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HomeMy WebLinkAbout1993 - (#34) Preliminary Plat�I t i t G` 3" , „ J A •1 _ 3� f , E L; I �M -I 'NRRY PLRT. y i S , ,y eY T , 1� `r t• c 'A< ,S >I 5 H EETOFF I 1 i �" .. C • .. i J t , , s , I. , I , , r- i , a , a < DESCRIPTION a > . f. d i „ r' I IN I 7 20 TOYNSIi P $ I � SECTIONS 1 1 QF LRND I TUATE PORT TONS AND t.: , 'SOl1TH RANGE 39 EAST IND IANRIVER.COUNTY FLINtIDA 8EINGM ORE PARIt1.AttY - , v ..n As FOLLOWSi - #' w i 1 ys {' ,:,• NORTH LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST: ;aEGINNING , a + 5= Qt1F>tttl'ER At YAY LINE THE THE ERL RIGHT—� L �' I 20 AM SOUTHIItEST Y IIl ON SECT , '...., -:. : • • w '',;•' 5.89 35 Ol Y . ALONG THE �IID . ,a ILYAY t i 00 /Yl � ' THEi`ICE FLDRIOR FEAST: t�0A5T RA R :. _ . 1. G S. E. , 338.53 4 4 47 1 `FEET TO �.. L DISTANCE; OF 1 r 5 Y , , a A " �: i'r�-� '`� '•• =`-t11E-1i0R'Fli =ALI� YtRFEt68R/I 33 1. , ' � GFf � . ,.,, . :_ , :; . _ - '. +• ' :. •' . • ; , :SAIO RIGHT—OF—WAY LINE. A DISTANCE.:�F 61 :42 FEET, SAID PAINT• BEING , n C. ,ALONG 7-TER THE NORTH-" D QUARTER OF H-� NE OF. I NORTHWEST 4 AlEAST � � THE WEST LINE THE ' SAID 3 1� FEET �le. • 4 54 47 "A�OI CE OF 1330.51 FEET TO THE NORTH EAST �ARTERi Tt1ENCE N.1 STNA x" SECT I T 0 - QL�RTER THE tJ0}tTttEAST � SAI 'INE � :SKID NORTHWEST L THE 'a= -A A RADIUS OF 260JI b . 20s AND::— POINT OF CURVE .CONCAVESOUTHWESTERLY•HAVIVG FEET C UGH A CENTRAL THENCE.NORTHWESTERLY.EASTERLY,ALGtVGTHE ARC -OF SAID URVE,THRO 3 N Y:TH DISTANCE 7 ?0 E POINT OF A GENC ENC rANGLE:O S 30'12 .A D TAN E OF 427 FEET .?H � E I � • • li 2 4 Y I OF N 2 A DISTANCE 5:8935 81 Y:; � A .DISTANCE OF 73:39 FEET, THENCE . B0 59 f . 60.0 F.W r` TO A POINT' OF CURVATURE OF A CURVE, CONCAVE NORTHWESTERLY, HAYING A RADIUS OF `25 B0 or" AND R TANGENT'BEARING rw N 89 35 B lE THENCE NORTH— t • Z tiki Z � 9 r ti t - , 4a i ti '7 0 t o4 nuu 2 �, , o ••-'.:•.. "".' . JAM W . , ES A. FO LER L ND R SURVEYING COMPANY 0 .0 2 9 P. BOX 1677 1 3 SOUTH U.S.. . N 1 VERO BEACH, FLOR I DA 329fi1— 677 " _ •., .- a - .. <. a .. ... .. - :.- .'... y - 1 , __ ..'„ _. -. i=• .a 4 a z r> " CURVE DELTA ANGLE ',-:RADIUS ARC -LENGTH . -'' D ; TANGENT t 2 36 � Co S { C1 t , " 3 w' 12-7 38 , a '�' .: ✓�.00 :-1 �S 4 9 :,1�'l:{ri5 LINE DI I "DIRECTION ; DISTANCE LI _ L2 4 S 21 46 3 f � t w'. 5 r21.48 3 98 ;: { ' I HEREBY CERTIFY THAT THIS Bounder SURVEY 15 TRUE AND CORREC T TO THE BEST � KNOVL y MY EDGE AND BELIEF AS SURVEYED UNDER KY DIRECTION.AND THAT THERE ARE NOA. D / ENCROACHMENTS EXCEPT AS SHOVN THAT ON A 9 .AND 8 : 8 4.- THE LOCATION OF THE IMPROVEMENTS WME AS SHOM . j ::. - S^ i. .:.: :. a :. rA'; a •. -.- - � .-•_ •_- -.,_ < RECEIVED ;. •SURVEYOR oi r CERTIFdCATE NO. 3435 -STATE _ �-3 - � FLORIDA , v n per Gorfr Gst ns c the or l Grand C , z. r ,: - a - .. n " .._ ., a •a ' ..: ,. asz_ :.-.,p...-. a. < Jiv I a .. ... _� :•f 'T' . , , ...... .a. , ...:. � .. ., r, _ 'b. - 3 is , x .,+i •5,,;'J.r^•'e'•'-. '3�T i• • n n. a , . .... �,,,. 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I t, .. y • \_ PRD �M S /L/TH TD NORTH.) / IL� - r, � i< s ».'i N �j +": -a 4 y.� .., G. "- (1 uS y� .� s,. z u . r p '-' 0 r SEBASTIAN ( 0 t' HIGNLAND5 > u r_ . W of . PROJECT LOGA� N � V -- --. aW . �. % , � M /n V .10 ffA L ROUTE -'�� Dtt 0.9 M/1-ES To o U. . 1 V I Eke OD � . Eta WCI 71T AL O -� 0) O . i - I/-i 1 ,Q I/ i SQ 11 W (1...... ii IY.i� ice, - LOCATION MAP a � ' 5C4-t-E '. I" = 20oo' Z W O 2 Y W Z - 3 u W m to < W < O W I < u -, c 0 t?_ O v1 E CRIP TIDIV L F•GA D S • / N o THE F w / o ALs T W 4 0 HE S 4 A E 5 H T 1 . SOUTH % OF THE SOUT/•/ /Z OF 7NE /VW Z Z Q P a2T 'OF O E ND O �1T F TN SW /4 , AG 5 TN A THE SOUTH %� OF T//E NE /¢ OF T//E SN/ /¢ ANo 7PAT PAr2T of zwc SE %¢ of Tf/E SwAg U) o .'o / o a � W� .a T OF ESE �vo R o HE SW / � 7t/ A F T A T P W a T 5T 1- N N WE O Tt1E FL02/DA EAS COA LY G 5T F E"" . r► N it /V / tNP 3/ S L /O 7 T c / CT / D 2 N/ ` A N SE c ROA a RA , � W �^ III .e/DA w�• W 0 O[JNTi' FLD Q E.2 C RGE 39 E , /ND/AN / V z h ore Ess. •- W - 0) / 9 CR ORE L T /N NG O/ A ES M U COMA 63 V O : O Z . O W z � �. W U. t^ n n VI 2 1- < - V . N _<o m �"' W - a /N o FOR L,A NO M E E EET 2 F 2 ' S E N o E S T N cn 0 a N AND /O S / OS s 5 CT T L�4T C!' E u O S/ E A z GENEQ.4L NOTES . Q of w `y i . �mw. _• . O • . - I it I, F r • 37.2 IT` Q V 19 EL; _ /4,0 tin tl Ac = 24, <09/ S•F. 0o z 1 - 00 rn w EL = O - t Ifj /00 NLITUAAL GROUA10 t Q (!� � < - t I-=1 -i 111l= 11 1 _tt - -► I _11t1 1 = �1 III I - I -I =1111=-a1 I�111 I1il -_ _ MITT �Ih� Y � _ _ If�1Ti 00 � L>_ � � Q I t0 �, � LGH S1i7E S EE,D MU _ 1- EG = 0'? � _ 5 ECT I O N E ` E �T-cc�. Qc0�� a�� A lo' w!> =111 I )) i ll lI - 11� - -1 1 loll I -►Il =t �� =u _I = =11►- i=1 =►t -11i1 W o W SCALE: I "= too' Horn. . 1" _ 10' VEeT. EG = 37. 7 ST21 P A LONG PE m e-rEiZ FQ.OM -rOP OF aAwv,-T-{P1C1�.LL�C AwI�G ENT►1ZE rtI NE ! I1 G - G S ER; T I O N H - H O m Z t i z < U w ►W- W < LANr,> . -SECTION . - G W w _ < U SCALE- 1" = 100' "0g. 1 ` _ !O VEQT. 'Sc.AL_-: /"= 30' HOR /'-,= /O' V--i2T. f 0 C U G M PTr ! V EL ^ 25.'7 EX15r11Va-GGRAD-- ( i - //\�- - - -- W >a _ 35. 9 F„ � . - ,,'Trr; ,�;Il> a N W�,o„ /4.0 ' _ l, _ - v Z Z 0 0J. I EC 25.9} - 0 W 7. a tL n s w A4 = 23, 35/ S.F. _ .A F in ni Il A& 27, 032 - S.F. . SI TE �ATA . N W - 20 m PROPERT `/ ZOMIA10 = A&R1CUL7URAL zz o M in 111 O I l � 2. TOTAL S/ TE 83 AREA = 90. / A ceEs. � > _ ►= 1= I1 =1 _ t -tt -1 =1t1 11=►u�-�► _In1_1 I �� I _ -�► ) _ 1 �Ilti 1 3. _ EX/5T/NG GA/VD MINE- AREA - /5, 5 AceEs m SECTION D ' D _ EL = /4.0 t - 4. PROPOSED LAND A44VE E'XPANS/0,V AREA = %9.2 AceEs N O I = 6 EX/STIAI& S1TE' CONDITIONS THE S1TE /S PRESENTLY SCALE I" = tOO' HOR.. I"= 10'VERT. EL = 3 7. 2 OPEN, UNCUL7 ATE'O AG,R/C&I-7URAL GA/VD Wl;rll. _ MINIMAL ✓EGETAT/NAIAT/(/E' ' k SEES ANO G ,PASSES, A'N OF.. THE A =Vr/O - /oUSL•Y ' COMPGETEO LAJVV "INC. -�ii I t 11 - I �" ti l = = �' �o. TC7TAL LANv MINE AREA c 34 b'1 EL= 25.p` EX15T//VG &RADE -- - - - l F - - -� _ _. _ - 7. 1 ES?lC'lA?1L�t�1 Or NO. OF 'TR1.lGKZ -- - . i SECTION F - F �,e� _ �,AbF5 0 cu.Y�. - - - -.- �•- --- „_- _._• " ' a . TO'Tal. SAt`tD To F.SE REM b. Tp-(Al. `(G► Rv5 PER 'TP,UGK' = l8 cu. +ws SCALE: +„ . t-to9. t = 10 VEIzr- c . TCTTAL. NO. Of-r20CKS = l� 18r, OCa / 18 = Gr>, 833 TWCK LCA47,- , = too .. II ' j W v J 1I - 1 PERCOLATION;, RATE - A.3 = 24 087 S.F. � O DEPTH- 0 T/ME \ m _ „ 00 OD W Z f0 : _ 08 EL - O �C lit 1=11-II =I11 1=11-'II Il _II I ll t1 l - r' I l =111-1 Il- I -I I/ !^ J (o" ;12 GENERAL NOTES V ! a d5 E C T I ON C - C :17 1. SURVEY INFORMATION PROVIDED BY BEINDORF AND ASSOCIATES, INC. Ha. t10 VmT. R NOVEMBER 1985. sc: I"= too O /211 22 2. THERE ARE NO EXISTING STRUCTURES ON' SITE AND NO AREAS OF THE W W PROJECT SUBJECTED TO FLOODING. 3.` STATEMENT OF OPERATION METHODS: w 18" •41 a. THE PROJECT WILL BEGIN ONCE APPROVED BY THE CITY OF SEBASTIAN., Q EL = 23.8 EXISTING IaRADE Z 1. 2/n b. PROPOSED HOURS OF OPERATION WOULD BE BETWEEN 7 :00 A.M. , TO j - -- - - - - - -2- SUNDOWN, MONDAY THROUGH SATURDAY. c. THE TOTAL ESTIMATED SOILS EXCAVATION IS 1,185,000 cu. yds. N 24 1:1� (IN PLACE). d. METHOD OF EXTRACTING AND PROCESSING THE ;EXCAVATED MATERIAL r L3O" „ t:48 rr WILL BE BY •ORDINARY EG ARTH.MOVINEQUIPMENT AND A DRAGLINE J EL = /4.O t 1� 2:09 IF REQUIRED. V A = 2G 893 s.F. -' - 2 -74„ ; e. PEtQC01„47110/1/ %E$% RE$LJLT$ f. I OPERATING PRACTICES PROPOSED TO MINIMIZE.-DUST'AND AIR CON-, TAMINANTS WILL BE BY GRASSING AND WATERING THE STRIPPED,SITE. RECLAMATION PLAN - FUTURE RECLAMATION OF THE `SITE ;WILL BE BY DEVELOPMENT OF A;PLANNED RESIDENTIAL COMMUNITY TO INCLUDE` ROADWAYS -AND LANDSCAPING. EROSION CONTROL PLAN-'EROSION.WILL BE CONTROLLED ON SITE ' I . BY THE CONSTRUCTION OF THE SANDMINING EXCAVATED BASINTHERE W = 1 II WILL BE NO OFF SITE DIRECT DISCHARGE OF WATER, FROM LAKE.. - �! Z 4. RECLAMATION PLAN. (IN ORDER OF OPERATION) t_ _1- l 11= --I i 1 J 1 =1 t= 11- 1 ►=11 I Il 1 = I -- 1 = _ -1 l _-III )) = j REMOVAL _j c a. b. AND STORAGE OF THE OVERBURDEN. REMOVAL OF THE EXCAVATED MATERIAL OFF SITE. Q G SECTION B-B W a c. FINAL SHAPING OF EXCAVATED' AREA. U_ Sr.ALF_: I" = 100 HoW. I"= 10' va9r. d. 1 REPLACING AND CONTOURING THE OVER BURDEN. � Z m o� - e. . 1f. p REPLACEMENT OF .TOP SOIL -(MIN. 4 ) . REPLANTING AND REVEGETATION. W .. Ur Z O N 1�-_-- - DEWAMR/NG RETENTAaN A�RF4 DATA g. THREE (3) YEAR CONTINUOUS CONST. PERIOD WITH•CONCURRENT RE -Ile _ `"k=1 _ _ CLAMATION OPERATIONS ON COMPLETED AREAS WITHOUT -INTERFERENCE � � EX15T/NG GRADE % 1. PROPOSED PUMP/NG RATE - �'ZSOO GPM FO,E' 3 HOrJl.'S. TO .'CONSTRUCTION ACTIVITIES. L Z Q - 2• TOTAL ,GZ9/LY O6WA7',E.R//VG VOLUME = 2S00 GPM x 3 H95. X &0 M/M 5. ALL SANDMINING OPERATION SHALL BE IN STRICT ACCORDANCE WITH THE Q .- W t-- 1 CITY. OF SEBASTIAN S LAND DEVELOPMENT CODE, SECT, ' ION .20A-5.19. �'- z '^ v / N Q TIT1rIlLl=ill '- ¢50, 000 C. F• WATER oAV. � h b 3. - TOTAL RETENT/ON ,BASIN SG/RFAG'E A,QEA = ZZ, 000 S. F � G . IN ORDER 10 M 1 N 1 M ZE N01SE • Ncp 'TR ucvs , swALL. t36 OPEnAT�� 'Q m < W 14. 0f / 4. . 1 PERCOLATION RATE G� RETE/VT/O%V AR64 _ H -? _ 5l3 _ .009 CAS 2ar�t 271 A= WITH JAbC6 -st2AKC w w -- 55 cfm�5.F: •5)69 '7 HAUL 947AV S ALL 3E "Aw-[AINE7To OU� T S-TA BtLt2A'TON0. -r17 U _ WrTH ail ASPHaLT TACK COAT SHALLL Se 0660. AS AN AL-reP.NA'TE 5. ' • _. PCRCOGA7 H CAPACITY Of RE7E/V/O/�! AREQ � _ 22, 000 sf• x .55 c�i�i/s.f, s /2, /00 ASt�•• ALT TACK Cam.? CALCIUM C�ltOi�l(7fs CAN ,4P?t,IE17 TO RG1�1,.iA.`( I W �'JIL.S . _ .. Al _ 08,938 viol 'r1-tE • ->rt ttn V►tIJE vltu_ 10 -ram terY �+ SHEET �• l .. � { � n�Ui1 Tt� TFIE n Wes- f3-�r'/�iTG� �?10{/1 TE~►E ��zJrN 'fo 'Tl-� EL 0 �2­ ___l I IF:=gt1 �l jtEWr-_--Hl- I 1 11 p I I -- IIE5 II av_A1srZv &or, wl�;� Ou, 5T EC ION A - A ' SCAt-E .• I " = 10o M2 O. 1 " f 10' VE KT JAN 61988 OF, . / VVNt/e E N GENERA MARTNERSH/f', tsf- L EGA L DES CR/PTIO" r. • pepE-Q, T r-11NirtIZ .tJC�t�3a; NO-rMUCyS Sl-IA�..I F3C oYo OR. HENRY A. F/SCHER TKE SE %i OF THE SW 114 OF THE NW %4 ; AND ALSO :. • _ ' : a, : t3P K� • BQA►CE"3 . tZ EC W r7H• • �, , - 2c+OS t3tc. AtNT�Ir1E0 TG PLZEVt�i•t DUST O 80X O Co S 7 O $ 1 T %2 W %4 T E E OF THE THE O O TH AS Oi R/ H :., , ., „•, : , ; .., Z, •- ' aU .SiiL" • � T K CCWT . SaE•�► t.l, Be3GieD. r-T �� ,•lal. -r�►c iL ZATION ; kl H . STAi3 i � /DA ' 2 9 S .. . S EBAST/AN, FL 3 8 . 4 RT of CIE• ovr!-/ THE SW / ANO ALSO THAT S /2 PSI . l,T TACK .. _ . CG�iC1?� CO►l.0 a A �3 AtJ %L"i8'2NA (305� 589 - 702Co OF THE O E NW /4 AND T O E E . .. . ., ;, ;. . C54*L. t� iltFPtl£D -rp �.WA`f �01LS•' .. , y +'i/�1u11:IG Oi Tl6*4 1212 [7E�t2LS � +• % Y/NG WEST OF THE FLOR/OA NE /4 OF 7flE' SW 4 C -T �2p/1G:J� IN TF� tY <;3Y it M� T}+ )AtljE l►.JIIL �E �W.�TF�P/NG �2ETEJV ION ARF� LtATA D T EAST CCZ45T RA/LROAO RN/; ALL LY/NG /N SECTION /7 t�DWI-1 717• Ti- �-fn Vup-tC Ei.>�/ttT1c�-� Fi2w1 THi✓ �} .� �{ •�.���/� �,�c� NEI7 /. PROPO5E0 PUMP/NG 14,7E = 2500 GPM f=QQ 3'14OVRS. TOWNSHIP 3/ •S , RANGE 39-E, //VD/AN R/VER 7ttG"t411 t ► i rs� I -,r �,�d;'''' r `i rrr Z, TOTAL A9/LY DEWATE�c'//VG IIOGUME 2r' G�Nlx 3 H�E5. X Eo0 MI: COUNTY, F.LOR/Ofi, CONTAINING 39. //4 ACRES MORE -ro -CN-c� CONCORD AVENUEo ` 59 40, R G S 2. 2Co 450, Gb0 . C. f. WgTE2/LtAY. OR LESS. S 890 i Flo 4�b EL = 14.0 s7 N n U6 A SEBASTIAN I HIGHLAND5 'PROJECT .i. LOC-ATI ON /•(AI TE L ROU-J� O.9�M/4 ES TO YAM ■ i nj i. EC = O 11���11 = 11l l l l � I —l-REM = 111 � �«�«�-��,�_ SECTION ^-a SCALE— 0-rS • HOR. l"= IO'verr i i i'1i t 7 V r7llJe_/h-ki ,151 IT Y 71Q M41 -5TP4 r Spk, � tl:-:tzllVle' t Ier , .� .. J F1�V1 TTa' OF ,l Eliv. �3 L o ' - in I v l in 2 r � 3 0 N W Z 2 Z 3 W Y U W W W 'l I < U C C U c N U z Vl W t7 0 n W t- N a N M W N < u W Z W n M O W ZZpo Z -Aq ,n Y• W Z > �ID _ in ~ < U inJ a = U) O W Z m z�n� a W v1 O EL = O fi SECTION ?`5-e7 Sf� LE . Ll-(7 • Hoje. I ~ - to" veer. �V GEVIF.RAL NOTES L SURVEY INFORMATION PROVIDED BY BEINDORF AND ASSOCIATES, INC.,, NOVEMBER 1985. 2• THERE ARE NO EXISTING STRUCTURES ON SITE AND NO AREAS OF THE PROJECT SUBJECTED TO FLOODING. 3• STATEMENT OF OPERATION METHODS:. a. THE PROJECT WILL BEGIN ONCE APPROVED BY THE CITY OF SEBASTIAN. Ft b. PROPOSED HOURS OF OPERATION WOULD BE BETWEEN 7:00 A.M. TO SUNDOWN, MONDAY THROUGH SATURDAY. c. THE TOTAL ESTIMATED SOILS EXCAVATION IS 1,185,000 cu. yds. (IN PLACE). L. 0 d. METHOD OF EXTRACTING AND PROCESSING THE EXCAVATED MATERIAL z in Q WILL BE BY ORDINARY EARTH MOVING EQUIPMENT AND A DRAGLINE W Z p IF REQUIRED. DUST AND AIR CON- O a^ LLL e. OPERATING PRACTICES PROPOSED TO MINIMIZE _ TAMINANTS WILL BE BY GRASSING AND WATERING THE STRIPPED SITE. f. RECLAMATION PLAN- FUTURE RECLAMATION OF THE SITE WILL BE BY z ZQ .DEVELOPMENT OF A PLANNED RESIDENTIAL COMMUNITY TO INCLUDE Q W ROADWAYS.AND LANDSCAPING. g. EROSION CONTROL PLAN - EROSION WILL BE CONTROLLED ON SITE. BY THE CONSTRUCTION OF THE SANDMINING `EXCAVATED BASIN. THERE Q W WILL BE NO OFF SITE DIRECT DISCHARGE OF WATER FROM LAKE. m 4, RECLAMATION PLAN: (IN ORDER OF OPERATION) OL (w a. REMOVAL AND STORAGE OF THE OVERBURDEN.- b. REMOVAL OF THE EXCAVATED MATERIAL OFF SITE. c. FINAL SHAPING OF EXCAVATED AREA. d. REPLACING AND CONTOURING THE OVER BURDEN. f e. REPLACEMENT OF TOP SOIL (MIN. 4"). f. REPLANTING AND REVEGETATION.> SHEET g. THREE (3) YEAR CONTINUOUS CONST. PERIOD WITH N E T RE- CLAMATION OPERATIONS ON COMPLETED AREAS WIT T FERENCE TO CONSTRUCTION ACTIVITIES: 5• ALL SANDMINING OPERATION SHALL BE IN STRICT RDAN WITH T CITY OF SEBASTIAN'S LAND DEVELOPMENT CODE, TION OA-5.19. JAN 11988 OF I . . . . . __ . - . . -----------?I- . .. . . � . . . ..� . . . . - . . % I . . . ' ' . . . . . I . � -, ---r ­ - - -,---- ,--.-------. _. - ... _.: � - . ___.. __ . - . __ - I � . _.. . - — __ ___ __ . ..- __.. .__ - , . . . . . . .. . - . . . ; . . . . . . . I . . . . . - . . . F.I.. . . L� -1 � I . 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L � I I , I 1, . . ! (� L . . I : '1-- : : . - � ,� . - W y I I I .1 I . - i I . k I i . . L U. - . I . I I I I I ' p _q) 30 " Ro,qo (=-AzA1qr6-0 I I . . i -, ,=Rofvl oucK . i . L I : LAND A41NE 1: G/TE J=`L AN . I k &Rov-6 ;ro I 11 i ! I I L 1 41 0 " . a SO : I : ri ROA0. I . - I 5(f.-I-t-E -, /1" =/00, ­ i COIV710UR WrERVAL = 6' 1� �n . I I - - - . . . %1) I . � � i i k_!!K_ *' . . . 0 �: L . - I I � . . � I . I . I : . . . I . T L I . I ! . I : -1 . . . � . . SEE I-OCAT101V MA,42 -. . I . i: I I I . . L I . I � I ; . . : . . T, . SHEET L . I . I i I I I I . i FOR C01Y-rINUA 77101V I . ; . . . . - I � . I .5 UR VE Y LE&END I & G -, . . . - . i i - I , . . I 01C . HAUZ- A%1OU7o-5 . I . ' � . � __ I I . I . . . i; . - . . I . - ." � . L I L I . . :. . . . � . . I ,� . I . I . . I : . , . I L I . I . I - , , � 0, N I I I I 1! I i I i 0 - I \ , 'I /fii`�00000p ", \1"'C 21Z. , ", , , , I % I r' 11� w .." I \tzr I - - - I - - I i,. �\,""I'il \ I , ' I . I � I , ., \,,� , - , 'I \3 \ . I � : . . � � I I I - L ! . . . . .. .. . . I L I I . . . I I i ID - COMCRE rE A40AIUA461VT ,AzOUAID . . . I . . ! . .. . i. L . . . I . . . . . - I I : . � . I . . I , I I . . . ji . 1. ; I I . I . � ', 11 I I . � L m . I I . . ! . ! . I; ; . . I . I I - I " � . . , �� L I i 0 - .T. e I I . . . . ; . ! . . I � � . . I I . FOUI-10 OR 6�57_ L . . . - I � J . . I I -1 I I � L . I . I . 'L . . . . . . .1 . . i . I . . � .. ! . . I I I I I � - . I I . . . . . . . I I . . L . . . . .. ! " . I .. � . 1; � t . . I - . I . L I . . : : . - I . I . . .� . . i - I ! . I I I . I 0 L - . . I . . .. I I , . . . - __m . "I I I . . ; .: . . I! . . , . +, . " . � I � -JAN 2 JL 1988 - �,; , '� ' �, ',', 2 '. ' ' - . � I - - Ill - . I . , . . I � I . L I L . � - . I . . . . . .. 3 4 � E'X/5T/ NG GRADE � : { �• II � loo ,• q - ..-- EX/STING GRADE' . . _ 11 A7 .— — ►' , j . , I _ � --- — l _ 1 1 _Ill — 1 I lh� l = I �Il�l l 1 — I =I IIIII Il�ll l . — •. _ — • 1,0 SEED SL MULCH S1DE ZLOPE� Anlfl A 10 W 1 DE j 09-5-111 LENIN= _ =111 I I1 --111 11 I V-a� SECTION E E �- s-T219 ALONG PMr-1C-TEQ r i SCALE :H02. 010 37 7 ' F�.Or'l TOP OF G-�,�.1.1K Z`tP1C1a•LL`i A LONG ENTICE l.AN D 1" t 11,1E . • SECT 101�1 1135 _ ,� `—Ill SCALE � Norz. !" 10 vsrrr c is till i ITTf EX / 5 T/NG GRADE — 1(T-1=711 \ • i — EXIST/NG .GRADE 1 e?S — —. .. --- m mail i SECTION SCALE 11Lr7 NOR. t"= lo'VERT. EL 37.2, O EX/ STING GRA DE �GECTION .1= F sco LE : P'ts f t0l;. t' = 10 vEer. EL = 37.2 IT - EL = 35.9 ---1TT=_�fi GE,CTION H-H 30' Hog /"= /ovE2T. TU2AL GROUND S I TE DATA 1. PROPERT `/ ZONING AGR/C'ULTURAIL 2. TOTAL S/TE AREA = ?0.8/8 Ac.2Es. 3. EX/STING LA/VD M/NE A,2EA A5. 5 AceEs 4. PROP05ED LAND A4/NE 6"XPAN5/O/V AREA = / 9.2 AeQEs 5, EXISTING S/TE COND/TIO/VS THE SITE /S PRESENTLY OPEN, U1VCUL7-/VA7-ECO AGRICULTURAL LAND N//TH M/N/MAL ✓EGETAT/VE COVER CONS/STING OF /VATIle SELY—rES AND &A-4SSE'S, A 1"027140/V OF 77/e S/TE /6 �4 "eEVIOUSLY COA4RI-E7-EO LAAIZ;P M//VE, G. TOOTAL LAnty milve AREA = 34.7 7. 'C I C" lA"T1Gh-1 Ot= NO- I 05-- -cT cvc. a . TOTAL. �aAt�(D -Co F.2E REmOVEfl b. TOTAL YARDS 'FEA TRUCK = 18 cu. Yfls . c . TOTAL N0. OF TaUCKS- = I�ZSO, 3p0 �t8 = l�i,4�1 'TP.ctGKLC�. 0 11. F" M I I In Z Q ao 0) _ I..JQJQ(n QO � u- E < w Z Z Z 3 Y u w w m O N w < w w I< F- < u n o n u° a V Z W ° o w a N Qir W W N < ° u Z w It �► zZoo w Z U. Im VI 2> 40 = or) < u Q z 03 wm Z U.In Im Q Of ir w > to O 4W* PARCEL B PADgl THREE 'pa( 15-rep 5 Acres OWN. . ej, ;A 1 �.. T AY # • i \ + "e A r �t - a .0. ;* M ' +Ih #• .. Y * • • . .. w _ - r. %_ W q ,la -r --m _, T - j- - '' _. 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'( , i Y +.. ty • . 1 � , ) , . i t I j111~k ` i i \ S ; .� 11 � �Y ii C�t1'•;'11 � '`yt . j ,+Y 4 r p- DENOTES CONC, MON. FND. 0- IRON P/PL FND. 0 - STL. PIN SET 5. 896 35'20" W. , 42.0'(Mr�sJ m i R. PARCEL A = 1 SKETCH OF SURVEY ' All that part of the Northwest quarter of the Northeast quarter of Section 20, Township 31 South, Range 39 East, Indian River County, Florida, more particularly described as follows: Beginning at a point in the -;:South line of said Northwest 0;4 of the Northeast V4, Section 20, Township 31 South, Range 39 East, 380' East from the Southwest corner of said Northwest '4 of the Northeast % of said Section, thence run North 14014' West, 1361.80' 'to the North line of said Section, thence run East along said North line 45' to the West line of the Florida East Coast } Railway right of way, thence Southeasterly along the West line of said right of way 1486' to the Sautb line of said Northwest 1/4 of the North- j' east 1/4 of said Section, thence West 380', more or less, to the Point of Begirnina; less and except the South 30' for road right of way. PARCEL B PART THREE i ITh Wes 3n eet of the No thwest I/4 of the Northeast 1/4 of Section 20, Township 31 South, range 39 East, as being in Indian River County, Florida. t «-2 `sir1-rt— . _ _ . _ _-.../V. 89.30'32"E.. 32ev.C3'fMrwsJ T. R - Ip•K} t 944 I i i • i I I I i I JAMES A. FOWLER LAN® SURVEYING COMPANY P.O. Box 167T ilES Itth 3T14ET SUITE Q YL114 ME'ACH, 1►L01t1 bA 3 tool -1677 1 HEREBY CERTIFY that thI%eou»ed rry SURVEY is true and SURVEYOR S NOTES correct to the best of my knowledge and belief at surveyed under 1. Reproductions of this SKETCH ors not valid my direction, and that there are no ancrocchtnents except as unless embossed by Surveyor*s seal shown and that onJxrayA TzfP,/r? the location of the improve - 2.Land shown hereon was aot abstracted for rnents wsre as shown. flights of way O+td/or Easements not recorded on the Plat. . Pri essional Land SurYeyor 3 This $KETCH meets the minimum teehnicxrl _ rtifleate No. 3435 standards sit forth by the Florida Board of STATE OF FLORIDA � Lend Surveyers,per Section 472.02, F.tS Pof 1P4o 01903-Q �j tu to 0 I25• ,. _ SURVEY ,t Quarter of ttp Soutfwst Quarter of Section r, Florida, containing 15.32 acres, rare or WRVEYING COMPANY TREET SUITE 0 )A 32901 -1677 1 HEREBY CERTIFY that this BOUNDARY SURVEY is true and SURVEYOR'S NOTES correct to the best of my knowledge and belief as surveyed under t Reproductions of this SKETCH are not valid trap cnrection, and that there cre no encroachments except as unless embossed by Su►veyor'% seal thown,ond that On -CS, 24, /9B- the location of the irnprove ' 2.Lond shown hereon was not abstracted for merits sera as shown. Rights of war and/or Easements not recorded on the Plot. fe 3 Thtt SKETCH rnsfts the minimum technical //R+'a#rasion8l �attd Surveyor ttc�„#ardl net forth by the Florida Poord of /irrtlflcate No. 3435 Lend Surveyors Per Section 472.02, F,S STATE OF FLORIDA a CONCORDse9•59'54"E AVENUE 660.12 icn S E 1/4 OF SW 1/4 OF N W 1/4 L 1CU o to 0 7_ GILSON S89'35'48"E 659,A4 AVE. S89.35'15"E 659.44 zl / r— W W I- t P WI m r m N 0 T o N CLUDED ! N.3/4 OF E. 1/2 OF NW 1/40F j N in r 0 0 0 Z S89.56'23"E 659.88 S89.56'23 E 659.82 S 1/2 OF S 1/2 OF NW 1/4 OF SW 1/4 N89.59'1%'E 1320.00 S W 1/4 OF SW 1/4 S89'35'20"W 1316.00 SOUTHWEST CORNER OF SECTION 17 TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA.. NO. BEARING CHORD DELTA RADIUS LENGTH TAN S25.25'07"E 200.51 0.59'54" 11509.19 200.52 100.26 C2 NO. rd T1 T2 T3 BEARING S89.35'20"W N00.08'24"E N89.59'54"W DISTANCE 86.51 181.73 22.14 i i I � I `SEBASTIAN GENERAL PARTNERSHIP i B.F.T. l LEGAL DESCRIPTION PARCEL B PART TWOT. The Southeast quarter of the Southwest quarter of the Northwest quarter; AND ALSO, the North three-quarters of.'� the East half of the Northwest quarter of the Southwest quarter; AND ALSO,;, that part of the South half of the Southeast quarter of the Northwest quarter 'and that part of the North three-quarters of the Northeast quarter of the Southwest quarter lying West of the Florida East Coast Railroad right-of-way;11 in Section 1 7, Township 31 South, Range 39 East, Indian River County, Florida. Containing 39.1 1 4 acres, more or- less. fi i . I I SEBASTIAN GENERAL PARTNERSHIP .. B.F.T. ' LEGAL DESCRIPTION PARCEL B PART ONE The Southwest quarter of the Southwest quarter; AND ALSO, the South half of the South half of the Northwest quarter of the Southwest quarter; AND ALSO, that part of the South quarter cif the Northeast quarter of the Southwest quarter and that part of the Southeast quarter of the Southwest quarter and that part of the Southwest quarter: of the Southeast quarter lying West of the Florida East Coast Railroad right-o"-way; all in Section 1 7, TO'Nnship 31 South, Range 39 East, Indian River County, Florida. Containing 90.81 3 acres, more or less. SURVEYOR'S NOTES REPRODUCT(ONS OF THIS SKETCH ARE NOT VALID UNLESS EMBOSSED BY SURVEYOR'S SEAL. LAND SHOWN HEREON WAS NOT ABSTRACTFD FOR RIGHTS —OF —WAY AND/OR EASEMENTS NOT RECORDED ON PLAT. THIS SURVEY MEATS THE Mf,NIMUM TECHNICAL STANDARDS REQUIRED BY CHAPTER 21HH-06, FLORIDA STATUTES. O DENOTESSTEEL PIN W17H YELLOW CAP. ® CONCRETE MONUMENT FOUND IN PLACE. op— IRON PIPE FOUND OR SET i i i SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SKETCH REPRESENTS AN ACTUAL SURVEY MADE UNDER MY DIRECTION, AND THAT 1T IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN ON THE ABOVE SKETCH. it R.L.S. N0. 1192 - i I I 6EINDORF AND ASSOCIATES, INC. CONSULTING ENGINEERS PHONE(305)-562-7981- 3885 20ib- ST. - VERO BEACH, FLORIOA DONALD VICKERS SCALE ("= 200' BOUNDARY E Y:W9 S.P.I\�.DATE 11/08/85 SURVEY K. 17 2 PG5 2 5 PART OF SECTION 171 TOWNSHIP 31 SOUTH RANGE 39 EAST. INDIAN RIVER COUNTY, FLORI DA SHEET 1 of 1 BY DATE REVISION i • r Ln r N z z M j P CONCORDS89.59'54"E AVERUE P 1 ``0 \ �� w "' �. CU •� co \ S V' IW m •NF-Q /1 Q I I� .SF_ 1/4 OF SW 1/4 OF NW 1/4 o m�W0 {. In o m CO _ u. o I o 0zrj�Q `' \ 7 x j WO LIJ LL GILSON S89' 35'48"E 659.44 AVE L. S89' 35' 15"E 659.44 S89' 35' 15"E �0 291.53 W W �_ I r__ U) Cr) I !I W1 I U z Q J •O m N i r r \ M I In 0 0 I I U, D,P' u' THAT PART OF THE _ N. 3/4 OF E. I/2 OF NW 1/4 OF SW I/4 ; H D N. 3/4 OF NE 1/4 OFin SW 1/4 LYING WEST '• 9� �. OF THE F E.C. RAILROAD w RIGHT-OF-WAY. �� N Z CD 1 S89- 56' 23"E. 659. 88 S89' 56' 23 E 659.82 ` S 89056 23 E 695.27 \ 4. \ THAT PART OF THE S. 1/4 OF L, S !/2 QF S 1/2 OF NW 1/4 OF SW 1/4 m THE NE 1/4 OF SW L/4 LYING o M WEST OF THE F E.C. RAILROAD o " o•m RIGHT-OF-WAY. z N89.59'17'F P N89'59'17"E 1320.00 n� D \j • NN` i�'\ a ! m � \ m � THAT PART OF SE 1/4 OF SW I/4 AND THAT S W I/4 OF SW I/4 PART OF SW 1/4 OF SE 1/4 LYING WEST OF THE F.E.C.RAILROAD RIGHT-OF-WAY. ; t � i rn 9 o s z \� mN I c n .J -' — S89'35'20"W 658.10 S89.35'20"W 658.10 T1 P 1316.00 SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA.. NO. BEARING CHORD DELTA RADIUS LENGTH TAN C1 523'21'56"E 624.14 3'06'27" 11509.19 624.21 312.18 C2 S25"25'07"E 200.51 0'59'54" 11509.19 200.52 100.26 NO. BEARING DISTANCE T1 S89'35'20"W 86.51 T2 N00'08'24"E 181.73 T3 N89'59'54"W 22.14 DONALD S. VICKERS, ET AL LEGAL DESCRIPTION The Southeast quarter of the Southwest quarter of the Northwest quarter; AND ALSO, the North three-quarters of the East half of the Northwest quarter of the Southwest quarter; AND ALSO, that part of the South half of the Southeast quarter of the Northwest quarter and that part of the North three-quarters of the Northeast quarter of the Southwest quarter lying West of the Florida East Coast Railroad right-of-way; all in Section 1 7, Township 31 South, Range 39 East, Indian River County, Florida. Containing 39.1 1 4 acres, more or less. DARL !NVESTMENT COMPANY LEGAL DESCRIPTION The Southwest quarter of the Southwest quarter; AND ALSO, the South half of the South half of the Northwest quarter of the Southwest quarter; AND ALSO, that part of the South quarter of the Northeast quarter of the Southwest quarter. and that part of the Southeast quarter of the Southwest quarter and that part of the Southwest quarter of the Southeast quarter lying West of the Florida East Coast Railroad right-of-way; all in Section 1 7, Township 31 South, Range 39 East, Indian River County, Florida. Containing 90.81 3 acres, more or !ess. DATE REVISION SURVEYOR'S NOTES REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS EMBOSSED BY SURVEYOR'S SEAL. LAND SHOWN HEREON WAS NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EASEMENTS NOT RECORDED ON PLAT. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS REQUIRED BY CHAPTER ZIHH-06, FLORIDA STATUTES. O DENOTES STEEL PIN WITH YELLOW CAP. ® CONCRETE MONUMENT FOUND IN PLACE. OP — " IRON PIPE FOUND OR SET SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SKETCH REPRESENTS AN ACTUAL SURVEY MADE UNDER MY DIRECTION, AND THAT IT IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN ON THE ABOVE SKETCH. R.L.S. No. II92 BEINDORF AND ASSOCIATES,INC. i CONSULTING ENGINEERS PHONE(305)-562-7981— 3885 201h-ST. — VERO BEACH, FLORIDA DONALD VICKERS SCALE I = 2 0 0 ' BOUNDARY DRAWN BY: W 9 / S. P. f,1. DATE 11 /08 / 8 5 SURVEY FIELD SK. 17 2 PG5 2 5 PART OF SECTION 1.7, TOWNSHIP 31 SOUTH RANGE 39 EAST. BY INDIAN RIVER COUNTY, FLORIDA SHEET I of 1 i - I I I I. jj I; ii�I�IARY PLAT FOR : PREL1 ti y y `� w r - t■tri ' SECTION 17f � f TOWNSHIP 31 S. RANGE 39 E. INDIAN RIVER COUNTY, FLORIDA � { SHEET 2 OF 3 ; a 4 I" i 10' ADDITIONAL RIGHT OF WAY TO BE DEDICATED TO CITY OF SEBASTIAN 5' LIMITED ACCESS EASEMENT t - CONCORD AVENUE - R.OW VARIES_ l S 8905947"W 294.5 { Ir - - -36.5W { 162 1 -•i L--15' UTILITY M 7.5'--1 EASEMENT 0 44 7.5' 45 O I37.82 o 43 I 2 , � 112' 30 1 30 t N 0 { 10' UTILITYCD { rn 42 I EASEMENT. LU W co 112' - W � W 1- 0 Lij X cn, I 3 4 I I� rnvi f o 112' { I lY W O is ' LLJ m O J 0 0� - 0 40 Z J W O 112' 0 I J '�ii rIP 2 0 0c0 I W i Z Z Q '! cU 39 i GILSON AVENUE - 50' R.O.W. _ _ � A = 1270' 1270 38' 37" . N 8903607W 659.44' L = 151.49' / IO -- -- °' 30 31 jN _ 32 N 33 N 34 N 35 N 36 N 37 N 38 112' t 29C Ic' I12' / • ?. Chi 10' UTILITY EASEMENT I. ! I Lr) 28 ' r.. t 112' ` 20' DRAINAGE EASEMENT 1 1 W0' 27 ( ; 112 { rn 26 I U I 1 112, m (_ f Q --1 o 25 �_ No i �"- ' 24 ul Ire' CIRCLE 3 1 � l ° 23 � TRACT ..A.. 0 112, STORMWATER MANAGEMENT Io O !{ - c' ! rn 22 I 'SCALE I" - WO' ­ SUBDIVISION SU N DATA ; W NOTES OWMER/APPLICANT FISHER i SONS, INC. =- OR.` HENRY A. FISHER, REP. 1, PROJECT OUTBOUND COMPLETED BY TOYLER LAND 10725 U.S. •1, P.O. SEBASTIAN, FLORIDA 3297800068 BOX 68 SURVEYING, DATED MAY A, 1989. `. r (407) 569-3159 2. PROJECT SOILS INFORMATION OBTAINED F90tt PROJECT SITE •- 117 J.cREs THE INDIAN RIVER COUNTYSOILS CONSERVATION .: SERVICE. aecTloN 17 31S 3. FLOOD HAZARD LONE DESIGNATIONS FOR THE TOWNSHIP PROJECT SITE ARE BASED ON FLOOD INSURANCE RATE RANCE 39E CAP PANEL 412061C-0079E:AS PREPARED BY FEMA FOR,.TNDIAN RIVER COUNTY,. DATED4 EFFECTIVE MAY TAX ID A•S oo-5000'-002.0 4, 1989. 00-50004002.1 , 00-5000-003.0 00-5000'004.0 4. SITE PRESENTLY''COMPOSED OF CITRUS TREES, 00-5000-005.0 BRUSH AND ACTIVE SAND MINE OPERATION AND - ` 00- 5000-006.0 CONTAINS NO . EVN I RONMENTALLY SENSITIVE LANDS. oO-5000-007.0 EXIST ZONING RSio - RESIDENTIAL 5. PROJECT STREETS' TO BE -DEDICATED FOR OF RMe - MULTIPLE FAMILY OWNERSHIP AND MAINTENANCE TO THE CITY s1 - INDUSTRIAL SEBASTIAN. FLOOD HAZARD ZONE X,A 6. 'DURING THE FINAL PLAT PROCESS, DEED SEWAGE DISPOSAL INDIAN RIVER COUNTY UTILITIES RESTRICTIONS AND PROTECTIVE COVENANTS' -,AND DOCUMENTS WILL PROPERTY -OWNER'S ASSOCIATIONS POTABLE WATER- INDIAN RIVER COUNTY UTILITIES, BE SUBMITTED. 7• THE MINIMUM FINISHED FLOOR ELEVATION .FOR ' INDusTRiAL SINGLE DUPLEX ALL BUILDINGS SHALL BE 1' ABOVE THE FINISHED HIM. LOT SIZE 15,000 SF 10,000 SF 10,000 SF CROWN ELEVATION' OF THE ROADWAY. MIN. LOT WIDTH 100 FT 80 FT 80 FT 8. PROJECT i5 INTENDED TO BE COMPLETES IN MIN. LOT DEPTH 125 FT 100 FT 100 FT ONE PHASE. ; I STORY 2 STORY 9. LAKE SHALL BE MAINTAINED PER CITY OF I SEBASTIAN REQUIREMENTS BY HOME OWNER'S MIN. YARD FRONT 20 FT 25 FT 25 FT 25 I'T Oji ASSOCIATION.` ' x: SIDE N/A 10 FT 25 FT 25 FT REAR 10 FT f 20 FT 10 FT 15 FT, 10. EXISTING UTILITY INFORMATION SUPPLIED BY MAX. BLDG. COVERAGE S0i 30% 401 GDU. MIN OPEN SPACE 20% 201 li so% MAX. BLDG. HEIGHT 35 FT 25 FT 35 FT 1 STORY 2 STORY DISTANCE BETWEEN RESIDENTIAL STRUCTURES ON THE SAME LOT ! 1 20 FT 20 FT PERMITS REpUjRED 1. CITY OF SEBASTIAN PRELIMINARY PLAT APPROVAL 2. ST. JOHNS RIVER WATER MANAGEMENT MSSW PERMIT 3. FDER SANITARY SEWER CONSTRUCTION PERMIT IV 4. FDER POTABLE WATER CONSTRUCTION PERMIT S. TNDI'AN RIVER .COUNTY POTABLE WATER k SA141TARY SEWER PERMIT. " r - L.O'C•J\T DESCRIPTION A :parcel lying in Section 17, Township 31 South, Range 39 East, Indian River County, Florida, more particularly described as follows: Beginning at the Southwest corner of said Section 17, run North 00' 09' 07" East, along the West line of said Section 17, 2702.87 feet; thence run South 890 36'07" East, 659.44 feet; thence North 001 02' 40' East, 663.11 feet; thence North 890 59' 47" West, 294.56 feet; thence South 210 48' 43" East,.631.08 feet to a point on a non -radial curve, concave Northeasterly, having a radius'of`68.00 feet. and through which a radial line bears South 470 59' 22" fast; thence run 151.49 feet Southeasterly along the arc of said curve through a central angle Of 1270 38' 37"; thence South 210 0' 43" East, 2349.38 feet to a point of curvature of a curve concave Westerly, having a radius of 370.00 feet thence run. Southerly 138.17 feet along the arc of said curve through a'central angle of 210 231 44"; thence _South 000 24' 59" East, 50.53 feet to'a point of curvature of a curve con Cave Northwesterly., having a radius of 25.11 feet; thence run Southerly 39.64, feet along the arc of said curve through a central'. angle -of'90' 27' 41"; thence South 890 35- 01 West, 0.50 feet ; thence South 000 24' 59" East, 60.00 feet; thence North 890 35' 01" East, 275.39-feet to a point of curvature of.a curve .concave Southwesterly, having a radius of 260.11 feet; thence run -Southeasterly' 342.77 feet along the arc of said curve ,through acentral angle of 75a 30' 13 thence South 890 35' 01" West, 2645.30 feet to the Point.of...8egInning. .. ' DAf uFRt`PARATfON. � fi1gVEi�ISER 23 ` 1993' i --- - -- r -, T : i Pi�GtAR'Sb'ID"R.arr_ INDEX OF SHEETS 1: TITLE SHEET 2. PRELIMINARY PLAT A 3. PRELIMINARY -PLAT B N , LC7cA� I Q�3 f`� � V"' � e � �J r rrann aJ .b . Cb . "�` •--tt."ca_—�Tlll.!`\ c� .� r���.1��� M Masteller & Moler Associates, Inc. M CONSULTING ENGINEERS 0 LAND PLANNERS Post Office Box 781045 Sebastian, Florida 32978-1045 Ph. (407)-589-4800 rporm-ar? J UPS 2 0 1990 - STANLEY F. MAYFIELD, P. L, #4 997 --------------------- OUTBOUND ANNOTATION ( 60' R/W �I 20' TO BE DE ICATED 0 THE 180.74' 3.82' °p CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C1 68.00 151,49 138.33 122.05 S 21'48 43 E 127'38 37 C2 25.11 39.64 25.31 35.65' N 44'46 47 E 90'27 41 C3 260.11 342.77 201.41 318.50 N 52'39 52 W 75'3013 C4 370.00 138.17 69.90' 137.37 N 11'06 51 W 21-23 44 CITY OF SEBA TIAN F 60' ") 129 ( R50.00' 130 R/W ON CONC RD RD. ' to 12sS2, / R30.00' t ` \ OUTBOUND ANNOTATION 137.82 u�,° 128 co J15 15 UTILITY 1a' UTILITY--� co EASEMENT EASEMENT LINE DIRECTION DISTANCE L1 N 89'59 47 E 294.56 L2 S 00'24 59 E 50.53' L3 N 89'35 01 " E 0.50 L4 N 89'35 01' E 275.39 L5 S 00'24 59 E 6o.00 112' R 10.00' I w 0 R 20.00' �b 127 I 3� aQ 0 U) 0 0In 112' 'tpQ p / ROAD CENTERLINE ANNOTATION o W 3 `- 0 p rn 126 1 _-3 o ` 0 / 112' p o ° 2 CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA K1 295.11 388.89 228.51 361.36 N 52'39'52 W 75'30'13 K2 60.00 60.73 33.25' 58.17 S 60*35'18' W 57'59 26 K3 60.00 60.73 33.25 58.17 N 60'3518 E 57'59 26 K4 55.00 86.94' 55.55 78.17' S 45'07 56 E 90'34'06 K5 55.00 86.94 55.55 78.17 N 45'07'56 W 90'34 06" K6 90.00, 141.37 90.00' 127.28 N 45'06'27" E 90100,00 O _ Z rn 125 0 f I tl 112' � v � \ p ROAD CENTERLINE ANNOTATION v 124 n w 2 . EXISTING GRAVITY SEWER PT = +93.37 0 ;� L o J13CALSO l ( 50N AVENUE) R/S 89036'07" E 659.44" C1 r �/ F90' 90' 90' 90' 90' 90' 90' 2 / 0 00 % 115 116 `� 117 `r' 118 tr 11 120 121 122 123 112' Io, 1114 112' 50'R 03 I I 112' IC14 I O rn 112 N 1 I 112' I z I a0) 111 1 I I 112' 3 I o 110 z F 1 112' 1 w 0 10.9 I0) I ( WW iv 12 LLI CANAL CIRCLE z l50' R/WIZ to106 w .. 1n Q 112' I I F� I I°o' F- 10 - 112' I � 1061 25'R 25'R IY I 0 J 12 o 0 N � 112' 1 P 3b'T'Z3. Q I W 0 25'R 1 1 0 R I 105 0 70 zlol II MI z I .-. F � I 112E NOTE w I p w a O IF0 171 LOTS 1-28 INDUSTRIAL I 4Z F- I I I LOTS 29-87 MULTI FAMILY Z Q w 0 00 35+66.60 LOTS 88-130 SINGLE FAMILY I w o 112E I STREET LIGHTS I Ir1l WPROPOSED 72 1 1I112' 112' 1 102 73 60' R.O.W. W/ SWAL.E LINE DIRECTION DISTANCE J1 N 89'35 01 E 766.25 J2 N 89'35`01 E 275.54 J3 N 31'35 35 E 169.36 J4 N 89'35 01 E 850.44 J5 N 89'35'01' E 254.01 J6 S 00'09 07 W 1628.70 J7 N 89'35 01 E 140.01 J8 N 89'35 01 E 140.01' J9 N 89'35 01 E 140.01 J10 N 89'35 01 E 140.01 J11 N 8935 01 E 140.01 J12 N 8935 01 E 198.46' J13 N 89'53 33 W 52.00' J14 S 00-06 27' W 405.64 J15 N 8953 33 W 20.00 NOTE: I __LAKE .WILL BE OWN£D_AND _MAINTAINED_. BY HOME OWNERS ASSOCIATION. 00 50'R 2 20' DRAINAGE EASEMENT / SUdDIVISZONDATA \ / �O OWNER/APPLICANT FISHER i SONS, INC. DR. HENRY A. FISHER, REP. � op Q I072S U.S. f1, P.O. BOX 6B Z / SEBASTIAN, FLORIDA 3297800068 (407) 589-3159 PROJECT SITE 117 ACRES 0SECTION 17 � TOWNSHIP 31S , 2 / � RANGE 39E TAX ID •'S 00-5000-002.0 00-5000-002.1 00-5000-003.0 - O 00-5000-004.0 ` \ / (� 00-5000-005.0 O 00-5000-006.0 ` p / 00-5000-007.0 ,,^^ i EXIST ZONING RS10 - RESIDENTIAL Ln �L / PH$ - MULTIPLE FAMILY yY SI - INDUSTRIAL • n 0 FLOOD HAZARD ZONE X,A tp+ ° / / �(n SEWAGE DISPOSAL INDIAN RIVER COUNTY UTILITIES POTABLE WATER INDIAN RIVER COUNTY UTILITIES s STORM WATER MANAGEMENT TRACT "A" INDUSTRIAL SINGLE DUPLEX MIN. LOT SIZE 15,000 SF 10,000 8F 10,000 SF p O / MIN. LOT WIDTH 100 FT SO FT 80 FT 2 / MIN. LOT DEPTH 125 FT 100 FT 100 FT i 1 STORY 2 STORY MIN. YARD FRONT 20 FT 25 FT 25 FT 2S FT SIDE N/A 10 FT 25 FT 25 FT G REAR 10 FT 20 FT 10 FT 15 FT Q MAX. dLDG. COVERAGE 50i 30i 402 HIM OPEN SPACE 20% 202 S01 MAX, BLDG. HEIORT 35 FT 25 FT 35 FT \ \ / 1 STORY 2 STORY DISTANCE BETVEEN RESIDENTIAL STRUCTURES ON THE SAME LOT 20 FT 20 FT 50'R �D qb 69 68 20'R 67 _ j J11 o ci 110E _( \ 66 0 �61 I 30'R I 64 65 I70' 175' 2 10' UTILITY EASEMENT 16, 63 62 0 - 80'R 25'R Nth S. 80'R 1 20' DRAINAGE EASEMENT (TYP) 2 0\ \ 2 / 25� 20' DRAINAGE EASAMENT (TYP) 3 250 MATCH -LINE ( SEE SHEET 6 M Masteller & Moler Associates, Inc. 2 / 90 RENUMBERED LOT C.J.F./S.F.M. M CONSULTING ENGINEERS • LAND PLANNERS 1 2/90 ADDED UTILITY EASEMENT AND STREET LIGHTS J.H./ S.F.M. NO. DATE DESCRIPTION DR APP Post Office Box 781045 REVISION Sebastian, Florida 32978-1045 Ph. (407)-589-4800 SEBASTIAN NOTES 1: _..__YROJECT OUTBOUND-COlIPS.ETED__BY_FOWLER-.AND- SURVEYING, DATED MAY 4, 2969. 2. PROJECT SOILS INFORMATION OBTAINED FROM THE INDIAN RIVER COUNTY SOILS CONSERVATION SERVICE. 3. FLOOD HAZARD ZONE DESIGNATIONS FOR THE PROJECT SIT£ ARE BASED ON FLOOD INSURANCE RATE MAP PANEL 01209IC-0079E AS PREPARED BY FEMA FOR INDIAN RIVER COUNTY, DATED EFFECTIVE MAY 4, 1989. • 4. SITE PRESENTLY COMPOSED OF CITRUS TREES, BRUSH AND ACTIVE SAND MINE OPERATION AND CONTAINS NO EVNIRONMENTALLY SENSITIVE LANDS. S. PROJECT STREETS TO BE DEDICATED FOR OWNERSHIP AND MAINTENANCE 70. THE CITY OF -SEBASTIAN. , 6. DURING THE FINAL PLAT PROCESS, DEED RESTRICTIONS AND PROTECTIVE COVENANTS, AND PROPERTY OWNER'S ASSOCIATIONS DOCUMENTS WILL BE SUBMITTED. 7. THE MINIMUM FINISHED FLOOR ELEVATION FOR ALL BUILDINGS SHALL BE 1' ABOVE THE FINISHED CROWN ELEVATION OF THE ROADWAY. 8. PROJECT IS INTENDED TO BE COMPLETED .IN ONE PHASE. 9. LAKE SHALL BE MAINTAINED PER CITY OF SEBASTIAN REOUIREMENTS BY ROME OWNER'S ASSOCIATION. 20. EXISTING UTILITY INFORMATION SUPPLIED BY GDU. PERMITS REQUIRED 1. CITY OF SEBASTIAN IPFVLIMINARY PLAT APPROVAL. 2. ST. JOHNS RIVER WATER MANAGEMENT MSSV PERMIT 3. FDER SANITARY,SEWER CONSTRUCTION PERMIT 4. FDER POTABLE WATER CONSTRUCTION PERMIT S. INDIAN RIVER COUNTY POTABLE WATER i SANITARY SEVER PERMIT. \< OF 3 4 \ 3 PRELIMINARY PLAT "A" for'Title to an documents rhkh boor the eoQyrW ^ of Mastell+r ! Moler AwocWec Inc, In vested , w (MR(OVE solely In MostoRer ! Moia Asso6otea Into. Y \i� Theme Am of h an pmvkicurmen s to the orrw solely V O enr Y �1 d connect" ode tr the pro)PcL MY other use or reuse of thew aooumenb a any ngroEuctlon - dMplvy, sda a other dhposltbn of thew • doasnents by anyone Is eoanwly pmhlbRed wfth- km SUBDIVISION out o�,t the M eda o Mel.. ;w.' .. p,nuart to the P.dra oopyrlght 1a•-' FLORIDA 1 GRAPHIC SCALE ,. 200 41t mama M_nwom� ( IN FEET ) 1 inch = 100 iL Co.., � L S t Ct -C) STANLEY F. MAYFIELD, P1. R4, # 41997 DRAWN C.J.F. CHECKED S.F.M. DATE 11-89 W.O. 34 SCALE AS NOTED SHED 2 OF 3 Dm NO. 8933 PP T _ . .- ,....... ...:..:.. Ij I i i I I 104 71 64 65 66I 1 MATCH —LINE ( SEE SHEET 2 OF 3 ) 3 j 11 j 1103 111 0 70, 175' 25 112' 0)112' m � i 60' R.O.W. t o �� j i I I W/SWALE 102 o I 63 `D rn 73 t° I 112' 112' 3 0 # / s1 col IJ10 0 0 110' J 101 I 74 3 0 112' 112 N I 16160`t I n ? I a 0) 100 - ) 75 t 58 ° ,�to -- 0 1 I APROL 50' R/W NE 0) I I 112' 0)' I 1123 0 99 o I I 76 IT 70' 175' -2 i I � Q' I 112' I 112' 0 5 6 �'`� ICI 55 00 I I I R25. TYP) (6 o O I I 98 77 / o II t I o+N poJ9 112112' \ 110' � I I 2 - l 97 � I I 78 I I 1I I54 2' R25.o, SLW) ' ' I ' �I STORMWATER MANAGEMENT TRACT "A" � o 53 YWEXISTING SANITARY SEI I i 96 rn 79 N III II I — ' 70' 175' 25 EXISTING 4 20 w ! I WATER MAIN I 95 0 i I 80 ( I 51 to 0 � 50 �ti I112' I 112' .00' —I 20' DRAINAGE / 49 �I EASEMENT m (u 94 0 I 81 2 J8 110' —f 4 I I I 112' ARO LA — LEDNE —' 112' L -}- r 50' R/W ) I w I �. 4 I � o � .00' \ — 48 I rn 82 EXISTING SANITARY SEWER I �`' 93 2C' `,nDE PAVED 2 0�) ��? `� IYY � W I ,12, S ET(TYP.) 46 47 �to t\ I o _ 112' Im i -- o f92 I83 -- -- w b 0)I 2 0 O I O I �/ Q Fv- I 70 175, 25 I Z Q I II w_ (I 1II to co `o°12Z 112a0� w 44 v,• C6 I Io � `t 45 0 43t2 91 �w 84 AVENUEMENSH 2 0 R30.08 I 1 ( 50 R/w ) 4 250 20' DRAINAGE EASEMENT 25 � 6 / I 7 / i I 10' UTILITY EASEMENT 1p \ \ / `O , \ 1JQ� op / tJl HO 10 ooy 11 \ 2� \ o 12 ` \ 0 Tbld \ / 13 00 14 \ / \1 / \ Zgp 2k5p � 15 C4 1 \0 h5hr I (Typ 2� 112' 112' M J7 o 6 1 „0' o PC = 1+01.41 90 o I 8 I I 0 j�6'• 1( ( o R — t era' R.O.W. l I 16C2 R50' W/SWALE 25'R 20 L3- \ (�) EXISTING 4'0 112' 112' o J.1 0 o (I � N J2 WATER MAIN 42 o4O 85`— 85 220.29't 41 86 o ISII (I x96r T \ x�ET — L4 15' DRAIN GE LO 25'R 25'R 10UTILITY EASEMENT0 ' EASEMENT o 24' WIDEPAVED STR 34 33 32 29 N Kj 36 35 0 0 0J5 —91.860 0 0 o /oCH 15tDRAINGa 0 N N 29gN N N N A�o'Z+ EASEMENT cli N'n 01C) (0 0)39 .38 c� 37 t6 N Ci — `° M f7 C.3 PT 19 a) rn Cn EXISTING SANITARY SEWE_0 26rn 24 23 22 2.1 20 19rn 18 °° 17R 4WIDE PA ED $84'4 \ 11 28 THE 518 87 0 0 0 o J4 0 0 o a I\ I I I - I 164.70' 105' 105' 105' 105' 105, 105' 105' 105' 105' 105' 1 105 1 165.30' 112' 197.87' PROPOSED MASTER SURVEY POINT TO BE SET BY OWNER'S SURVEYORS EXISTING SWALE S 89'35'01" W PRIOR TO PLAT W^ t 3: R N� t N Q p' to JULIAN AVENUE ( 50' R/W ) # — PROPOSED STREET LIGHTS . I I NOTES. 1. LAKE WILL BE OWNED AND MAINTAINED BY HOME OWNERS ASSOCIATION. 2. LOTS 1-28 ARE INDUSTRIAL 3. LOTS 29-87 ARE MULTI -FAMILY 4. LOTS 88-130 ARE SINGLE FAMILY 2 6/90 RENUMBERED LOT C.J.F./S.F.M. 1 2/90 ADDED UTILITY EASEMENT AND STREET LIGHTS J.H./ S.F.M. NO. DATE DESCRIPTION DR APP REVISION M Masteller & Moler Associates, Inc. M -CONSULTING ENGINEERS LAND PLANNERS Post Office Box 781045 Sebastian, Florida 32978-1045 Ph. (407)-589-4800 SEBASTIAN PRELIMINARY PLAT "B" for I; X ER� �ROW E 2645.309 FLORIDA 'TR10 to 01 documents whkh boa the eopyrw of Masteller i Molar Asweefots. Inc. b vested =Wy In Mastefer ! Molar Aesoelotes, Im the" doaxnanb am provided to the owner eddy In onneetkn wRh thb project Any other we ' or fwu" of the" dom mente or any roproduct)on dlWay. *do, or other dlgoeRton of these doarnenb by anyone Is eMmwedy prohlbRed wtth— out oonsnt of Mo"kr t Moler Aesocktes, Inc. pvwuak to the Fed" oopyr4pht Imes.' GRAPHIC SCALE too 0 N too 200 ( IN FEET ) 1 inch = 100 ft. �� «►yam STANLEY F. HAYFIELD, FL, # 41997 400 oRAvm C.J.F. CHECKED S.F.M. DATE 11-89 WA 34 SME AS NOTED SHEET 3 OF 3 owc NO. 8933 PP A, •{ I F „ �1 1 J' r. i I NO. I DATE DESCRIPTION REVISIONS i i i. i i i TOTAL SITE ACREAGE: 116-55IACRES �F3ASTlAt�1 E-11C��-iLAi�1�S APPLICANT: DR. HENRY FISCHER -- 10725 U.S. #1 SEBASTIAN, FLORIDA 32958 (407) 589-5337 I I Z BRIEF DESCRIPTION: LAND TO BE SUBDIVIDED WAS FORMERLY'A CITRUS GROVE AND LU Z UNDEVELOPED. PRESENTLY, THE SITE IS BEING SAND MINED IN 2 Q COMBINATION WITH FORMING THE PROPOSED LARGE LAKE. g I S w THE PROPOSED SUBDIVISION WILL CONSIST OF A BLEND OF Z LP W SINGLEI,FAMILY, DUPLEX AND INDUSTRIAL LOTS AS SHOWN ON 7 W Q J U THE PLAN. THE PROPOSED SUBDIVISION WILL BE SERVED BY '� A SEWER AND WATER SYSTEM. WATER AND SEWER ALTERNATIVES ARE GDU AND I.R.C. UTILITIES DEPARTMENT. THE NUMBER OF LOTS AND TYPICAL LOT DIMENSIONS ARE SHOWN ON THE PLAN. t_ANGE ST � — — ...spa s1 .� - .t..� v ss� sl �1 F I LOT SIZES GIL_E 90, I I I 2 3 4 N 5 Co 7 8 9 l0 1 l 12 l3 14 t5 16 17 16 19 20 21 22 23 2.4 25 2Co 27 28 Y I SINGLE 90' x 112' 43 I I N `?0) DUPLEX 90' x 112' 51 7 8 9 l 0 it I Z l 3 14 15 l to 17 1 �} -- 110' x 200' 6 ' e�, Fz/w I 3o calLa>=Ftr ST. INDUSTRIAL 100' x 200' 30 I I r TOTAL LOTS 130 49 40 43 4Z S7 'L IIIQ_j, IIII III r I �►` S t 5 z I Q// -L- - - - /- 2-4 19 rr33_3 i Z 2050 47 44 41 3e> 35 32 29 23 QQ �-----_o_-R-E-'S-- IGT--.4o I I 45 4o I 39 34 I 33 27 21 2, _I -J =TX� OF LAKE �w �AsEMENT zo, AG S M� c0 I-- $5 90SIN LE N y 37 _ 3a 39 40 4 i I \ Z 53 42 IX I t 43 Gs I If PRO, 05D / A E.000 /A S7QCaF OF LA E I� i iICoS DRAINAr:.jE R.O.W. UF3f%fv15 N % 0000, 1000 �8 N EAsE EN 2�-- _ �'�� of �...�►�� � ,� / / ` i i o 2� il G J j RAP ZR 0000000, / .1000� .000,� / �— TO VICKERS ROAD l asteller & Moler Associates, Inc. CONSULTING ENGINEERS LAND PLANNERS SKETCH PLAT of vioKERs GROVE suBolvlsloN OR /APP Post Office Box 781045 Sebastian, Florida 329711-1045 (407) - 569 - 4e00 "CIT. AV I TA%GE f ', Y�, Y, •. E AV I CA.ArO.JDIN f r..l—.O,ON .v II Gres Cr Nls'SCVS v -r�F t • , tE9=1c A E FI .I PlEvE a ( I , t�i •eAR• < A .•♦teG a Et �.aUDI Y i. 'A vI •�~ _p Z DE 1111'A.E Y:I \ CrJ •. sOGEt • ul RC r« Ml rOrT N e o AV + 4 u q 1 '. McJ•N Ar ti EK'L AT SEBASTIAN _ :Y+�Ea • Av " �' HIGHLANDS r a' A. hiss _ rs,(•. ArI t T Sr O I E SE , �� z, 4 �p � r TOREo�i.SISYhDMAm— , AVAvh��r a` AV EN.EJOPMENT cl E AN DLE Y I "T • AViKE,N - co" qL co z; �< P(�TER, AV sSt, 1� ♦ N AV •A 67 Y AV 1�1t7 =a V fk + AT A ^ �`9 ♦ `e RATT T TtU A OP.. G AV JV IAN t 't<w �' U E �. Av LOCATION MAP ;I RECEDED AUG i2 1989 DRAWN RD • "Title to all docuent. which bear the copyright '. CHECKED E lr4 i• 1 of Ma.teller A I.oler Associate., Inc. i. bested p., solely in Alcatel ler l 1bler AssocLtes, Inc. DATE 7/U9 The ae docu•ant. are prarlded to the owner ' solely in connection with this pro J ect. Any lb other use or reuse of the., duru... t. or any - W. D' ���� reproduction display, able, or other disposition of these docuwht. by anyone 1. expressly SCALE lea 200' prohibited Without Con...I of rasteller A roler A.so<iat es, Inc. pursuant to the Federal r opyright law.- - SHEET Of EARL H. MASTELLER , P.E. FL. 26658 DWG. NO. 8933S t r r i I f ,j 3 FN� &59.44' Co,clL ` MO al . nn S tk .h Lh cfo M0A1 SOUTHK/�ST CO.e.C/E2 .SEcriov i7-3/-39 iBo F. •J Vo" n I p w 4 . � I o� D E<'S C R I P T I 0 N (ZONE "A") Fl F AkGf'L OF LAND ,i SITUATE IN SECTION 17. 1 WNSH I P ;• 1 r3OUT 1 I . RANGE 3 9 ' EAST , J ND I AN RIVER COUNTY. F- L(IR I DA , F.tf 1 N(-3 T11F WEST 120 FEET OF ITHE SOUTHWEST QUARTER AND ALSO I'M: r 4 • iz�•.�gsr" NORTH 120 FEET OF .T'FiF_ WEST HALF-, OF THE RIORTt ItFiF T (]I.IAf<:TEr; OF .4 a /S�• 49' THE SOUTHWEST QUARTER ,AND ALSO THE NORTH 120 wEt_T Or' THE WEST 100 FEET OF THE EAST HALF OF THE: NORTHWEST QUAFtTF=.R OF aer .t/O�Tf� G/AJE O� sTE« THE SOUTHWEST MJARTER AND ALSO THE WEST lE1rt F"FE:T Al�ll) THE SOUTNI�t/E'ST / /� NORTH 12C> t, FEET OF THE .SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER Or THE NORTHWEST QUARTER LYING WEST OF THE r- CIL L. OW - DESCR I IIE'D t_ I NE : Jj COMMENCE AT THE SOUTH LINE OF THr 3ATT) SOLI T I114r"iT N QUARTER OF THE SAID SECTION 17 AND THE SOUT Ht:1E:=,1" l7R1._%' P I GH' T- OF•-•WAY LINE' OF THE FLORI I DA EAST COAST' RAILWAY t 100 ' R/ W) ; THENCE S , 89 35' 01 "W . , ALONG THE SAID SOUTH LINE. FOR A D I S - \h TANCE OF 73..00 FEET:TO THE POINT OF BEGINNING AND A POINT OF CURVATURE_ OF A CURVE. :1THRU WHICH A RADIAL LINE GEARS * 1 N. 7S 05 13"E.. CONCAVE SOUTHWESTERLY. HAVING A RADIlis or "260. 11 FEET: THENCE NORTHWESTERLY AND FA 1TERt_'Y. A,,-nNG THE ARC: OF SAID CURVE, THRU A CENTRAL ANGI _E OF 75 30 ' 12 ' C 0 A D I STANCE': OF ;.42. 77 FEET TO THE POINT' OF TANGENCY ; THENCE �U\ S.89 351()1 "W. . FOR A !1DISTANCE OF 27 .'9 FFE7: THENCE Oy O N - 00 24 ' 59"W • , A DISTANCE OF 60.00 FEET TO A POINT OF CURV- ATURE or A CURVE. CONCAVE NORTHWESTERLY. HAVING A RADIUS OF' a 25j.00 FEET AND A TANGENT;! REARING OF N. G ? 3G � k't "E; THENCE NORTHEASTERLY AND NORTHERLY. ALONG THE ARC OF GRID C-U MU . THRU A CENTRAL.. ANGLE OF 90 00 ' 00" . A DISTANCE OF 3.9. 2:' FEET TO THE POINT Cir TANGENCY: THENCE N.00 24 •59"01.. A 1)1STANCE C OF 50- 73 FEET TO A POINT !'OF CURVATURE_ OF A CUR-lE. CONCAV Qj SOUTHWE STFRLY. HAVING A RADIUS OF 3.70. (30 FEET; THENCE NORTH - N C WE STE RL.Y . ALONG THE ARC OF SAID CURVE, T I �RU A CFN rRAL ANGLE OF 21 2:I'44". A DISTANCE OF 17,13_17 FEET 'TO TLIF F'OTN7 OF m TANGENCY; THENCE N.21 4R `43"W. A DISTANCE: OF 2:,49. `WP FEET TO w 0 A POINT OF CURVATURE or A CURVE. CONCAVE NORTHEASTERLY. z C7 �` HAVING A RADIUS OF 68:106 FEET. TE IRU WHICH A RADIAL LINE PEARS ' "W.: S. 04 1'2 01 THENCE NORTHWESTERLY. ALFING THS= ARC OF- SAID Ct IF :VE . T HRIJ A CENTRAL. ANGLE OF i 27 �8 4 1 " , A D I STANC or FEET,- THENCE 1`4. 21 40 ' 43."W.. A D I r; TF4NCF (IF 6-1. C► I''EE'T TET THE_ NORTH LINE OF. THE SAID SO1)THr_AST QUARTER OF' THE R� SOUT'11141-57' DUARTE:R OF THE 1; NORTHWEST ' E)I JAR"I'EF: OF GATT) GF= CT I ON 17 AND THE7 POINT OF TERMINATION. CC)NTAININ6 12.00 ACRES. MORE OR LESS. N� d M ALL OF THE: A13001' DESCR I PEED LANDS S I "rUAI E 1 N INDIAN FIVER MINTY, � \ j a I I 0 oee., G G ` I I - IVE, I I I d = Z/ Z_? 44 , A = i30.i7' ,UpO't4 59'ui VYE[ p,/. A % 39 r7 v 0. t 159 M/ s Ees 275.39' SB9"3s'O/ ° �i p/� l R=2Le.rr' 0. e � 1f'•,ie'R" A As 342.771 ° i-� T3.a I P(o•t5.3e 'S 89�35 01" 01cr T/,4E' 50u7;S/W-- S T %¢ j j J I I I QCV. 9-/?-89 - NEW LE6AZ I i f ; DESCRtPrA5,WS . REVISED S 10-89 TO REVISE PARCEL A. �I j I I .. r.-w 9 D E S C 'it t P T It p. N (ZONE A PARCEL OF LAND 'SITUATE IN SECTION ' 17 . TOWNSNI P 31.. SOUTH. RANGE 39 EAST, INDIAN' RIVER COUNTY, .FLORIM), DEING THE WEST 'HALF OF THE SOUTHWEST 00ARTER AND ALSO TI.1r. snUTH- EAST QUARTER OF THE SOUTHWEST QUARTER OF THE N 0 RTHV1E. ST QUARTER LESS THE, WEST 120 FEET OF THE SAID WEST WAIF AND THE NORTH 120 FEET OF THE WEST HALF OF TtIE NORTHWEST QUART- ER OF THE SOUTHWEST QUARTER AND THE NORTH 120 FEET OF THE WEST 1130 FEET OF THE EAST HALF OF THE NORTHWEST QUARTER OF: THE SOUTHWEST DUARTER AND THE WEST 18o FEET AND THS` NORTH 120 FEET OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST r QUARTER. OF THE NORTHWEST QUARTER THEREOF. LYING WEST OF THE rOLLOW I NG DESCRIBED LINE: + COMMENCE AT -.THE SOUTH LINE CIF THE SAID SOUTHWEST f QUARTER OF THE SAID SECTION 171AND THE SOUTHWESTERLY RIGHT- OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY (100'R/W): i THENCE S.09 35 ' 01 "W. U ALONG THE SAID SOTH L.1 t�E . FOR A Ti I f;- i TANCE or 73 00 FEET TO THE PO I NT OF PEG I NN T NO, At•#G -'A PO I NT OF l CURVATURE OF A CURVE. THRU _WHICH A RADIAL LINE I:{i~AR CONCAVE SOUTHWESTERLY, HAVING A PADIN IS OF 260.11 FEET: THENCE NORTHWESTERLY AND EA TEPLY. At.ONG THE { ARC - OF SAID CURVE • THRU A CENTRAL_ ANGLE OF 75 I A DISTANCE OF 342.77 F T TO THS POINT OF TA' #GENCY x THEf Irt . S.99 3S'01 "W. , FO fl! DISTANCE- ` OF`2'7:;.39 FEET= THE=fii^C 1N. 00 24 ' �9"W.. A �U I STANCE OF 60.00 FEET TO A POINT OF CUPOJ­ ATURE OF A CURVE; CONCAVE NORTHWESTEP.E_Y, HAVING A RADIUS OF 25.00 FEET AND'A TANGENT 1E3E.ARING OF H.09 3 '01"E ; THEF#C>` I NORTHEASTERLY' AND NORTHERLY, ', ALONG TFiE ARC OF OA I D CURVE. THRU A CENTRAL ANGLE OF -'90 00' 60- , A DISTANCE OF-- 39.27 FEET TO THE POINT OF TANGENCY; THENCE N.00 24'59"W , A D1STA#'-1(-_ OF 50.53 FEET TO A POINT OF CURVATURE OF A CLIRW:., Ct3MCAVI• i SOUTHWESTERLY. HAVING A RADIUS OF 370.00 FEET; THEME NORTH- WESTERLY. ALMIG THE ARC OF SA1 D CURVE. THRU A CEN-rPF' L ANGLE' OF 21 23 ' 44 " , A DISTANCE OF 138.17 FEET TO THF: POINT CIF TANGENCY; THENCE N.21 48'43"V1. A DISTANCE Or 2349.3s3 FEET,` TO A POINT" OF CURVATURE OF A CURVE, CONCAVE 1.ORTFt'=ASTE•F LV. 11AVINC, A RADIUS OF .6e.00 FEET. THRU WHICH A RADIAL_ LINE" BEARS S. 04 22 ' 01 "W.: THENCE NORTHWESTERLY, AL(_44G TEES APC OF SAID CURVE, THPU A CENTRAL ANGLE OF 127 38'31", A DISTANCE OF 151.49 FEET; THENCE N.21 42 ' 4Z "W. , A D I STAME bP 61"::1 . 07 FEET TO THE NORTH LINE OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF ` THE' •:NORTHWEST QUARTER OF SAID SECTION 17 AND THE POINT OF TERMINATION. CONTAINING 5.6._. ACRES, MORE OR LESS. ALL OF THE ABOVE DESCRIBED LANDS SITUATE IN INDIAN RIVEP. i COUNTY. { 1) E S C R 'I P T I r1 N (ZONE "C") A PARCEL. OF LAND SITUATE IN SECTTnt1 i rF71r#t=#G#(FE"' 31 SOUTH. RANGE 39 EAST. INDIAN RIVER COUNTY. FI,nr-'IPr,1. 1sI:ItO THE EAST HALF OF THE SOUTHWEST (XIAPTER. LYIN'l, Wr T O'= 11IF7 , FOLLOWIUG DESCRIBED LINE: COMMENCE AT THE SOUTH LINE 'OF THE SAID S0UTHU1FGT QUARTER OF THE SAID SECTION 17 AND THE SOLITHWCSTERLY RIGHt_, OF --WAY LINE OF THE FLORIDA EAST COAST RAILWAY t10(') R!Wi; THENCE S.89 v5'01"W., ALONG THE SAID SOUTH LINE. FOR A DIS- TANCE OF 73.00 FEET TO THE .POINT OF BEGINNING AND A POINT 01- _ CURVATURE OF A CURVE, , THRU I WHICH A RADIAL LANE - MAPS N.71 05'13"E., CONCAVE SOUTHWESTERLY. HAVING A RADIUS OF .` 260. 11 FEET; THENCE NORTHWESTERLY AND EASTERLY. AL.ONMG .Tt1E ARC OF SAID CURVE, THRU A CENTRAL_ ANGLE OF i5 ",0 ' 12_ A DISTANCE OF 342.77 FEET TO THE POINT OF TANGENCY: THENCE S.89 35 ' 01 "W. , FOR A DISTANCE OF 2'75.7N9 FEET; THF_NCE N.00 24 59"W.. A DISTANCE OF 60.00 FEET TO A POINT OF CURV•- ATURE•OF A CURVE. CONCAVE NORTHWESTERLY. HAVING A RADIUS OF 25.00 FEET AND A TANGENT - BEARING OF N.E39 3501 "E; THENCE . NORTHEASTERLY 'AND NORTHERLY, ALONG THE ARC OF SAID CURVE.' THRU A `CENTRAL ANGLE OF 90 00 ' 00" A DISTANCE OF 39. 27 FEET TO THE POINT Ear' TANbENCYt THENCE N.00 24'59"W. A DISSTANCE OF 50.51' 17EET TO A POINT OF CURVATURE OF A CURVE:. CONCAVE SOUTHWESTERLY. HAVING A RADIUS OF 370.00 FEET; THENCE NMTH" WESTERLY. ALONG THE ARC OF SAID CURVE. THRU A CENTRAL ANGLE OF 21 2'r, ' 44" , A DISTANCE OF 130..17 FEET TO THE: POINT ` OF TANGENCY: THENCE N.21 48 43"W. A DISTANC'f_ OF 2, 49.3R, FEET TO A POINT OF CURVATURE dF A CURVE, COF#CAVE NORTHEASTERLY, , HAVING, A RADIUS OF'; 68.00 FEET, THRU WHICH A RADIAL. LINE PEARS S. 04 22 ' 01 "W. ; ' THENCE NORTHWESTERLY, ALONG THE A C OF SAID CURVE'. THRU A . CENTRAL ANGLE OF 127 38 ' 31 " . A DISTANCE OF 151.49 FEET; THENCE N.21 46'43"W., A DISTANCE GiF 631.07 FEET TO THE NORTH LINE OF THE SAID SOUTHEAST QUARTER Or: THE -. SOUTHWEST amRTE"R OF THE NORTHWEST QUARTER OF SAID SECT10N 1 % AND THE POINT OF TERMINATION. CONTAINING 28.92 ACRES; MORE OR LESS. ALL OF THE ABOVE DESCRIBED LANDS SITUATE IN. INDIAN RIVER COUNTY, FLORIDA JAMES A. FOWLER LAND SURVEYING COMPANY P.O. BOX` 1677.. 1239 SOUTH _HIGHWAY NO 1 VERO BEACH, fLORIDA 2961-1677 .: I HEREBY CERTIFY that this 9t'E7z# Or SURVEY is true and SURVEYOR'S =VOTES Correct to the best Of my knowledge and belief as surveyed under 1. REPRODUCTIONS OF THIS SKETCH ARE NOT ' my direction, and that there are no encroachments except as VALID UNLESS EMBOSSED BY SURVEYOR'S SEAL. shown, and that on MA Y ¢ , 19 89 the location of the t' LAND SHOWN HEREON WAS NOT ABSTRACTED Improvements were as shown.; FOR -RIGHTS OF WAY AND/OR EASEMENTS /� NOT .RECORDED ON THE PLAT. K•- R �� 3. THIS SKETCH MEETS THE MINIMUM TECM P OFESSIONAL LAND SURVEYOR LAICAL STANDARDS .SET FORTH BY THE 0FESSION-LANDO. - FLORIDA BOARD OF LAND SURVEYOR'S, PER STATE .OF FLORIDA SECTION +�TP.o2 T _s r 7. SCALE T'i 1001 UA CURVE TABLE LINE TABLE Cl R = 370.00' Ll S 00' 24' 59" E. 210 23' 44" 50.53 L = 138.17' L 2 N. 890 35' 01" E. C2 R = 25. 11' j 0.50{ a = 90' 27' 41 L 3 S. 000 241 59' E. L = 39.64 60. 00' C3 R 260.11' L = 75' 30' .13 L = 342.77 Cl L I L2 C2 GROVE COURT' L. 3 766.25' N 890 35'01"E 275.3 C 3 7 cncn cn cn- 165.30 105' 105' 105' 105 105 105 105 5 C 3 SOON T2 0 30. 5' 165.