 ,r 007)OD-1190m Field Bk/Pg: x/n Professional Surveyor & Mopper AM" / 9: Florida Registrotion #5364 ' E%FIMIT 'A-9" SKETCH OF DESCRIPTION (THIS IS NOT A SURVEY) N 0 0 M II Ili LINE TABLE 1 u Line Bearing Distance /FT.\ I N LI N.35•09.18w. I79.56' / L2 N.4729•33'E 225.67' / L3 N.2r52b4'E. 402.58. / NOT-PLATTED L4 N.0r W 31 38 . 44A6 \-,, L5 N 8T26'22 E. 179.08• LS / _ • ris ss NOT-PLATTED et I \ / "9 wh I Q" / R-3 11 8 NOT-PLATTED N. / , / \ 3r POINT IN \ Q�r// BEGINNING /i \ Zvi / J _ `�d NOT—PLATTED /.P/ ( p , , v ........ _.., /�// .. �4 / \ �im , / WEST ROAD \ .7 — \ y// - - - - . i _ r _`� — — s.es�ie'ADw. rel a.ez' ` '/ rT 0r� POINT OF COMMENCEMENT V _ `-S. LINE OF THE NW. 1/4 —L SEG. 6-22-28 / SE COF.. NW. 1/4, i NOT-PLATTED / ^ O �D. iEx46tu2 NoA \ /N / as A. c N oo .L wrg 'fIo2 4 �FNOT—PLAITEDI2u -& O9 �o(I/ v SHEET 1 OF 21 Revision: NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Dote: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Dote: Job Nei' : -092ll Dote: Dodd File: 'ZONES HARTMAN & ASSOCIATES, INC. Field Dale: +-zr-al — — — = rt.,e.,1,0m9.01001i,sows a mem9m.m con.iEws Drawn By: Sur • ffse No wo, SS •1 291 un„C mu_We[mw_on FL w Field By: N/A L wrong° E. Jenkins 1 '� I IaTHox[Iw+l wfa9v - ru lwp mfamm� N/A_ Professional Surveyor & Mapper ,, a1 -"53 ,0 Iuu Field Bk/Pg: __— (.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 5 B6'38'40Y1., ALONG THE SOUTH UNE OF SAID NORTHWEST 1/4 A DISTANCE DI 1914.82 FEET: THENCE RUN N.28'1719)1E., FOR A DISTANCE OF 691.48 FEET TO THE POINT OF BEGINNING: THENCE RUN N.35'09'181Y., FOR A DISTANCE OF 179.56 FEET: THENCE RUN N.47129'33'E. FOR A DISTANCE OF 226.67 FEET: THENCE RUN N.21'52'3411E., FOR A DISTANCE OF 40258 FEET: THENCE RUN N.02131'38 1N., FOR A DISTANCE OF 44.46 FEET; THENCE RUN N.87-28'22"E.. FOR A DISTANCE OF 179.08 FEET; THENCE RUN 5 2617'19 W,, FOR A DISTANCE OF 824.32 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 86761 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, RANCE 28 EAST. HAVING AN ASSUMED BEARING OF 5.86138'40PN. 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: Dote: NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Dote: Job No: s -ev].11 Revisions Dote: Cadd File: 7ZONLS HARTMAN & ASSOCIATES, INC. Field Date: -n-ol !4 p mglm.n.Ma�9wIm+M..„...,,,.W me w..m eo..ammr Drawn By: ur W ml Iwi son-wrt,000_ n „m Field By: RAe L wrencc E. Jenkins Mapper ^ 1 MWrr(�)639-m„ - r F19o))M-3790 Professional n Cl Surveyor & arswx w.15814 Field Elk/Pa: N/A �, - . . 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, RANCE 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. 432, SAID POINT BEING THE POINT OF BEGINNING.; THENCE RUN 5.28'17'18"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 5.22'I4'52"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: 5.6740'12W., FOR A DISTANCE OF 15,67 FEET: THENCE RUN 5.63'0235W.. FOR A DISTANCE OF 40.91 FEET; THENCE RUN SJ2'23'D2W., FOR A DISTANCE OF 64.33 FEET; THENCE RUN S,83"17'07-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.78'20'0OW., FOR A DISTANCE OF 71.22 FEET; THENCE RUN N.82'19'04W„ FOR A DISTANCE OF 43,58 FEET; THENCE RUN S.89'05'45W., FOR A DISTANCE OF 62,27 FEET: THENCE RUN N.88'00'00W., FOR A DISTANCE OF 42.47 FEET: THENCE RUN N.73'29'08W., FOR A DISTANCE OF 43.87 FEET: THENCE RUN N,58'44'26W., FOR A DISTANCE OF 115.46 FEET; THENCE RUN N,5V50'28W., FOR A DISTANCE OF 79.39 FEET THENCE RUN N.50'22'53W., FOR A DISTANCE OF 99.34 FEET: THENCE RUN N 48'09'301W.. FOR A DISTANCE OF 106.31 FEET; THENCE RUN N.42'59'16W., FOR A DISTANCE OF 99.02 FEET: THENCE RUN N.35'1709W„ FOR A DISTANCE OF 87.84 FEET: THENCE RUN N.73'31.35W, FOR A DISTANCE OF 71.00 FEET; THENCE RUN N.54'12'59W., 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.43'42'02"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 53'30'00". A CHORD BEARING OF N.78'31'54.7. AND A CHORD LENGTH OF 576.13 FEET: THENCE RUN ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF 597.50 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 5.28'12'18W., ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 287.85 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 9764133 SOUARE 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, RANCE 28 EAST. HAVING AN ASSUMED BEARING OF S.8638'40W. 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: Dote: NOT VALID WITHOUT THE SIGNATURE ANO THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Date: Job No: e Revision; Dole: Ccdd File: cz_zoxmc Ea aDate: 3-21-01 HARTMAN A ASSOCIATES, INC. C oeeo,roowewlw:ete,eo e„A mo•owmeei rv,e.o. Drawn BY: u 17 - _ Field By: re loir(aIWm-3 SS- apo7)eeio nao� N/A Lawrence E. Jenkins F �7 SNProida Rnol Surveyor a MOOPer 'n�juu Field Bk/Pg: N/A Florida Registration #5364 LAILf1T -rt-1- SKETCH OF DESCRIPTION (This IS NOT A SURVEY) N LINE TABLE LINE TABLE CONTINUED Line Bearing Distance Line Bearing Distance LI 5.86'3840'W. 649.91' LI 3 N.513"I4'26Y1. 115.46' WI l2 S.26'17.181y, 161.84' L14 N.51'50'28 W. 79.39' N) L3 S.6T40'121Y. 15.6J' L15 N.50'22'53YI. 9934' L4 5.63'02'35'W. 40.91' L16 N.48'09'3011. 106.31' II L5 5.72'23'02'W. 6433' L17 N.42'59'162( 99.02' L6 S.63'1)'07"W, 90.41' LIB N 35'1J'09"W. 87.84' V N.89'09'31"w, 64.56' L19 N.73'37'351'4 71.00' L8 N.JB'20:00DN. 71.22' L20 N.54i7.59"W. 65.09' L9 N.82'1904Y1. 43.55' L21 N.51'46'54'E. 420.22' W L 1 0 5.89'05'45"W. 62.27' L22 SJ4'43'O6"E. 440.56' J L11 N.88'00'00'W. 42.47' L23 5.24 'W 12'18 . 28I,85' < L12 N.2S2908^W. 43.87' U In • R-3 NOT-PLATTED 3P NOT-PLATTED 3 4p • 122 • A� POINT OF BEGINNING WEST ROAD C-2 POINT OF COMMENCEMENT - s. uNE OF THE NW. 1/4 NOT-PLATTEDI Q SE. CUR., NW. 1/4. SEC. 6-22-28 6' PU. POWER CORP. OF SEC. 6-22-29 L20 L19' EASEMENT .CC FO. %a Cu NOp B (O.R. 2751. PC. 730) O/ i(c l(S 5L4 Sr WS�F^^T,'/9 �� `•yw ('J 111 02 L10 L9 L6 V Lfi / 310O( �` NOT-PUTTED F 44�'Qg4CO� a r 99lHZ O 4I UO V • CURVE TABLE 0 NO. RADIUS DELTA ARC TANGENT CHORD CHORD BEARING 1 2351.63' 1704'51' 495.09' 248,87' 494.97' 512'14'52'W. 2 840.00' 16'09'43" 236.95' 119.27' 236.16' NA142b2E. 3 640.00' 53'30.00' 597.60' 322.59' SJ6.13' 14.>B"3 t'Sa"E. SHEET 1 CT 2 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Revision: Date: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Date: Jot: No: - _ Revision: Date: Cord File: C2_20M.a tlegitt Date: A a HARTMAN • ASSOCIATES, INC. Drawn e : 3-21-01 /� - ears. mopoio m.,.. N a e o e i can.wam y Sur = ;�_: . .. 'm Field By: N/A Lawrence . JenkIns = I e• 1 Mr( )Eu easNm MI OM nil i Field Bk/Pg: N/A FlProfessional Surveyor 3 MapPcr Florida Reglst Registration N5364 ' EXHIBIT "A-2* 2- . SKETCH OF DESCRIPTION (THIS IS NOT A SURVEY) N LINE TABLE Line Bearing Distance • LI SD63640w. 649,91' O O L2 N.261616E. 287.85' L3 N.281618"E. 526,50' M L4 S,8726.23w, 359.74' II LS N.OI'10'38"E. BJO' L6 S.8T2622 4. 764.53' L7 5,0731'36E. 44.46' LB 5.21'52'34w. 402.58' L9 S.47'2633 W. 226.67' NOT—PLATTED LW 5.35'0616"E. 255.3]' Li) Ll1 S.7T05'10'E. 124.76 J L12 S.51'4654 W. 420,22 L6 in LI 3 5.40'55'03"E. 56.65' 0 L14 S.663628"E. 45.26' ' N L15 6.54'17'59"E. 18.26' LI 6 N.51'4654"E. 420.26 L17 S.74'43'06"E. 440.56' o R-3 e NOT—PLATTED L4 Tr C. LI O tl1 NOT—PTTED 4cr� PDINT OF BEGNNING L13 POINT OF COMMENCEMENT T5 LINE OF THE NW. 1/4 C SE. COR NW, 1/4• L14 SEC. 6-22-25 OF SEC. 6-22-25 L15 NOT-PLATTED Q FD. 4.34" CM NCI Q. it! I 0(`qj NOT-PLATTED i i f� 0H _ ��9.) UO I CURVE TABLE p NO. RADIUS DELTA ARC TANGENT CHORD CHORD BEARING 1 750.00' 1T56'17 184.80' 92.90' 16643 5.58'4502 W. 2 960.00' 1546'43 26436 133.03' 263.54' 5.43'5632 W. 3 840.00' 1609'43' 23695' 119.27' 23fi,16' N.93'4202 E. 4 640.00' 5630'00" 597.60' 322.59' 576.13' N.763 I.54"E. SHEET 1 OF 2 NOT VALID WITHOUT THE SIGNATURE MID THE ORIGINAL Revision: Date: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR ANO MAPPER. Revision: pate: Job No: se-092-11 Revision: LINE CHANGE Date: 3-27-01 Cvtltl File: e3_zorvwcz alid3-21-01 - .a:' _ = HARTMAN & ASSOCIATES, MC. DotC: ^ • _ me TO m,en,geryw r.m iog'moron nl a monogem, commas Drawn By: SW war▪ •�� r - - Lw Field By: x]4 wrnnce E. Jenkins / �� I TELEPHONE`oXees SUITE a(.oN us nsoxa Professional Surveyor & Mapper m eavix w.Mat Field Bk/P9: VA m....._ 0_.....,- _. 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 SOUTHEASTGE280RNER OF THE EAS: THENCE RUNNORTHWEST S85]840YIF ALONG SECTION THE 6. TOWNSHIP 22 FOSAID649.91 FEET TO A SOUTHIN LINE OF WESTERLY NORTHWEST 1/4 FOR A EDISTANCE OF 37; THENCE RUN POINT .1 THE N SAID WESTERLY RIGHT LIOFE OF NE,FOR 2388T FEET ALONG SAID POINT THE OF BEGINNING; RIGHT—OF—WAY THEN T LINECE CONTINUE A DISTANCE OF FOR A DISTANCE OF 52fi,50 FEET THENCE DEPARTING SAID RIGHT—OF—WAY LINE: RUN 58728231Y., FOR A DISTANCE OF 359.74 FEET; THENCE RUN N.01'2206E., FOR A DISTANCE OF 576.78 FEET; THENCE RUN N.01'10038(E., FOR A DISTANCE OF 8.70 FEET; THENCE RUN 5.8728'22-W., FOR A DISTANCE OF 764.53 FEET: THENCE RUN $.02'31'35 C.. FOR A DISTANCE OF 44.46 FEET: THENCE RUN S.21'52'34-W., FOR A DISTANCE OF 402.56 FEET; THENCE RUN S.47 A 29'33 E FOR A DISTANCE or 226 'E 67 FEET; THENCE RUN 5,3509'15 , FOR OF 255,37 FEET; THENCE RUN 5.77'05'10E.. 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 5.58'45'02 W. AND A CHORD LENGTH OF 10443 FEET: THENCE RUN ALONG THE ARC OF STUD CURVE. SAID CURVE; TAN AC LENTHHENCE RUNG 5.511''45F �54'W.. FOR A84.8 FEET T DISTANCE O THE POINT OF 44203F �FEET TTOFTHE POINT OF CURVATURE OF A CURVE FELT, A CENTRAL ANGLE CONCAVE SOUTHEASTERLY. E O15'46'43, AC CHORD BEARING OF S.43'53'32YIL 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 OFT SAID CURVE R E;5.HENC 2RE UN 5.40'55'03t. FOR A DISTANCE OF 56.65 FEET; FOR A DISTANCE A DISTANCE OF 45.26 FEET: THENCE RUN S.54'1YE.59 , OF VE RLY, 16.26 FEET TO FEET,AA POINT CENTTRAL ANGLE COFG16'0943 . AE HAVING:CHORD OF BEARING. or N.43'4Y02-E. AND A CHORD LENGTH OF 236.16 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE, MI MC LENGTH OF 236.95 FEET TO THE POINT OF TANGEEET NCY OF SAID CURVE; THENCE RUN N.51'46'54-E., FOR A DISTANCE OFF 420,22 A NETS TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY, OF 640,00 FEET, A CENTRAL ANGLE OF 53'30'00 . A CHORD E R ALONG ARING OF N,26O1'54 E. AND A CHORD LENGTH OF 576.13 FEET; THE ARC OF SAID CURVE. ;AN ARC HENCEENGTH OF RUN 5.2443�060E`EET TO FOR THE POINT OF OF TANGENCY OF H CURVE; 440.56 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS ID13126 SQUARE FEET OR 23.2552 ACRES. MORE OR LESS. NOTES /4 1.) SECTTION56.SHOWN TOWNSHIP 22SOUTH�MNGEN 28HE SOUTH UNE OF THE EAST,, HAVING MI ASSUMED NORTHWEST BEARINGI OF OF 5.86'38'40'W. RDS 2) THERE MAY OE NOT FURNISHED TOE THIS SURVEYORMENTS THATTHAT MAY AFFECT D RESTRICTIONS OF OPROPERTY RIGHTS AND/ORS ANED/ORELAND TS 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 ADMINISTRATIVE CODE.D OF PROFESSIONAL SURVEYORS AND MAPPERS. CHAPTER 61—GV, SHEET 2 OF 2 Revision: Dote: NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Revision: Date: Job No; -092.01 Revision: LINE CHANGE Dote: 3-27-01 Gadd Elle: s3-11*ING2 SWISS Date: 3-21-01 3 = NARTMAN & ASSOCIATES, INC. Drawn By: swr • .ngneen.np�ry.eigou .+mmn a mpmq,meq.uneunma Field By: x/n Lawrence E. Jenkins w Professional Surveyor h MapPer !� '°1°"' - - se04 -"'0 Field ek/Pg: N/A Florida Registration #5364 MI 1 r e I r E 10?l e�-35 m wr 1 Exhibit B Avanti/West Groves Rezoning Proposed Commercial and Multiple-Family Configuration West GrovesJ - R=3 c7 R-1 AA jr s Air q 1 •r • Aer. ��I C-2 • Coke Property LEGEND City Jurisdiction County Jurisdiction a R-1AA, Single Family Dwelling R-3, Multiple Family Dwelling IIIIIIIIII) C-2, Community Commercial