Loading...
HomeMy WebLinkAboutIII (E) Approval and Authorization for Mayor and City Clerk to execute Wesmere Village 11 - Hampton Woods Final PlatI AGENDA 9-3-96 Item III E JAWS W. SBMA, P.E. CITY ENGINEER / UTILITIES DIRECTOR 150 N. LAKESHORE DRIVE a OCOEE, FLORIDA 34761 PHONE (407) 656-2322 EXT. 142 a FAX (407) 656-7835 MEMORANDUM DATE: September 3, 1996 TO: The Honorable Mayor and Board of City Commissioners FROM: Ernie Kovacs, Engineering Aide 9� SUBJECT: Approval of Wesmere Village 11 (Hampton Woods) Issue Should the Honorable Mayor and Board of City Commissioners approve the final plat as submitted. Background Hampton Woods is a 52 single family residential subdivision. The site has been developed. It is located in the Wesmere Subdivision of Maguire Road. Recommendation Staff recommends that the Honorable Mayor and Board of City Commissioners approve the final plat as submitted. EK/jbw THE PRIDE OF WEST ORANGE t .1 -n 4 er- singleBXi associates ­C0R 0 e 520 S. MAG NOL- AVENUE OML-00 FLORIDA. 32601 .(407) 943-5120 LOCATION MAP nrrS N Min? N,�gh,y;y ISR.'S�J Florldo's Turnbtk© To�<.: Rand � WESI�f�RE � � SITE 7/ Moore 3 Robertson Rood Rood M, LEGAL DESCRIPTIOM COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHWEST I/4 OF SECTION 31. TOWNSHIP 22 SOUTH. RANGE 28 EAST. RUN S89046'24-E. ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4. A DISTANCE OF 1323.33 FEET& THENCE DEPARTING SAID LINE. RUN N00034'2B"E. ALONG THE WEST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF SAID SECTION 31. A DISTANCE OF 1307.53 FEET FOR A POINT OF BEGINNING: THENCE CONTINUE N00034'28"E. A DISTANCE OF 922.00 FEET& THENCE DEPARTING SAID WEST LINE. RUN S89025'32"E. A DISTANCE OF 349.OB FEET& THENCE RUN S82048'07-E. A DISTANCE OF 381.46 FEET& THENCE S55053'42-E. A DISTANCE OF 99.57 FEETe THENCE S38002'12"E.- A DISTANCE OF 368.57 FEET& THENCE S65009'12"E. A DISTANCE OF 267.59 FEET TO A POINT ON A CURVE. CONCAVE EASTERLY. HAVING A CENTRAL ANGLE OF 16038'09- AND A RADIUS OF 884.58 FEETe SAID POINT ALSO LYING ON THE WESTERLY RIGHT-OF-WAY LINE OF WESMERE PARKWAY. AS RECORDED IN PLAT BOOK 31. PAGES 57-58. PUBLIC RECORDS OF ORANGE COUNTY. FLORIDAs THENCE FROM A TANGENT BEARING OF S23011'54-W. RUN SOUTHERLY ALONG THE ARC OF SAID CURVE AND SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 256.84 FEETe THENCE DEPARTING SAID CURVE AND SAID WESTERLY iRIGHT-OF-WAY LINE. RUN S72057'29-W. A DISTANCE OF 539.51 FEET& THENCE S89027'49-W. A DISTANCE OF 707.62 FEET TO THE POINT OF BEGINNING. CONTAINING 21.401 ACRES. MORE OR LESS. BOOK PAGE HAMPTON WOODS KNOWN ALL MEN BY THESE PRESENTS. That the Limited Partnership named below. being the owner In fee simple of the lands, described in the foregoing oaptlon to this plat. hereby dedicates said lands and plat for the uses and purposes therein expressed and dedicates the uttitty and drainage easements shown hereon to the perpetual use of the publto. IN WITNESS WHEREOF. the undersigned has caused these presents to be signed by the of-ftaer of Its general partner named below and the. corporate seal of its general partner to be affixed hereto one; WESiERE ASSOCIATES LIMITED PARTNERSHIP. a MTahlgan 1imi+ed partnership BYs HERITAGE DEVELOPMENT SOUTH. INC. a FlorTda corporation. Its general artner toorpporate - seal ) Bys. .1.:.� ... ... ..z. David TrsadweII President t S T gl ' d 6. n the aresenc oft •.,e. •R;".e .d}t wages. a e.�e• Osseo*. •!. • s0 STATE OF FLORIDA COUNTY OF ORANGE Q THIS IS TO CERTIFY that on ..... ...*.I ....... before me an offioer duty outhortzed to +he State and County aforesaid i to take acknowledgements. personally appeared David L. TreadweII. as President of Heritage Development South. Inc.. a Florida corporation. as general partner of Wasmere Associates Limited Partnership. a MIohICan Iimited partnership. who is personally known to me as the individual and officer described in and who executed the foregoing dad Icot ialn. and that he acknowledged the execution thereof on behalf of sold corporation and said partner- ship in the presence of two subscribing witnesses freely and voluntarily under authority duly vested in him by said corporation and said partnership. and that the seal affixed hereto is the true corporate seal of said corporation. IN WITNESS WHEREOF. I have hereunto set my hand and seal on the above date. • • • . • sass.. • • i • • e • ., s . • • • • S i gnatt�r of Notary SUZETTE M GRAY My Commission CC349117 ' .................................. • • • > i.E*res Mar. 14.-1998 Now Naof Notary T pr T ntad ` typed or at Bonded by HAi 446F ��'.. 8W-422-1555 Comtssion Number(tf not legible on seal)s..................... My Commission Expires (If not (legible on seaf.)a....'...........•... CHR =,CAM OF SURVEYOR KNOWN ALL MEN BY THESE PRESENTS. That the undersigned. being a licensed and registered land "surveyor. does hereby certify that on .3 - /,,'- ?w" he completed the survey of the lands as shown In the foregoing plat or plant that said plat is a correct representation .of the iands therein described and platted or subdivtdad a and that permanent reference monuments and permanent control points have, been placed as shown thereon as required by Chapter 177. Florida Statutes$ and that said land is located to Orange County. Florida. This survey was performed under Tip+ responsible direction and supervision. The survey data complTea with olI r®gUIieTrlents of Chapter 17 e Stgnatura - e -------- Dated&--------,�-=---_ DENNIS L. DEAL Fla. Reg. No. s 34PJ THIS IS TO CERTIFY.That on ----------------------- ----the foregoing ptat or plan was approved by the Board of City Commissioners of Ocoee. Florida. ------------------------------ Mayor of Ocoee ------------------------------ City Attorney Attests ------------------------------ City Clerk w Examined and Approved City Engtneer Date %,. arw �. s K WM ®A Examined and Approved City Planning Director Date BY COUNW CONFMLLM I HEREBY CERTIFY. That I have examtned the foregoing plat and find that It compJTea In form with all the requirements of Chapter.177. Florida Statutes. and was filed for record on at File No. ------------------------------ County Corrptro l l er in and for Orange County. Florida BYO------------------ ---------- D.C.'; U / LEGEND P.B. - PLAT BOOK PGS.- PAGES A -DELTA R -RADIUS L -LENGTH OF ARC T.B. - TANGENT BEARING PC - POINT OF CURVATURE L'i� 9s S89"25'32'E 349.08' 1S PRC • POINT OF REVERSE CURVATURE N 82®4 8107," E PT - POINT OF TANGENCY POB 349.08' 108.27' 381.4.61 POINT OF BEGINNING POC - POINT OF COMMENCEMENT Z 65.00' S 65.00, SS• PRY . PERMANENT REFERENCE MONUMENT N w mi 60.00' 9 S ' 8319' 9 PCP - PERMANENT CONTROL POINT MONUMENT LU /6 ; S /5 °S,, g��� CM -CONCRETE PLS - PROFESSIONAL LAND SURVEYOR _� Z 14 m 99 m z .. � /3 m a S'' �ilS 116 N88'20'17•W 6 y'\' 94o e z to �m 2N F m a 81.05' L, 9 S BeiGO C88 60�M a 1�9 s CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA Cl 560.00' 34.76' 17.39' N60'40'39'W 03'33'23' C2 725.00' 10.01, 5.00' 10.01, N75'06'16'W 00'47'27' C3 660.00, 201.52' 101.86' N48'35'25'W 20'37'06' C4 884.58' 256.84' 129.33' 255.94' 514'52'49'W 16*38,09, C5 25.00, 37.90' 23.67' 34.38' N61'03'55'E 86'52'i2 C6 3609.79' 61.56' 30.78' 61.56' N39'45'32'W 00'58'38• C7 3609.79' 62.32' 31.16' 62.32' N38'46'33'W 00'59'21' C8 25.00' 37.34' 23.14' 33.96' S73'53'09'W 85'34'14' C9 585,00' 46.95' 23.49' 46.93' 551'53'56'E 04'35'52' CIO 25.00' 37.22' 23.03' 33.88' N11'32'55'W 85'17'54' C11 595.00, 57.83' 28.94' 57.80' S46'46'05'E 05'39'49' C12 535.00' 225.73' 114.57' 224.06' S50'22'07'E 24'10'29' C13 585.00, 57.74' 28.89, 57.72' 541'06'3,'E 05'39'18' C14 775.00'. 52.93' 26.47' 52.92' 565'iTOTE 03'54'46' C15 725.00' 165.05' 82.88' 164.70' S68'58'40'E 13'02'38' C16 25.00' 37.89' 23.65' 34.36' N32 05'14'W 86'49'49' C17 125.00' 48.21' 24.41' 47,91' N61'54'36'E 22'05'46' C18 175.00' 127.B5' 66.93' 125.02' N52'01'46'E 41'51'27' C19 125.00' 43.11' 21.77' 42.90' N40'58'52'E 19'45'41' C20 775.00' 164.66' 82.64' 164.35' '369'24'56'E 12"10'24' C21 100.00, 138.06' 82.59' 127.36' N81'29'46'W 79'06'12' C22 50.00, 73.86' 45.52' 67.32' N84'15'38'W 84'37'57' C23 55.00' 230.9Z' 240'33'42' C24 25.00, 50AS, 39.24' 42AT S63'33'04'E 114'59'34' C25 105.00, 179.73' 12e.95' 158.58, 304'18'27'W 98'04'26' C26 55.00' 94.22' 63.44' 83.11' 504 20'49'W 98,09,09, C27 1774.78' 30.64' 15.32' 30.63' N44'14'05'W 00.59,20, C28 1774.78' 60.03' 30.02' 80.02' N40'49'51'W 01*56,16, C29 25.00' 40.01' 25.75' 35.87' SO4'48'23'W 91'41'08' C30 1774.78' 60.05, 30.03' 60,05' N36'57'19'W 01'56'19' C31 1774,78' 60.00' 30.00' 60.00' N38'53'36'W 01'56'14' C32 25.00' 40.01' 25.75' 35.87' N04'48'26'E 91'4L'11' C33 25.00, 17.43' 9.09, 17.08' N70'37'17'E 39'56'40' C34 L724.78' 101.05 50.54' 101.03' N42'42'54'W 03'21'24' C35 1724.78' 111.17' 55.60' 111.15, N42'52'59'W 03'41'34' C36 :774.78' 60.11, 30.06' 60.11, N42'46'12'W 01'56'27' C37 1774.78' 19.46' 9.73' 19.46' N33'43'46'W 00'37'42' C38 26.00' 24.21' '13.15' 23.27' S22'54'29'W 55'28'55' C39 1774.78' 60.17' 30.09' 60.17' N35'00'53'W 01'56'33' 040 50.00, 240.35 275'25'35' C41 1724.78' 12 7.9 4 64,00' 127.91' N35'32'25'W 04'15'00' C42 25.00' 52.34' 43.27' 43.29' N06'38'09'W li9 57'39' C43 3609.79' 45.35' 22.67' 45.35' N41'35'04'W 00'43'11' C44 110.00, 141.35' 82.33' 131.83' S70'13'4TE 73'37'36' C45 3609.79' 61.56' 30.78' 61.56' N40'44'10'W 00'58'37' C46 3659.79' 233.98' 117.03' 233.94' N40'06'46'W 03'39'47' C47 60.00' 77.10' 44.91' 71.91' S70'13'43'E 73'37'36' C48 3634.79' 232.38' 116.23' 232.35' N40'06'46'W 03'39'47' C49 750.00' 171.02' 85.88' - 170.65' 568'59'18'E ITOT54' C50 150.00' 109.58' 57.37' 1 7.16' N52'OL'46'E 41'51'27' C51 85.00' 109.23' 63.62' 101.87' 570'13'43'E 73'37'36' C52 560.00, 236.28' 119.92' 234.53' S50'22'07'E 24'10'29• C53 80.00, 137.05' 92.28' 120.89' 504'20'49'W 98*09,09• C54 1749.78' 164.26' 82.19' 164.20' N42'02'24'W 05'22'43' C55 i749.78' L81.27' 90.72' 18i.19' N36'22'59'W 05'56'08' C56 75.00' 110.78' 68.28' 100.98, N84'15'38'W 84'37'67' C57 894.58' 87.71' 43.89' 87.67' S20'24'29'W 05'37'03' C58 B94.58' 79.26' 39,66' 79.23' 508'49'16'W 05*04'35* C59 3659.79' 19.56' 9.7B' 19.56, N41'47'28'W 00'18'22' C60 884.58' 85.96' 43.02' 85.93' 520'24'51'W 05'34'05' C61 775.00' 58.01, 29.02' 58.00, N69'20'13'W 04'17'19' C62 725.00' 74.57' 37.32' 74.53' 568'20'43'E 05'53'34' C63 725.00' 43.24' 21.63' 43.23' N73'00'01'W 03 25'02' C64 3659.79' 59.52' 29.76' 59.52' N40'i4'28'W 00'55'54' C65 3659.79' 59.54' 29.77' 59.54' N39'18'33'W 00'55'56' C66 3659.79' 35.89' 17.95' 35.99' N38'33'44•W 00'33'43' C67 535.00' 28.23' 14.12' 28.22' 539'47'34'E 03'01'23' C68 535.00' 79.04' 39.59' 78.97' 553'44'52'E 08'27'53' C69 535.00' 41.79' 20.91' 41.78' SWITO5'E 04'28'32' C70 535.00' 76.67' 38.40' 76.61' 545'24'35'E 08"12'40' C71 775.00' 52.26' 26.14' 52.25' S65'15'39'E 03'51'50' C72 725.00' 37.24' 18.62' 37,24' 363'55'38'E 02'56'35' C73 176.00' 21.03' i0.53' 21.02' N34'32'38'E 06'53'11• C74 175.00' 35.06' 17.59' 35.00' N43'43'35'E 11'28'44' C75 L10.00' 53.38' 27.23' 52.86' 389'43'i8'E 27'48'15' C76 i10.00' 32.81' 16.53' 32.69' 567'16'32'E 17'05'17' C77 L75.00' 69.49' 35.2L' 69,04' N60'50'31'E 22'45'09' C78 775.00' 44.24' 22.i3' 44.23' 573'07'00'E 0Ti6'14' C79 3659.79' 59.48' 29.74' 59.48' N41%0'2IN 00,65,52, C80 100.00, 8.70' 4.35' 8.70' S61'26'45'W 04'59'13' C81 100.00, 61.51' 31.76' 60.55' S81'33'39'W 35'14'35' C92 100.00, 39.96, 19.73' 38.71' N69'39'31'W 22'19'06' C83 25.00' 23.46' 12.67' 22,61' N39'44'06'W 53'45'46' C84 55.00, 57.46' 31.66' 54.88' 536'41'14'E 59'51'31' C85 55.00' 32.09' 16.52' 31.64' S09'57'23'W 33 25'43' C86 55.00' 20.47' 10.35' 20.35' S37'19'57'W 21'19'25' C87 55.00' 21.74' 11.01, 21.59' 559'18'56'W 22'38'33' C88 55.00' 70.88' 41.33' 66.08' N72'26'35'W 73*50*24' C89 56.00, 28.29' 14.46' 27.98' N20'47'20'W 29'28'05' C90 1105.00, 27.15' 13.65' 27,08' 537'19'18'E 14'48'56' C91 105.00' 46.10' 23.43' 45.73' 517'20'06'E 25'09'27' C92 1,35.00, 61.91, 31.88' 61.02, S12'08'05'W 33'46'56' C93 105.00, 44.57' 22.62' 44.23' 341'11'07'W 24'19'07' C94 50.00' 5.59, 2.80' 5.59' S87 23'21'W 06'24'32' C96 50.00, 41.78' 22.20' 40.67' Nl9'06'17'E 47'52'31' C96 50.00' 37.69' 19.79' 36.81, N64'38'19'E 43'11'33' C97 50.00, 101.37' 80.26' 84.88' S35'41'11'E 116'09'27' C98 50.00, 53.92' 29.92' 51.35' S53'17'19'W 61'47'32' C99 25.00' 28.88' 16.30' 27.30' N20'14'44'E 66'11'53' C100 110.00' 48.60' 24.71' 48.21' 546'04'24'E 25'18'59' C101 100.00, 28.89, 14.55' 26.79' N5013'18'W 16'33'18' C102 884.58' 73.57' 36.81' 73.55' S08'56'43'W 04'45'56' C103 585.00' 162.51' 81.78' 161.99, 346'14'22'E i5'55'0H' CL04 3609.79' 230.79' 115.43' 230.75' 540'06'46'E 03.39'47' C105 1774.78' 350.46' 175.80' 349.89' N39'04'20'W /1%8151 C106 25.00' 40.01' 25.75' 35.87' 583'30'29'E 91'41'08' C107 125.00, 91.32' 47.80' 89.30, 552'01'46'W 41'51'27' MOB 1724.78' 90.4B' 45.25' 90.47' S36'09'44'E 03'00'21' C.09 1724.78' 32.52' 16.26' 32.52' S34'0T10'E 01'04'49' C110 1724.78' 4.94' 2.47' 4,94' S33'29'50'E 00*09,51, C111 175.00' 2.26' 1.13' 2.26' N72'35'18'E 00'44'23' C112 110.00' 6.56, 3.28' 6.56' N74'40'02'E 03'25'05' C113 775.00' 10.15, 5.07' 10.115' 575'07'38'E 00'45'01' C114 1749.78' 345.53' 173.33' 344.97' 539'04'20'E L1'118151' CL15 1724.72' 10.12' 5.06, 10.12' S44'33'41'E 00'20'10' C116 50.00, 5.59' 2.80' 5.59' 587'23'21'W 06'24'32' C117 884.58' 48.65' 24.33' 48.64' N12'54'13'E 03'09'04' C118 884.58' 48.65' 24.33' 48.64' N16'03'17'E 03'09'04' �o"er- singlitolA associates INCORPORATED 620 6. AONOL�A AMC um on'- ANDO PLORIDA, 32001 C407 843-6120 0 a 1' 9. Goo / n aaJ m � �• Cl)/ 388'20'17 E u C80 C81 Z Ce2 l0 m "61. 11 C21 to r 117.69' PT C56 9 eS L ti� 9 , -A 3� Is IS N.R. (b q4i PCC .% ;p - m N N88'20'17'W C83. n `� C22 q �,A A a 1 1 m C99 164.69' nl Zh ' " 9 8 ® m m 6 0g 16�g�tin Qg9�1° 6}F �5 p,, ® O f N.R. A� PC- i�I w 1 N88'20'17'W G 0�0 99 °;3Tv� l p N x pN 124.59' rO 8p 'S9 Cr �A0 kTO Aid 6,ray �' n ,0 m44 cr .p . ch n N88'20'17'W u u cli QoS?Ah�q 6+ iRis, '$� 6 a43F' a'g m 6' S b° 1L `� 'a, �Q pti 9 N m 111.96 nA e C2 5 1=6 ,¢3 n� m 30 9_ A" ?� tih' A'1 y cS S •/� IO TRACT C m 2/ m0 PAC CCj ai �F s a0R3 �� PAC 5 .m4.4 63lj- �/9i Conservatlon o\ N89-22'32'W sz'�4 2 ' a3 e : `��' ,6 e a l TR/a./ A nmi 97.63' g50 am 1 �6 el' ,11 e� 9 �a ��a• •� I2• Landscape/Open Space/ m aa'.F s0 or C, 4 �� �S 1 UtIINy Easement m f 22 c° c� 48 a� s�s�e me q, % J^ % n• ti1 a 't a� r'e � `' ��O• re �i`i' v 3 9� i 1 cc• i a . oo a �* F cs Z c2 �0 1V . c cs 2 'L 3 v = 16 38 ®9 606w .� �p p . o. m 6g / 57790 2q' ya0 ? �� a ,ti0 0 C3 le 8 �43 23 49 �k� 96 Ism R = 884 58 Ig55 IJ Sy _. N89'05'48'E + � �r n mk as e9_ ?a. `' titi0 C9 E69 `� n 3 L - 256.84' �' 6.06' m \ rr, r`?S crr eS "'r �" lam• m C> � � � m � 8S 6�, • 19 C -& �, - >: s Qua n 2 z a T.B. = S23 11'54'W 9� F 50 os � 4s' `b a C, PCC w ep 24 �Q� �s3 2 e �9 s92S y,� ,�. / m ' y a ��g h0 ati ' T?. S2SS , .39 ti 25 + ND 9 a ,m vs ,�ti ,� F s 6 c� Conservation Easement 2 - \S e 6� k C106 ti m mY G� /}. �`` c Q,. ', R '� ry 1�' Cj IIQ C `l a h ♦ 6\ ( - J/ �Ap A f C29 N�5'3/ 16• (L� O.R. 4775 Pages 1768-1775 a 6ti4 Q�0 �# 9m 9 1L9r F a PT 61 Cll� 23.37 �• se0 01'e1•E� �( 5Q' ��2� 4, 28 ` 52 2S" 36 m� _ �78 4j a� W 27.00' 1 45.49' `_OD 9. N85'58'14'� u i' re g �,. �w� 1 qR 8 � i s� ae_ In 9g 4 ��gg5 2 5gB' c`O k >s 2 .`y !n~ r m 1 1 S ,'\ rem 11 cPi cjJ .1 A 60, 26 PAC C47 PC G�$ G SS 82 mm <A h ti I Q :� ESM (1 �. 27 �o,. ,�4 7 Zas 2e 09`` yg 1� 4.73' ` LSO` 00 / Csf N� .6 i e' ?N p 1 i `'9. 65 2lb PT * SEMEN G�� F>• 3V 'd 22' Oretne 1 - q6 S`''' 9 B8. ^ om S pP% im Cree C 8t1�ty EA Z 9F 9?r 1 Easement ge B6.M. �v 4q 25 Cr) 8 00 10�9�1 m u\ IF 9e ` 2 j6 58 11 N s �. 85.00' Z ? b = rm C75 _,tU2Z\ 35 68. - �� 90`10 r k Sir I ` pa U1 In �� Y i r Ri \ \ 34 i - TRACT B 114226 m@ `(m 6 30 v3• �@ p' �s \\ \� - 1 LondscaPe/OPen Spgce/ tz 3 3 \, £%ta _ 1= t3� p� � _ ' ' ; Drainage 8e Utility Easement B /D` ti /W YEAR FLOOD LINE - �� '•� 8e6tF 6B 10.91, m �� + N 32 s N, 5', f'�r 1 Elevation !/92 - 18S ee' 3/ e - , { - - .... _ _ s 3'S9 ee [; 'A`'1 60:00' - •G� `��p ~ l ` ' S63'40'57•E 56 50L -' g1$2 POLR / - S75'04'1TE 5V �( - � � OpALNAGE EASE S89'27'49' V1,.t • 7 07.62' Conaervatton Ememant ' D.R. 4775 Pages 1768-1775 NOT PLATTED ' NOTES: ' 12. TRACT -D IS A PRIVATE RIGHT OF WAY WHICH IS TO BE OWNED AND MAINTAINED BY THE WESMERE MAINTENANCE ASSOCIATION INC. THE. I. ❑ DENOTES P.R.M. (4X4 C.M.) P.L.S. •3421. DEDICATOR HEREBY GRANTS A PERPETUAL NON-EXCLUSIVE EASEMENT 2. O DENOTES P.C.P. P.L.S. -3421. FOR THE PURPOSES OF INGRESS AND EGRESS, ALONG PRIVATE DRIVE- 3. • DENOTES CHANGE IN DIRECTION NOT PERMANENTLY STAKED. F WAYS, ROADS, SIDEWALKS AND OTHER PRIVATE AREAS AS APPLICABLE,, 4. RAD. - DENOTES RADIAL LOT LINES. AS SAME ARE FROM TIME TO TIME CONSTITUTED AND LOCATED BY THE 5. N.R. - DENOTES NON -RADIAL LINES. DEDICATOR, ITS SUCCESSORS AND ASSIGNS, OVER AND ACROSS TRACT 6. .BEARING STRUCTURE IS BASED ON THE WEST LINE OF THE NE D, FOR THE USE OF THE OWNERS OF LOTS WITHIN THIS SUBDIVISION? I /4 OF THE NW I /4 OF SECTION 3 1 -22 -28' (BEING THEIR HEIRS, SUCCESSORS, ASSIGNS, TENANTS, LESSEES OR I NV I TEES, S00034'28"W), ASSUMED. ° AS WELL AS FOR THE USE OF THE CITY OF OCOEE OR OTHERS APPLICABLE 7. A 10' UTILITY EASEMENT IS RESERVED ALONG ALL LOT LINES AUTHORITY FOR FIRE, POLICE AND OTHER EMERGENCY SERVICES. A PERPETUAL ADJACENT TO RIGHT-OF-WAYS, UNLESS OTHERWISE NOTED. NON-EXCLUSIVE EASEMENT IS ALSO GRANTED FOR THE INSTALLATION AND S. A 5' UTILITY EASEMENT IS RESERVED ALONG REAR AND SIDE MAINTENANCE OF UNDERGROUND PUBLIC UTILITIES AND ABOVE GROUND LOT LINES, UNLESS•OTHERWISE NOTED. APPURTENANCES. THIS EASEMENT IS GRANTED ONLY AS AND TO THE EXTENT W 9. TRACTS A AND B ARE FOR LANDSCAPING/OPEN SPACE AND ARE TO Q REQUIRED, OVER, ACROSS, UNDER AND THROUGH TRACT D. ALL WORK N BE OWNED AND MAINTAINED BY WESMERE MAINTENANCE ASSOCIATION RESPECTING SUCH EASEMENT SHALL BE PERFORMED SO AS TO MINIMIZE I NC. b DISRUPTION OF THE APPLICABLE PORTIONS OF TRACT D. p ID. ACCESS RIGHTS FROM TRACTS A AND B TO WESMERE PARKWAY ARE 13. TRACT C IS A CONSERVATION AREA TO BE OWNED AND MAINTAINED Z " DEDICATED TO THE CITY OF OCOEE, WESMERE MAINTENANCE BY THE WESMERE MAINTENANCE ASSOCIATION INC. A PERMANENT ASSOCIATION INC. MAY UTILIZE SUCH ACCESS TO TRACTS A CONSERVATION AND DRAINAGE EASEMENT OVER TRACT C IN FAVOR AND B FOR THE PURPOSE OF MAINTENANCE ONLY. OF THE CITY OF OCOEE IS RECORDED IN O.R. BOOK , PAGE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. II. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS,, 14. ALL UTILITY AND DRAINAGE EASEMENTS SHALL BE FOR THE AND RESTRICTIONS OF.F.S. CHAPTER 163 CONCERNING MORA- BENEFIT Ur AND MAINTAINED BY THE WESMERE MAINTENANCE TORIUMS ON THE ISSUANCE OF BUILDING PERMITS UNDER ASSOCIATION INC. THE LAND BURDENED BY SUCH EASEMENTS CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY SHALL BE OWNED BY THE LOT OWNER. SUCH EASEMENTS ARE TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF FROM THE APPLI- HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC CATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN 15. THE 100 YEAR FLOOD ELEVATION IS 119.2. LOTS .17 THRU 22, Polntof Commencement SHALL BE CONSTRUED AS SUCH AN EXCEPTION. INCLUSIVE, AND LOT 25 ARE, ENCUMBERED. - Southwest corner, NW %4 Southwest corner, East'/Z 16. F E M A MINIMUM ELEVATION CERTIFICATES TO BE PROVIDED TO T H E BUILDING DEPARTMENT AT THE TIME OF BUILDING PERMIT Sec. 31-22-28 NW 114, Sec. 31-22-28 �. S8946'24'E 1323.33' / r Southeast corner, NE %4 APPLICATION FOR EACH LOT. DESIGNATED IN THE LOMR AND EXPRESSED Rec. R.R. Spike �- 5290.59 - - IN NOTE NO-1 S. CCR 00048453 Rec. No11 & Dlsk /993 luuQ� �� � ���� South' line, NW%q CCR 0048454 1vu Sec. 31-22-28 LEI FORA/ 4 AVH9PPT.00/ NIllage l/I