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HomeMy WebLinkAboutItem V(I) Approval and Authorization of Vineyards Subdivision Plat; and Authorization for Mayor and City Clerk to Execute Plat Agenda 09-07-04 Item V.I. Center of Good Li odorte„meg .1401111( CITY OF OCOEE AGENDA ITEM COVER SHEET Date: August 31, 2004 Meeting Date: September 7,:2004_ Subject: The Vineyards Plat Staff Report Issue: The Public Works Department requests that the Ocoee Mayor and City Commission approve the plat for The Vineyards subdivision. Recommendation: Staff recommends that the City Commission approve the final plat of the Vineyards subdivision as submitted and authorize the Mayor and City Clerk to sign the Plat. Background Summary: This plat is for The Vineyards subdivision, which consists of a 100-unit single-family residential development with its associated roads and storm water management system. This subdivision is located west of and adjacent to Ocoee-Apopka Road and just north of West Road. All required documentation pertaining to the platting of this development has been reviewed and approved by City staff. Fiscal Impacts: The Plat Review is paid for by the developer, and the construction of this subdivision will increase the revenue of the City. Commission Action: Reviewed by City Manager Reviewed by City Attorney CS e-c- a erti .d 8a x) N/A Reviewed by Finance _X N/A Reviewed by Director of Public Works /1) + , N/A Reviewed by Director of Community Development ` r.- N/A Mayor eceetet of Good r, Commissioners S. Scott Vandergrift �r 141 Danny Howell, District 1 Scott Anderson, District 2 City Manager Rusty Johnson, District 3 Robert Frank — " Nancy J. Parker, District 4 STAFF REPORT TO: The Honorable Mayor and City Commissioners FROM: Alex Z. Nasser, P.E., Staff Engineer 0.7Z-1— DATE: September 7, 2004 RE: The Vineyards Plat ISSUE The Public Works Department requests that the Ocoee Mayor and City Commission approve the plat for the Vineyards subdivision. BACKGROUND/DISCUSSION This plat is for The Vineyards subdivision, which consists of a 100-unit single-family residential development with its associated roads and storm water management system. This subdivision is located west of and adjacent to Ocoee-Apopka Road and just north of West Road. All required documentation pertaining to the platting of this development has been reviewed and approved by City staff. RECOMMENDATION Staff recommends that the City Commission approve the final plat of the Vineyards subdivision as submitted and authorize the Mayor and City Clerk to sign the Plat. Sep-01-04 02:41pm From-Foley & Lardner 407 648 1743 T-782 P.002/002 F-840 U /I?1/Yk1M lj:d/ 4b/bbbnidb ENGINEERING PAGE 81/81 eager°f Good L k.3 • � r Post-ir Fax Note 7671 Aatc -0 gull'44* CFI '° Eddie r Fioo A lex Nasser- ce13aP1 Faly ce. OCD€12.- Phoneg 407_ 4r-3074S4 Phone! 407-C'oS-�o AGENDA!TEM COVER SHEET 407-6-4S-1743 FN" 407-654-783T Date: August 31, 2004 Meeting Date: September 7, 2004 Subject: The Vineyards Plat Staff Report issue: The Public Works Department requests that the Ocoee Mayor and City Commission approve the plat for The Vineyards subdivision. Recommendation: Staff recommends that the City Commission approve the final plat of the Vineyards subdivision as submitted and authorize the Mayor and City Clerk to sign the Plat. Background Summary: This plat is for The Vineyards subdivision,which consists of a 100-unit single-family residential development with its associated roads and storm water management system, which is located west of and adjacent to Ocoee-Apopka Road and just north of West Road_ All required documentation pertaining to the platting of this development has been reviewed and approved by City staff. Fiscal Impacts: The Plat Review is paid for by the developer, and the construction of this subdivision will increase the revenue of the City. Commission Action: Reviewed by City Manager Reviewed by City Attorney N/A Reviewed by Finance ._XN/A Reviewed by Director of Public Works N/A Reviewed by Director of Community Development _ N/A Mayor ecenter of Good 4, Commissioners S. Scott Vandergrift Sr, Pi( Danny Howell, District 1 • Scott Anderson, District 2 City Manager , Rusty Johnson, District 3 Robert Frank Nancy J. Parker, District 4 STAFF REPORT TO: The Honorable Mayor and City Commissioners FROM: Alex Z. Nasser, P.E., Staff Engineer Oe--� DATE: September 7, 2004 RE: The Vineyards Plat ISSUE The Public Works Department requests that the Ocoee Mayor and City Commission approve the plat for the Vineyards subdivision. BACKGROUND/DISCUSSION This plat is for The Vineyards subdivision, which consists of a 100-unit single-family residential development with its associated roads and storm water management system. This subdivision is located west of and adjacent to Ocoee-Apopka Road and just north of West Road. All required documentation pertaining to the platting of this development has been reviewed and approved by City staff. RECOMMENDATION Staff recommends that the City Commission approve the final plat of the Vineyards subdivision as submitted and authorize the Mayor and City Clerk to sign the Plat. A PORTION OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY , FLORIDA DESCRIPTION: A PORTION OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE SOUTH 89'11'36" WEST ALONG THE NORTH LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 119.27 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 00'54'44" WEST, A DISTANCE OF 480.10 FEET; THENCE SOUTH 1338'09" EAST, A DISTANCE OF 474.60 FEET; THENCE SOUTH 28-29'20" EAST, A DISTANCE OF 301.28 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY OF COUNTY ROAD 437 (OCOEE-APOPKA ROAD); THENCE SOUTH 28'17'18" WEST ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 819.59 FEET; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY RUN SOUTH 872823" WEST, A DISTANCE OF 400.49 FEET TO A POINT 41.82 FEET EAST OF THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 6; THENCE RUN ALONG SAID LINE NORTH 01 22'08" EAST, A DISTANCE OF 576.78 FEET TO A POINT 41.82 FEET EAST OF THE EAST LINE OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 6; THENCE RUN ALONG SAID LINE NORTH 01'10'38" EAST, A DISTANCE OF 589.91 FEET TO THE NORTH LINE OF LOTS 127 THROUGH 134 AND A PORTION OF THE NORTH LINE OF LOT 135, WESTYN BAY - PHASE 1, AS RECORDED IN PLAT BOOK 54, PAGES 29 THROUGH 36 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE RUN ALONG SAID NORTH LOT LINES SOUTH 8728'22" WEST, A DISTANCE OF 706.25 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 6; THENCE RUN ALONG SAID EAST LINE NORTH 01'26'05" EAST A DISTANCE OF 793.52 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 6; THENCE RUN ALONG SAID NORTH LINE NORTH 89'11'36" EAST, A DISTANCE OF 1200.47 FEET TO THE POINT OF BEGINNING. CONTAINING 38.060 ACRES (1,657,905 SQUARE FEET), MORE OR LESS. KEY MAP NOT TO SCALE NOTES 1. BEARINGS ARE BASED ON THE EAST LINE OF THE NW 1/4 OF THE NW 1/4, SECTION 6-22-28 HAVING AN ASSUMED BEARING OF NORTH 01726'05" EAST. 2. TRACT A' (RETENTION AREA) TO BE OWNED AND MAINTAINED BY THE VINEYARDS RESIDENTS ASSOCIATION, INC. 3. TRACT 'C' (RECREATION AREA) TO BE OWNED AND MAINTAINED BY THE VINEYARDS RESIDENTS ASSOCIA TION, INC. 4. TRACT 'E' (PEDESTRIAN ACCESS) TO BE OWNED AND MAINTAINED BY THE VINEYARDS RESIDENTS ASSOCIATION, INC. THIS TRACT SHOULD BE UNOBSTRUCTED AND OPEN TO THE PUBLIC. 5. TRACT 'G' (LANDSCAPED MEDIAN) TO BE OWNED AND MAINTAINED BY THE VINEYARDS RESIDENTS ASSOCIATION, INC. 6. TRACT 'F' TO BE DEDICATED TO ORANGE COUNTY VIA SEPARATE INSTRUMENT. 7. ALL UTILITY EASEMENTS SHOWN HEREON SHALL ALSO BE EASEMENTS FOR CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THE ABOVE SHALL NOT APPLY TO ANY PRIVATE EASEMENTS, IF ANY, GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC UTILITY. CABLE TELEVISION SERVICES CONSTRUCTION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION. 8. THE PRIVATE WALL AND LANDSCAPE EASEMENTS SHOWN HEREON SHALL BE GRANTED TO AND MAINTAINED BY THE VINEYARDS RESIDENTS ASSOCIATION, INC., EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE HOUSE SIDE OF THE WALL SHALL BE MAINTAINED BY THE ADJACENT LOT OWNER. 9. THERE IS A 10.00 FOOT DRAINAGE AND UTILITY EASEMENT ADJACENT TO ALL INTERNAL ROAD RIGHTS -OF- WAY. THERE IS A 5.00 FOOT DRAINAGE AND UTILITY EASEMENT ON ALL SIDE LOT LINES UNLESS NOTED OTHERWISE. THERE SHALL BE A 5.00 FOOT DRAINAGE AND UTILITY EASEMENT ON THE BACK OF EACH LOT ABUTTING ANOTHER LOT, OTHERWISE AND IF IT IS NOT ABUTTING ANOTHER LOT, THE EASEMENT SHALL BE 7.50 FEET. AMERICAN SURVEYING & MAPPING 7030 N. ORLANDO AVENUE, SUITE B. WINTER PARK, FLORIDA 32789 (407) 426-7979 NOTICE THIS PLA T, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLA T THA T MA Y BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SHEET I OF 3 1 PLA T VICINITY MAP NOTTO SCALE 10. ALL VEHICULAR ACCESS RIGHTS TO OCOEE-APOPKA ROAD (COUNTY ROAD 437) ARE HEREBY DEDICATED TO THE CITY OF OCOEE FROM ALL ADJOINING LOTS. 11. THE LANDS DESCRIBED HEREON ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN ANNEXATION AGREEMENT RECORDED DECEMBER 29, 1992 IN OFFICIAL RECORDS BOOK 4506, PAGE 283, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. 12, THE LANDS DESCRIBED HEREON ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR THE VINEYARDS RECORDED IN OFFICIAL RECORDS BOOK ------ PAGE-----, PUBLIC RECORDS OF ORANGECOUNTY, FLORIDA. 13, THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSTRUED AS SUCH AN EXEMPTION. 14, A DRAINAGE AND ACCESS EASEMENT OVER THE PRIVATE STORM DRAINAGE SYSTEM AND TRACT 'A' (RETENTION AREA) IS HEREBY DEDICATED TO THE CITY OF OCOEE FOR EMERGENCY MAINTENANCE PURPOSES IN THE EVENT INADEQUATE MAINTENANCE OF THE STORM DRAINAGE SYSTEM CREATES A HAZARD TO THE PUBLIC HEALTH, SAFETY AND GENERAL WELFARE. THE DRAINAGE EASEMENT GRANTED ABOVE DOES NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR LIABILITY UPON THE CITY OF OCOEE TO ENTER UPON THE SUBJECT PROPERTY AND TAKE ANY ACTION TO REPAIR OR MAINTAIN THE PRIVATE DRAINAGE SYSTEM. 15, JOINDER AND CONSENT TO DEDICATION WILL BE RECORDED IN A SEPARATE INSTRUMENT. Examined and Approved: CERTIFICATE OF APPROVAL BY CITY ENGINEER City Engineer BOOK PAGE DEDICATION VINEYARDS SUBDIVISION KNOW ALL MEN BY THESE PRESENTS, That the Limited Liability Company named below, being the owner in fee simple of the lands described in the foregoing caption to this plat, hereby dedicates said lands and plat for the uses and purposes therein expressed and dedicates the interior subdivision roads (Chablis Way, Merlot Drive, Cabernet Circle and Zinfandel Court); Tract 'B' and Tract "D" to the City of Ocoee; and the Drainage and Utility Easements to the perpetual use of the public. IN WITNESS WHEREOF, the undersigned hereunto set its hq ,d on this S _ Y q 2004 -� da of uGtcs r �e THE VINEYARDS , LLC. a Florida Limited Liability Company, KYLE A, SANDERS Vice President of Cambridge Development, Inc. Managing Partner of The Vineyards, LLC, igned and sct(ed i the presence "of: PRINTED NAME: A - PRINTED NAME: VC441v% STATE OF _ r01R1-0A_____ COUNTY OF ©ei9N�E__ THIS IS TO CERTIFY, That on l908asr 3/ , 2004 before me, an officer duly authorized to take acknowledgments in the State and County aforesaid, personally appeared KYLE A. SANDERS, Vice President of Cambridge Development, Inc., Managing Partner of The Vineyards, LLC. under the laws of the State of Florida, to me known to be the individual and officer described in and who executed the foregoing Dedication and severally acknowledged the execution thereof to be his free act and deed as such officer thereunto duly authorized; and that the said Dedication is the act and deed of said Limited Liability Company and who is pergn—Il known to me or has produced _--_ ,M—_—__ as identification and did/did not take and oath before me. IN WITNESS WHEREOF, I have hereto set my hand and seal on the above date. NOTARY PUBLIC PAMELA K. LYNCH Notafy Public, State of Floris MY Commission Expires�_d? ______ MY COMM. exp. Aug. 5, 200 --49MM. No. DD 202514 CERTIFICATE OF SURVEYOR KNOW ALL MEN BY THESE PRESENTS, That the undersigned, being a licensed and registered land surveyor, does hereby certify that he completed the survey of the lands as shown in the foregoing plat; that said plat is a correct representation of the lands therein described and platted or subdivided; that permanent reference llz�numents have been placed or shown thereon as required by Chapter 177, Flori a Statutes; and that said land is located in Orange County Flor' Signature_M— ------Dade" -- - ---- t. ;_TTL Brett A. Moscovitz - — - Registration Number: PLS #5011 = < = Professional Land Surveyor Registration Number of Legal Entity: LB #6393 American Surveying and Mapping � 1030 N. Orlando Avenue, Suite B, Winter Park, FLorida 32789'''' CERTIFICATE OF APPROVAL BY BOARD OF CITY COMMISSIONERS THIS IS TO CERTIFY, That on _____________________ the foregoing plat was approved by the Board of City Commissioners of the City of Ocoee, Florida. City Attorney Attest: Examined and Approved: --------- Mdyor of Ocoee City Clerk CERTIFICATE OF APPROVAL BY CITY PLANNING DIRECTOR City Planning Director Date CERTIFICATE OF REVIEW BY CITY SURVEYOR I HEREBY CERTIFY, That I have examined the foregoing plat and find it to comply in form with all the requirements of Part 1 of Chapter 177, Florida Statutes. City Surveyor Date: Surveyors Registration No,________________ CERTIFICATE OF COUNTY COMPTROLLER I HEREBY CERTIFY, That I have examined the foregoing plat and find that it complies in form with all the requirements of Chapter 177, Florida Statutes, and was filed for record on at --------- File No,____ ---------------- County Comptroller Date _ in and for Orange County, Florida 1BY — — — — — — — — — — — — — — ____D . C. A PORTION OF SECT/ON 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY, FLORIDA WESTYN BAY, PHASE TWO P. SOI 579 PACES 104-106 PALIC COURT I'/-- T- - ---� - - -F T CURVE TABLE THIS SHEET ONLY PC CURVE RADIUS LENGTH DELTA CHORD CH. BEARING Cl 75.00' 117.81' 90'00'00" 106.07' N4349'22"W C2 525.00' 10.44' 1 °08'20" 10.44' N89 2332"W C3 625.00' 66.52' 6'05'54" 66.49' S86154'45 "E C4 575.00' 151.55' 15'06'06" 151.12' S8835'09"W C5 625.00' 81.56' 7 2836" 81.50' N84 46'24 "E C6 50.00' 81.09' 925522" 72.49' S45'01'37"E C7 50.00' 76.58' 87'4531 " 69.31' 545'18'50"W C8 525.00' 74.49' 8'07'47" 74.43' N86 44'31 "W C9 475.00' 134.80' 16'1534 " 134.34' N89 *11'36 "E CIO 525.00' 74.49' 8'07'47" 74.43' S85'07'42"W C11 50.00' 78.54' 90'00'00" 70.71' N45'48'24"W C12 50.00' 78.54' 90'00'00" 70.71' N43'49'22"W C13 500.00' 9.94' 1'08'20" 9.94' N892332"W C14 650.00' 69.18' 6'05'54" 69.15' S86 54'45"E C15 550.00' 144.96' 15'06'06" 144.55' S8835'09"W C16 650.00' 84.62' 7'28'36" 64.76' N84'46'24"E C17 25.00' 24.28' 55'38'27" 23.34' S60'41'28"W C18 50.00' 149.31' 171'05'43" 99.70' S613454"E C19 25.00' 17.54' 40'11 '27" 17.18' NO3 52'14 "E C20 75.00' 23.12' 17'39'34" 23.02' S07 23'42 "E C21 75.00' 114.88' 8745'31 " 103.97' S45'18'50"W C22 550.00' 78.04' 8'07'47" 77.97' N86'4431 "W C23 450.00' 127.70' 16'1534" 127.27' N89'1 1'36 "E C24 550.00' 78.04' 8'07'47" 77.97' S85'07'42"W C25 75.00' 117.81' 90100'00" 106.07' N45 48'24"W C26 25.00' 38.40' 58'00'58" 34.74' S44'4853"E C27 100.00' 157.08' 90'00'00" 141.42' N434922"W C28 25.00' 40.14' 91'59'02" 35.96' N45'11'07"E C29 550.00' 10.93' 1'08'20" 10.93' N892332"W C30 600.00' 63.86' 6'05'54" 63.83' S8654'45 "E C31 600.00' 158.14' 15'06'06" 157.69' S88 35'09"W C32 600.00' 78.30' 728.36" 78.24' N84"46'24 "E C33 25.00' 40.55' 92'55'22" 36.25' S45'01'37"E C34 25.00' 38.29' 87 45'31 " 34.66' S45'18'50"W C35 500.00' 70.95' 8'07'47" 70.89' N86 44'31 "W C36 500.00' 141.89' 16'15'34" 141.41' N89'11 '36 "E C37 500.00' 70.95' 8'07'47" 70.89' S85'07'42"W C38 25.00' 39.27' 90100,00" 35.36' N4548'24"W C39 650.00' 33.41' 2'56'44" 33.41 ' S88 29'20 "E C40 650.00' 35.77' 3'09'11 " 35.76' S85 26'23"E C41 550.00 39.78' 4708'39" 39.77' N85'56'07"W C42 550.00' 75.06' 749'10" 75.00' S88'04'58"W C43 550.00' 30.12' 3108'17" 30,12' S8236'15"W C44 650.00' 45.14' 358'43" 45.1:3' N83 01'28"E C45 650.00' 39.68' 3 2953" 39.68' N86 45'46 "E C46 25.00' 4.46' 10'13'33" 4.46' S83 23'56"W C47 25.00' 19.82' 45 2454" 19.30' S5534'42"W C48 50.00' 62.82' 71'5921" 58.77' N68 51 '55 "E C49 50.00' 30.47' 34'5455" 30.00' S57 40'57"E C50 50.00' 29.62' 33'56'46" 29.19' S23*15'06"E C51 50.00' 25.01' 28'39'29" 24.75' S08'03'02"W C52 50.00' 1.38' 1'35'11 " 1.38' 523'10'22 "W C53 75.00' 20.84' 15 55'01 " 20.77' S09 2335 "W C54 75.00' 30.20' 23'04'26" 30.00' S28'53'19"W C55 75.00' 30.13' 2,3'01'10" 29.93' S51 '56'07"W C56 75.00' 33.70' 25'4454" 33.42' S76'19'09"W C57 550.00' 51.47' S 21 '41 " 51.45' N88'07'34 "W C58 550.00' 26.57' 246'06" 26.57' N84'03'40"W C59 450.00' 48.82' 6'12'59" 48.80' S85 47'07"E C60 450.00' 75.18' 934'21 " 75.09' N86*19'13"E C61 550.00' 71.60' 7'27'32" 71.55' S84'47'35"W C62 550.00' 6.44' 0'40'15" 6.44' 588'51'28"W C63 75.00' 43.87' 33'30'56" 43.25' N74'0256"W C64 75.00' 28.10' 212752" 27.93' N463332"W C65 75.00' 41.56' 31 44'51 " 41.03' N19 57'11 "W C66 75.00' 4.28' 3'16'21 " 4.28' NO2 26'35"W C67 100.00' 39.51' 22'38'22" 39.26' N7730'11 "W C68 100.00' 35.19' 20'09'53" 35.01' N56'06'04"W C69 450.00' 3.70' 00 28'14" 3.70' N81 '17'56"W C70 50.00' 23.29' 26'41 '18" 23.08' S78'08'39"E C71 50.00' 57.80' 66'14'05" 54.64' S31'40'58"E C72 600.00' 38.26' 339'12" 38.25' N85'41'24"W C73 600.00' 79.79' 7'37'10" 79.73' S8840'25"W C74 600.00' 40.09' 349'43" 40.09' S82 56'58"W C75 600, 00' 48.20' 4 36'12" 48.19' N83 20'12 "E C76 600.00' 30.09' 2 5224 " 30.09' N87'04'30 "E C77 500.00' 30.01' 326'18" 30.00' N89705'15"W C78 500, 00' 40.94' 441 '29 " 40.93' N85'01 '22 "W C79 500.00' 35.21' 4`02'04" 35.20' S8441'39"E C80 500.00' 75.76' 8'40'52" 75.68' N88 56'53"E C81 500.00' 30.93' 3'32'38" 30.92' N82 50'08"E C82 500.00' 44,49' 5'05'55" 44,48' 583'36'46"W C83 500.00' 26.45' 3'01 '52" 26.45' S87'40'40"W C84 600,00' 37.06' 332'19 37.05' S8537'58"E C85 600.00' 26.80' 2'33'35 26.80' S88'40'55"E WESTYN BAY, PHASE TWO P. SOI 579 PACES 104-106 PALIC COURT I'/-- T- - ---� - - -F T FD PC NE CORNER OF THE )/4 SECTION NW CORNER OF THE NW 1/4 201 OF THE NW 1/4 OF SEC. 6-22 28 SE PRC OF SEC. 6-22-28 ��� PCC POINT OF COMPOUND CURVATURE FD 6' 6' CM NO POINT ON CURVE PI CCR #0043749 # I I 20 20 204 zuo SEC. 31-21-28 NORTH LINE OF OF THE NW 1/� S89'40'52"W 1457.08' 79.99.' 75.00' 75.00' 75.00' �-SE 6-22-28 -------- ---- - --- _ W 20.00' DRAIN. ESMT. W 199 W No N� N co °' N � t 45 'o 42 0 � 43 � cc Q co N � � N 23.55' 198 s� G56 42,48' 1 k4 C57 C5 \W N6Ay 22%,! G55 0 66.03' C22 JoF 3s9 PT 2 N89'11 36 "E PC cy)�, o �N C54 ^ Ln66, 03 CS CL �'� �ry �� o CABERN T C35`PR a G� 66,03' C77 C78 97 J 41 � 5.0 5.00 vJ ti PC 0 64 w o S883355'E d- N 120, 00' °j ,�� W S883355"E N o 0 40 0 N. U 120, oo' �' v� 65 oN 588°3355"E N 120.00' °p �� o 5883355 "E z Nn 39 o z 120.00' - � �' S89'1 i'• " � ro o 66 o 83 0 S85'3355 "E W <r nN 79 Z 120.00' CL 0 0 S88'33'55 "E 194 Q) 38 0 I 120.00' �? o v o 588 3355 "E o 7 o z VLLJ 120.00' N W o mS88 -,3,3'55 "E 193 1-- m O 37 C) Q 120. DO'Ll C1 S8873,355 "E 68 o 0 120. Do'Q) Q) W 36 ,� v-, 25.00' 500' z 192 '� - �, o �� 63.81' C76 C75 L Ln rn N88 58'41 "E ;Z,6 C) V 0� PlC6 o S88'30:42 ''W C32 �w 63.81 C5 T CT ® 20.02' C51 O� % ` PC PT V RP �`? C70 S C16 104.79' `tib �� G� 30.89 C45 C N68'58'41 "E G50 ) C� C46 174 151'6,5R) 5Sol, � 5'� 8 �yg C47 w 6 0 �9 173 35cc N o 88.31 ' 75.00' N 75.00' S 7� V 137 136 135 134 133 132 ClMA(?OSA COURT NOT)"I THIS PLAT" AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, ORB LEGEND: FD PC POINT OF CURVATURE SECTION PT POINT OF TANGENCY PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PI POINT OF INTERSECTION RP RADIUS POINT R RADIUS L LENGTH d CENTRAL ANGLE C CHORD CB CHORD BEARING R/W RIGHT OF WAY PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT C1 CURVE NUMBER LB LICENSED BUSINESS ESMT EASEMENT PB PLAT BOOK PG'S PAGES NOT)"I THIS PLAT" AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, ORB OFFICIAL RECORD BOOK FD FOUND SEC SECTION TYP. TYPICAL NR NON RADIAL RAD. RADIAL DRAIN. DRAINAGE CM CONCRETE MONUMENT CCR CERTIFIED CORNER RECORD 126 LEGEND: -O- DENOTES SET PERMANENT REFERENCE MONUMENT 4"x4" CONCRETE MONUMENT WITH DISC STAMPED LB # 6393 UNLESS NOTED OTHERWISE --®-- DENOTES FOUND PERMANENT REFERENCE MONUMENT 4"x4" CONCRETE MONUMENT WITH DISC STAMPED LB # 5736 DENOTES SET PERMANENT CONTROL POINT NAIL WITH DISC STAMPED LB # 6393 -® DENOTES CHANGE OF DIRECTION 0 40 80 160 SCALE. I" = 80' SHEET 2 OF 3 PC 25.00' (J� i 76 MOluj 23 IX J I v- ....-cT 3 ui 00 y =� m10 - O Q V ' W TRACT A'\ Z W 22 / RETENTION AREA \ (J� - N88'17'21 "W 42.23 - ACCESS ESMT � � N88'17 21 "W 4.06'zW 9.00'1 29.00' W / ISN \ 0 0o NµN NN I�Z N 3.09' z 29.00' Z 9.00'1 73 o /��r�N88'1T21 "W I TRACT 'F' a^� ryJ / ti LIFT STATION o,^ rO �"� ,--- UTILITY & ") / �1 ACCESS ESMT SEE 74 NOTE 2 ��. SHEET 1 OF 3 � \ / c68 yryro DETAIL "A" 320 NOT TO SCALE / POINT OF COMMENCEMENT NE CORNER OF THE NW 1/4 OF SEC. 6-22-28 FD, 6"x6" CM NO # CCR #0043869 S89'11 '36 "W 119.27' �� VINEYARDS SUBDIVISION SHEET 3 OF 3 A PORTION OF SECT/ON 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY, FLORIDA , ��;_":;''„";oF"""' TNAIL; 8 W I CCR #0043869 CONSERVATION AREAI �oF3 TRACT c HES LINE RETENTION AREA sEV jcK T CT ° MA _ ____ S88 °49'22 "E �' 1 -- E ' c� LIFT STATION 97.20' Sp34356 ? o v ko i� U/7 \vi o 4 < Z ' o G- 74 0 o m o z I 'j' ti 2V' 32 S884922 "E o Z W o 55a 6 97.20' TRACT A♦ ; oo vRETIOAREA G Q w 75 ov r i S12 03'02"E m i co Q o0 I 28.16' N88°4922"W 149.06' Pc S88°4922"E o N � 26120.08 N, R. 100.68' w 39. 77' 25.00' 25.00 \ 8.61 z 4i 27C38 z 1 p \ N889'22"W I v c"n SEE SHEET 2 OF 3---- 7fi o o o / `�s SCA w o o MATCH LINEpo S884922 "E 78 25 m O� , = 79 ` 2 0 o o 120.00' \ -'' l D SS %28'22 p)W 706 'Y545' I S88'49'22"E a �.fl mmwrn Ul �z / v 120.00' v 25.ao' 25.00' 77 o C39 0 24 0>� 95.00' 49.86' C / 0 144.86'$ 80 \ / N884922"W N 5884922"E 194.86' 4 PT C�> �'�> 120.00' PI o o C' / N 144.86' N OPcoo / X--��„ j 67.50' 77.36' d �. ��? \ SET 4"x4" CM, o G •+ 6 25.00' 25.00' �1 c>> � PRM #6393, nQ `'' 1 \ w 3' REFERENCE / N88'49'22"W oZ v oz IQ, �� 6a so `'6611 k SPP - 120, 00' - 87 �- z „ V 0 86 0 3�,�, 0,,`" 82Qi �N Lu "� 22 0 rq `q `�QNormo � 92.50' w � u' '0 5 2 - N884922"W S88°49'22"E 129.74'4 88 Nom, ` �- o- 5 1�2 '+\ NOy p -00 120.00' I 83Lu �°`,e �V v c" 100 woo . ���� �` 0 i o 21 tea a o m q w o C0 556 3k8 26 06 k �'G N p N88'49 22"W o 588'49 22' E 89 L�\ - ��GO Lo d oco I-- - - - - 120.00' j'n 141.62' cn o 9 rn 9.35 EP Z O y o `� 1g5 5po R�G�P��P sR v Cvn v Pr Q W S 00, N 0 20 00 0 99 wzp °° ��99 S�5'Sp 19 s`S> v'RE''" ss� Cp (J1 w S88 49 22 "E m rn 1 556 90 44 R A0) 6> `�> - 9`5 F 00 N88 4922 W cn c� n ( '70 2st F>Q 120.00' 153.49' 0 16 X926 48 W �? �� N w <q / y v N V _ 0p2 S87'09'38"W °' 4SFtiiFN cqo`� 2s00 \ - �� 19 c' 0 98 ° �' 203.27' (N,R.) c4s 84 F / 26,72' PC NO2 26'48"W -- - \ N88*4922"W tail S8849'22"E 91 zs00. \ \ 120.00' 158,24' o S6 j R21 O� \ v v tit v j N >6 A?" �O �. U, v, g7>>. rn N5�S9 '�� Q� F l� \ Oo 18 00 0 00 �9 BF,o PI zso0. \S-31S88'4922'E N8849'22 "W \ \ 120.00' oa 160.95' S6,'sr �� O C24 _ 00, 00 - FOUND 6"x6" CM / 00 O ^ O^ soo C7t6s '` O • P NO NUMBER oro (7 S88'49'22"E �ry 93 �hr� N88°49 22"W i�' ss O O• O >o O / ~JP P 120,14' m 125.23' ,sr2 ^ cyh & pO,S/c 00 / �O� LEGEND: CURVE il*ABLE THIS SHEET ONLY CURVE RADIUS LENGTH DELTA CHORD CH. BEARING C1 50.00' 54.88' 62 53'2'0" 52.17' N59 43'58"E C2 50.00' 81.77' 9342'15" 72.96' S45'40'29"E C3 75.00' 117.81' 90'00'00" 106.07' N43 4922"W C4 50.00' 48.33' 55225,5 " 46.47' N61 07'54"W C5 100.00' 107.74' 6143'45" 102.60' N023434"W C6 35.00' 54.98' 90100'00" 49.50' N16'4242"W C7 25.00' 39.27' 90100'00" 35.36' S73'17'18"W C8 75, 00' 82.32' 62 532'0" 78.25' N59 43'58"E C9 25.00' 39.27' 90,00,00" 35.36' 545'10'38"W CIO 15.00' 38.57' 147'19'32" 28.79' S72'29'08"E C11 55.00' 12.18' 12'41'33" 12.16' N6244'07"W C12 55.00' 229.92' 23930'55" - - C13 75.00' 114.94' 87 48'.37" 104.02' S4243'41 "E C14 25.00' 39.27' 90'00'00" 35.36' S43'4922"E C15 25.00' 27.44' 62'53'20" 26.08' N59'4358"E C16 75.00' 80.80' 6143'4.5" 76.95' N0234'34"W C17 25.00' 24.16' 55 2255" 23.24' N61 07'54"W C18 25.00' 39.27' 90100'00" 35.36' S46'10'38"W C19 25.00' 39.27' 90'00"00" 35,36' S434922"E C20 100.00' 157.08' 90'00'00" 141.42' N434922"W C21 75.00' 72.49' 5522'55" 69.71' N61 '07'54"W C22 125.00' 134.67' 61'4,3'45 " 128.25' NO2 3434"W C23 25.00' 39.27' 90'00'00" 35.36' S16 42'42"E C24 35.00' 54.98' 90'00'00" 49,50' N7,3'17'16"E C25 75.00' 23.10' 1738'53" 23.01' N37'06'44"E C26 75.00' 57.99' 44'17'52" 56.55' N68'05'07"E C27 75.00' 1.23' 056'35" 1.23' S89'17'39"E C28 55.00' 73.98' 77'04'00" 68.53' S72 23'06"W C29 55.00' 63.69' 6633'19" 60,36' N23'06'41"W C30 55.00' 55.90' 6839'10" 62.03' N44 2933"E C31 55.00' 13.97' 143252" 13.93' N86'05'35"E C32 8.00' 25.13' 180'00'00" 16.00' N28'17'18"E C33 75.00' 43.75' 33 2522" 43.13' S6955'1 9 "E C34 75.00' 37.39' 2833'43" 37.00' S38 55'46"E C35 75.00' 33.81' 254933" 33.52' S11'44'08"E C36 100.00' 25.27' 14 2839" 25.20' N384648"W C37 100.00' 53.21' 3029'18" 52.59' N16'17'49"W C38 100.00' 3.89' 2'13'48" 3.89' N00'03'44"E C39 75.00' 4.83' 3'41'15" 4.83' N86 58'44"W C40 75.00' 30.20' 23'0426" 30.00' N733554"W C41 75.00' 37.46' 2837'14" 37.08' N4745'04"W C42 125.00' 42.06' 19'16'46" 41.86' N23'48'04"W C43 125.00' 52.59' 24'06'22" 52.20' NO2'06'30"W C44 125, 00' 40.02' 18'20',37" 39.85' N19*07'00"E C45 75.00' 55.44' 42'21'01" 54.18' N12'15'56"W C46 75.00' 25.37' 19'22'44 " 25.25' N183556"E TNAIL; 8 W I CCR #0043869 CONSERVATION AREAI �oF3 TRACT c HES LINE RETENTION AREA sEV jcK T CT ° MA _ ____ S88 °49'22 "E �' 1 -- E ' c� LIFT STATION 97.20' Sp34356 ? o v ko i� U/7 \vi o 4 < Z ' o G- 74 0 o m o z I 'j' ti 2V' 32 S884922 "E o Z W o 55a 6 97.20' TRACT A♦ ; oo vRETIOAREA G Q w 75 ov r i S12 03'02"E m i co Q o0 I 28.16' N88°4922"W 149.06' Pc S88°4922"E o N � 26120.08 N, R. 100.68' w 39. 77' 25.00' 25.00 \ 8.61 z 4i 27C38 z 1 p \ N889'22"W I v c"n SEE SHEET 2 OF 3---- 7fi o o o / `�s SCA w o o MATCH LINEpo S884922 "E 78 25 m O� , = 79 ` 2 0 o o 120.00' \ -'' l D SS %28'22 p)W 706 'Y545' I S88'49'22"E a �.fl mmwrn Ul �z / v 120.00' v 25.ao' 25.00' 77 o C39 0 24 0>� 95.00' 49.86' C / 0 144.86'$ 80 \ / N884922"W N 5884922"E 194.86' 4 PT C�> �'�> 120.00' PI o o C' / N 144.86' N OPcoo / X--��„ j 67.50' 77.36' d �. ��? \ SET 4"x4" CM, o G •+ 6 25.00' 25.00' �1 c>> � PRM #6393, nQ `'' 1 \ w 3' REFERENCE / N88'49'22"W oZ v oz IQ, �� 6a so `'6611 k SPP - 120, 00' - 87 �- z „ V 0 86 0 3�,�, 0,,`" 82Qi �N Lu "� 22 0 rq `q `�QNormo � 92.50' w � u' '0 5 2 - N884922"W S88°49'22"E 129.74'4 88 Nom, ` �- o- 5 1�2 '+\ NOy p -00 120.00' I 83Lu �°`,e �V v c" 100 woo . ���� �` 0 i o 21 tea a o m q w o C0 556 3k8 26 06 k �'G N p N88'49 22"W o 588'49 22' E 89 L�\ - ��GO Lo d oco I-- - - - - 120.00' j'n 141.62' cn o 9 rn 9.35 EP Z O y o `� 1g5 5po R�G�P��P sR v Cvn v Pr Q W S 00, N 0 20 00 0 99 wzp °° ��99 S�5'Sp 19 s`S> v'RE''" ss� Cp (J1 w S88 49 22 "E m rn 1 556 90 44 R A0) 6> `�> - 9`5 F 00 N88 4922 W cn c� n ( '70 2st F>Q 120.00' 153.49' 0 16 X926 48 W �? �� N w <q / y v N V _ 0p2 S87'09'38"W °' 4SFtiiFN cqo`� 2s00 \ - �� 19 c' 0 98 ° �' 203.27' (N,R.) c4s 84 F / 26,72' PC NO2 26'48"W -- - \ N88*4922"W tail S8849'22"E 91 zs00. \ \ 120.00' 158,24' o S6 j R21 O� \ v v tit v j N >6 A?" �O �. U, v, g7>>. rn N5�S9 '�� Q� F l� \ Oo 18 00 0 00 �9 BF,o PI zso0. \S-31S88'4922'E N8849'22 "W \ \ 120.00' oa 160.95' S6,'sr �� O C24 _ 00, 00 - FOUND 6"x6" CM / 00 O ^ O^ soo C7t6s '` O • P NO NUMBER oro (7 S88'49'22"E �ry 93 �hr� N88°49 22"W i�' ss O O• O >o O / ~JP P 120,14' m 125.23' ,sr2 ^ cyh & pO,S/c 00 / �O� 0 Q � o cc o O��v 16 A, �� tis,• 1 _ °`' , / c 95 CA N88 49'22"W940, A 120.39' ��' A`V �; ^ �' �o' �no O �1 2 A� `b QO► 15 �(j ?5.00'25.00' p C'jQ 60.84' 85.42'?so �, N8849'22"lN 146.26' o PC o h Op, O PI N88°4922"W 196.26' N 1 aj cod �O O 120.64' - - C G$ G� / Q o Pr N 146.26' 3 7 rO vQ O4O 14 67.50' 78.76' G26 IS" p4� V Q 'oV OP 00 25.00' C27Of N88'49'22"W Z P 120.89 m I N o 'pJ / �O Q Q '� 4' / Obi t,'` J� q _ �, 4 13 0 v 6 5 z m � �00 G^ 40 lb "v• P Q Q ry Q N88'49 0 � '22"W C.. 28 0 O VO O� 121.14' N) 25.00' V^ C 95.93 94.94' PC % w N884922"W 190.87' (N. R.)(, i Cry 1L/� X25.00 O N �P�PA, / O 3'49'22"W 96.87' 566,22 (VOZ ) 35.28 RP - N V o^ c S8728'23"W o N ooh°�/` / 47.41 vPQ� *& N� O / C>� PT 5849.72E 9 G�° '�' (i(i F / •` C`33 46,71' �J / �1 C31 A 8 / S7IQ "" �D 10 9 Fi N Z N 155 00' I 154.47' 50 27' S87°28'23"W ___Z_.409' NOT pLATTED /N / 40.75' / -I 00' 0 40 80 1160 SCALE: 1 " = 80' O Q A c6 85 `\ l N6j• pa l �so9¢ �31V'113'W/y�' r 1 ,.4b G+ tis7. 00. mss? o .� �• �� P 61' IN r P / \ ` DETAIL 'A' ALE: 1 " =80' 320 NOTICE THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. LEGEND: PC PT POINT OF CURVATURE POINT OF TANGENCY cl PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PI RP POINT OF INTERSECTION RADIUS POINT CL R RADIUS L LENGTH A CENTRAL ANGLE C CHORD CB CHORD BEARING R/W RIGHT OF WAY PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT Cl CURVE NUMBER LB LICENSED BUSINESS ESMT EASEMENT PB PLAT BOOK PG'S PAGES ORB OFFICIAL RECORD BOOK FD FOUND SEC SECTION TYP, TYPICAL NR NON RADIAL RAD. RADIAL DRAIN. DRAINAGE CM CONCRETE MONUMENT CCR CERTIFIED CORNER RECORD --El-- DENOTES SET PERMANENT REFERENCE MONUMENT 4"x4" CONCRETE MONUMENT WITH DISC STAMPED LB // 6393 UNLESS NOTED OTHERWISE --F- DENOTES FOUND PERMANENT REFERENCE MONUMENT 4"x4" CONCRETE MONUMENT WITH DISC STAMPED LB # 5736 UNLESS NOTED OTHERWISE ��- DENOTES SET PERMANENT CONTROL POINT NAIL WITH DISC STAMPED LB # 6393 ING - ® DENOTES CHANGE OF DIRECTION AMERICAN SURVEYING & MAPPING 1030 N. ORLANDO AVE. SUITE B WINTER PARK, FL. 32789 (407) 426-7979 0 Q � o cc o O��v 16 A, �� tis,• 1 _ °`' , / c 95 CA N88 49'22"W940, A 120.39' ��' A`V �; ^ �' �o' �no O �1 2 A� `b QO► 15 �(j ?5.00'25.00' p C'jQ 60.84' 85.42'?so �, N8849'22"lN 146.26' o PC o h Op, O PI N88°4922"W 196.26' N 1 aj cod �O O 120.64' - - C G$ G� / Q o Pr N 146.26' 3 7 rO vQ O4O 14 67.50' 78.76' G26 IS" p4� V Q 'oV OP 00 25.00' C27Of N88'49'22"W Z P 120.89 m I N o 'pJ / �O Q Q '� 4' / Obi t,'` J� q _ �, 4 13 0 v 6 5 z m � �00 G^ 40 lb "v• P Q Q ry Q N88'49 0 � '22"W C.. 28 0 O VO O� 121.14' N) 25.00' V^ C 95.93 94.94' PC % w N884922"W 190.87' (N. R.)(, i Cry 1L/� X25.00 O N �P�PA, / O 3'49'22"W 96.87' 566,22 (VOZ ) 35.28 RP - N V o^ c S8728'23"W o N ooh°�/` / 47.41 vPQ� *& N� O / C>� PT 5849.72E 9 G�° '�' (i(i F / •` C`33 46,71' �J / �1 C31 A 8 / S7IQ "" �D 10 9 Fi N Z N 155 00' I 154.47' 50 27' S87°28'23"W ___Z_.409' NOT pLATTED /N / 40.75' / -I 00' 0 40 80 1160 SCALE: 1 " = 80' O Q A c6 85 `\ l N6j• pa l �so9¢ �31V'113'W/y�' r 1 ,.4b G+ tis7. 00. mss? o .� �• �� P 61' IN r P / \ ` DETAIL 'A' ALE: 1 " =80' 320 NOTICE THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.