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HomeMy WebLinkAbout1970 Waterways & Drainagea PLAT BOOK tyN AND PAGE DEDICATION a , "::,.. •i W BY PRESENT That the Corporation named • KNOW ALL MEN THESE S, rp ow, being the in fee simple of the lands described in the ` bel owner foregoing caption to this plat, hereby dedicates said lands and plat --r for the uses and purposes therein expressed and dedicates the Streets, i 4inomughfare-s, wcierutoys, and ara*ir)o92 r,Qhfs of Luay shown he-rcor) }o Ifie pe? rpetoal X52 c'� tt->Q Publ+c arKj -00, IN WITNESS WHEREOF, has caused these presents to be signed and attested to by the officers named below and its corporate seal to be affixed hereto on ............ ?e&ern a .................. A SUED/ V/S/ON OFA PORT/ON GENERAL DEVELOPMENT CORPORATION OF SECT/ONS /9,20,29 B30, TOWNSN/P 3/ SOUTH, RANGE 39 EAST Ill l SOUTH BAYSHORE DRIVE MIAMI- FLORIDA C/TY OF SEBASTIAN, /ND/AN RI VER COUNTY, FLORIDA Signed and sealed in the presence of: SHEET I OF17 SHEETS By. Pr ? s cle, n Attest :�4_•7�� Secret STATE DESCRIPTION GENERAL NATES STATE of ......F..oR�_oA __COUNTY OF .._._PAP................::_..:.._. THIS IS TO CERTIFY, That on •----------------- -----------------------------------------•-------- before me, an officer duly authorized to take acknowledgments in the State and County aforesaid FREDERICK E Portions of Sections 19 20 29 and 30 Township 31 South Range 39 E, ty ,personally appeared __-_._._.__.__ ...........:...... > P g 1. ®O P.R.M. indicates Permanent Reference Monument per � The Easements hereinafter described ROACH being more particularly described as follows: Florida Statuses. - A ---••------ and D_avJ_o... a.._AoxE�x............................... are reserved for the installation and respectively 'dent and .-Secretary ........................... 2. Dimensions on corner lots to the .intersection of block lines maintenance .of u � ' y ---------------------- ---- Pres I. That portion of said Section 19 being the East 1/2 thereof, extended unless otherwise indicated. public ut111#I@S and of the above named corporation' incorporated under the laws of the LESS AND EXCEPT the Plat of SEBASTIAN HIGHLANDS drainage facilities. State of ------------------------------------------ .-, to me known to be the individuals UNIT SIXTEEN as recorded in Plat Book pages of 3 - All radii are 25 feet unless otherwise Indicoted. !. A 20 foot strip along the lot lines foregoing and officers described in and who executed the fore Dedication P 9 -ora g the Public Records of Indian River County, Florida. 4. Basis of bearing system is assumed for computation and severally acknowledged the execution thereof to be their free ad purposes. abutting and adjacent to the drainage Rights of Way, except as and deed as such officers thereunto duly authorized; that the official Containing 319.56 acres, more or less 5. Deed Restrictions recorded in 0. R. B. on pa eS seal of said corporation is duly affixed thereto; and that the said Dedi- 9 shown by dashed lines. - ; 2. That portion of said Section 20 being the Southwest 1/4 and the 2.A 10 foot: strip along the rear of cation is the act and deed of said corporation. West 1/2 of the Northwest 1/4 thereof. - each lot and a 6 .foot strip along the sides IN WITNESS WHEREOF, I have hereto set Containing 244.52 acres, more or less. of each lot, except where the side lot my haI74 and seal on the above date. line. is coincident with a Street Rigflt j of Way line, except as shown by ----. ............................... 3. That portion of said Section 29 being the North 1/2 of the Northwest NOTARY PUBLIC 1/4, LESS AND EXCEPT the Southeast 1/4 of the Northwest 1/4 dashed lines. 3: As shown by dashed lines;01j- 4of the Northwest 1/4 and the West 1/2 of the Southwest 1/4 of the My Commission Expires_�--•%...............4. Where more than one lot, or parts ofSEAL _ Northwest 1/4 of the .Northwest ! /4 of said Section 29 one or more lots are intended as a building site, the outside boundaries Containing 66.46 acres, more or fess. CERTIFICATE OF SURVEYORof the building site shall carry said - a p g Side easements, except Where ease- KNOW ALL MEN BY THESE PRESENTS, That the undersigned, being a 4. That portion of said Section 30 being the Northeast 1 /4 thereof. SEBASTIAN licensed and registered land surveyor, does he'reb Cert Containing 160.66 acres, more or less. HIGHLANDS meats are shown by dashed lines. h y ' '.: 1°t °" /I�IA/'C 271 I9v - he •completed the'survey ( UNIT 16 ) 18 17 5. Reserving to GENERAL DEVELOPMENT of -the--lands' helands as shown in the foregoing plat; thnt said plat, is a",correct All land lying in the City of Sebastian, Indian River County , CORPORATION, its successors or assigns, representation of the lands therein described and platted; that pen„o Florida and containing a total of 791.20 acres more or less.i �! , - 614 615"—) IQ. 20 the reversion or. reversions of _ Said streets, Hent reference monuments have been placed as'shown `thereon as re - 20 b Chapter 177, Florida Statutes; and that s64 land is located in � 613 — 6!6 sl8 62a o thoroughfares, waterways and :drainage '� y p p _ —_j�q�r c�_ 2g- In ion River County, Florida. Dated____..2 ._f ...8 -/9�_ Z X12- sol o rights of way whenever discontinued by law. Ca.+e , REGISTRATION NO, 1553 J^ X611 FLI-Dso- 7 .AMES EDWARD CLARK -REGISTERED ENGINEER NO. 6085 f 605 640 609608 m %_CERTIFICATE OF APPROVAL _z4 �s'I1 sol 598 OF CITY COUNCIL !-- °� 1—� 605 606 5x714 THIS IS TO CERTIFY That on__ -.-..____r-____._._._ the •--- m ►� 5ss C.iiy._Council City- of Sebastian, W N TRACT 1601 600 595 594 O -- .. t of P 0) .� Indian River County, Florida cOL — — _1 5- I TRAC , ` - TRACT ��0�� v __________________________________• -------------------•-----•---•---approved the foregoing plat. r SEAL ---599 �v 590 } •- - .... .._._.. t— TRACT K TR _ ACTM'r MAYOR. 1 sss ATTEST: 8-r 591 592 1 586. I � 593 Q l-585 ZTRACT CITY CLERK. I m Q o v, fill 576 595 J 'J" ! 584 583 582 -, f .-- ---� t 10 577 t \ CERTIFICATE OF APPROVAL BY BOARD o `;? 578 .ITR. OF COUNTY COMMISSIONERS 0 0 U)l \F6, 580 i .� 572 573 , � 569 > THIS IS TO CERTIFY, That on----------- -------------- ------------------------------------------- the — LU \° '��� �'/ ~" 573 = m foregoing plat was approved by the Board of County Commissioners of — — CD ' TRACT= \ Indian River County, Florida. _ � TR0 T �.\ As\\v jam/ G \ 57i cro � , 19 20 C6 _ - Q O a 14E 460 -- �\ 30 29 ,i' 566 568 ...--------•---•-•-------------------•-----•----•--..._...-•-•_._ - — f 459 \- - / ACCREDITED REPRESENTATIVE N I p \ 8 i // 454 M 458 �\ i� '_ __-451 _—� 454 -450 I N a 457 NOT 1 O •� I ,.456 455 449 101 1 453 Z _ '*]SUBDIVIDED ! 452 445 444 - 500 250 0 500 1000 0 L1! 441 , SCALE IN FEET ~ii37 43 439 440 O� �OD d E ZEA 2 ---j3 N ' S 1 442 ( r - ( NOT SUBDIVIDED) _. { CERTIFICATE OF CLERK LOCATION 8k KEY MAP _ I HEREBY CERTIFY That I have ex6mined the foregoing plat and find that it complies in form with all the requirements of Chapter 177, Y SECTIONS 19,20,29 &30 , TOWNSHIP 31 SOUTH RANGE 39 EAST JAMES EDWARD CLARK. Florida statutes, and was filed for record on ---------------------------------------------- CITY OF SEBASTIAN , INDIAN RIVER COUNTY , FLORIDA t• l a '.mss, "•H nY a {:y ..... n,.�.\...' m..x," .I,., :i �`V•'-. ,Y q - 's , •3�.. ,}Y-x'P': _ �,�"n. �'•r94 . d, ' :. .:,: .'.v .':'. .. :.iN. t): .^wy�R. r, v -✓ ... �i•^y — k_.,M} .r,�"�:Y... �*t" :.i:'' .. 1 '. '..,., a z. y; —,.... .r_ ti..l.' •F �•7a - 1. ;j% s azo � :,_, x::: i ^:e .n.•y:C:' rB3 .e'.i. •fAb�w -?YY.' ic,^,9�'.� .:. .r. '-•..i. ,3 .. „ rvp:, y.,, c.,� l .;tn. :,_' 'r � ;.:n :sri x:•. :�' :?- .ins. '. v+,!,r. ... q a. '.:t .,�"M:P. -� ar :Yr .,.�,.' R0.?; 's-�';":• .' n A SUBDI WS/ON OF A PORT/ON OF SEC TIONS 19,20, s,29a30v, TOWNSHIP 31 SOUTH RANGE 39 EAST C1 T Y OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA SHEET 2 OF 17 SHEETS PLAT BOOK AND PAGE 100 50 0 100 200 300 L.Wi. l� arl YIIYYI ill � IIiIY �I ' I imliYurnn I ': i i 11 SCALE IN FEET ( SEE SHEET6 1 � 1 , 'L 50iI 208.47' EAST (EAST goy' %��% j 1 305 30�' 3o0' A" l Y 1— ^ N 250' 250' 25c�' 001 14 30, 30` a5 so' 85' z5' 25' so 85 25' 25'� 125' 125' \ 25' th 208.10' 1 ~ ~ toI � 32 � �- 1 13 = II d Z 12 � 13 a 4 II � Z 12 �_ 13 ° 125 125' z E45T EAST i 207.73' w j 85' 80' 85' 85' 80' $5' 2 0 31 00 125' 125 I'm 125' L' > 12 _ o ) 1 2 07.3ra' 10 $ 14 10 2 14 1 m I ' FAST 125 125' I 125` 125' z 3 30 D , EAST EAST EAST EAST 9 15 - = 9 15 - 1 206.99' o I = 4 r'29 �� o _ w z = 10 w 8 16 >= 8 = 16 v=y 5 28 0 —437-o s 9 o _ _ - ml 20.24' 7 17 �, 7 17 s - 4 40- �.� _ 01 to , eo 2 27 l 8 —438— _ —439- 7 - w o 6 = 18n 6 18 oo 7 26 pv 0z f 25' W WI 7 EAST 5 'd 19 5 19 w - = _ l = _ cn U ~ 8 %1 25 `aQ3 ..'A ( SEE SHEET 3 ) ., x o I 4 2 0 4 2 0 �o ° �' 00" °� •,,fn I M L_ _ 490.b1 EAST <1 205.13' r ��p�� Q3s> EA -,T 350.31' 31o5.0' Tr) o9 °� q:�Q o'oc -15.x1' go' 80 go' i25' �5' 125' 25' z w� t25` 24 2( a=2°41 IT 25' ' o, 5 3 21 - 3 21 EAsr' _ �fi\�v a4.�g z s o 204 7` ,n �� o 0 In at in +- s O IO 0 20 0 o I o �-I- � - �P 23 - 0 2 2 - 0 21 - 20 r o I g � s� z _ - - F - - � 10 - _ z - z - N �1 p 530.31' i25' EAST oc - 125' EAST ' 01 - Do O �. 125' 54-29' 1&, 0.02' 80' 8o' $0' 90' z �._ a t� 4 PRM 2 °� 22 2 ao 22 105.31' 80, so 80' 80' F-AeT moo' _ - o N— 447- N a 1 I 20d.3g' - EAST EASTdo EAST EAST its o o m � 1 J 125' 125' 125' 125' .9 r o z ��{► 19 2 � w . O r 5 2 m N _ r f25' EAgT 125' EAST w N ° a �? I 1 �' .12 (3 14 N i 5 r 16 N 17 � 0 18 n . .r a. 10' 25, _ 3 - 1 23 .__I , m 1 23 �' o - z �,oa�' �� T p D cn 2oG.02' 25 25 25' 25' V ob' A 123' 125' 125' 125' 15.81• 80' 8Q' 80' 80' 80' 80' h p�0 4 ! IS o m 3 o qi �5.. R, 76' 150.01, 2 co an 300' cp50.59' /f, �" oh . 60 t} N 39 118. c H N89� 51.0' 141= 1255.39 N N DQ / I^� p�Pv 2.351.5-15 8O, 80' If 203.roQ5' % 8¢'93 II II N 11 I N ,I 11 H It q N So' — f() 1 1 —442— LUl - ^,I <•n � t. loco ��o CS' 17 i� � M 4 `�Q�Q 5 m ``n" N ° L� 0 - o I Z) 10 2 3 4 5 6 7 0( ! 8 9 10 11 12 13 14 15 - .1 16 6 o z z w � - w 0 .501 2x 3.15 8°5.0 i' fi0' „ n n tt n } -� n n n n N H n 80' 125.41' 109.83' O I 8 . Z1 22.58. 2 N89'S(v'14"!= _ _ - _ _ N8005G 1d"E 145x31' \ �� / 777' 30• so' Dt �r�Jjlr�� I� I"�JJ1-'1 J 2o2ga' _�_ y LIMIT of PL -AT --Jr jJ59D'82'OI°E JAMES EDWARD CLARK CIVIL ENGINEER MIAMI- FLORIDA SHEET 2 OF 17 SHEETS I18LOTS THIS SHEET SH -17 Li AF I A SUBDIVISION OFA PORTION OF SECT/ONS /9,20,29 B30, TOWNSHIP 31 SOUTH, RANGE 39 EAST C/ T Y OF SEBA S T/AN, INDIAN RI VER COUNTY FL O R/ DA SHEET 3 OF 17 SHEETS e S E E S H E E T 5 � N99°33'28°E � i25' 40' 40' abo.s1' t=AsT �25f - 70� 31' 740.3!' - 306' AV E N V E N i0' EAS '740. f� as 5 0°0 N 125' 81.05' Seo' ,. Sto` 84.1& t00' 25 25 t $5. 80' 85' 25 b 21 25'$ � - 4 41- '�-,�- s �-- 6 _ 7 N o 6 5 4 3 2 N I U m !1 12 mZ 13 V z 20 - - too' 3 9 CA ^ 1 3 05' 102.26' so, 80' ao o (%} 85' 80' 85' - o i25 EAST EAST t25' r 7 = t� I--- � a o ?9 D N Ln ' N o 10 14 � °o 0 os 21 r 22 �„ 23 0 24 25 _ 26 0 z w W 10 9 4< %, p=15°odoo z �" A=22.70 80' gp' J 6% 8 50.31' 80 100 9; � Q 390.31 00 Z 9 - t5 - 18 20 0, a 11q.81' EAST 415.31' cn RT r- o ► 1 :9 p,0 1B' 3eD.l' z _ 9 = r. �z Q o� Q y S g ^ o _ o; RAD. a s - 17 s- 16 1219 EAST -443- :-447-to 10 0 1z5 0 0 717 - 16 13 = « 18 m z1 TRACT "A" -ago � 9 m z w m 3s5 Ac. N fl - I I m 15 0 18 0 14 0 17 Cn EA sr "' 6) 12 = Iq 25. 6 125' 125' _ = 5 19 � 14 = ---- —= °d 20' EASEMENT" b 15 00 16 °° o 0 s �•� z � - 13 - z v aa. 75 125' J 25' 440.151' - - I 9°'07,81, N 25� a9o.51 EAST N _ q = 2 0 = l3 '07 $1' 6A-oT 350.3j' F T � (D sG6 _ 14 ( S EE S H E E T 2 3 - 21 PRM 12,m (®j in M 15 M N O t:V 2 °D 22�20'EASEMENT v w ~ Lu EAST EAST 25' 25' cn l25' 125' m —saST_ 16 = � 3 p 10 z >0 23 0 441se, W ��4.2�18s W 02'74.52.' -15.40V a �� ��''25' RAOA �g� 17 .>*. tt� 4 Sq.��R.)y'N 150.01' ``�1� PPvjQ ` 1 4 N S°,02va4 E Q:100 .j2 (D Q•1�4J mti �, 18 0 Qc 3 .c, a $ W 1D N 7 occo o 40 ,V, N t3'J°33'28"E cf) — — s o11 ¢,22� 19 , 217fo.GG' _d0_ 40' N 89° 32' 01" E 2(,". 5G, LIMIT OF PLAT---- CALCULATED LAT - CALCULATED BY /WAM DRAWN BY XG CHECKED BY h E APPROVED BY Gr PLAT BOOK i AND PAGE 100 50 0 100 200 300 SCALE IN FEET } �---f 1 PLAT BOOK AND PAGEI L ' 100 50 0 100 200 .300 1j . iiia rf■a in ni• r-rr iini ru 'nr� flow Inuri i 10 �111l 1 i� SCALE IN FEET f A SUBDI VISION OF A PORT/ON OF SECT/ONS /9,20,29 B 30, TOWNSHIP 3/ SOUTH, RANGE 39 EAST CITY OF SEBASTIAN, INDIAN RI VER COUNTY, FLORIDA N 4 SHEET 4 OF 17 SHEETS `^ s SHEET N SEE 9 ) 8- 10 �_ ^ nh�, I ('� ( f''� 6 8 4 . I �' 125' °o °a ' z lYl I 1 I EAsr TERRACE 25' EAST EAST. o EAST EAST 25 0 .p\'tii ohh 9.3�?p A-69 127.12' ' ho ��� oj, `Q 35/3.. A-29.3D�"'Ib 80 0 0 11 II 80' 135' • . 5 0 12 00 ago 6 �° 1 L..� z 0 S. L. SECT. 20-31-39 I 78f o A=Oi 27 42 - 3 W v /9, r U N.L. 5ECT. 29- 3j-39 ?6. �� _ _ Q 13'1.29' w 23 Q 22 21 20 19 18 17 16 15 - - -- z a z I 5' 25' 1251 0 4 p o :9 = 13 - _ cJ � • Q Q 3 � I4 C� - EAST `° o m 9 0 80 n ,t 11 I ► N= 'in q �_ 9 o `'o• �� 37.13' 80' II i1 it 11 8p' �f 80 ,�- t4 0 °�° 0 1 125' ,g 125 z 131.84 D 9.J' tS Off•' ��' \ - - - C' as J Z. O BAST �"' - - o (D -567- 'v" �, $ 04 3 ��� _ � -566- _ � fa.4s' t3't.it' _ ��� � � _ � �, _ q so, tih 30 ,1' 4 4 rte' o `5 6 7 8 9 10 N o t I c� 2.- Qa 3 _ 14 o f 4 15 t �0 25' 25' 0 ?0 .6 9,00 b=04''21'20"ch - 0 128. ►- ao 138.36 9 rte- N /A=13.t°1' a` 4 o c/ 0 2ApIg03' _ ??'69 0p 9f� i 96.'1 i' 80' U It 11 f d-�`°48� d=0 ° 6 13 M ? ^ o L - \ 7, 11 80 25.13' =51.2 ' t1=691622" Q=lfv/g- dQ ti� w Q 15 _ _ -568- Q7 c' ' I P Oa-pq �Na, 17� �, =0 3 16 = O' q So01.94 qo ` 8° Q6, Ln A D I A EAST N R 4 53.04-' Q 3„ q0� '� 8¢�?,' 9' r v / 2 o Q 12 5' 13 8.8 8 �' � p• � //S „ A. N _ )Z 428 265 -�6. � zs Z EAST a 4.32 80, II x + �14.p3� A. 5 2 v 66 h e / Rqa- o M 4=18 5 r 11 11 ll 1! $0 298 / , ¢$ o°� TO 2 F ` o ti 2� 2013 =/I 9S¢33'�� o cb 1 /q� �+ 16 °� 2 0 0 44 vi o 6=09'54'33" pg43 00�• ti �M 43 s, 42 41 40 39 38 37 36 35 :n Ss6%?joy aQo o f5.50 126. (05' 125' 139.39' 5�'� s� '� i 3 a ��G%�9�i. N z Z �' d'34 `aa,� =��206� �hq`690 �QQ,/p• o N EAST EAST �e 120 (20' 80' - a 4/ °?/ •R' o � N !► tl 11 11 Il d is r „ 3 ° ? 3 a Q- o Cl co S, o,o , S, o •F. F 80. II 11 i1 800' A=52=95 f'� 33 00 \Q., �95433• �• z vti °- 17 - 0 ( 0 18 o N e o\ti .00 it t� a II R Q gspp3, A:140'i'40 _ o - 4 5 4 - C=) 06'6 p„ �� 86, ° 25' 4 q. \ 5.104 79' 50.50' 1'15' 14 0.04: / Z _ x Q,,//sb'08'54'33�,�<v 9g -'4? q=246 5 6 7 8 9 10 I ! i2 13 i4 ;n ;Y I5 ?/°SBe� 32 0� G/o; 6,9�, 450'6=313.' 'luso' EAST, 315.20' N N s. _ o 0 0 �' \ •'S� �s•?' 1oD� N o �3 eo o ?8S D '�` 5' Q• , �, -�� 39 0.9 0' �, q'/g7 j�' - - 99, 0�,0 9„ 6•Q 2 47 N 0 330.86 ti N r- 16 L 4 2pl A'86.9r' , o. 3 d= 167 ' 8n' Il Il a°I8°pp, oo 9; O• a 4= A-33.16 (,5.00 95 95.00 110.816 12 4� 00��7 . y7; �' . II II 11 tl II it 80' A=55.g3 p �h. �� 4r / 31 v o �u 10 28 59� 6'04°00'00" 10 .,•�, 4i ° , N ' ¢ a o e� �6 O\pp0 q; 6SS, P.?15, /� 83�. 50' 9= �h '?°A 3 9 , d //° �``� e o ��\tih�Opo eo, mss, foo ti� meq,. Q,glB64-26? 24' N /`-� EAST, R/?B�°`�` ��q 17 ASS q=//6 3� 3� z %� Q u� �, Q�, a 1q� q 3 , 30 0 29 cT 28 27 0 26 13 _� �0°p�% 39'� b 5' 9b' 95.5D' 9 5' 93' 4 2.50' s' 'P/ A 9- PQ° �0. .3 '�, =6S z Q _ o z 9 y h� /" A=0 DD 94 91.50' 9!' 3400 p > 0 7/,00 ��'Q `',x(. .•�, 6s �Oo o.� _ _ - _ - '�'fOQ Bo V9 ?� •s vo /6'2 06 43°CD X01 \�' p0 a?/O �e a I q Qo F=. 9 C4 $ o �S°p�� p66 =� �f5°l� q,8 llte.36 A:gl$q' (05' 95` 9�' 1 1.61' o S .� o -a E- 4- S , A \ o, , a 0 8 9^ A9 IS o 19 20 21 22 a 23 `" 24 �O' ? o A'08°2836, A°69.48' ( 84' 84' II00' , s_�, 15 0 16 o 17 0 0 0 0 _ _ v o, o, ,� _ d; - _ -451- - _ F� • j 8 .129.99' iD7.o3' 96.oD4' ��o`�' s� �� ,j -4 54- a, � o � � 9� � z 14•L1 N 0 95,5D4' y5.OD4 94.004 93.004' 92.504 91.504 E -s s9 h i�^E 91.004= 2254 n" o�P o� w o 18 r a 19 ac' 20 21 2 2 23 24 25' sa �a°30rL0'` °2 `3 1008.09 LIMIT OFPLAT--�' _ �P 25 0 �.� 9 z Q� o m, � oLa O cl� V4 Z '190` �r 139.18' a? \ 10'1.22' 90'84.00' 11 II z R�QN 7 EAST . j :., 84.00 100.78 ,QD 4. �251 N oDU ;JT1;�o a N 122.84 0 ; ET., EAST _ 26 00 EAST N L LJ 91.00` 84' it ►i Ll it Il 84 90.11' 6 `o_`' 138•(02 w °° °° (NOT 123.44 SUBDIVIDED �+- 27 N 18 �0 17 16 15 14 13 12 11 �0 10 a - 451- _ '� - - Z - 4 53- _ z � a o d 19 8.01' 25 5 a 9o.8TPRM a' `t `�? 91.00' 1- o \�o _ ao o- w o b 124.0' N �. N W _ C -i_ = 28 o cj � --�, � 4 � � 131.52' M �' I o 0 2 3 4 5 6 7 8 g o 11.4.65' � : 3 _ In LO o - 29. _ 91.00' 84' II p a It 11 84'cli 91.65' `- 13io•9 00 o 3 0 �� ' a EAST $20.81' N - N .c.�Tf�-EET�, U 125.25' z- - � 91.00• : M N 30 =_ _ 84 11 0 11 d 84 91.91' � �- 136.41' z _ z 4 00 _ _ J 0o 2 co Q S. 25'125' 17 r o 16 15 14 13 12 11 10 09 N 125.85' o 0 31 4 52,- EA5T o 0° °° 9 L00' E @4 G 11 , 110.001 92.00' a ,� o 84 92.14It 12.00'109.14! o, 00 EAST � 1-- w z5 4 N o I o� 2 3 4 m 5 6 0 7 �= 8 z W \ 126.52 - _ _ 32 _ Clo N 25` 25' - z - - ►ri '6 o N89°29'21E 135.2,6' �/ 110.004' i z 25' 25' in Zn H 160:09' \ 91.00 a a n , 110.49' �. 1 _ 589°29'27"E 822.(09' N �l 1.85' LIMIT OF PLATJI NAt A�► , ENUE S 8902 9 27` E LI IA IT OF PLATS 1007.18' U NOT SUBDIVIDED ) CALCULATED BY AMM DRAWN BY AS CHECKED BY H, APPROVED BY CT Its, ti F F 1 � � 18 e° F� ro Np 17 ��� co 2 0 I ��.� 7 16 \tvo� 09S ° ,gy d=34°2 �M 18 A`r;o 6 , o ! C� PA•D`� y�8• '� ��F 5, ,,•3o'0o_q. Q,S?�Q \� oo' �\\ `3 `i i .O"' .►Q .�' ��. � � pq R= 7 , ?6�'0 �'✓`'\ 25 o 22 Q 14 sit 19 19 `� I o°°;� \tip' o q� ti`' �o�0 2 5 q�p 104.28' `- h`�o S moo, /off`, ops Rpt' °S e� 23� o� �O 2 �0 15 \ %6 9 e�\�° BAST b .tio h a o ,�� 4 00 - 0 6. o- �o. \ti .o s, .� �9 ��. .Ooay. �>. � 0 3 57 a, '�CQD ��O � �.T' \� � - - �O 20 �O 0130 \�� O g� s. \ uo� 0��� .� � 4 50- -&'L�---- r� �� P •1b[�g iQ 8 14 41"E IAL e Q ! o- �� p1 AL h\ ,cep°00 0 /9 0a �' o. >oG, s 6 �\ , p"ti 5 ` [t A �` 2Q A 9 1' O, o, ,,�`z ,� ��, 4 2 14 �� o ,� , /� �G-� M� \� y° p0 0 •s -o 190 ,G A=3 �L 2 O, i�v'sC-- Do" 4 c, p,105 5 �\�� a S �� - `F v ,n 4 inner 5 �'` �, 1`1l� 09 N't(o'3p �s \R� `S �i 1 p. ,�' \�q8 09+x, 9 9 7_' •r p=08°1 ` v, (2 bow `'+ vc c o s�,� -17 �"o 31�' b� p0 �N" 25 s 50 104.28 ^ I f 9. 4. Sp, d �► �5 3 a av <d+ i? \`�� p �- ti �Q, o A o > 41. :a S s , �� c- d �0 p o. 6, °O �b y9•, a w 8 oda O `� 5 o s t`L3 E s a? nW p6, --Z \ o �• ''' Nto1° ct; = ?� �� �G�'�� ,�, � ao .�0p��? �-�� o A°g0 00 ,� 123.10 ^ _ o 0 b\% �l, 00 y 9 0 13 � •0 . y "' 119.28' w IF- N `� �p4 Z p� 0,� qb p0 69 P \o \�� `hh �=�v N� ►Al l ' �o ���\�' p0\ qp0'\ J` u,Z c'p ��+ p9 3 �, EAST_ z ,4,,S7° �`''p\g' �,`���1-`'' °'�� o °3� co o SAD t�v r o TRACT Is 11 0 �; �ob� D ��o �s . v �I Sw ? 6�00.� Ph o 0o h� 2A o �= `�o da- 1 zo6; , \ Q' - wo \Q P\'j 0 104.28 1 98 --Ac p0 P 'c �r u� , N _ - 4 55 - �.� 141 a A=25.31 cn oc w 3?, c� p: c, o - os- �, 4, 2 i3' v+ - 92 \ o �I z 3 OA328.31° 0 , 25 +� - "� `hh 1, �'9-� Q 8Op,51„ R, u, 6=14'30'DD'� 7 4' 10 A 18 _i 0 1 P, `8 °ik E P -1 w _ 25' s 2 q.99' `1q OD ° \ P Q ( _n =,q N I2 r, o I «, d=38°3000" _ c- o o 25' 25' 2_°" a s`ll0 i \5 1, p N O z A 9 3p�°o�n(� \� °� q3 y - =° 449- �� _ I N v o A=33.fo0' 1C) LCi o 4�.�iD' lJ° ' /� P� CQ aJ�o N 6 f M (I N u 10 cn = Q o o Z 40 to b' w- 145.44 �, 152.03' Z 126' i �'� 125' 14 ro. (°5' i= A- Q 48 ,ti3� A�2.�C a �3 ��� , ti �6 �� 40' 40' _ W 3 6 9 A' +lca n � „ � % 9. �'' 1-- o\ti _ 2= .� ° 114.9 8 107.20' ' EAST _ �z _352.03, 301.1o6' Z fl'38°30'00 p.13 ��> e= ° , o .� �.. N89 3328E b 496.4(a' 104.28 A 93 �� '� DRAIN R/WV� �V ti DRAINAGE sag°29'29"E RIGHT 49(n.3i- OF WAY 35.. G �n s 804.20' � 19 30 DO' � � A=37.61, o. - 125' N 89.08' 80' 11 11 8O. 23' w " 119.20' `tr,=15.41'3$" 11, • $� 2S 2 5 81. p98• ��� N89°33'28"E !L w _ 95' 80' it 11 II ll 11 fl 80' `� 4420' A°3655' A'14.14 „ OlD°5 g Cq$' W14, q\� 3 r � o = w 25' 26' PRM 02 2'34 Q 05 5D 00 J i y3.1 \� ` ? s- 1 0\0,\- c, a . � o o 9 Q w 2 z� gA _ " 2. Z N 4 r o 5 6 7 8 Lo r„ N w 9 12 A1Q5,18. 447 � ¢off 40' - - o r� _ - N I N o 2 3 4 5 6 7 8 9 Ln N o I0 o 4�'� N�� �� 24 - _ - Z N a I I t3�' t�,r v � ��_ _ 25 �. $�' z so' n n 60' ?88.35' — — ;n 25 M o - LL1 448 p� s89°29'21"E 5(o0.ib'� C 95 8o 11 II Il ti li It 80' 81.07' 83.24' M 13 - - RADIAL o o L A�/� _ p� . ►�' N 2s' z5' �o � �� °� 3 ao N R H 711.$7 AVE C w 444,-, 0=9� 23 �� 40' 40' LIMIT OF PLA 589 29 2 w s N 1=AST, �n 9 ` TJ T' E X71.85' .. ,n — _ r 125' Z 25 N o 14 `-= — EAST or: 004 0 N _ z 24 23 22 21 20 19 18 17 16 15 „�� C) OD m - - 20' Egp EMENt co z O —(26' - — — � M 25' y5' 80' 11 II Il II 11 11 80' 81.01' 83.24' 13�' w+--25 ro 22 co 9 1040.31' _ 1� r_� ---115'---�- �--N89°3 N 1090.31' EAST i v U t_ N- � �� ( NOT SUBDIVIDED ) 190.37' �" 300' , ?0 EASEMENT o M JAMES EDWARD CLARK S E E S H E E T 3 ) N _ 'w CIVIL ENGINEER MIAMI- FLORIDA. W W W SHEET 5 OF 17 SHEETS 89 LOTS THIS SHEET -1 CALCULATED BY IV4M DRAWN BY 146 CHECKED BY HF APPROVED BY C 7 ry ` ( SEE SHEET 7 ) %% i 114.35' 1 II EAST % 15 26 0 NL A Nnn%L� EST 12 01) q 5.51' 80' a II H 80' A-18.19' i1 16 q3°�a\� i?ao 13 �. I 213.99' 30' SO'�� f a 3 7 1 1 9� oar — N 2 5 2 2 4 23 2 2 21 2 0 N 19 18 t 12 0o a��� �� �h�� h� s, �h 213. Gs, 95.51' so' 03.4' 1 A°8° 11 10 I to o N t1 n 1- 459- •1PP7 213.2' o 981 2 3 4 5 6 7 t8 —446— Ile % 19 ��' 1p69 NI 95.51 80 80 o•� s , p� I 212.90' ` N M 525.51 R=1 115'.... fl 11 20 \ p� 9 054 I N UN Y L EAST N , It �� 15 8 _ / 95.51' as a 1t n ao' T - —IC 5V' �► 21 112.54' 22 14'j p� 23 - �I N 31 - o 30 29 28 27 26 - 25 N 2 4 �� ,} 13 �\ a _ z 7 - - q it t1 ,fib`. �5d 212.1$' 0 95.51' 80` 11 11 II 80' A=8614' n 11 12 col M A=15.59' t1 II D -458- 9 A=011,°04'00" a t 0 `� 33 �- - 6 _s - �o 2 3 4 5 6 N o 7 N o 8 �� % N o - - z - •�tb 34 a. z A >> ►.0 Q=04'04'00'' = w� 5 _ \ 95.51' an' j1 it n Rn' A=84.4 211.45' A T ELn 5.51' s . d, 38°30'00" tt 36 { N J % 95.51' 80' 11 tt � n 80' A -1b.29' u u u l 4 ( 1 - d-03°31' 30" s Iw a 39 �' X38 =I 211.09' 45 1 L 44 43 �^ _ 42 " 41 40 t� ' 0 o 46 I WCQ —4 -,) ? 4 8 0 47Ln 0 o� 3 = 2 gt3q' 1 80' 80' A-a3.9a' 5� M no Q ( 21 p.i 3' 1001 r, AZA ^ R� q Dry J-\ J �g 1 l C3 o w o 95.51' N19°22,49��E EA5T - 110, 93' eOA3--DI 'M I 1 A=80• „ � 2 0 94.51' -15.43' A=80.0'1' A•80.91„ e43°1515 �) m A=14.5'1' d=03'13' 10 >103 13' W 1 I 210.3zo _-00°35'09" n �� of EAST 49 LO Z 50 , 51 o o I 2: 3 4 5 a 6 w `� otz � Lo c=j �� O� 1 _ z z �Z 456 c' �` 209 9 R. / ` 95.51' 80, 90' 60' 94.51' 90. 80' tl It 8014 EAST + o `} '°r ►055.52 EAST C► r, r_ z I 239.80 t. _ E R 905' QTR L.ET — J I_ ( 850' w � F 209.02' % 95' 80' 85' GO' Sb' 80' II II 80' 125' 1 _ ao I `�' _ _ _ ap 10 ap 25, o = N°- I 16 N N 1 Na 2 3 No L 5 6 7 8 9 cl so — 437— - P� Z � —4 45— J) 0 95' 80' 85' '� o ' _ R./ -\-Ji , 109.11' r .� 86, ga 11 Il 80' _ 8 11 co `" z 708.84 EAST 310, Z '0 17 16 15 14 13 s _ LO N I N Ln �g n n 4} co 12 W CO 00 15 TRACT B . 8 -Ac. Q 0 m M 320' €3.5' 80' 11 II 801 125' J z5' w w c, `o I 208.41 30' g05' pQ n' o I EASE — Z 305' vi 1 114 \.► il 1Y1� EAST 300' 300' fi V 11 %j L.v z _ 0 m SEE - SHEET 2cn ) PLAT BOOK AND PAGE 100 50 0 100 200 300 SCALE IN FEET JAMES EDWARD CLARK CIVIL ENGINEER MIAMI- FLORIDA SHEET 6 OF 17 SHEETS ' 118 LOTS THIS SHEET SH—l7 1 � JAMES EDWARD CLARK CIVIL ENGINEER MIAMI- FLORIDA SHEET 6 OF 17 SHEETS ' 118 LOTS THIS SHEET SH—l7 A SUBDI VISION OF A POR TION OF SEC TIONS /9,20,29 8 30, TOWNSHIP 31 SOUTH, RANGE 39 EA S T ( SEE SHEET 10 ) ( S E, E �� ° , CITY OF SEBASTIAN., TIAN INDIAN RIVER COUNTY, Y 14. � 9(o D 20 3142„ , N , FL ORI DA t i 'H 282. 1' EAST —� $=539.��.--Q° 3g, SHEET 7 OF !7 SHEETS { SEE 2s �' 2�•--25 t EAST t d°5130 q SHEET I Ii) i 125. O 152.(n3' 80' i I5Od•03'5p dAp''34•,5•%, tS �25 t EAST i LIJ t EAS" i I EAST i W 10 oa. a y 12s' t25' t - 125 - - 125' 125 12 S' II5 °O 8 °p 25' N 50, 18 E2 z 17 `; . W 16 15 N o �, F�, tsr EAST 40' v g o 20 �- 0 9 00 20 17 00 -� 14 N 11 -5 84-22 a. 152.44, &0 505 4'1010.00- 9, moo _ _ 80' 50' A°26.01- A•1o9.16' �% � 9 13 aQ••y, �6•'�' � -582- EAST � Q _ F45T 282.44' y d'�I.30'00" R: Oho W IL EAST BAST E - - 583-19 582 _ o° o9•�4. Q• 12 q w U 10 = - 10 = 19 = IS 0 �- O 3S�3 %pb O�P� 4�6? 5 S "' � �A=19:103p' 12 ao 0, 21 .�.. EAST 2 32.29' ? 469 �bo•,\'Lh ooh f� (n 25' A=l1S'92� 3Q' � ojL - - _ I o 58 I ttl 149.29' 9 0' 45' A°69• b• Q'S�0 6 a I ! - �, o� o RADIAL = 1 ! = 18 = - I I = 18 = = I g = 3p � b> o _ Q�?to w co S •��0. �j�Oo�74 w o^ Q �t 2 0 pip I •�� o _ I 2 3 0� o' ?jr ` , 0 Q, uy oo� �3$ 7o 4 2�� sr-, i� h\c,0 0� 2gp14C apo FAST = 12 = 17 = = 12 = 17 = - 20 = o, - o 1 90, 45' �� 4 p ti� �p�°,� '�' `�o, \ .� `�� 14 �, N 6 `� ?f ' ¢' �J 125.14 \ 1Io5.89 a 12 I 282.01' EAST �_ Q-�opQ• ?S �• Q \, i /v o � .Q '�, `,�, � _ � -553- o 21 w r 24ro•65 35.4T� .Sid 4 60 5 y� �' �/ % o, b\�%O p o a o o H- s 0 as 80 • 85.89' 00 13 EAST 216.61' h s��oo4���; oo� oo. �o �� pso ��a �`� '?.�s9s PRM �' (6 13 16 °° EAST _ = w •-. a �Q �� 6✓ �, g Q ��s _ ��� (�5 125 I25' t25'R125' 13 o a o 30' 30' 9 _ �-- EAST EAST EAST EAST ' DO 00' s 1 9 M s4, �G� '� so �� a:s2>' 15 N � 16 17 Cl 18 �, � 2s Q5 rn EAST M CD o �" %:�, Z 14 15 o`"c °�° 14 ago I5 115' 3 ��A -1180 25' LID �, o, 7 . a: q=/ 25' 5 �,� m 2 2 I25 a J 2 110.45' � 7 80' 80' 85.89` 1?.9' 125, �ghp` Q a o o Q D. - Z Y �, - o. / / \ 125' 5 p• yQO a �. o,a o , (0 W - _ 25 r �h� % EAS 89 c, EAST 315'A'9 ,\\'l �0`?0 2S o Q tet` 14 a o �, �q °5 �, rn t7o o� w o Q �c o� 8 EAsr o� 6 N 5q o DRQ N P a 9 % h 4`67 41' , I 21 b 33' ti� .0�� 8 'qt'o, ,ti p�P 4=1I�1000.1 I $0' 80 85 84' 90' 80' II I II D $p' 10' � � �•3� � �� � ti S69°0 5 Q Fnz I - 7%- 24 9 �`�- '� 4 N oQ 3 2 r 1 �; LU i 24 �`� so' ' - ° i 1 ate, - Z _ 30 Z 29 28 �� , 27 26 25 N o10 Lu A•!t)4 8r r-80, 80' 85.8q' p' NI I Z, • A.�ti�,� 00° Q` IS L+.61_ \ 23 10 q 8o If I n n 8o' to n31'0o°0 ;qo°oo �v h�� E A 5 T 500' e O`\Oc SS ?s' �00• 1 R r _ \ ��' �' Ik,- 216.09' 22 L6I J l \ i� \ \ 16 = I 5 = 002-50 EAST 500' EAST z 1�' k�� w � 17 OUR� �� p w cn 21 0 0 �5' 8b90 1 103' 80' 30.10' A-44.511 AAA o a� s .p0 s' w Q N 215.91' \ 12 m 0 25 S' "' ° o cn o b A=a� 0a o0'• ��'� `�'� o0 n n�f} A-38.27` i a �' �_. _ — 580- 70 \ 18 sA� 000 v a0' 40 TRACT �Y 6z o h TRACT X.. a 23 =Ac. o - E- N o . 19 c�. 4 N 2 0.25± Ac. ° ,f, �n - 0 0 I� 1 _ oZ Ja 22 0 21 N°o 20 ��\\° z _ `� \ 2 0;� 13 0 125' �� t23.r�a� aL - / o. Ism 215.85' 0. // / �o� � � y RADIAL a � �t o � °- 23 � a• Z z e A=1�°30�\� P1.Ik Q J ` _ ,� IN � 24 0 �ps18'OO v N M \ Ig 1 o 26 ao�a ,°o' oa.69, ao' 3a1e a•loo.t31' (4 o W of a �9?oql 3 M . ° 9 \ 3°a �'oo Ago R,2� llo.lo p•� o. / rro i G - 5 °��' \5r3 QO" EAST 215.73' �\ -460- k2 15 o Rpo\A�- �� a\a�' �os9�� ��,� q � 0 ti m e 2s, -157 2 "o 25 0 — m cc 215.61' 17 - 'l // � ti4 62—� . \ 16 �0 3 9, r !7 E 15 IV A- , �0 A e4.8� 80' :2 ' =Ic�3r o' l0` TRACT °D•• - RR-�' ate` _ EAsr q . °8' Ac . 14 19 5 R'11!9 80' BD r- ✓ z X 00( 17 13 20 6 s Q 215.1 s' �� ^ s _ `. 0 co co 12 21 ��- �j� 7 00 215.06, II �h c>'o 8 Q ti� o�� 22 -446- �o �m a' So• 15 23 -3-2►--11 4.94 , 0o�� 9 w �Q SE�ANEo. o 5./. 1- 20qfi�cn g-01 495.51' EAST TZ( 4WE .5¢c_/S-31-39 - (6 9551' 80' q it II 8a A•89.21'- —a\C pp, Opo_ D 9 oQyo �,,� goo 24��c- - o ` \ ,voe ��iNE s�c.30-3/ 39 JAMES EDWARD CLARK o' o I" 0 2 3 4 5 6 ,7, N G� V a A =cu g 13 30 30' Qn°00'00'; �_g2�' �a 25h `oo�, 5� CIVIL ENGINEER CALCULATED BYM f y ( 21435 \ 95.51 80' 11 u 11 so' a-tt3.�0 ,00" ` �� i i .3a°3o h h� 5 MIAMI- FLORIDA DRAWN BY � � s26.s►' N R=4,f5' _ ti � CHECKED BY h'E L A� r► EAST SHEET 7 OF 17 SHEETS APPROVED BY CT ( S E E S H E E T 6 ) 160 LOTS THIS SHEET SH -17 _ j A SUBDI VISION OF A POR TION OF SEC TIONS /9,20,29 8 30, TOWNSHIP 31 SOUTH, RANGE 39 EA S T ( SEE SHEET 10 ) ( S E, E �� ° , CITY OF SEBASTIAN., TIAN INDIAN RIVER COUNTY, Y 14. � 9(o D 20 3142„ , N , FL ORI DA t i 'H 282. 1' EAST —� $=539.��.--Q° 3g, SHEET 7 OF !7 SHEETS { SEE 2s �' 2�•--25 t EAST t d°5130 q SHEET I Ii) i 125. O 152.(n3' 80' i I5Od•03'5p dAp''34•,5•%, tS �25 t EAST i LIJ t EAS" i I EAST i W 10 oa. a y 12s' t25' t - 125 - - 125' 125 12 S' II5 °O 8 °p 25' N 50, 18 E2 z 17 `; . W 16 15 N o �, F�, tsr EAST 40' v g o 20 �- 0 9 00 20 17 00 -� 14 N 11 -5 84-22 a. 152.44, &0 505 4'1010.00- 9, moo _ _ 80' 50' A°26.01- A•1o9.16' �% � 9 13 aQ••y, �6•'�' � -582- EAST � Q _ F45T 282.44' y d'�I.30'00" R: Oho W IL EAST BAST E - - 583-19 582 _ o° o9•�4. Q• 12 q w U 10 = - 10 = 19 = IS 0 �- O 3S�3 %pb O�P� 4�6? 5 S "' � �A=19:103p' 12 ao 0, 21 .�.. EAST 2 32.29' ? 469 �bo•,\'Lh ooh f� (n 25' A=l1S'92� 3Q' � ojL - - _ I o 58 I ttl 149.29' 9 0' 45' A°69• b• Q'S�0 6 a I ! - �, o� o RADIAL = 1 ! = 18 = - I I = 18 = = I g = 3p � b> o _ Q�?to w co S •��0. �j�Oo�74 w o^ Q �t 2 0 pip I •�� o _ I 2 3 0� o' ?jr ` , 0 Q, uy oo� �3$ 7o 4 2�� sr-, i� h\c,0 0� 2gp14C apo FAST = 12 = 17 = = 12 = 17 = - 20 = o, - o 1 90, 45' �� 4 p ti� �p�°,� '�' `�o, \ .� `�� 14 �, N 6 `� ?f ' ¢' �J 125.14 \ 1Io5.89 a 12 I 282.01' EAST �_ Q-�opQ• ?S �• Q \, i /v o � .Q '�, `,�, � _ � -553- o 21 w r 24ro•65 35.4T� .Sid 4 60 5 y� �' �/ % o, b\�%O p o a o o H- s 0 as 80 • 85.89' 00 13 EAST 216.61' h s��oo4���; oo� oo. �o �� pso ��a �`� '?.�s9s PRM �' (6 13 16 °° EAST _ = w •-. a �Q �� 6✓ �, g Q ��s _ ��� (�5 125 I25' t25'R125' 13 o a o 30' 30' 9 _ �-- EAST EAST EAST EAST ' DO 00' s 1 9 M s4, �G� '� so �� a:s2>' 15 N � 16 17 Cl 18 �, � 2s Q5 rn EAST M CD o �" %:�, Z 14 15 o`"c °�° 14 ago I5 115' 3 ��A -1180 25' LID �, o, 7 . a: q=/ 25' 5 �,� m 2 2 I25 a J 2 110.45' � 7 80' 80' 85.89` 1?.9' 125, �ghp` Q a o o Q D. - Z Y �, - o. / / \ 125' 5 p• yQO a �. o,a o , (0 W - _ 25 r �h� % EAS 89 c, EAST 315'A'9 ,\\'l �0`?0 2S o Q tet` 14 a o �, �q °5 �, rn t7o o� w o Q �c o� 8 EAsr o� 6 N 5q o DRQ N P a 9 % h 4`67 41' , I 21 b 33' ti� .0�� 8 'qt'o, ,ti p�P 4=1I�1000.1 I $0' 80 85 84' 90' 80' II I II D $p' 10' � � �•3� � �� � ti S69°0 5 Q Fnz I - 7%- 24 9 �`�- '� 4 N oQ 3 2 r 1 �; LU i 24 �`� so' ' - ° i 1 ate, - Z _ 30 Z 29 28 �� , 27 26 25 N o10 Lu A•!t)4 8r r-80, 80' 85.8q' p' NI I Z, • A.�ti�,� 00° Q` IS L+.61_ \ 23 10 q 8o If I n n 8o' to n31'0o°0 ;qo°oo �v h�� E A 5 T 500' e O`\Oc SS ?s' �00• 1 R r _ \ ��' �' Ik,- 216.09' 22 L6I J l \ i� \ \ 16 = I 5 = 002-50 EAST 500' EAST z 1�' k�� w � 17 OUR� �� p w cn 21 0 0 �5' 8b90 1 103' 80' 30.10' A-44.511 AAA o a� s .p0 s' w Q N 215.91' \ 12 m 0 25 S' "' ° o cn o b A=a� 0a o0'• ��'� `�'� o0 n n�f} A-38.27` i a �' �_. _ — 580- 70 \ 18 sA� 000 v a0' 40 TRACT �Y 6z o h TRACT X.. a 23 =Ac. o - E- N o . 19 c�. 4 N 2 0.25± Ac. ° ,f, �n - 0 0 I� 1 _ oZ Ja 22 0 21 N°o 20 ��\\° z _ `� \ 2 0;� 13 0 125' �� t23.r�a� aL - / o. Ism 215.85' 0. // / �o� � � y RADIAL a � �t o � °- 23 � a• Z z e A=1�°30�\� P1.Ik Q J ` _ ,� IN � 24 0 �ps18'OO v N M \ Ig 1 o 26 ao�a ,°o' oa.69, ao' 3a1e a•loo.t31' (4 o W of a �9?oql 3 M . ° 9 \ 3°a �'oo Ago R,2� llo.lo p•� o. / rro i G - 5 °��' \5r3 QO" EAST 215.73' �\ -460- k2 15 o Rpo\A�- �� a\a�' �os9�� ��,� q � 0 ti m e 2s, -157 2 "o 25 0 — m cc 215.61' 17 - 'l // � ti4 62—� . \ 16 �0 3 9, r !7 E 15 IV A- , �0 A e4.8� 80' :2 ' =Ic�3r o' l0` TRACT °D•• - RR-�' ate` _ EAsr q . °8' Ac . 14 19 5 R'11!9 80' BD r- ✓ z X 00( 17 13 20 6 s Q 215.1 s' �� ^ s _ `. 0 co co 12 21 ��- �j� 7 00 215.06, II �h c>'o 8 Q ti� o�� 22 -446- �o �m a' So• 15 23 -3-2►--11 4.94 , 0o�� 9 w �Q SE�ANEo. o 5./. 1- 20qfi�cn g-01 495.51' EAST TZ( 4WE .5¢c_/S-31-39 - (6 9551' 80' q it II 8a A•89.21'- —a\C pp, Opo_ D 9 oQyo �,,� goo 24��c- - o ` \ ,voe ��iNE s�c.30-3/ 39 JAMES EDWARD CLARK o' o I" 0 2 3 4 5 6 ,7, N G� V a A =cu g 13 30 30' Qn°00'00'; �_g2�' �a 25h `oo�, 5� CIVIL ENGINEER CALCULATED BYM f y ( 21435 \ 95.51 80' 11 u 11 so' a-tt3.�0 ,00" ` �� i i .3a°3o h h� 5 MIAMI- FLORIDA DRAWN BY � � s26.s►' N R=4,f5' _ ti � CHECKED BY h'E L A� r► EAST SHEET 7 OF 17 SHEETS APPROVED BY CT ( S E E S H E E T 6 ) 160 LOTS THIS SHEET SH -17 _ A CALCULATED BY NIA*f DRAWN BY ,LA1 CHECKED BY HE APPROVED BY CT . 1 A SUBDIVISION OFA PORT/ON OF SECT/ONS 19,20,29 8 30, TOWNSHIP 31 SOUTH, RANGE 39 EAST C1TY OF SEBASTIAN, /ND/AN RI VER COUNTY, FLORIDA SHEET 8 OF 17 SHEETS ( S E E S H E E T 10 ) S 90 EAST II8.0' s6 y° 5. DRAINAGE RIGHT OF WAY `po' p n EAST 727.854' cid` P' y 20' EasMENT-� 204.11' 168.06,M " II�.o' 9 N o o �9 t ; Z 10 P 5 65.4¢ ~ A-134.97' 110. I_0' Q R: 49D 1 X022. �:3 a �s.�, �h\ \\ 30 8 0 Q•�o _ 116' o/ M z w 3a•30'�p,�� EAST /01p \ �3 o m M1 EAST N ARD' ,� R.►�`' \\ \fo �ih o�co 000��' ���, \ 4°?¢119' = N►ta' \ \FqJ, ��� LJ '84 23in Ld TRACT F V \Lpd 3 13tpc. zD, \moo %s — 565- EAST CIO0 2lo.08' io2.a2' \ \ Q N8403'34"� �D a TRACT "Ell \ \ \ w SF 31-1t Ac• coo A' S 2 To �ps40: ' TRACT "G11 \ °\cQ lee, hh 32 L' - Ac. �.�� Q moo, 19 20 2030.13' PR ►18912 5' 2.3 r - r 30 29 c� o, VA, JAMES EDWARD CLARK !� CIVIL ENGINEER MIAMI- FLORIDA SHEET 8 OF17 SHEETS 10 LOTS THIS SHEET, SH -l7 CALCULATED BY INAO DRAWN BY Ll" CHECKED BY H� APPROVED BY ,:''r 0 ( SEE SHEET ` 12 ) � o 25 � - � o 0 5 (SEE SHEET 10 ) �� �o�c�- P ; 1,�5, o s , { SEE SHEET 13 ) , 00 16 f , 0 o p0 0 1�, 9 ov, 1 1 0 425' o �r 1 v o QADIN- s o 1251 25 125' _ =fl. RADIAL �A o RAO1dL O r 10' 101't "'• 0 125' o. l25' 15 06 10 o cn Qa 125' 224.,5V 25' �` GA ST EAST 1t 2s' Z5 FAQ1 -�-- 125' 125' t�0' �0' EAST EAST E-Ad3T 2 2 0 00 14 — 575 -11 allo 8 a2 oA t5 Qo 00.. 85' u5. ta' 25' 25' l9 c� op 1— n 125` 125' ?0'I^ASEXLN to o �� �'� a,�o� 0,5. 00 oo in = a EAST ------- a' �a D``� 12 No 13 - 14 Qso II � LQ ,b' -r,) -576- P\ !3 ° 9 �21 20 o A:-15.20 , a 25 125' t25' 125 PRIA 125' N of I `� X660? ��oo tiQ60 10 p� . OF WAY �.� i � o t1 cv N ? a 2ot.CoS' W �, (�' ,� 315' z 315' N 2 _ ?p 4SF 36 ,�Og S o� P ob P b P A -b50' , 85 11(0. Co'J — uj 0 W N D v t - EA3T EAST AVE G N U M to ( �y 4 PS' 4. a. ' �tk &,9T° _ Fti 0 9 � �- / 125' 125' / 125 ' 125 ( \ \ o N X25 3 e a oa° p '1 �n fi s 0° 10 co o COG o� P m° o N v 16 15 � 0 40' �' N -574- 2 w n �� 17 -IDo -° I I m p p 0 a 2 0 t� o . 25 25 25' _ 21 - 1 _ _ 21 = 6i �' = 11 O /? 2 0 a N �O S36 OLQ`� \y Q< X00 86' I(i.71 125 N cls !k (� x2'27.92/' �' 125' I25' 125' EAgT S ` o ��. 8� 18 ���0� EAsT D1 1 V G. ' 0 EAST E4S7 EAST _o I `� N m 19 i2 b " KA DIA QQof � 125Q Q o�°.^ a�cs�` 75. 12t�.15' s �, a A D. Q D ,� �D 00 20 00 2 °c' ao 22 00 z ,a A, d=Q�oo oo.. �� _� �o� q- o- a TRACT "H 27925 4=14ZU r �.a o p �, 0 0 0 3 ,s. + Ac. 1-- a r 0 2 �5 25 0 7 = 19 -c b 25' 25' o .8 9 C> rye 18 - 13 aao 0 125 tY 125 125' t20.0(b 119 PRIA -9 19 3 _ - 23 ct EA,GT EAST EAST NO ' m .. 6 $ 20 co 7 0 10 0 0 573-17 co = 18 _ 4 = 24j 14 I CD , 1 - - `^ -J 125• I 570 o- o Ea - 5 21 6 11 cs 8 0 z 16 �- W �, N.0 o 0 130.4►' o CD 17 5 r o 2 5 14�,' Ps' 2s' .15 a� - - Z EpsT� A- 5a I 570 _569- 4001 v = 4 = 22 o 5 _ 12 -572- p15 �= e,' a � 131. D 8' 16 = 6 26 N �39�o�4z t57 L. L E R eo5._ EASIVE T st O Lp �2 0. 8 p 0 c ���Rpo' 3944 13 _ =4d3_ 80, 60' ' c0 3 23 80 a 13l .7 Co Oa - a Lt - goo 14 d o •- F 15 7 V - - 13 No 12 11 IO N� 9 0 0 27 o a _z -z 2�° 24 = 3 - = 14 ° --- 125' r 13T.52'132.4 3 ` 1 t 7.48' 80' „ 80' 110— . 125' - 730 EAST T 0 U = 14 = 8 DRAINAGE RIGHT OF WAY N 0 m° 25 m p ro13 � � � IICo' 83� 'i30 11C. � �25T C'� � 2 00 15 � "- 5 73- 83'. W _ Q 125' 125 133• lo' W Z EAzT EA sT LD T U)` 0 13 9 O N 1 2 3 4 5 6 7 ;D 8 1 o °ota — _ 0 00 16 0 _ 125' EAST 125' -to 0 26 g 1 Z :=A_1V.05 EAbrA:IJo ��+ - 25 iD ►�- *d -c� \ l ICo' $3' gam' t[Co' 125' 60' i25' J 125' . 133.90' 10 a� T T 0 tV95.a�� N N 350 309.20 /�`!C'Ail 1C o c\r /y V s 12 ` ao �, u 55 pp AAs - N EAST �?T ��//9. .•QQN ~ - ZJoI- 80' 1• ♦. '1 'i ". &0'. ' ` 1 I 1125' , N 5 I 6• W S V 25 ` 125 50 % 125' 134.42 m �9 IN a o 0 0 o N 4 aQ 18 a 17 16 15 14 13 12 11 0 10 9 -- V LI 9 10 0 % �� � '� $�' z -571 — � � 0 125' 125 125 13a.2Co' tn� z QQsj, D oNO CO4•d0 80' 85,TEAST O EA -37' EAST EAST � �t� 0 567-- o 1O � CO 7 co_ $ -568 11 0 W 43, R25» _' _ w JAMES EDWARD CLARK w a:aa- ►21 N 2 3 4 5 6 7 8 9 [_ Q 135•�Q` 90 A= 30.91' o o N N Z ( SEE SHEET 8) 4° , 6 ~ a i4. t� _ (0 6 � o o 11 � 7 12 CIVIL ENGINEER $ so „ Ro 215' MIAMI -FLORIDA tea. .4`300 2 G5 -J. 1G. N i25' t25 M 25' 125' 05 Co. 1' 25' 25' roe4.1�' EAST 2 � EAST 22 t7" EAST C A C -� Zs` EAST EAST CALCULATED BY 1,lAM DRAWN BY LM CHECKED BY APPROVED BY e7 PLAT BOOK AND PAGE 100 50 0 100 200 300 SCALE IN FEET it A SUBDIVISION OF A PORT/OlI! OF SECT/ONS /9; 0,29 B 30, TOWNSHIP 31 SOUTH., RANGE 39 EAST CITY OF SEBASTIAN., /ND/AN R/ VER COUNTY, FL OR/DA SHEET 10 OF 17 SHEETS ( SEE SHEET 12 ) L.c a _EAST Uz I 25' /* 85' 80' 85' '\25?` S i u o° 1 125' 25� N N � N 1 EAST Idl 0 2 - 3co LLC=zp t4f 185' 152. 60' q_l20 Lt 1 °° 4 EAST 331-(o O' 82' 0 85' 80' 85.27bl0. R - 2b !25' 125.21' p9 cwr. P 4. 80 It Il 80 N=86.18' Q{ Q 9 4=13°43'00" q. p w = 5 = co 29 �o 00 �0 40. ��o,��; �� tioa $.ao 2 $ 8fl4'�s 8c3' �•`� N 125 N � �ci tih g 8 lz>c"9 10 11 12 o 13 EAST �ti PD�poQ���)S'S�st ` �� 7 z z 14 —580— = 31.84' ��s� o� o $Ba' —576— s Z = 6 - 28 — 15 ��o, 4 00 6 4wyt A-56.2(0 / A-5 .26' ,�,` 15 'e4d��8/o O� � � � ap �� �`��2�4 4 2920 6S 939 6 :ti�� 5 p�`o % 29 28 27 26 � 25 q A° 16 -7 �p Z7 / Arm �l °p o.�'q �e�.O ��d `3' 30 00 44 o a, \ti Q 2 9 vy W -�-, 125' 25 N < 4 `0� $o' Il II 80' �0 2 4 Lo L1 EAST ! � I o Qo 4 O ,?5i 31 per. •BEo' ,�:569� 17 - N 2 6 = °- 7 I o� 0 125, o �P4DIQt e©tib p,\,�3 8` 33T.6o' EAsr e:�tc%�,a q:6o \,�h � - oQ No Rqp Q ao 90. - ti RADIAL oaM !AA �, oo ° ��t� 48.SQ' 80` 11 80' 48.80' .A.9 Q z - 3 �; 32 �; a p� 23 o i__ 18 0� �n a 4o a';� Q .� ,� - o 0 4 z — 25 _ 8 40' 40' _" �s , 125' �..r1 2 s 3 4 5 N 6 25 ,25' 10' EAST a EAST 0 N 125' M E4 ST - � a � `� 125 —579 �aST co 2 33 WHO, —577 108.90` W � 1 24 00 � 9 N f 25' 125' 1 E45T EAST ao aoLO 34 �� N 1 �' z 10 9 8 r 7 N_ u — z = 23 = = 10 t 25' 25 \ 125 125 / \ i68_$p 80 II 80 108.8f1 315' ti p OUGLASS zo Zr) EAST AV E N U L _ 22 I � f 125 N N - I 1 125' \ C 125' 80' !I 80' 92.(00' \ - 25' 25' 25, M CI w N a 5 N 13 _ o 21 � N a N 4U' 40' 4 145' " t25' N 14 15 16 N z 17 N 25' , 125'0 12 '9 125' EAST _ EAST EAST _ ¢o o EA5T 80' tl 80' 92.100' cz)N 6-o Q C. o Q ,M 125' RAD. voo °° 6 ac• co l2 l05' 125 _ 10?.104' of x • 98. 2 0 0 - o - 00 - a- P � in oc of Qd o� Ma o- o coQ 3 o f 25' 125' o e o ``� z 125' va ooh 000 ¢_ 0:48°li'23' d=48.1!23 9 19° in RAD. Qo 13 Po _ A° 21.03' m Q=21.63' ! =(°8 cN tD , 18 ��., 130.34 o p a- �M 81°30'00"E v oQ N L o RAD.. 7 n"�. °- - !93 25' 25' �' 20 � � o co CA. 125, a �+ o -o = ,a- o� I I hCO� .� A'S9 (03 Q. Z Q `Oa �s Rgpl M ^ �o ,� �a o o , - 5 / 8- �q R=So' l 102.(00' 19 �, Ac �� 2 loo oQ Z loo c EAST a o- � QI Qa d M EAST J o Fasr 110' Q n Iq�.(ooC 1. g 1? v 14 0 0 134 42, _� 6Q, ��4,`�ga' 1= AST a N Q; o S69°p� of M RAD -"' � , tl �� 6�, q�24t�q �% 102.60' \ �...� o 0 /2• v s 69°0p p�CIO 00, Lo o$ L 21 oR9 2318 40 N wp„ 5013' 90' 190.53' 5414 105' 125' 104.60' 15 ��;� EAST 7 18. 6 o 17 s ,� �� M A M ( SEE M °n N W w V) v) u..t w Z Z J J F- ~ N ti LU w 3 SHEET w w w N v t JAMES EDWARD CLARK CIVIL ENGINEER 8 ) MIAMI - FLORIDA SHEET 10 OF17 SHEETS 96 LOTS THIS SHEET SH -17 4-�w 6 i, a Alt r .Rvw�� iv/./vIV yr/ LOW fr �rt1 / IV/V V!- a7GV / /V/Va7 IJ,JjpGJ GtCA JV, I VfflVa7l7ll" JI 7VUl f7� lTAIVVC Jy CAlal I i C/cliT Y OF SEBA ST/AN, !ND/AN R/ VER COUNTY, 1�L OR10A 1, SHEET 11 OF 17 SHEETS EAsT o SEBASTIAN HIGHLANDS �� SEE SHEET 15 ) _�08 9 - NIT 16 !31.89, S.N. UNIT CENTER OFSEC_TION 11 ��T. a IA / EAST 4'.�V I i 14�.5�' 315' 225' i EAST GTR c CT NDA 1-•'1 L 540' N o� too' 80' II p II 80' �:� o pv I 18b.24 � � 125' I t5' e3�.51' 1 5 99 �p38 8 50' } 3030' 07 40' 40' _ ��► I 1 w��s co o 0 0 1 ( I o TRACT L�� ; f; N I N z 2 3 4 5 6 w N 7 .� 1 186.09'125' 2} At N j z zo I EAST 100' 80' II II II 80' 49.21' p6a m �� 2 b 2 831.5'x' EAST 125' EAST tc1 ° rn N o 185.91' 30' 30' 0 TRACT "K";r, TRACT ..M.. o ?�±Ac tie+Ac. = c6fi 3 - 0 00 300 915Z.51' EAST 725 EAST 0 185.85' 125' 85' ►t II ( Il II It It It It 85' 102.51' 100' gp' u I II II 80" 153. cl 3' �I EASTLu 1 ; -588- z i I W 4 _ 0 4 �N 5 6 7 QI i B 9 f0 I! I2 13 14 0 15 N an I ``'0 2 3L" 14 5 Nc � w l 18 5.13' � �- z N� I _ell Z 40' 40' z w I i 6- Z 7 I WI 125' �5' II a 1 I► n 11 11 (I J It 85' 102.5' / 1()()- 80' 11 C" <D i if u 90� aq X0,39-- 8 5 1141.571' EAST N 540' EAST ii '' �.� N N �' D 8 3 2.5T 3 (5' N 3 15' ? 25' V G �,d•9�'f'� g6QP?, � f l 25' 80' I I II It It II ' � � � 9 pp\ 0 80 92.57 �� / g5 80 85 1 l' 126' A• sa ��> �� o r--� - 125' � 125 75 a_� R M 6 _ ?, s 9 � 2su zs' zs' ABs �'� N Ln ll� LOLn LnAq o� 9 od °O �, I 2 8 r r I 2 8` �' 25' 25 — 587 - Z 8 7 6 5 4 3 2 i N 3 2 I N 125' ~co M , 185,41' N - - 125 (j 125 125 �" ,cn 125 -EAST F-Ag7 U 1=AST EAST W EAST _ 80' II It 11 5861-1 !► $0' 0 92.51' 85' 80` 85' ,� - �_ zl 7 = 00 10 i15.2b' 124 4 80' II It eo' t2� 125' o 2 � 27 � L 2 27 r :� 10 0 cn 29 °+I = 20 v� -19 2 I N o 22 23 24 25 26 N 125' 125' 8 - 11 EAST EAST = 3 26 _ 3 26 _ i 1 a 185.25' �6S ,,p� Ai�;�5a8o015' 80' II II 80' 92.51' , a % 5 28 _ � _c�4hh0�,.pI �, EAST COUP U f T� I -581- CD I 9 12 =� o� o°� `�` �' = 4 25 = 4 25 - - 12 "- I 185.13' 19 0 o h� 55' 90' 11 90' 102.51' _ N � a ,H 1�. t`- u1 TQ -5 85- 27 = O N cte to _ — Z � 8 _ = 10 = 13 _ EAST I 2 3 o m 5 -5 83- . Z 5 - _ - M o - _ 4 5 = 24 - = 24 a 13 1L 185.01' 18 �' -z —Z M o �L s = 7 26 _ 1- I EAST oL.l 105' 90' n 90' 102.51'1-4 co 00 I 1 co � 14 m - . _ i 25 a,._.o ;- EAST 352.51' 125' .�Z r- _ 184.89' 125' �� 1? - M _ 6 23 = ( - 6 23 = = 14 = o O o _ EAST a r 124.0 o 6 °� 8. 25 = Oc 5' V QO N � RQ a 7 22 = = 7 = - 15 C6 oo °' ap Q=04• D/ , coo — 12 15 0=1ig�s �� Qc _ 22 _ ' 30 30A=D7°2844 o- 16 7 m N 184.14- 67.96'714N- A-73.72' Q'08°118'0,9"oQ n u 9 800 PLO24 Q=20.31'42' co a 214.1=o,TRACT o EAST 282.61' � ./ = APg3-►.\5' 23!`Ac a00 8 � 21 00 8 0 21 mo 16 cop 4-3o• �1• = 8 o O - 125' 125' 25' 25' 125' 125' 4a $�• -�e 26006 ? LS 1 23 co 40' EAST EAST 25' z5' 1 EAST 300 „ 4. 9' 125' 125' 40 EAST S �a )Q6R SHEET N W Lu S JAMES EDWARD CLARK CIVIL ENGINEER MIAMI- FLORIDA 7) SHEET I I OF 17 SHEETS 139 LOTS THIS SHEET SH -17 f fl a Alt r .Rvw�� iv/./vIV yr/ LOW fr �rt1 / IV/V V!- a7GV / /V/Va7 IJ,JjpGJ GtCA JV, I VfflVa7l7ll" JI 7VUl f7� lTAIVVC Jy CAlal I i C/cliT Y OF SEBA ST/AN, !ND/AN R/ VER COUNTY, 1�L OR10A 1, SHEET 11 OF 17 SHEETS EAsT o SEBASTIAN HIGHLANDS �� SEE SHEET 15 ) _�08 9 - NIT 16 !31.89, S.N. UNIT CENTER OFSEC_TION 11 ��T. a IA / EAST 4'.�V I i 14�.5�' 315' 225' i EAST GTR c CT NDA 1-•'1 L 540' N o� too' 80' II p II 80' �:� o pv I 18b.24 � � 125' I t5' e3�.51' 1 5 99 �p38 8 50' } 3030' 07 40' 40' _ ��► I 1 w��s co o 0 0 1 ( I o TRACT L�� ; f; N I N z 2 3 4 5 6 w N 7 .� 1 186.09'125' 2} At N j z zo I EAST 100' 80' II II II 80' 49.21' p6a m �� 2 b 2 831.5'x' EAST 125' EAST tc1 ° rn N o 185.91' 30' 30' 0 TRACT "K";r, TRACT ..M.. o ?�±Ac tie+Ac. = c6fi 3 - 0 00 300 915Z.51' EAST 725 EAST 0 185.85' 125' 85' ►t II ( Il II It It It It 85' 102.51' 100' gp' u I II II 80" 153. cl 3' �I EASTLu 1 ; -588- z i I W 4 _ 0 4 �N 5 6 7 QI i B 9 f0 I! I2 13 14 0 15 N an I ``'0 2 3L" 14 5 Nc � w l 18 5.13' � �- z N� I _ell Z 40' 40' z w I i 6- Z 7 I WI 125' �5' II a 1 I► n 11 11 (I J It 85' 102.5' / 1()()- 80' 11 C" <D i if u 90� aq X0,39-- 8 5 1141.571' EAST N 540' EAST ii '' �.� N N �' D 8 3 2.5T 3 (5' N 3 15' ? 25' V G �,d•9�'f'� g6QP?, � f l 25' 80' I I II It It II ' � � � 9 pp\ 0 80 92.57 �� / g5 80 85 1 l' 126' A• sa ��> �� o r--� - 125' � 125 75 a_� R M 6 _ ?, s 9 � 2su zs' zs' ABs �'� N Ln ll� LOLn LnAq o� 9 od °O �, I 2 8 r r I 2 8` �' 25' 25 — 587 - Z 8 7 6 5 4 3 2 i N 3 2 I N 125' ~co M , 185,41' N - - 125 (j 125 125 �" ,cn 125 -EAST F-Ag7 U 1=AST EAST W EAST _ 80' II It 11 5861-1 !► $0' 0 92.51' 85' 80` 85' ,� - �_ zl 7 = 00 10 i15.2b' 124 4 80' II It eo' t2� 125' o 2 � 27 � L 2 27 r :� 10 0 cn 29 °+I = 20 v� -19 2 I N o 22 23 24 25 26 N 125' 125' 8 - 11 EAST EAST = 3 26 _ 3 26 _ i 1 a 185.25' �6S ,,p� Ai�;�5a8o015' 80' II II 80' 92.51' , a % 5 28 _ � _c�4hh0�,.pI �, EAST COUP U f T� I -581- CD I 9 12 =� o� o°� `�` �' = 4 25 = 4 25 - - 12 "- I 185.13' 19 0 o h� 55' 90' 11 90' 102.51' _ N � a ,H 1�. t`- u1 TQ -5 85- 27 = O N cte to _ — Z � 8 _ = 10 = 13 _ EAST I 2 3 o m 5 -5 83- . Z 5 - _ - M o - _ 4 5 = 24 - = 24 a 13 1L 185.01' 18 �' -z —Z M o �L s = 7 26 _ 1- I EAST oL.l 105' 90' n 90' 102.51'1-4 co 00 I 1 co � 14 m - . _ i 25 a,._.o ;- EAST 352.51' 125' .�Z r- _ 184.89' 125' �� 1? - M _ 6 23 = ( - 6 23 = = 14 = o O o _ EAST a r 124.0 o 6 °� 8. 25 = Oc 5' V QO N � RQ a 7 22 = = 7 = - 15 C6 oo °' ap Q=04• D/ , coo — 12 15 0=1ig�s �� Qc _ 22 _ ' 30 30A=D7°2844 o- 16 7 m N 184.14- 67.96'714N- A-73.72' Q'08°118'0,9"oQ n u 9 800 PLO24 Q=20.31'42' co a 214.1=o,TRACT o EAST 282.61' � ./ = APg3-►.\5' 23!`Ac a00 8 � 21 00 8 0 21 mo 16 cop 4-3o• �1• = 8 o O - 125' 125' 25' 25' 125' 125' 4a $�• -�e 26006 ? LS 1 23 co 40' EAST EAST 25' z5' 1 EAST 300 „ 4. 9' 125' 125' 40 EAST S �a )Q6R SHEET N W Lu S JAMES EDWARD CLARK CIVIL ENGINEER MIAMI- FLORIDA 7) SHEET I I OF 17 SHEETS 139 LOTS THIS SHEET SH -17 CALCULATED BYMAM A SUBDIVISION OF A PORTION OF SECTIONS /90,20,29 830, TOWNSHIP 31 SOUTH, RANGE 39 EAST CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA ' SHEET 12 OF 17 SHEETS ( SEE SHEET 14 ) EAST 25' 25' (039.99' 3 Q > W -}- m W NW ti TRACT "N" - _ TRACT °O" _ 39-r- + A C. 8 49 AC. Z uj (W 9 25 25' Q 114.99' i m H �_p_/��/ 139.99' Q135.pi' L� 0 L1H 1 EAST 275' OR N 2=593.0d, 2 4:Q d 43-4 '1 6g LOLLl D' A:89.49' „0 80' n 80' 25' A,W.51'j, A= ��� LL O - �� q3 L1° !4 39 00 _ 4-061 40 d=0 9! ,5,, ¢46 , 10 j Onh ��1� _ l4 p0• !t gQ z _ `- P ��o. o 0 2 4 o 23 22 21 20 _N Q 19 a 11 ^ op Q 25 `� � d14o39'DO" °#¢'40" � ' eg 18 0 P I8� o 05�� , p=51.53 25'A 8. Z 8 A=71.39 �Q 17 ti`' Qd/4� �0 26 p\A�ti�°�2p ll' n i �' li 80' 25' A=b�.1,?' lr �opoSQ �`' = o p 0 d-�a°2�'oa" d 1 gb.91� A �� Igo 0 1 0 _ -590- _ ?d3200" 4 1/3 ti p..N a 27 0�o��;°° o% 8 0 9 10 I I z N 12 3=1j° 4- '2/ 9� Q a g- 16 a a N W ph '0 4'08°11'00" �� 14 Q 0, ' 25'80Aa4' A95,4 o %Z7 qFs2 28 215' A=3 °4? c�, ��. .��� ,p ^.p4� <r ,9 _ 5 b 3b' bR Z O: 15 \�DAR`a' ° O h 's RA p 29.33' v ins RADSI '� Ngo 'PqD OQ \,�?�� N EAST 225' 50'N A=13ro R 2 u4`' �,� A OR, ���°3�� 03' o r o M 1aC ter, �, '� 1�'�,� S 15' 125 A-39.27' q, s 3,2 . 3 st, rtQaQ �Q a \ F �A. 43,0 J` -58 oo ,,� „ �, Q 1��. , 25' 25' _ °?4 ? s 443 , `� O ��° Op., „ .2, 3 N 89 4(° 36 E 20?.72 Q� �: or /P.�O 11'90 d= ° 43' F �� �� S 1 ago 3Q �� 29 Q 6 Q v _ - 2b 3b'DO" . .�. ��°` `� �,00 ��°��'o ^\'�� OF WAY A.. 2s' 25' = 251 25' 15 coo j `n _ 12 ?.52' ,. 0 1S6 pti�,,•�, Q^s�°� v' D' �� 503' ' \ # 2o2.T2 125' N N 125' N 12 5' N °° �. 143 9 �Q, a O 2 D� p. P,1 EAST EAST EAST cn 125' 125' #25' y 4=ISS' EAST EAST EAST '9'34790' - oo� 593- ��� = 0 4 0°0 00 30 5 1 0 ^ $ = "� �/q 9i6, q11 P o �� o d' PRM a 14 2 11 M Q 3 l e'oo1�a ti.�eo s 13 0 1 co _,,n N . �, \ °` oM 14co .. Oc � � N� �Q Z I 125' �¢ zs 2s'9.a6' 10.54' h°� ooh o�' s.�� 12 ° z EASTLO O 00 �'p,�S a d -3s 0000 .� t j 5 coo 00 .31 4 cA � � - _ _ - o o DRAINAGE - 13 � Fo ,p4 gs�000p9, �''o srf O W _ - 3 = _0 2 I25, ���`� I I I �pa RSA �`' �� �•9 �2 125 EAST 1 125 T 125 (n 9 E AST 'e4Q� 39, P�. 4p O� tih 15 ot EAS 250. , DRAIN R/ W o o DRAIN R/ W o U d z EAST , ,� _ -591- -592- p 4 to a 0 0, 85' 80' 50 g5 = 12 - 4 = I = 9 3 c °- °- °� o X o �\ ems°`' �t„� 16 moo. 25' EAST oc .9 _ � oc !- �-, z rn Q '— 125' 425' 125' 125.31 vQ "� �� a $ I oo• - 5 ✓ 0 - ' a Q " �` nh .40 �p �O. \�' 00 9s �2 i W ILu N ~ E AST EAST p:03°0Q p 0 2s' \ \�o o, s��a �''o �? - �� _ co 1 2 3 _ _ -5 93- A-S.'L4� _- o 9 s s. � �, 09.40' 2 d 125 = 11 _ 5 8 4 0 5 &1 o o "' o.� 17 9co -00 Lou EAST j\ EAST 0 00 LO C3 � r ZS' 25 f 25' 125' 125' z f 25` co 125' —� S, - R5' 80' 85' J EAST o _ _ $5' 80' 85' 85' 8�1' 85'0 �'�"'� cli 0 2 I i6 -575- co 575 -�S- 4� 2 _� _ �, _ N 300' N I M� o _ 9 0 0, 3 580- - - 10 = 6 �,m - _ - - x z do 4 EAST o „ .� o ►- � �w� Z5' 25'��? 7 �0 6 No 5 N 6 7z t1 1 l ivi-43 ¢ o `" �3°294(1=' z a - , me q N 8201 4 _ o . Z d°83 2940 � 0 3 i EAST �� -a A=dfl.82 A'Df 31'4 Q� ° ° A•40.82� Q .; 916 (�/ Go I o 7 n�q'�M dcz A.49.52' A= Q=0454'40 d=OS•55'24° ��= 20 9 co �8P(kp�`� 06 o ppb°2652 Jt 75' 85' J 85` 42.bQ',A-31.46 A•45.4g 0 25 g3°?9� �^� ,ti �O EAST o0e'��, �'A°q 4 99' „ ,� 4� 82 d p�, \��ory 5 O e 2 0; �6s o �� p\'hop o3 2 p.13°236 20 # B 5 152.601 d=11 18' 20 "Q.7P� 8z q ? , '�io cP �s � 0 1 I c�25' N� SSTooc°`�O Op �� P� p��to EAST 337.0' 8�SS3° SO, 9 M 400 o,so 6 574 — �a `iso P p 690 b 18 �j Q. aQ,Qohbs�-Q� �\21 Lu 4 Lu Cf) w z g°� i, opd� 0°� y -{ 17 ori HO 8 O w u r 3 p0�a�" 125 25 0 T7, vo, •• ` n6 6 01 CD - 10 ) ( SEE SHEET 25 o t `L5' W RADIAL 9) JAMES EDWARD CLARK CIVIL ENGINEER MIAMI -FLORIDA SHEET 12 OF 17 SHEETS 102 LOTS THIS SHEET SH -17 1. 133HS SlHi SJLO-1 0 S133HSLI JO 21 133HS V0180-l3-lvyvlw 833NIE)N3 MAID A8VID 08VMa3 S3V4VP ( 6 00 LP 133HS 0 33S OD i U) m m U) r m m m m U) M m m -A AS 03AOdddV V AS a3)403HO W7 AS NMV80 PVVkVAG 031v-lnoivo t— W LU W to v Q,cr,- - - - ( SEE M M N SHEET 17 ) w uj Ln N w L, zz 128.56, I r. 25' Q w EAST I 140' i w W ST EA25' o p D ao 2 ( co j 59 EAST 1341.23' o Q .25' 151.89' i 84.09' 80' It II II 11 !I it 11 II !I II II 80,ao 20 a0 128 81' m w b 140 D _ -��j a� �o _ —598— EAST 00 _ i � . X996- 4 0� Mo5 No 6 7 8 9 10 If 12 13 14 15 16 17 18 N� � � – 20 _ ti'�`, 19 129.19' 80' II 11 II 11 lI II 1i It N 11 II 80' 140' e� N 1281.23' EAST N 1 o = 19 = 3832' O�,�� pq°� I T A�;r �h� 43.12' 80' II II U II 11 fl !I !! II !I II N 129.50' tt� _ 0 II 80' 93.11' 18 a 125' M �- 32 N 31 30 29 28 27 26 25 24 23 22 21 20 19 18 22 17 129.81' Lt,LL EAST `d 93.12' 80' II 11 11 -5,97r11 II z Il n II 80� 93.11' 0 17 — _ 0 125' �„� 00 C) EAST _ �, _ 1 0 _ z N _ N N �' TRA N ! N z 2 3 4 5 6 7 8 9 10 11 12 13 14 15 s 16 N – `+ 0.24 p� U Z 16 Il5' I? N - / N Z \ 93.12' 80' it II II II I1 II II If I( 11 h II 80' 93.11' .. 1 N 415' _ _ 20' EASEMENTS Cn �oor� 135b.23 EAST /EA 1 _ 15 115' i25' x / 93.12 80' 11 11 II li fl 11 II II ll II It 11 8o' 93.11' 130.751 Q -TRACT "W-" N _ N 0.1k 5c. U N 32 C3 Lo L' N 14 _ _ 31 3c� 29 28 27 26 25 24 23 22 21 20 19 18 N 17 131.ot�' E J 93.12' 80' 11 U U II 11 _ 11 'S 96n (I - !l A Il II 80' 93.11, PRM _ 125' U 13 coN j EAST 'o- x in 131.3?' N 2 3 4 5 6 7 8 9 IO I I 12 13 14 15 _ f 6 '`-25' 25' �_ EA5T Nv 25 25' — 2 o _N !2 it Ltd if II Il tI 11 II II 11 80' 43.11' R\�� Qa �� 4 Z ¢P ��,�� q 1'7.81' N - _ ? N ' V`l�C [ 1206.23' EAST RgD�l�� _ 440. 3 L' N- 4Q 6�' I 80' n 7t�1a.23 N R�10� 4 �,°` q� 3 ti 3��??39, ,~ — 5 95'i 80 cls �--• t 95' 80' 11 11 It II q 80' 86.23' A.I,O' 4 o to 1� I c� -594-00 032 11 z –. ��P 4 �r�-5 6 7 8 ``'0 9 �' �� �' N� N� o� 6 Ow cn — !N -- a� ! Z 2 3 4 5 6 7 8 9 10 71.07' 153.93' I ( 80' 11 it 80' 95' 95' 8o' II R Ii II 11 80' 153.93' 78.43' EAST EAST DRAINAGE RIGHT OF WAY b U DRAINAGE RIGHT OF WAY Its, 639.9 9' 25�_j 988.80' z t -- of 0 Z 12)i I JAMES EDWARD CLARK CIVIL ENGINEER MIAMI -FLORIDA SHEET 14 OF 17 SHEETS 114 LOTS THIS SHEET SH -17 a CALCULATED BY/)1,4m DRAWN BY I -Al CHECKED BY 1-1,6 APPROVED BY rr A SUBDIVISION OFA PORT/ON OF SEDT IONS 19,,20,,' 29 B 30, TOwNSHIP 31 SOUTH RANGE 39 EAST CITY OF SEBA STAN, INDIAN RI vER COUNTY, FLORIDA SHEET 15. OF 17 SHEETS ( SEE SHEET 16 ) i f ;0 . EA -z LnI 125' 0 EAST s oc ►—'`L5' � o-= a 30a 25' o z �a 16 s _ _ is)�$` 240' 3 15' EAST °10 ��h _ 225 _ Q 1 I ( c' '� 4.i�' N L 540' U f ( �1 EA5T 1 i EAST t I , ti9 d=31•aDaQtS' a0` l05' i00' 80' Il II II 80' Aao�O pp o f ( 18�.9G' EAST z � N 125' t 25' [ EAST 1 �^ _ 31 _ '�� _ Q- 17 -61 �— 4a ao '707 50 00 I O " ,�, 125' o �, - �' 0 1 - �94s� o I Z 00 3 0o rb 12 � - .`� Qo 32 z 33 34 r �' u ao 7 $ o Q� �,Ott _ - 24 --�.. 23 22 21 20 19 z 18 9� 0 1! Z ,8784 -_604 _ -60 _ � z 89.8I' 150.I9' aa° 105' loo' $o' u u II so' 1,5.79 4-9.21' - 0 2 cr,TRACT..Q.. 13 - 0 -605- �r�r� J J\1 r} / \/ a o o �) \ 1 8 � I. i3 = Ac . °° 00 12 �-, 425' EAST ` 1 11 �1- S r� J J J r� 1126 125'1 25' EAST Ll 18?.72! EAT EAST 125' 80' Il q 80` 105' 0 100' 80` II II 11 11 1 I 11 60' (05' Lt Cr -i= -AST _ -605- M -606- z 9 = I. o z z p 14 N N Z 14 [5 16 [7 !8 Lu N I N~ 2 1 I s _ - 13 -- z z _ d 3 4 5 6 w 1 1 7 N t2 8 TRACT I t25' 25' 25' &') I ( — z — 11T I�o7.57 125' <o0 8d' tt 11 80` ID5' % \ 100' 80' II II 1 O.a Ac. I 9 II II I i II 80 65 w 0 = u o-. .� J X172.5?' 6I5' .o .. —�: EAST _ ! c' I I dZ57' r 315' c I n3 0.0 0' A/ C A 11 1 C c'� c= 1 187.48' J25' ( L- I . N 4.15' ( I 952.6' 300' H v r- r�-�-�� i 0O _ i o u i o Q o zs 25 o is' z5' I � _ o 0 1 ~L� `L.L.I TRACTS I 167.x' !25' 1 a 1 18 a 1 0 18 o c o EAST t _ w v - - I i 125 � 125 u 125 I25' I'15' 31 Ac. - ! 12= 0 2 1 EAST EAST EAST EAST EAST ` 18i. 24' ! 2 17 2 m- l7 (,� 0 16 6 -603- t (� 16 03 i 13 3 187. 12' 1 = _ _ wl I 3 - 16 - - _ _ _ _ 3 16 15 z co 14 _ _1 4 K) 4 1 "''� 187.00 Z IW = 4 = 15 =15 _ 0 4 = = 14 - Ln `'I� =10_ z _ -602- Iw TRACT ��P�� �� r 15 5 _ iQ ,� �2+A�. -601- L -600- -599- = i Z lrJ N 18C . >38' I W — 5 — = N _ J I 1 14 0o z 5 - 14 w Q zl� 16 _ 6 = � O 1 z 1 _ _ 13 _ _ 6 � Q 18�.-r �' 6 13 � 2 �--� N ! _ _ Cl ci� I7! L of = 7 1 o f 7 12 7 — I I. ZJ) 6o o i al 01 18 00 0 8. m w w l I 6Co.52' ro 8o I I 000 8 � 11 w o00 10 � _ M I EAST 125' ! EAST I PRM 125' 125, 125' 125' 125' N Z 6)1 0 19 9 b 9 o I - EAST E AST o I EAST SEBASTIAN WWI.AHOS 1 30' 30' I Pot% s s - 9 . 10 r o 9 10 �' zs— O UNIT ►6 ( I8�.3�a� \ 125' I 952.51' 4a' 40' - _ - o A w �� s ` w S.H. UNIT liv'� I - N CENTER or SECT. 19— �21�.ao4' o \ 125' 125' 25' 25' --- R . t=AiT i C �A� 1 1 41-51' EAST J T l ;CCT. t �.oA 316 N 226' 9� UK� L 1 PAST 540' JAMES EDWARD CLARK ( SEE CIVIL ENGINEER SHEET CALCULATED BY 11'1AM DRAWN BY AG CHECKED BY fiE APPROVED BY CT yrs .AftAXAr A=WIFAN""AFMAFAFAFENNAL11111111RAff RJ< /rt AI"INl - 100 50 0 100 200 300 1 II -11111 IIII IWIWfY� iii�iYililll� SCALE IN FEET 382.5 ' 89°411 E SEBASTIAN H1 L N UNIT Q_1220.24 N 38 73 5� N GH A DS ((o _- �ISI N89041'38"E _ N89°3d'25"E SOUTH LINE SECT. 18-31-39 �-- At �I` i �� NORTH LINA SECT 19-31-39 A '-1 1 3'=1'4� =2b8.41' R=1180 24' N89°e�7'38"E 8'12.42' LIMIT OF PLAT, ---f ;r, _� N89°4735 E 640 N N 125' 59.9_5 Q=100' A-1b1•lo Q p=13°014° A�--A 80.21' Aj�9' 52.41' 85' U - -- __ _ p=1313'4l�' II 11 11 II II 100' 80' II It 80' 19.82' 4`q_�� 25` p=103.6"1 „ a-0v2T4U' 0=01'3455' $5' Coa' n' 14°13°13'46" A=170.86' R'7a0d 9 >� p-05°01'58 _ _ r _ _ _ _ _ 40' 4.0' _ = o a r 9 = �a•i� �d I I o 1-9 59.8911 D'Ol°54'1" _ '�r3�sy, p s= p M 0 N o c_ja Ln= s s to tCl ri m 40 989059351E A-132.08' m g nc �., -9 �c ,s c, N r �1 N °�°, co ' ' C9 cn 12 enn O 11 R, '�' cn o in os91°54'31' 25 °' 0 24 - 0 23 z 22 21 - 20 19 IS - 17 - 16 - 15 ' z 14 - _ 2 _ 10 9 8 Z 7 0- EAST LO cn �y � M 85 100 �.#�- 100' 80' 11 1' 80' 130' 10 0 111.51 9 0 85 II 1I 11 II H 11 lI EAST °- 97.51' 801 II II II I rc (I u n n 80' loo' Q EAST 189.99' �i -6I�- L J 125' EAST wl -614- o = ,So, �I 0 30' 30' I i 2 3 4 5 �I 16 7 8 9 10 i I I2 f 3 _ �-' I M o �' I o EAST ioo co 2 co O a I - o z 2 3 4 5 M o 6 ,25 5 0 z wI z z� 9 189.91' 's 61 I � o , 801 li it ll '� I II ti (► it II 11 8f1` I00� N z \ too, so' n n so' 80' �1�h �= ¢Q �3r.g91 I i 00 N ti 1 1141.51' EAST ti 5` ?� o� ��oo0 24 pIA� Q _ 3 - N - 540' D o� CL (89.15' 91.51' 80' II II II ' i II 11 N Q II n 80' i a0' 10 0` 80' it II II 80' A �° tt� I; -613 -616- 0:3� ,� 8 t - I 4 - N I N Lu 2 3 4 5 w i 6 7 8 9 10 !! '� N s �' s �va9 sem, I� 12 N� 13 _ �, I �z 2 3 4 5 6 No 7 � NI 189.63' z ¢i i - z - w z i1 i9 0 cn mI 612- 91.51' 80' U (1 I1 �'i Il II 11 I1 Ir 11 80' t00' loo' SO" 11 II II 80' 115.19' 49.21' d = o l 5 = EAST 1011.51 ` N I w) TRACT R�, �' TRACT ..5.. = wI 6 = 284*AG. - 191±AG. _ a I �� PRM � 25' EAST o ►► 189.39' 125 fo2.(o2' . 149.9x' 80' it 14 1 U It II 11 (I 80' caa' ®f 100' 80' it II II eo' 115.19' 49.21' �n 0 �I i o I 13 !2 fl 10 9 8 7 �� 6 - _ Py 69 N w �n zn s 1 �,1 I _ i 89.21' 1251 o d9 �sz 15 5� � 14 w I I I N z 2 3 4 5 6 N 7 ", , o I EAST cr 16 _ °3p0�' N I i z - Z ��� p\P ao p33 5' 80' II I 1 11 II I 1 1 d'38• �� s = 8 _ a o 0o p 38 I ( Ii 80' Ia0 f \ 100 80' II II II 8p p,66oDOp,, 8 - I _ - 2 o ,o a7 4 m 0000 , N � LAST ?91.5-7' N N 5401 - 3 9 189.15' Z h 0,� �0 L-�4 _ 123.9Q oQh ^ x 9$2.51 �n 315' :c� 315' EAST q25' �P)) /�• 00 :9 QA00 "AL ,�,I o ��. 1 1 1 9 6 i l obZ �= �� �ti 31.15 80 80 125 25' 25' 125' 125 % ! 25' 125' �. 125' 15` 9 `'� g.- 13\ 8� _ Z -- - 3 - _ - - o o�� �`� �-- 235Ln Ln LID 8s L, o < I q � 17 �Q a 0 23 0 I i6 � I = 16 � L .1 Lq Ln z5' 5. fl a jog° L Z 189-013, 3 -st �` oo` _ ._ a z o o~c _ 0 1 a 0 16' in � -_ a 0�` Q-32�q a5� - - z (� Z Ln L � �gp 00'' 20 ? 21 22 s_ 125' f25' 125' 125' 125' 125' 125' `i' W O V � oI 10 00 00 2 �Pp�P Q: 5°D � o C -i_ EAST _ EAST EAST EAST EAST EAST EAST a °-I 188.91' _r 'rZ 0°0 24 ' o a o 0 0 EAST I8 °° _Q 9,a . � 2 15 00 2 15 m ! 00 2 15 00 10 ao M Lu o CI60 Lo o -� 19 ?� Fv 1A. u- EAST 125' -748.1 ' 19tO.6 ' \ 1 ' 25 - - 3 14 = = 3 14 _, i - 3 a � ` Bo So 14 - � P r� r r r 1 _ X52.51' -6 i0- -6 ®9- -608- -60?- 9 19 592.57' EAST _ In 188 . b9' 125' 80' So' 82.51' 153.9 3' 11.011 co' = 26 = - 4 13 = z = 4 13 - = 4 13 - 101 = 12 = N I �0 2 N 3 4 No 5 �`�'\Pv � Z o Z/ f2 � 27 - z = 5 12 - = 5 12 -- �, - 5 12 = 13 = q-�0 o I 2 co cr � r °° °° D Ik An INN 391.51' N 4=90• ��° -9 188.44' D N EAST CT. �� �s- 16o��i'�� �, r = 28 = = 6 _ _ _ - - (14 9 �� �o�P -, 1 16 11 6 I I = 14 - 125' 83.18' 83.19' 15' 9> j Z' .d �-,tr' 3 _ N - - 8s M * � �� 604 7 = ,>,N N s Z5 25' �s` d , S I 188.32' N 6 N a 7 8 N o 9 _ N 125' 29 a C60 7 10 � 00 7 10 00 7 10 0 15 - 603 - z z130 EAST _I25' 125' 125' 125' 125' 125' 125' 2i 125' 4 - EAST � 83.18' '83.19' 125' � 8 � I EAST � � EAST EAST EAST �"" EAST EAST o . EAST - < I25 11,01. 51' EAST - 188.20' 1 ' o o o O 5 a 10 �,, 8 0 9 0 8 9 0 o z _ - _ _ 8 _ 5 = TRACT �c _00 9 - v� 40, L o 9 + Q 0, 125' _ �� �S4' 15' (25' . 4a' 125' 125' zs z5' P=�0 '] 125 15' 188.0.8' EAST I _ Ac . m Q A -605- Sq*78 240' N 315' 22rN ° w W o I a � 4 �� `''� II ^������ EAST p. JAMES EDWARD CLARK _ 6 `-50' I as 30' 30 125' 125' z5 t3 010 000 CIVIL ENGINEER SEE SHEET 15 181.9(01 EAST i 125' EAST EAST I MIAMI -FLORIDA SHEET 16 OF 17 SHEETS SEE SHEET 15 a 188 LOTS THIS SHEET t SH -17 t F CALCULATED BY RAM DRAWN BY AG CHECKED BY 115 APPROVED BY �'T 4 PLAT BOOK AND PAGE 100 50 0 100 200 300 •imurm11111V'18illllii66d°1�umntiw.i� iMimmmiuum IuuiI mill uinminu1 SCALE IN FEET w 0 N I� IN 0 a C> ( NOT SUBDIVIDED ) SEBASTIAN NIGLANDS UNIT 16 N89°34'25^E LIMIT OF PLATS8817 N$9°35'2" 1E LIMIT Of PLAT N89°3e'21^E 1320.43' _� r 213.31' _ 4b4.20' NORTH LINE SECT. 19-31-39 25 9 20 1082.010' 9 r�/����Jw s Dr�,��JJ�I��r r RIGH �r ° ����1 �`l Q9 F-�19 - EAST 349.07' _ N 89 35 21,,E 1082.24' 00 115' ..102.24' 80' II Il 11 it t1 tt II tl II 80' 100' 123.(02'V 0 pp 07 9< 6� 2 N z I `=' I N o N_ 3 �_ 4 N_ 5 N_ 6 °�° 7 �` 8 9 M I O I I m 12 Z 13 N�-' N 36 cn w -6 21- - - � r _ 3 u, 123.(08' 45 ` I0�55' 80' It 11 it 11 II tt It 11 U 80' 100' J 124.10' > -l8 n 148.1 1' LAST 0 q �O P' \ t 1 f 32(02' EAST AN _ A 1 1! C'^ �� R 1h, N (o ✓)3.11' - (0'18.12' 1 N V 1... c' 0 3 5 � j, D cr AC _ ^ 15' 80' 11 11 80' 103.11'i 25, 25' % I25' 80' it II it 80' 103.12' 124.43' _ 4 934 v Q I '� N 30 N 29 28 27 26 N o 25 Lv I - N 30 29 28 27 26 N o 25 34 EAST f 25` 124.110' tLl p 5 o EAST 80' 11 !l II 80' 103.11' EAST 80' II II Il 80' 103.12 PRM co 00 129' 123' SO' 80' 93.11' 11.11 123' 80' 80' `13.12' `o)o °� 2 0 � � � 0 2 00 a: p Q = 33 _ 6 _ a0 201 o s� 21 z 22 23 _ 2 4 M a0 �a 21 N o 22 23 N a 24 N 125.09' 20Ica z z 3 - •Q�� ° pA1.0�' 25' 80' 80' 93.11' _ 3 - - `S6c�,"��'. A41.Dw 25' 80' 80' 93.12' J 32 U 1 �I o o ° 7 = P\�1� N EAST D,� i _xlY FE 1117, ' 3 ��Q�°� �1 3oEAST D f,1 1 V L. c,� 125.42' i= 19 �.� ' �' d o gP N N 4 = o h�` 9 0' 48.11, 140' _ = 19 0 _ or 9 0' 48.12' 140 z LL, a a Q �_ = 4 M Q�� 0 31 � 8 = EAST 5.00 25' 25' 28 0 o � f25' S.DQ a 25' 25' r co 30 1 o EAST 21 0 125.x(0 r7 } - - co r 5 18 0 140' 3 1 o' = 5 co 18 0 140' a 140 EAST EAST o ao i EAST 3 EAST 3O v�o is00 -600 17 _ - 618- 27 � 2 -6 20- 20 2 00 9 m = 6 _ 17 = - 6 _ _ EAST 19 17 >a N r7 c' = 29 = C) 0o 0 � = 10 = z = 26 _ = 3 - 19 - = 28 = 12t�.38' 7 = 16 = -617- o -619- 16 = _ -619- N M 2 - o~c 28 N I -, cn a = o 11 = 25 - � cn _ 18 = = 27 - N _ i 2(0.69' �`' -"' o 8 I5 = o - rnl _ �-i Z - 8 15 - � 594- r- ca 27 � 12 = 24 = 0 = 5 = z (� 17 = = 26 ao = a 9 14 _ I_-= _ �;I > 9 14 cn 0 _ _ i z� o z -� 26 13 - - _ 23 = = 6 _ = 16 = 25 _ 00 1`11.321 ocli co 10 o 13 13 -598- 10 m 00 - 125' (25' 125' 125' _ _ 25_ r' co 14 Q0 EAST EAST i _ 0 a 22 0 7 = EAST EAST _ o I5 = 24 00 00 = I r 00 ,_ co co 125' 25' 251, 1 1 0 12 I `r 25' 140' 140' r LL EAST o- ' ,� 25' 25 25'.: I 1 ao 12 25' 25" 140' _ �%Pv 9,� EAST EAST wv o 9,J o- o� EAST x - 2 4 = �� �-' a6o P SQ. PRNI �� �ti �� �f , `�oN _ - - -121.94'-`-- / 15 �5' �s a1 ��� Q �, �,� s Za' �5' 1`�� .Q �� 00 23 - w� s ' cQ "' 8 u3 '9j Q 1h, Q� oo - -7 s�81r N _I 50' N p=q0 b 21 �- \ r�8�, N 1So1 �' l�° ., p_- - P� �' 14 co 10' EASEMENTS /�' �- �: ^^ �o�' 4•,' v/6p� n EAST N - ' - ,_�. 0 /p 1 4 � 4��,�9.� 4, EAST �, Q•% 1 _p , � �r � L � O \�1.• ?� pA ^� JO _ w O�� �O�' N N �•A nf�� /90� �_ Q - 23 -� z v' A'3708' 30' 90' 30' `A31.0� gV1 { 'e4d • �9, - \°� ? A31. Y N y QZt°1442„ I QTI°1442' - �4 Q QPO' 3%' d-2/08�y30' 90' ! 30' A°31.4 0^� q Q = 22 = < Z 442 1 D2[ ►44'r' orq 9• Z 1'tg.25' L 16 ,�� o• o � �- 13 0 c N 17 NZ 18 oNZ 19 �a 10 N z II Q� 0 12 �� _ ._I 22co 00 o u I j a 0�0 21 Z5' 25 179.56, 137.52' 119.48' 90' 1 1 1111.48' 152.52' 48.11' s 152.52' 111.48' 90' �`I ( 1I"f.48 152.52' 48.12' 140' 1 EAST 1 EAST GI a00' ON m - EAST e30.00' EAST ' LO DRAINAGE MIM RIGHT OF WAY 13 41 A 1 SIN JAMES EDWARD CLARK CIVIL ENGINEER MIAMI -FLORIDA SHEET 17 OF 17 SHEETS 147 LOTS THIS SHEET SH -17