The URL can be used to link to this page

Selva Lakes Plat P/.L P/L SPECIAL, IUx 10' 3' J.E.A. EASEMENTS � � R/w —j X20/EGT (u) �J 3, RtW s \ 3 2 � ` -+ - —--; � .•,, �/� BACK OF I ��L�4 Z/4rT: CURB WARNING 45° ELL EDGE OF TAPE * PAVEMENT 4 v POLYETHYLENE WARNING TAPE�� _.___..�._ ..__--___-�.— SEC. WND. � � 90� ELI. .�`-' PRI. AND/OR SEC; CONDUITS w� • BSN CABLE 2 �' TYPICAL STREET CROSSING 3 3 1/0 PRI. YICIIVI � Y /V/-tF --.� , N.T.S. 3 � ,/V. r. P/L P/L TYPICAL FACILITY TYPICAL. TRENCH DETAIL. -. YPIC L CILI Y LOCATION N.T.S. N.T.S . i 1 7 0 9 9 59 ► 87 5E33 ° 579 5 ?5 571 SG7 563 r 559 553 551 ; 547 543 539 535 f _coAISrRvcr •45 eeR Arrmcll oer..g e4o. 3 631 62`T 23 9 (�Il GO G 3 5 9 5 5 5 # 1 ! ,SJez-lc742-1 CE5. N t C� A0� - - ? � 1 7. 67 S( �5 64 ro3 z I l �� 5� �8 # 57 - Z 2l c 60 7., 7 I 77 7(p � 7�" 7-4 7.., I 72 7� � � I � � Vi s a9 � l � ..� =�97 �� t © fJ E.Ac ® 7. J.EA. • A� E M E NT � � � � ! � � �- ZA,/ .�'�' oic�J�Dt.1lT _� �,� : - E ;5 C�2 I I ox►o' ' I _ ti •3 5? ! E�S M E N T ,,, � G�it�C., a�`` ► ©x7� 'Wi ,I �l�'� /I'�'/ �. i 7 kc\ roxio � —� �x� �r �� I, 22 5 22.54..ASA/ ' .5 'rb ,6415 MAX z,a 3� ► ►4 �1 i 3 3 :s 3� 3 � 3� 549 := .,,, 1 v� it 14 ,.3 "!LLC I S , l..oC0AJ Off'OXICS �.../,46 / 3' i1� - - � �'� :Jr'E�•�/,�q ./4 ' G1. '. .-. *fir► t.G� - X01 C LIS ro/�'lnq "/L L /NS TA ,C L i� CON,01-117-U/T F ., ►� 3� �� ) ......_... Ram MET Z R CAN AND C D�1//1 Z T q ,o �- TO J. E.A. .5'£h'V/C£ N t ! L.,� t %o- Q " j xs � CG/ID Ll/ T. r: �, I �► < � 5 n I 4cXAncsQ S -.`�-�, �x,�..�° � 53 tc\ awo ` t' , v h i `V /7 W\ � l o4 r 538 cM n�• �� 94 �' � . i T ; 74 or 8 / � \ � lb �.�. St "MUM pMOMOUNT TRANSFORMER two 3ot.E PO4WATED TRANSk�ERS-OPEN DELTA P,�NG CST 4 SO CABINET 9ecn°Mur+6 C04W UAK "AMSTER CADW -NO NALLY OPEN ( ► - I .A1r FUSE-W�TYK AS WMATED T tt - ; ► ! J r OWCT &AS fthoR►OW-?BIN tk-*AL-OR AS MCAM `V U • ....-- WE AS MOM PRIORY MET uw-CO&L 1N T-AS NMsICATEO t ----C 1ETER Ki0ESTAL AN KlVaS o Q 0-----o a�ET LIGHT V M-.-.-.o st30T�r LKMT ......_..•-«— QCT i1NNE0 STRUT LIGMT CABLE-�O{NtiEx ! � —•Q� CavD�1/T [� +�woa+�o EouP�a�T AooRE� %vs T,4L c. v �3 y o�✓tet.a�E�' C> + oE�L NUMM 4 ©oNtRETE CAif.E RRfR POLE ♦ "m cw omit ME SIA PLAT BOOK A$E FM VA%OF rM E MWO67 •� ON. MAP1184r►] atoorr m Kau 'E6ES'A�L 44 ION NO. �' t ;� +lo .r PONT �_ /ov�T ST. LIGHT 101 ,14.E lw T� SUUSTATI F �JI46c CiRCVIT 110. DRAFTING RECORD U�'U� E,e �. u N p Ir ��l T 7, . N0. REVISION DATE BY CH'D APP'D N0. REVISION DATE � BY CH'D APP'D ENGINEERING RECORD HG C � � : � � 6 PROTECT W.O. N0. STATUS BY T TAT L - l`1 - DA E STATUS 6Y DATE H T � � U U C D DATE 1 , � f ST. LIGHT W.O. N0. Y ASSIGNED/ , -5-� TOPO .�w ,��•�� - Llw r5 �q �, /, ,�3 4ACN DESIGNED 1 ,� PRELIMINARY d ` DRAWING N0. ��- � J A C K S 0 N V I LLE ELECTRIC AUTHORITY U CHECKED / f, .,, FINAL DESIGN JACKSONVILLE, FLORIDA APP'D :� �-,, ;�.t �- ,. . �/�5� AS-BUILT SHEET NO. SCALE. APP'D FOR CONST. i 1 L ' f� — ,,� ,j0 DISTRIBUTION ENGINEERING DIVISION POLICY N .� . / / I �' � OF /YIP S�t�c�ivC S�RVE'Y oma" A PART OF SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 6, ROYAL PALMS UNIT NO. 1 , AS RECORDED IN PLAT BOOK 30, PAGES 60 AND 60A OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE N.06"45'00"W., ALONG THE EASTERLY LINE OF SAID BLOCK 6, ROYAL PALMS UNIT NO. 1, AND ITS NORTHERLY EXTENSION, A DISTANCE OF 920.03 FEET; THENCE N.83042 ' 00"E. A DISTANCE OF 40.00 FEET; THENCE S.06045' 00"E. , PARALLEL WITH AND 40.00 FEET EASTERLY OF, WHEN MEASURED AT RIGHT ANGLES TO, THE EASTERLY LINE OF SAID BLOCK 6, ROYAL PALMS UNIT NO. 1, A DISTANCE OF 920.03 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, AS NOW ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS; THENCE S.83042'00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A -DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING. CONTAINING .84 ACRES MORE OR LESS. i i d� i ' ROYAL PALMS ' U"I?" OJKJE. POl1�JT' C>F E3FCn1N►,J IQch -.c;-iTN was-rrrr�-fi � N <. •7 '(o JZ W gY p SAL N. oma` .45' oo I Zo.03 ' -4 ��;. _�K F�ti�F - �F Q - W. st� j -- ---- ---- -- - - _ - -- - - - - — 1 --------- - -y _ � � � s. � ----------- CDC" 5. - --- -------- ------ - - --- _ �S PHA _T RoA� 1 N 83�42'crl E. r ,4O OCAAF_ T 46- " F-EL' 1A�,L=i rF T p FO �ERM�hI1J C�.1T is j 1 ��.._.1�1�=E hl,,r.,�.M__J.1J. �Y� �•S �,�. ��.0� �� tj u�rc.�1d�1ME�IT U u 2 u s El-VA c�,K ES i { I3 I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors,-pursuant to Section 472.07 Florida Statutes. H. a: DURDEN / /f , rJ • ASSOCIATES INC. y11,01 lIIHO Ntei��,ro�uAv SURVEYORS t��►A '��u J Post Office BOX 50670 SIGNED _� 1si _ 830 Beach Boulevard Jacksonville Beach,Florida 32250 SCALE: ' THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. Qi: w�� NO. 185OL•IOX24 O4 .. _ , . ._ - - ! 7.5 J.E.A. EASEMENT R�W I. . ' i` P� • ----NEW/-l/D PR/MARY _-- -- -- -- cr_ �� 10X�o'J.E-A. g "-TO E,r/ST/NG OVERHEAD . I� s�rE P rr WARNING N > ' �0 'O' EoulPME,V LOCArioN �� : TAPE co, • W z, 2'• 3• f EASEMENT 1 L/NE CABLF POLE Ep z > - -L _- . . 6 - .. //99 LINKS/DE_D.P. ., 1, SEC. GOND. � vo X 1� 1 r r0F ! P/L -- - _-- ._.-.--'....,, . ._ //SNS o "' .a z Q 3' 3• R/A R/W SPARE I v �nm5 � z-� ST. LIGHT : 3 I' 3' _f 4�8ACK OF I 8 to 'VFZ CABLE •o V * °'�.,�"•. --��;, CURB LOT 8O . /2T �� v /6rH ST I I I �Q `� z 2-a 8 ..-- STREET S/DE Q k , Z 1/0 PRI. 7- POLYETHYLENE WARNING TAPE--N 900 ELL N NE/�(//-/DIP SPARC- Q z 4., v - 45•ELL f�//NQR�� : � R 3' _ T0A1,6-li(OPENPDINT _ �° e 31 STREET ,,-PRI. AND/OR SEC. CONDUITS /�v 3 TRANSFOR IYEyV/-/ O PR/M RY __ iz ---�- _- P MER -- A -- -' It L_ ___- rE2q L IWS/DE DR. FROM -CABLE POL E -.__ __ h `' f TYPICAL TRENCH DETAIL TYPICAL STREET CROSSING 2'J- 3) 2'-r- 13,E-75'J.E.A. -EO4 ELEYENTfT�//fh�STFl,EE7- . __-_ I I N.T.S. EASEMENT __ -_ _. ------ N.T.S. • - :5_- - - c `�. �.,7------ . ---- Pn - ----n -7r- - ETA I L ..-_A -,.___ -,.---• - -- eo.• 1''YF'IC;l�I_ FACII..i'I Y l (h,A I IUN, ''4l i19� L/�IffSIDE DR/YE--- ` -2"CO/VD.rFUTURE) �� ' S. - • C -- - I I . . N.1 ... �: __^=��rP_;9zzC_c gB�NEr ------ _ TE ---- ®I I® x V\_ L N_ _55� S !1 ------_... -' __L C0�11 IBUCT`�__FFR- _X _7__7 -CR,ED SETA FD__.. SIN I B I IV _a STRUCT!lR�S. _ - .14- 1 \9e 0N45\ - _. ='I E&?. 1:d7�C ;� �.S`E TYP.'CAL .FA C/L/TY.l c?CAT/Q/`,AND STRL-� - - t�'v 4 6� X x J -- - --15EG-DeTAIL��"- '� 177 CROSS//VG DETA/LS-"oivTy/S SIhEET FoR 1 14 F ® POS/T/O�OF FACIZ%TIES:`-_x_---------_._- ______ ___ 1452 N 1 35 - -- _ _ --- --- -- - --- -- - -- - ---- - _ M � k 1Q _67 (P S I (v°� Zo -Z I Tz Z 3 74 ZS I -- if97 - - - -- -- . ..- .. .__.._.-___._l_ . - ... �9 f 7 "7-1 �7S --:�q - 8© - 8. AL•L"PIT IMAR Y•A/VD STREET• L/CHT• como U/T I I' •� ® ¢4050161 ` lq 1. o I I m I ,-` =- - - --- - - - - _ _ _ __ _ _ _ _ __ - - -- � Ta--BE�2��_ANDALL-�SECOAfDARY COA/,pU/T___ �� 1 I � M N I I '='+ r'--/p., C TO BE 3 UNLESS OTNZ-R,M//SE' SPEC/F/ED. �- © � Ic `� `� � m , O _ - _____-____--. ----._ __.._._..- ___. .. --- _,. -' - .. -_,...- - N /�36 8s. \ ® m 1 1 f I]_�,. Ic N m , I I - ;. _ . . . . -- - . � \ O I m I 1 � . I N N ® 4ALL '/Z STREET LIGHT 7''o BE 7ol�i/ �/. .s, `_- , I I IN N W I IN tv d . N _r _ I , 1 F. N I LOdI/ RIMO/LE, DO NoT INSTALL POLES AA/D 0 ---fN -_\_ " I � 1 L UM/NA/RESe ;4UTHOR/ZAT/ON FOR Ty/S 7i' So- �o = , es4 J �o I ` I I `0 !/" I I I \ e //VSTAZL A71ON WIZ L FDL LOW!/AIDER . fh '� �- Nd. , - - I b -_SEPAf1'ATE_ Tf�ANSti✓/TYRE V( �' / 13 c8� s 2t' / `� p. I9S .--- - - .- -.. ._ -- ------.- .--"'--.-----.------"" _.--_-- - - - k(/ �/ �j L �t/KS/!�E DR/vE '� �' ��. . , - 2'7�-- G' -- ..- Q'---- _ - 4'� �1. II COQ�e __ ... - -- _ -_ _ _ -- - - -- ' \ -� l RE-cReArlo,v ,5 SPAREsSECONDARY__.,CONDU/T..AT.STAT/O/V C h 4- `�J N ( oT TD BE USED FOR, RECRE/?T/O/�l Af�Ef . SE"RY/C,E � ' Q' < ; 79 ", i ---- - . _ •. ::..LATERAL..TO BE INSTALLED AND AIII/+ 7 I . 1 ,41%6-D - - 11.97 d- % r ? �j' - --, -- - - -; - -- - - . 1 \ _- BY._CIJsTOMP'R -___ .�- _�:�___wY_:_.-. _ __. �75 _�.... N c L__9 �- //9j N N U9} m r aF_ . - . ..�6:TEMP FUS/l1/G CABl NE T AT STA T/ON _. _- - _ N I s, . 5616 � Q c n \ 9 /S TEMPORARY UNTIL FUTURE PROTECT //� � 1- m i I ° I ' I 1193 N � v N r`° 2'�- -/S DEI�EL O�F�. - I 0 �• a•�3 , N N ti� v'� - •'- - U_GZ � N � 1184 � �: � 3 N � �,� � , � � o. a op �, !/8__ /182 . a ® �` 11 IA I 0 I " l/8o oN11M "-"- -- -- --- 40 7. COSTO MER-WIL L INSTA LL 3& CONDO/7 Old-._.-_ ® tl1 [�� _®/r�6 5'016 r I _ 1 I I o 9 - �� moo, E Ff/ I N ♦ a ,� //B/ ysp. & \ - �I TER CAN 61ND CONNECT TO J.E.A. l/50 Q [��] V� c(ZI, 7/ N L7 �4.0 1r Ll � 60. , _ ..SERV1,0F...C0M,0l1lT h N v q op p _ /- > �O . • ( X 161 I ,/J.�I I ♦ v I 460 � r 1 L�GJ � [0 t C 1 //38 t 1508 MM 't /160 //59 M V58 6 �� c� �; I - . 4 I 1�0UNCM-POUND LECE110 II. O e I M 1 //�7 }' ® salty E PHASE PACMCUNTEO rRANSFCRMER -k �. 0 N I 0 �!} w THREE PHASE PACMOUNTED TRANSFORMER .0 1/4S � l/¢7 . N 1/ 6 � _k C/Ty 0/- � , p �E CABINET • e ® TWO SINGLE PHASE PACMpJMTEO TRANSPORMER•OP1 DELTA N v _ � � I ) . . N I b ; Q ' Q i) r .. //39 ® \9 m SWITCH CABINET � S �♦ n - _ _ `� //�.` - Arc�f�r/!= �ER Cy - II 8 V' Q © SECTIONALIZING CABINET- . ' 1 I� ` _ - SO Q" i {� LIGHTNING ARRESTER CABINET-NORMALLY OPEN ' //� m �50_-_-- M N _ a0 - . L, o ® THREE PHASE IIGNTtuNG ARRESTER CABINET nn• 4ri I�\. ?? L L2 '��ee ,f -^U- PIISE-SIZE AND TYPE AS tN01CATE0 Q /I3(7 /� I V /t (��` I71'r� 15UB /�'f/ ® - f 140 -r-dRECT BURIED PRwaRT CABLE ttsKv LC•�4AL OR a5 INDICATED �- .'/ �/3Jr ��0 �oJ 13 P/:D/``^I-yn PRIMARY OR STREET LIGHT CABLE IN CLNCNT-AS 1.`IOtCATEO `1 14 ) ., /' -s-DIRECT BURIED SECONDARY•92E As INDICATED % e SECavCARY SERVICE CONDUIT `� h . 1' - - ;` ---(WATER :_PLANT) :::_ ' 1132 -C< METER PEDESTAL AND SERVICES . r ( ,r/33J mm V L}-c STREET LIGHT M , 1! ® l�,r I M I L . . .- . .. t(� _ . 0•- SECURITY LIGHT - �� //�� yah �a / W�/,O R - . `l -----DIRECT BURIED STREET LIGHT CABLE•10 DUPLEX / V.l I `OV S R 7 �Il �Q. ��O �`?3 r)� `z 5 3 �� f , , - . ... 1 . - I `.. - , _ .. . � (� S<~iONNNIAAiEEAE� .. _ . Y // �r / m ` L(!� $�. I / .. DIN 1/1.6. • CONCRETE CABLE RISER POLE . ® 2/ - J _ . • MOCO CABLE RISER POLE `" - - - - ;, ,n ® FOR STATUS OF PACMCUNTEO EQUIPMENT INSTALLATION Z „ .. , , . . ._ ,.,.: - . _ • - . _ . . ._ :_ _ _ ,.. , - -, , SERVICE 1.I 1. ® SECONOARr NA J rr_ _ _ �' - - Cn SECONDARY SF to6 . . - - - A - RM N INT uY Po - - - - ro No oPE n, o (� �y, RX R _ �l �V +M ELECTROMC E 0 NEW i Y/ "J I .. C - 1'T N 1 MARKER _ G El CTRCw C E , - EXE E A _ , `0w .a _. e o . f - . , _ __ . _ O 1. J Y1 O1. _ 4 D J Gl . r- -ENG.Pf?CJECT Fi.._ . 6 - PAI Sty( P4 E -- I. 8 : 1 ---- - FUSS 25 ==r �' ,1•'I _ 3S, L qOC �, Gab o_S 2 7 1' ' _--- 1 r . . _ tJ'TI.1{�P NC.-_ U prST.,1016 �0._ -- - r e Q ,, - C 11/L`P7'UNE �r/I, �t xa 1)t.' 2 y - _ 0 r` '` T 1 n .FUSE SSA C, r . r Si 3 _ _ - D cz . o - L� r _ :� 1" T S - L �/q� V G _ U - 28. . �� • .. 5 S 6 - 'C!'iT kt?. .. - T TlC3 _ _ L r 'E E vE - .V f-/ / NO. .11 I- ! ST y - � - � :' E T CCS'. T . -, .� E �l , l 1 I ' - . , • r r . f a I „ r r I 1 I E T E ,1 / ND s . A W.O.0. ti• Ro/1 R /� W. -. R 4 PROJECT _ `�• _ _ roE 1 E T - _ .. _ - ,. N0. w _ . REVISION RE S N ,.: - PP :. . _'. DATE RY CH D A D NO - REVISION .a :. . DATE BY CHT APP D ENGINEERING RECORD < .. ". .. , DRAFTING :RECORD - . . :_ _ 4 _ �.. _ W. " _ 1. - �. - - _ Rl 88 i STATUS - % DATE STATUS BY �TE TE - [ VA L//l/KS/UE SNI T s ST B DA CHT DA - E- ___ _ x" LIGHT W.O. NO. HSA'. a ss_ _ - .' - , Z-/o'o - - 1. 1 ,r Ofi0 1. /L S ''�:._;��''..=�.�`:.:= ASS G,f T - I - `C. } - ._ . =S. -Y, /T % ,` - S - - 1 SII QED r.` _ 5' REl 1 RR _. Sit =�:- =.�' ! � P Y .t. DE G L ,E _ B c, DRAWING Y � •3 O R 1 I 0. - r � N 'A ., - ly t: 4• :>.:a 7 Y yy - .Y. .i -.! 'ice• .+:F Y' _ •'•r �- -�: >- �•- K i t S I C T � 4 R Y _ -_ ��:- S Q � L �A l! D• - ICI `'��-. KE 2 IGI HEC INA •DES � C F L '��:` 3 r T•. 1 'V t. .1 w . 9= 1_ -, b- A `•Y w ti ra Y- 3!I Y ' r* =r•"' -•r: R 1 ORI =.i-�•: -J CX lE it 0A 'n'' .. • v =x:: ll, _2" I)► _ SET APP T ':�• BU1t AS r` - - �f� •h T' ' .,Yw 1 i L. 1' �,) t - - S AtE: - 0 �r� t' 01 fi i'- At, ".•taw r= - .r: - �, -:, r'. ,: ,,: ..::- P L CY .� •.>, - moi`. - - '.�� =` -/ �- .i _ N - _ - - E INFER G r - n: BUT! N G IN V - ':.�. �---..,. _ :;�: _ s�..� .DST S 0 .�� R t ;,<. �.� FO CONST. S �" - v,>�' _ PP _ -p �, -..� ex_ �.... . '..� S _ D 0 _ „ - _ r _ _ _ F - - _.• _ .4 ., .. _. -•__L ..-.t • ', , . �._ - _ _ �:C 'J�`. eJ _fix" - - G` y S "A,_, j - _ _ ...{+ _ Vii_ _ :.'l.,i:Y^r.r.. y] its,'. '�•to •.�l•• _ ,Yi ..�. •l Y-• ,x.. .Y' iii:'• f'':':,: r.i.� ,?�.. i.L. :t �,r� iX:i 't'- ».. `�1 - :< ��tK rte.; _ "'1. ,t,.,.::-T^ �:• -'i• �•� - •Y ,:_•.t �V '::l - jam,.�.... .A^ s.. 1- a .,al:i Sr. - Y. • .> '•" - •'n,.d, y _•^:.i=^ .'3'`- - ',i��: _ _ ;,r.. _ _s- .�. - .}.�', .1?-.."" -t •,t4. •r.~ ;.�,,,.", rt+t e•).tr.� ~w.z..:.'-- "?'r' l,Ti'^ ._:sem zo .x• _ -�. 't�':"• _ ,.s,. ,5 ."C ..r i'•'1b c -. '.ws;..'.=,.�:�^ _ - Com:':i.:,.>'�_:x.�':.. _ - _ - •. t` .x.� .» .. ,,... ,-r..,y, -,� _ ..: _ • _ ,.3 ,'-• - ,«.c.� _ ..,,__�%'- mow. a„.♦: ..-o••-.'�:�':�.'- �:�:- ,-. ,:w��:.ti+'_.-:Y �-f G.: `i ....y.••=:.rte. �.w:_-•...::. - •4.,w..-c••<._.. .,,.a.�+ .++='� •::-.:1:.:' ,. =-:.._. -^.S" _: �.xt •a r •'s• ."�..,.`>`l.�:ir."i:` :''t�'.� >,> "'i" ,. T"-" rr.' -.r- -Ari.,. r 5�;.,-!Y �i"- '•`x•�_:` - ' .;'"'-('w.^'~ - :.'„�•'' -,•h'-ms's ...»`-: •sa,--7ec .,1.••__±- :r• :,t•-«.:,_,",,.r,r:� '- - ' `: -. ? ;r.. 1 3" ( f )-. TT n t_ _ _ ,Z., F. .., .i,•+I,�_ .._�_ . . w .F - _ .. Fr ... +... - - i!.•. - 'F'I __ :.�• •.'L•.'.i -)l- - IZ'e .f•- - - r r, _ r' _ r, r t.• h i "- ;. - 14 I- F x f Ia ,• v _ _ a-y) i! _+d-. ,moi. .rf_,)'4 ��'' j• ,•' .4„ '.}• ,•_ .. .. - _ - - -' , - -- - � - - - 1 � RI 111 9p , ........ .. M w ^w - w� a tt A J r a J , 1 1 mi If ci C'PURVE TABLE NAME ANGLE RADIUS LENGTH H IN "' ; 1 71012'00" 182.32 226.57 N 28651100,111- A' 2 42041'130 182.32 155. 3 N 1 155'57 t 1. 1J '37 91036,390 0. 223.86 s 52 X33- 0 43015'13* 140.00 103.69 s 28022130 48021' " 140.00 118.17 s 74011 I ., C 7 20007'47* 135.00 47.43 N 71044101'',f: 8 44123'32* 372.48 288.60 N P5142-0V t, �. .: . C 20*54'3 " 372. 135.24 1-157'3 . ' ' 3 5150-1 2 "2 - � 32 4 152 5 r� 1 11 22011' m 217. 7 84.25 s 85012,0101-t 12 32*50'24" 240.00 114.63 s 05 - 1 7101'5 220.00 103.80 s 08`49'34 ., 14 tJ 15 33056'470 150.00 104.58 022 - 1 . ..�... ,�.»,•... .�.�..•�.. _... ._,___.�,...., .._..�.,. ...�..a. .. � � .�°'' _ -' 1 5 53-50" 100.00 41.71 g 17 05 0 ,31 a 150.00 15.11 s 13150-41 � 18 1 - 7 3 0 LLJ `A 4 IL 1 '"m,,..n.«,..,..nom+»� ,�®....._.�.•a.-_+x p-x � � : ' - �._.,.� m.,....,...�w...mw=.m e...»...0 am.,..m�, ,....r r.�n..,mm wsm.,.wa mo.�,u..m awe.,,....n.e.w..�a w,.ea,..� 'h.�w k" a,.✓n„'mm s ate.,u' y. (pfl[ � ,. J i SFS _� , �,w*""„�. �»✓" �( n, w w .-n , 0 ,.. Alt Y Sk 000 t , f a , C C C 1 ,�. »- ,ten�.. «n _, --. •., . ,.., .._- ... .. :. -. .. � � ,� F sm was* IP S E L V A L A l< E S U N I T N 0 PLAT BOOK PAGE SHFFT OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY, FLORIDA CAPTION A PART OF SECTION 17 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL ADOPTION AND DEDICATION THIS IS TO CERTIFY THAT R.G.M. PROPERTIES, INC. A CORPORATION UNDER THE LAWS PARCEL A COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: OF THE STATE OF FLORIDA IS THE LAWFUL OWNER OF THE ABOVE CAPTIONED LANDS , FOR A POINT OF BEGINNING COMMENCE AT THE NORTHWEST CORNER OF HENCEFORTH TO BE KNOWN AS SELVA LAKES UNIT TWO AND THAT IT HAS CAUSED THE SAME TO BE SURVEYED AND LOT 22 , SELVA LAKES AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE SUBDIVIDED AND THIS PLAT MADE IN ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT PUBLIC RECORDS OF SAID COUNTY; THENCE ALONG THE WESTERLY LINES OF SAID OF SAID LANDS. ALL ROADS AND EASEMENTS FOR DRAINAGE, UTILITIES, SEWERS SHOWN UPON THIS PLAT ARE HEREBY SELVA LAKES THE FOLLOWING FIVE COURSES: S.06918 ' 00"E. A DISTANCE OF 97 . 91 =RREVOCABLY AND WITHOUT RESERVATION DEDICATED TO THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA AND ITS FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 212 . 32 SUCCESSORS. ALL J.E.A. EASEMENTS ARE DEDICATED TO THE JACKSONVILLE ELECTRIC AUTHORITY AND ITS SUCCESSORS FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF FOR USE IN ITS UNDERGROUND DISTRIBUTION SYSTEM. S. 69919 ' 52"W. AND A CHORD DISTANCE OF 36 . 13 FEET; THENCE S . 25933 ' 00"E. A DISTANCE OF 60 .00 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 152. 32 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A IN WITNESS WHEREOF R.G.M. PROPERTIES, INC . , HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT, BY CHORD BEARING OF N. 74904 ' 30"E. AND A CHORD DISTANCE OF 50 . 94 FEET; THENCE AND WITH. THE AUTHORITY OF ITS BOARD OF DIRECTORS, IN ITS NAME AND WITH ITS CORPORATF SEAL Ak'aIXED THIS ._ S. 06918 ' 00"E. A DISTANCE OF 100 . 00 FEET TO THE SOUTHWEST CORNER OF LOT 23 DAY OF r A.D. , 1986 . OF SAID SELVA LAKES; THENCE S.64913 ' 12"W. A DISTANCE OF 53 . 18 FEET; THENCE S. 05927 ' 06"E. A DISTANCE OF 108 . 90 FEET; THENCE N. 69934 ' 00"E. A DISTANCE OF 83 . 50 FEET; THENCE S. 80927 ' 00"E. A DISTANCE OF 51 . 20 FEET; THENCE R.G.M. PROPERTIES, INC. S. 09911 ' 00"E. A DISTANCE OF 37 . 20 FEET; THENCE N. 75952 ' 00"E. A DISTANCE OF 46 . 40 FEET; THENCE S. 31916 ' 00"E. A DISTANCE OF 66 . 10 FEET; THENCE S. 39956 ' 00"W. A DISTANCE OF 58. 90 FEET; THENCE S. 57940 ' 00"E. A DISTANCE OF 70.22 FEET; THENCE S.25909 ' 06"W. A DISTANCE OF 121 . 14 FEET; THENCE S. 81 9 38 ' 01 "W. A DISTANCE OF 99 . 15 FEET; THENCE N.879 1 1 ' 1 3"W. A DISTANCE OF 79 . 93 FEET; THENCE S . 71956 ' 06"W. A DISTANCE OF 75 . 98 FEET TO A POINT ON A WITNESS PRESIDENT WIT14ESS CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 110 . 00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S. 45907 ' 49"E. AND A CHORD DISTANCE OF 119 . 68 FEET; THENCE S. 06918 ' 00"E. A DISTANCE OF 62 .00 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER DULY 170 . 00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD COUNTY OF DUVAL AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, KASEM A. N. REYHANI , BEARING OF N. 78930 ' 54"W. AND A CHORD DISTANCE OF 36 . 23 FEET TO A POINT OF PRESIDENT OF R.G.M. PROPERTIES, INC. , A CORPORATION UNDER THE LAWS OF THE STATE OI- REVERSE CURVE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE FLORIDA, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING DEDICATION AND Wi-ij SOUTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CHORD BEARING OF ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER FOR THE USES AND S. 77044 ' 38"W. AND A CHORD DISTANCE OF 24 . 89 FEET TO A POINT OF REVERSE PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID CORPORATION. CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 50. 00 FEET, A CHORD BEARING OF S. 74930 ' 41 "W. AND A CHORD WITNESS MY SIGNATURE£ AND OFFICIAL SEAL AT JACKSONVILLE BEACH, IN THE COUNTY OF DUVAL AND STATE OF FLORIDA, DISTANCE OF 44 . 82 FEET; THENCE S. 06918 ' 00"E. A DISTANCE OF 105 . 80 FEET TO THIS DAY OF A,D. , 1986 . THE NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, AS NOW ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED IN PLAT BOOK 10 , PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS; THENCE S. 83942 ' 00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A DISTANCE OF 135 . 00 FEET; _ , NOTARY PUBLIC STATE OF FLORIDA AT LARGE THENCE N. 06945 ' 00"W. , PARALLEL WITH AND 40. 00 FEET EASTERLY OF WHEN MY COMMISSION EXPIRES: MEASURED AT RIGHT ANGLES TO THE EASTERLY LINE OF BLOCK 6, ROYAL PALMS UNIT ONE, AS RECORDED IN PLAT BOOK 30 , PAGES 60 AND 60A OF THE AFOREMENTIONED PUBLIC RECORDS AND ITS NORTHERLY EXTENSION, A DISTANCE OF 920 . 03 FEET; DEDICATION FOR MORTGAGEE THIS IS TO CERTIFY THAT JACKSONVILLE FEDERAL SAVINGS AND LOAN THENCE N.83942 ' 00"E. A DISTANCE OF 284 . 75 FEET TO THE POINT OF BEGINNING. ASSOCIATION, A UNITED STATES CORPORATION, BEING THE MORTGAGEE OF THE LANDS CONTAINING 6 . 39 ACRES MORE OR LESS. DESCRIBED IN THE FOREGOING CAPTION OF THIS PLAT DO HEREBY JOIN IN AND MAKE OURSELVES A PARTY OF THE r ADOPTION AND DEDICATION OF SAID LANDS AND PLAT FOR THE USES AND PURPOSES THEREIN EXPRESSED. IN WITNESS WHEREOF, JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT BY AND WITH THE AUTHORITY OF ITS BOAPD OF DIRECTORS, IN ITS NAME AND WITH ITS SEAL HERETO AFFIXED THIS DAY OF A.D. , 1986e CAPTION A PART OF SECTION 16 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL PARCEL B COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF LOT JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION 52, SELVA LAKES AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE PUBLIC RECORDS OF SAID COUNTY ; THENCE SOUTHERLY ALONG THE WESTERLY RIGHT OF WAY LINE OF PARK SIDE DRIVE OF SAID SELVA LAKES, SAID RIGHT OF WAY LINE BEING A ,- CURVE CONCAVE WESTERLY HAVING A RADIUS OF 185 . 00 FEET, A CHORD BEARING OF S. 01948 ' 50"W. AND A CHORD DISTANCE OF 55 .83 FEET TO THE POINT OF BEGINNING; THENCE S. 79930 ' 28"E. A DISTANCE OF 55 . 00 FEET TO A POINT ON A CURVE CONCAVE WITNESS PRESIDENT WITNESS EASTERLY HAVING A RADIUS OF 140 . 00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S. 06926 ' 44"E. AND A CHORD DISTANCE OF 81 . 57 FEET TO A POINT OF REVERSE CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 250 . 00 FEET A CHORD BEARING OF STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER S.08939 ' 20"E. AND A CHORD DISTANCE OF 127 . 11 FEET TO A POINT OF REVERSE COUNTY OF DUVAL DULY AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE EASTERLY RAVING A W. M. MASON, JR. , PRESIDENT OF JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, A RADIUS OF 180 . 00 FEET A CHORD BEARING OF S.00906 ' 50"E. AND A CHORD DISTANCE UNITED STATES CORPORATION, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING OF 38. 79 FEET TO THE NORTHELRY RIGHT OF WAY LINE OF THE PLAZA, AS NOW DEDICATION AND WHO ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED FOR THE USES AND PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID IN PLAT BOOK 10, PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS; THENCE CORPORATION. S. 83942 ' 00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A DISTANCE OF 79. 48 FEET TO A POINT ON A CURVE CONCAVE EASTERLY RAVING A WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE, IN THE COUNTY OF DUVAL AND THE STATE OF FLORIDA, RADIUS OF 130. 00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A THIS DAY OF A.D. , 1986. CHORD BEARING OF N. 09914 ' 12"E. AND A CHORD DISTANCE OF 69 . 64 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N. 24946 ' 23"E. A DISTANCE OF 22 . 91 FEET; THENCE N. 13916 ' 15"W. A DISTANCE OF 97 . 03 FEET TO THE POINT OF CURVE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 195 . 00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF N. 01923 ' 21 "W. AND NOTARY PUBLIC STATE OF FLORIDA AT LARGE A CHORD DISTANCE OF 80 . 30 FEET TO THE POINT OF BEGINNING. CONTAINING 0 . 37 MY• COMMISSION EXPIRES: ACRES MORE OR LESS. rr All �Y•r...,�.�.►r•w..w...��.1'-..aML:Rifi...sr.•..liu.•✓R..iMYSf v L A K E S U N I T T k 0 P A T B'O0KK. .. P A G*E* SHEET OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY, FLORIDA BLOCK 6, ROYAL PALMS UNIT ONE ' , NOTES: j` P.B 30, PGS. 60 & 609 BEARINGS ARE BASED ON SELJH MARINA UNIT 3 j P.B. 27, PG. 27. 2 3 4 I 6 ( 7 8 I 9 10 l i l DENOTES P.R.M. SET I I l �?EN��TES P.C.P. SET g oil ,� ,�� jS l I �._N� !RADIAL LINE N 06°45'00" VY 920.03 '1 l 45.03 ! 35.00 35.00 ' 35.00 35.00 35.00 35.00 1 35.00 35.00 35.00 35.00 35.00 35.00 , 35.00 35.00 I 35.00 35.00 35.00 35.00 35.00 35.00 35.00 35.00 35.00 35.00 35.00 1 i\ EASEMENT T Y P F "A" & "L" ARE F 0 R INGRESS EGRESS, � i I _ i I , DRAINAGE ANLA �Ir1LIIIES. r- Z cl 1 L L! co 1 OD I 00 ODI DD, OD 00 OD i OD pp co OD I C I OD, OD I C_,,: (.+ G I C C (-A C.+y (�+ c,j I C+ c.+ C+. OD Z� 00 I l l ZI Z! (_j --moi o o ° o; of -- _ol o, of oI o 0 0 �! Cil co Gi I 1 o OD! �I o f rr j LP �! cn I cn, cr l cr i (j, cn l cr! cr co� I N �' 80 179 8 78 77 0 76 75 o i 74 ' 73 0; 72 S 71 0 0} 68 g 67 _ 66 =165 =, 64 0 l 63 - o 61 o i 60 I 59 58 I 57 i l Z ou 'VI N' ! ( r rl _I o� I = cr' cr' cs N l i t m 82 81 $, r*,l r,d r*i: r*t! rTil r.,i m! m! r*rl m m r o 62 1 j SI rn o1 o� �I of of o! or o 0 0' I rni ,i o' rn r*� - -- c_r cr cr cr <r cr cr cr <r cr cr I - j I - - -, = I 3 ' I ! O{ O -+I J N r t l f fTl J U Ui U O Sd O O( Cr! N pli m I 2 O I I •� I - O'+ COI ? _ ! 00 rV i I 1cy, I v I I �•' i A I I o0 Cn �i rn� 1b21.22 i I I 21.2 2 35.00 3,),00 35.00 35.00 35:00 35.00 35.00 35.00 35.00 G 24 I 1 a g ~' - - . - _ - -- - 21 -J 1 1 t 1 ( -- �♦ ' i Z QL �� G._- L G 2S I coI �r L 3� 1 cr w >N 06°18'00'�W C, `�..0 18-r'�� G 19 G?.3 � �- -- - - --- - - - C) - _ 6 C 0 o ISEMEN> "8" { e. „�c� 31 ! N 06 18 W ' ! 45.03 I 35.00 ' 25.78" S E L V A L R-K E S r 06045'-00" E 341_.39 _ _ EaSErtEN� ��' " N $ 06°18'00" E 105.80 i it.�1 --208.88- ------ G 9 35.00 35.00 33.86 g S Ob°1?'0r1" E 117.88 = OD z N W45'00" W N 06°45'00" W 148.88 _ ^� ;w cr N I r cn °o R C V 1 75.00 35.00 35.00 C 42 T .O.- I ,� o 4- -f-� � c, ,n 7 83 ��p (`A o 00 cn �`p } l` 5 06°18'00" E 117.65 I 1�1Q ` gyp. cooD �, �° r�. z = o A � j co - S 06°45'00"_E 105.00 - v v_ 1 ° \�� `,' 55 o J�o c. rn I l m N Ob°45'00" W 105.00 �.I i -_ 8 0 cl - - . u, 84 o I o v 99 I I _ S 06 18'00" E 122.18 I I I m o c U m 97 I - ; : 4t 102 ,� ° z 01 F- = I o 0 100 _ 101 30.77 31.22 I ''' F S 06045'00" E_ 105.00 j g o .� 9 �, �-' 54loo rn Q v v S 06018'00" E N Ob 45'Or„ W 98.00 z U !J `� J�-0`� 103 3p - S 06018'00" E 106.87 l I z rte, ►� o f o 96 3p l -I M 62.00 g 78 `a 351.01 35.01 33.11 85 _ 3 - " h m `�lz, S 06045'00" E 104.85- -- S 05°27'06" E 108.90 ��% �' 53cp °D N 0- 8'18" W 100.47 v --� '�' w N 15 c') c 5 95 ,- w N o S 06°18'00" E 97.91 .► p � � t 86 104 h E 95 bb G °° 11--33--'S2" y w - I I I ti 22 I l c' , �, • 902°56'48" W 90.49 �� g4 g o $ 06°18'00" E 100.00 m ------- OD 00 09 0 v 87 s "z `°� 0,3 43r,W 106.160' 23 ! o l 21 (l 00 Cl l9°p9 1 � /'`- _-T_-` ", 6 g o 4 52 v A9��19,, 3 `v "' l 2 20co 30 i N o 88 , Lo o� -- l I - - cD ' i n• o0�4w ♦ oD'` ��- 92 I SELVA LAKES P.8.41 PG.55 J, I l I & 5581 o repo , 89 90 91 CURVE TAB L_E CURVE TABLE 3 o NAME ANGLE RADIUS LENGTH BEARING CHORD NAME ANGLE RADIUS LENGTH BEARING CHORD Q) •JA 9B I S fpr0, G 1 9°45'42" 212.32 36.17 S 69°19'52" W A.13 C 38 71°12'00" 152.32 189.29 N 28051 '00" E 177.34 ^ p r rr 0 r rr V, G 2 19015,001, 152.32 51 . 18 N 74004'30" E 50.94 G 39 22 09 36 152.32 58.91 N 72 37 12 E b8.55 crD G 3 65°54'49" 110.00 126.55 S 45°07'49" E 119.68 G 40 18013'43" 152.32 48.46 N 52025'33" E 48.26 G 4 12°14'04" 170.00 36.30 N 78030'54" W 36.23 C 41 37°38' 19" 152.32 100.06 N 24029'32" E 98.27 g G 5 59°43'01" 25.00 26.06 S 77044'38" W 14.89 G 42 12°25'23" 152.32 33.03 N 00°32'19" W 32.96 p c� $= G 6 53015'08" 50.00 46.47 S 74°30'41" W 44.82 G 43 90°00'00" 30.00 47.12 N 51°45'00" W 42.43 G 7 71°12'00" 182.32 226.57 N 28°51 '00" E 212.11 G 44 36°52'12" 50.00 32.18 N 64048'54" E 31 .62 G 8 28030'41" 182.32 90.73 N S0°11 '37" E 89.80 G 45 18003'33" 50.00 15.7b N 74°13'13" E 15.69 (}, 0 r rr 1 0 r " G 9 42 41 13 182.32 135.83 N 14035'37" E 132.71 G 46 18048'38" 50.00 16.42 N 55 47 07 E 16.34 G 10 75020'03" 140.00 184.08 N 44°25'02" W 171 .10 G 47 32°03'19" 50.00 27.97 N b2°24'18" E 27.61 SEc7io� /6 G 11 32°04'51" 140.00 78.39 N 66.02'38" W 77.37 G 48 20037'35" 50.00 18.00 N 88°44',)6" E 17.90 G 12 43°15'13" 140.00 105.69 N 28022'36" W 103.20 G 49 21°12'46" 50.00 18.51 S 70°19'54" E 18.41 IJ 13 71°20'14" 110.00 136.96 N 42025'07" W 128.28 G 50 24°03'51" 50.00 21 .00 N 47°41 '36" W 20.85 G 14 23°52'37" 50.00 20.84 N bb°55'27" W 20.69 G 51 24°21 '45" 50.00 21.26 N 23°28'47" W 21 .10 Q� G 15 45°36' 19" 50.00 39.80 N 32°10'58" W 38.76 G 52 24°38'14" 50.00 21.50 N O1°01 '12" E 21 .33 W G 1b 22°48'20" 50.00 19.90 N 20°46'59" W 19.71 G S3 25°09'35" 50.00 21 .96 N 25°55'07" E 21 .78 11 41°29'15" 50.00 36.20 N 11°21 '49" E 35.42 G 54 22020'43" 50.00 19.50 N 49°40'16" E 19.38 18 S9°43'01" 25.00 26.06 N 02°14'56" E 24.89 G SS 22028'49" 50.00 19.62 N 72°05'02" E 19.49 G 19 20°51 '34" 170.00 61 .89 N 17°10'47" W b1 .55 G 56 3b°47'45" 50.00 32.11 N 78°16'41" W 31 .56 o �'' G 20 04°11 '00" 170.00 12.41 N 2S°3i '04" W 12.41 G 57 36°52'12" 50.00 32. 18 N 78018'54" W 31 .62 c 6l �� ° O�Ij��il� LOT 52 G 21 12°01 '32" 170.00 35.68 N 11°24'48" W 35.61 G 58 13°18'40" 50.00 11 .62 N 66°32'09" W 11 .59 63 �O/ , G 22 04039'02" 170.00 13.80 N 09°04'31" W 13.79 G 59 23033'32" 50.00 20.56 N 84°58'14" W 20.41 v' � W 97.03 oF�F / S 55A G 23 24033'46" 212.32 91 .02 N OS 31 53 E 90.33 G 60 90000,001, 30.00 47.12 N 38 15'00" E 42.43 N 13 16 150 r rr 0 r rr o �• C 67 74 ' PR�FE>QE�� LAK �5 G 24 08004'29" 212.32 29.92 N 02042'46" W 29.90 G 61 05°25'25" 110.00 10.41 N 09027'42" W 10.41 o -!= S��' PG G 25 09 042'07" 212.32 35.95 N 06°10'32" E 35.91 G 62 31004'22" 130.00 70.50 N 09°14'12" E 69.64 � -P' C71 Q�� -' 16.28 C 68 �� _ G 26 06°47'11" 212.32 25.15 N 14°25'11" E 25.13 G 63 23045'47" 195.00 80.88 N 01°23'21" W 80.30 69- G 27 61043'10" 25.00 26.93 N 13002'48" W 25.65 G 64 33052'32" 140.00 82.77 S 06026'44" E 81 .57 C 73 g S 79°30'28" 55.00 R�v`� G 28 27°14'46" 25.00 11 .89 N 04°11 '24" E 11 .78 G 65 29°27'20" 250.00 128.52 S 08039'20" E 127.11 g ,o Q G 29 34028'24" 25.00 15.04 N 26°40'11" W 14.82 G 66 12°22'20" 180.00 38.87 S 00°06'50" E 38.79 03Y18" W 4 G 67 C 64 - _ PARK S / G 311 41040'46" 50.00 36.37 N 003°34'10" E 35.058 G 68 39°56'401" 1050.00 104.58 N 02°22'33" W 102.47 C 66 `- - - -- C 32 28°00'59" 50.00 24.45 N 03°15'44" W 24.21 C 69 Z"56'16" 150.00 91.47 N 00007'43" E 90.06 65 G 33 38025'55" 50.00 33.54 N 43°37'30" E 32.91 C 70 05000'31" 150.00 13.11 N 19050'41" W 13.11 C 34 40058'32" 50.00 35.76 N 83019'43" E 35.00 G 71 32050'24" 200.00 114.63 N 05055'45" W 113.07 C 35 11057'50" 50.00 10.44 S 70°12'05" E 10.42 G 74 17 21 23 185.00 56.04 S 01 48'50" W 55.83 L t1 N P L A T TED PAR T 0'- SECTION 16 G 36 61°43'10" 25.00 26.93 N 84°55'15" E 25.65 G 72 10°58'59" 210.00 40.25 N 00048'31" W 40.19 G 37 10023'21" 212.32 38.50 N 59015'20" E 38.45 G 73 27°01 '56" 220.00 103.80 N 08049'59" W 102.84 G 38 71°12'00" 152.32 189.29 N 28051 '00" E 177.34 C 39 22009'36" 152.32 58.91 N 72037'12" E 58.55 S E L V R L A K E S U N I T T N 0 PLAT BOOK PAGE SHEET OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY FLORIDA a CITY COUNCIL APPROVAL V U� EXAMINED AND APPROVED BY THE CITY COUNCIL OF ATLANTIC BEACH h THIS---------DAY OF ---------------------A.D. 1986. N 83.42'00" E 284.75 40' ELEVENTH ( 111" STREET 60' R/W 57 i I ;' I I D.B. 1761 PG. 1 8 --------------------------- ------------------------ -------1- I I g ^ I I I I I MAYOR CLERK 53 21 20 ) 19 18 17 16 15 14 I I ( I 1 56 (55 54 ( 1 13 12 � H 22 � � 11 — 59---� _ '- 10 g7 6 5 4 3 2 1 ' 60 I S 25.33'00" E 60.00 SEL VAC A 61 KES CI RCLE CERTIFICATE OF CLERK S 27 62 04 8 124 25 26 �, I HEREBY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT AND THAT 63 10 1 ( 28 , �� IT COMPLIES IN FORM WITH THE REQUIREMENT OF CHAPTER 177, FLORIDA — X23 1 �� 38` �\' f� STATUTES, AND THAT IT IS FILED FOR RECORD IN PLAT BOOK------,PAGES------- 64 102 29 37 a IN THE PUBLIC RECORDS OF DUVAL COJ,lTY, rLORIDA TEAS------ uAY OF ------ �S 64.13'12"W 53.18 'f __________________ A.D. , 1986. 65 ; 101 W 30 � 36 66 100 .y,�cAr'�' E 5� 31 / \ ----------------------------- ;3 ------------------------------- o ----- Nit 5W%j-W /32 1 35 CLERK DEPUTY CLERK 67 —— 99 Sae•>>, 51.20/ 34 42 41 N 75.52'OW J6.40 33 ` 43 68 94 / �` CD 93 44 I'D i J ---- , M 98 �9 -----_ 3 7 96 0 69 I I 92 // S 31•�g'00" E 66. 0 N o g z 45cr � o — -- - �'�91 • goo"w 590 CD o. c Z — 71 — -- --- - - / �L FER T I F I CATS OF SURVEY%k Co .0 cr 90 / Z v a 72 --- -T--- S s7.40,�"E gyp? 47 / l 51 / - -, C) -�' - g / SO / � THTC IS iU CERTIFY THAT 'Hr UNDERSIGNED IS R CURRENTLY LICENSEC ANS m -�3 - +++ 89 '� 48 52 Q' m REGISTERED LAND SURVEYOR IN AND BY THE STATE OF FLORID" H_NC HS SIU,:1 • >. a - DOES HEREBY CERTIFY THAT THIS PLAT IS A TRUE ANC CORRECT REPRESENT�I".'C�N 74 ,83 I84 85 186 \ �� LLJ OF THE !ANDS AS SURVEYED UNDER HIS RESPONSIBLE DIRECTION AND SUPEK� ISI.�t�; i I \ '`�' Ppir/� Etc E n • ,�•E T i T T F 87 � � THAT THE SURVEY DATA COMPLIES WITH ALL .HE REQI,IREM�N�S O� CHAP _K 1 .'7, 75 FLORIDA STATUTES AND FURTHER CERTIFIES THAT PERMANENT REFERENCE MONUM_N"S. ---- 581.38'01"W .a� HAVE BEEN SET AND PERMANENT CONTROL POINTS WILL BE SET ACCORDIN�j TO 76 NBj 99.15 �G,1rj rr� REOUIREMEN`S OF S-ID CHAPTER 171. 71 �06.w �S.�g 1 u W11TNESS MY S'IUNATURF AND OFFICIRL SEAL Hi: - -DAY OF-------------- W ' \ 78 � t �� 8 '� H. A. DURDEN & ASSOCIATES, INC. IC(o 4 ,fir -------------------------------- ---- 80 - W � H. dKi'�'r_ i';'kDtN g 81 j00 I � 40' 82 1 N I N 83.42'00" E 902.00 S 83.42'00"W 135.00 S 83.42'00"W THE PLAZA 79'48 BY SECTION NO. 2, SALTAIR P.B. 10 PG 15 35A0 35A0 35,00 35`00 moo I 35.00 35.00 3s oo 3SA0 35A0 35.00 ( A00 35.00 I 33.00 noo 3s.0o I I I I I I I 1 i I i I I I I I I I I I ! I I I I I 1 I I 36.00 36.00 36.00 I 36.00 35.00 I 36.00 36.00 36.00 35.00 35.00 CIO � I I _ i I I f I I WI WW Lai bW WI W W 9 W! �I a of S SII W! I I I 1 ' U R I I I I VE TABLE 1I I $ "' HH� � I yl4ncn 4D NAME ANGLE RADIUS LENGTH BEARING CHORD wI b WI ( I I gl I W C 1 65011,030 12.50 14.22 N 51*06'28n E 13.47 NI ( I I I ^I g I c 2 43.35 14« 120.00 91.29 N 03.16 40" V $9.10 ^I �' c 4 0 0;5106- 142.71 95.28 N 055643 ■ 93.52 S I 6 550 737.00 $0.57 N 16018'450E 60.53 w wl W C S 14.18'27" 737.00 184.04 N 12.17'26" E 163.56 I I I i I HI W ^I I w I $ I 8 I H �' I c 6 20.51'46" 220.00 60.11 N 05.17'41• • 79.67 35.00 _ 35.00 35.00 k c 53 I ``' w ;oI 'O •0 'D .ol I C 7 $0034'26* 12.50 17.58 S 54000'470 E 16.17 I I ;Q 81 $! 8 :p I g g1 !g g I c 8 107.21'280 12.48 23.37 S 78.45'01" E 20.10 ! I co - � C 9 42.26102" 20.00 11.81 N 26'21'14' E 14.48 C sf I I .- •0 � O N NI N NI r 26 'D �, 8 y1 I C 10 108.46'170 29.33 55.68 N 29.18'51• E 47.69 I - c I I � �I 14 N I C 11 57.02'48' 210.00 209.09 N 09.04'45" • 200.56 I C 12 40.39'46« 210.00 149.04 N 00.5314" • 145.93 C 13 16.23'02" 210.00 60.05 N 29.24'38" • 59.85 ��/ C 14 48.05'41" 210.00 171.28 N 13.33'19• • 171.15 S valor• 140A0 _ �� I ( I I I I c 15 31.06'38" 170.00 12.31 N 05.03'4r N 91.1$ I I I I I G I c 16 2910;29: 220.00 112.02 N 06;01;52: n 110.82 c 33 • I G� C 1 C 17 14 S1 22 210.00 54.45 N 01007'41 E 54.30 G� C� I I f C 40 C 39 19.11 __ 35.00 3580.0_ 110.00 8 C is 31059'140 100.00 $5.83 N "641'30* E 55.11 I C 19 46.18120" 143.73 116.16 N 02.32'03" E 113.02 c 4 I c R1 C 20 320201290 143.73 81 .13 N 09030'39* E 80.06 r I c>tz C 21 13.57'51" 143.73 35.03 N 13.38'11" W 34.94 43,`_� ,o C 22 22.111460 217.47 84.23 S 65.12'07" E 63.72 35.00 35.00 3SA0 35.00 C 45 C 44 _1__ ._ ._. v � C 23 44.23132" 372.48 268.60 N 83.42'00' E 281.43 C 24 20.54139" 372.48 135.94 N 71.57'33" E 135.19 S x3.42'00"w 135.54 _ _� \ 51.59 C 26 20'30'C 25 41" 133.011 147.42 N 752,65 S 71;•45'33" E 147.36 • , - C 37 C 27 91.14'05• 140.00 222.93 S 52.22'02' E 200.11 C 26 431350 140.00 105,71 S 282253 E 103.22 C 29 470381130140.00 117.21 S 73039'57* E 113.82 //"oo,*� 11� c 30 90.27'000 102.32 267.82 N 38.28'30" E 258.65 I • 1~' - S�• C 31 420411130 182.32 135.63 N 14.35'37• E 132.71 I E. fyf.7Q C .17 __ 5__83.42'00" W 103.99 ` C 32 47c 33 045'47* 182.32 151 .9$ N 59 167.24 0491070 E 147.62 I 1 c� 70 C 34 38.34'15" 390.00 262.34 N $6.57'416' E 25`.61 c 35 01013157* 390.00 8.39 S 74022'090E 8.39 c� I C 36 37.20119• 390.00 254.16 N 61.20'43" E 249.68 _ C 37 1c 38 601'260 183.78 51.40 N 7 25.00 39-27 N 541'170 E 51.23 E 35.34 _ �I =1 v c - C 39 04.105'45" 213.78 15.90 N 81.34'06" E 15.90 I S ��•?d'•E y / C 40 09@30131« 213.78 35.48 N 74.41'00- E 35.44 C 41 02.15110" 213.78 8.41 N 16.48'09' E 8.41 I ' / C 42 04.24'23" 360.00 27.69 N 69.52'450 E 27.68 C 43 03.38'20" 360.00 35.43 N 74.54'06• E 35.42 / C 44 05.34'53' 360.00 35.07 N 80030'43* E 35.05 ci, I I �� 1` _ d / C 43 05034'39* 360.00 35.04 N 66405'29" E 35.03 I : "�•u•as"w; / 35.09 35.00 35.00 22.92 S 83.42'00"W 127.92 $ CURVE TABLE / NAME ANGLE RADIUS LENGTH BEARING CHORD �� \\ j 360.00 37.15 C 47 OS•S4'47- 360.00 36.04 S 82.37,30" E 36.02 • e,�.�' Ga` \\ + v C 49 05.00'30" 428.04 37.46 S 73.28133"030 E 37.13 .� C SO 04.52'20" 428.04 36.40 S 80.25'10' E 36.45 • ., ,- �\ � N 82.43'22" E 46.30 S��. / 39 �� Cel �'•\ N 22.00 24.30 , c S1 04048'300428.04 35.67 S 83.14'33" E 35.66 e� C �l• �o �'�- / C S2 04.42'33" 428.04 35.22 S 89.59'16" E 35.21 C 82 #\ �► N 86 27 00" E 7244 C 53 03437'17' 428.04 29.54 N 63040'380 E 29.54 :' 4, , 35.00 37.44 C 54 09.29'18" 212.32 35.16 N 78057,210 E 33.12 C SS 09045'420 212.32 34.17 • • C 56 15.23'14" 395.00 106.08 S $8036'S2• E 35.13 . , 23 E 103.71 1 I I C S7 107010'42* 25.00 41.83 S 27014'55" E 40.28 s ♦'�►� , �� ♦'� = N " I c 58 31 02 02 50.00 27.08 S 10.33'35- w 26.75 . � .�0 88.19 c I l c s9 29047'38* 50. C 60 22.33'08" 50.00 21.00 S 19.30'53- E 25.71 =1 00 20.00 S 43 S2 17 E 19.87 S `� '_� j C 12 27 11 03 50.00 23.72 S 70055'21* E 23.30 ac 61 �• s� 22015'42* 50.00 19.43 N 84.21'16- E 19.31 10-E. �+' a j C 13 22.15'38" 50.00 19.43 N 62.05'36" E 19.30 2�� ` ' <v �► cv 26 0 46'31 30-00 � L9j �; C 64 C 4S 24.35'30- 0.00 23.37 N 37034'31* E 23.15 •Z7'19"w '�► N �`� C 64 33@33'31" SO 21.75 N 11043'30" E 21.58 g T3 \ ✓� } N " 00 31.32 S 18041'01* E 30.81 C d7 13 34 16 25.00 3.92 S 29.30'38" E 5.91 41� •� \ � , c, �� C 68 120046'23* 23.00 52.70 N 37.19'42- E 43.47 c 69 11.20'02- 420.00 83. 87037,080 �•�l•,. w \\ �� L 8j I C 70 16.01'26- 153.76 43.0 S E 82.95 N 75041'17* E 42.87 # \ , C 71 111.08'47" 24.00 48.50 S 40.43'37" E 41.24 •�`• ', ` :k y3 4TH\ ' �, j C 72 10�2S 41 M 240.00 43.65 N 14013-49- E 43.62 3 1$ 15 2? 240.00 76.47 N 00.06'42" 91 76.15 C 74 66047'23n25.00 29.1424009'18* S 6, 1 �1. ' e \ C •- c h1 ' C 7S • N E 27.52 3 � \ �. 31 51 40 30.00 27.80 N 73.28'49" E 27.45 1 4"w ''� ; \ �� v; C 76 32@50134* 50.00 28.46 S 74.10'040 E 28.27 S 4b 2 +k� \\ `� ( c 77 0958 30 50.00 8.70 S 62@44'01* E 8.69 6 28#38'52n50.00 25.00 S 82.02142" E 24.74 c 1,s C 79 280151230 50.00 24.64 • I c 84 21.48'13• 50.00 23. N 69 30 09 E 24.41 - S 8 t 6 24048111' 50.00 23.39 N 41'38'20- E 23.18 39 N 15.10'08" E 23.18 C 82 23.17'22" 50.00 20.32 N 0 ' " W 20.18 S**13-57- •13• v \ C 69 33c 83 023'21" 183.00 107.81 S 82.37'30" E 106.29 � �E �1� - \\ C 86 07.10'39" 50.00 20.32 S 33�10�01 w E 20.18 0 6.27 S 82 37 30 E 6.26 d� @ " c 84 23*20'18* 50.00 20.37 S 56@28'51* E 20.23 N 83'15'00'E 114.10 � � � 1 �'S3 �� d 661 S 48 50.00 37.83 S 82037'30* E 44.66 • - - S \ c 85 28@38'52" $0.00 25.00 S 82.28'260 E 24.74 $ ^ \ c 66 14.25'15" 50.00 12.58 N 75.59'30" E 12.55 c 8 ca j \ 81 LLA tN r s / Ole / g b = S 81047-120 V1 sixi 10.69 i _ 1 C 23 - . c� \ \ S X41 _ v _ _ c _ _ N 83'42'00"E 235.73 i PRINTED MAR 211985! S' �•: Tr.. Vit- 'aC" '. .y"¢•- in 'z. j. " t N. rY { I T - .!t • OXY _ " A '7• L F 1 •H i 'A .i'+ YY' •d+ - f t Y 'i '•t• � . i ..SSM• i• ^t• _ -:�'•` 'r Y' w:i e •J p '? 1F A y, 4.♦ -. Gn r ir• t 't _ta '.'.L.` rye•:.,... fr<= rif.. t `r " 3 ntl •a i y: _ [ 4 -rb• C• P 1+ a b . ter. T 'a•"!f' ✓ r. `iy,.. t , jvj 1:0 .s• d �, a :d a i •x,6.`11. t } 'r ,.rye" >z � a' :3'' •s. N. f K`•r sf y ,rAFt 'rs a' 7' • fit. .' t _ - a•.y r r� 33 t +C 4• ) r .t. o a ID: o Planni � D o Grou mp o a 3704 Swann Avenin Tampa, Florida 2000 Corporate Square Jacksonville, Florida NO14E�M E t llp� T �... wor— Ai- Ax- 1 t i r F PLAT BOOK 41 PAGE 5,5 S E L V A L A K E SSf/EE T i of 2 A PART OF SECTIONS 16 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY , FLORIDA TaXES VERIFIED R. S. F, CAPTION• A PART OF SECTIONS 16 AND 17 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, ADOPTION AND DEDICATION : THIS IS TO CERTIFY THAT R.G.M. PROPERTIES , INC . A CORPORATION UNDER THE LAWS DUVAL COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS : FOR OF THE STATE OF FLORIDA IS THE LAWFUL OWNER OF THE ABOVE CAPTIONED LANDS, A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF LOT 81 BLOCK 71 SELVA HENCEFORTH TO BE KNOWN AS SELVA LAKES AND THAT IT HAS CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED AND THIS MARINA UNIT NO. 3 , AS RECORDED IN PLAT BOOK 291, PAGE 27 OF THE CURRENT PUBLIC PLAT MADE IN ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT OF SAID LANDS. ALL RECORDS OF SAID COUNTY; THENCE S. 83042 ' 00"W. , ALONG THE SOUTHERLY RIGHT OF WAY ROADS AND EASEMENTS FOR DRAINAGE, UTILITIES, SEWERS SHOWN UPON THIS PLAT ARE HEREBY IRREVOCABLY AND WITHOUT LINE OF 11TH STREET, AS NOW ESTABLISHED AS A 60 FOOT RIGHT OF WAY BY DEED BOOK RESERVATION DEDICATED TO THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA AND ITS SUCCESSORS. ALL J.E .A. 1761 , PAGE 108 OF THE AFOREMENTIONED PUBLIC RECORDS, A DISTANCE OF 224 . 46 FEET EASEMENTS ARE DEDICATED TO THE JACKSONVILLE ELECTRIC AUTHORITY AND ITS SUCCESSORS FOR USE IN ITS UNDERGROUND TO THE POINT OF BEGINNING; THENCE S.06° 18 '00"E. A DISTANCE OF 46 . 48 FEET TO A DISTRIBUTION SYSTEM . POINT OF CURVE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 250. 00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S.00*34 ' 54"E. AND A CHORD DISTANCE OF 49 . 82 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE IN WITNESS WHEREOF R.G.M. PROPERTIES, INC. , HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS VICE PRESIDEtT, CONCAVE NORTHWESTERLY HAVING A RADIUS OF 767.00 FEET; THENCE SOUTHWESTERLY ALONG * BY AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS, IN ITS NAME AND WITH ITS CORPORATE SEAL AFFlX THiI�4 ' THE ARC OF SAID CURVE, A CHORD BEARING OF S. 12` 17126"W. AND A CHORD DISTANCE OF DAY OF A.D. , 1981, . 191 .03 FEET TO A POINT OF REVERSE CURVE; THENCE SOUTHEASTERLY ALONG THE ARC OF A y�• �, �' `+ CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 180 . 00 FEET, A CHORD BEARING OF S. 09004 ' 45"E. AND A CHORD DISTANCE OF 171 . 91 FEET TO A POINT OF REVERSE CURVE; R.G.M. PROPERTIES , INC . THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE. CONCAVE SOUTHWESTERLY HAVING A * RADIUS OF 240 .00 FEET, A CHORD BEARING OF S. 13- 33 ' 19"E. AND A CHORD DISTANCE OF ' ' :�►, 195. 60 FEET; THENCE N. 79° 30 ' 28"W. A DISTANCE OF 55. 00 FEET TO A POINT ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 185 .00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF N. 01- 48 ' 50"E. AND A CHORD DISTANCE OF �. 55. 83 FEET; THENCE S. 72*00 ' 19"W. A DISTANCE OF 54 . 64 FEET; THENCE N.66* 53 ' 17"W, OWITNESS VI F, , R DENT WITNESS A DISTANCE OF 35 . 66 FEET; THENCE S . 69004 ' 39"W. A DISTANCE. OF 24 . 01 FEET; THENCE � S. 89047 ' 12"W. A DISTANCE OF 70 .00 FEET; THENCE S. 75003 ' 19"W. A DISTANCE OF 20 . 50 FEET; THENCE N. 75037 ' 32"W. A DISTANCE OF 56. 42 FEET; THENCE N. 24002 ' 21"W. A DISTANCE OF 44 . 94 FEET; THENCE N. 81029 ' 20"W. A DISTANCE OF 31 . 71 FEET; THENCE STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER DULY N. 23000 ' 10"W. A DISTANCE OF 66. 96 FEET; THENCE N. 19047 ' 57"E. A DISTANCE OF 29 . 79 COUNTY OF DUVAL AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS , DON MEUSE, FEET; THENCE N. 08031 ' 06"W. A DISTANCE OF 26 . 53 FEET; THENCE: N. 08" 47 ' 48"E. A VICE PRESIDENT OF R.G.M. PROPERTIES, INC. , A CORPORATION UNDER THE LAWS OF THE STATE OF DISTANCE OF 18 . 44 FEET; THENCE N. 26° 23 ' 59"E. A DISTANCE OF 42. 46 FEET; THENCE. FLORIDA, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING DEDICATION AND WHO N. 45025 ' 27"E. A DISTANCE OF 17 . 38 FEET; THENCE N. 88° 19 ' 35"E. A DISTANCE OF 38 . 88 ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER FOR THE USES AND FEET; THENCE N. 27020 ' 51"E. A DISTANCE OF 44. 16 FEET; THENCE S. 80049 ' 17"W. A PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID CORPORATION. DISTANCE OF 140 . 96 FEET; THENCE S. 25057 ' 29"W. A DISTANCE OF 57 . 30 FEET; THENCE 4t S. 73027 ' 19"W. A DISTANCE OF 41 . 22 FEET; THENCE S. 04016 ' 29"W. A DISTANCE OF 33. 15 WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE BEACH, IN THE COUNTY OF DUVAL AND q&ATE -OF FLORIDA, ; .. FEET; THENCE S. 70048 ' 24"W. A DISTANCE OF 61 . 32 FEET; THENCE N. 72* 55 ' 56"W. A THIS J44 DAY OF A.D. , 198(o. , DISTANCE OF 11. 22 FEET; THENCE N. 49° 13 ' 29"W. A DISTANCE OF 28 . 17 FEET; THENCE =�' •' ' S. 61* 53 ' 31"W. A DISTANCE OF 27 . 21 FEET; THENCE N. 64011 ' 51 "W. A DISTANCE OF 57 . 20 �. FEET; THENCE N. 34° 54 ' 19"W. A DISTANCE OF 17 . 70 FEET; THENCE: N. 170 05 ' 07"W. A id's lu,j V �01. DISTANCE OF 31 . 38 FEET; THENCE N. 68017 ' 12"W. A DISTANCE OF 24 . 19 FEET; THENCE NOTARY PMLSTATE OF FLORIDA AT LARGE N. 20046 ' 01"W. A DISTANCE OF 63 . 89 FEET; THENCE S. 83042 ' 00"W. A DISTANCE OF MY COMMISSION EXPIRES : L .2 1 f 7 127 . 92 FEET; THENCE N. 06018 '00"W. A DISTANCE OF 100 .00 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 152 . 32 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S . 74004 ' 30"W. AND A CHORD DISTANCE OF 50.94 FEET; THENCE N. 25033 ' 00"W. A DISTANCE OF 60. 00 FEET TO A POINT UTY-COUNCIL APPROVAL: EXAMINED ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 212 . 32 FEET; THENCE - _ AND APPROVED BY THE CITY COUNCIL OF THE CITY OF ATLANTIC BEa1C , NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF N . 69- 19152"E. AND THIS // - DAY OF A.D. 1986. A CHORD DISTANCE OF 36 . 13 FEET; THENCE N. 06` 18 ' 00"W. A DISTANCE OF 97 . 91 FEET; THENCE N. 83042 ' 00"E. A DISTANCE OF 420 . 00 FEET; THENCE S . 06* 18 ' 00"E. A DISTANCE OF 30 .00 FEET TO THE AFORESAID SOUTHERLY RIGHT OF WAY LINE OF 11TH STREET; THENCE N. 83 42 00 E. , ALONG SAID SOUTHERLY RIGHT OF' WAY LINE OF 11TH STREET, A MAYOR CLERK + DISTANCE OF 450 . 54 FEET TO THE POINT OF BEGINNING. CONTAINING 8 . 01 ACRES MORE OR LESS. ' ASID CAT ION FOR MORTGAGEE THIS IS TO CERTIFY i NAT JACKSONVILLE FEDERAL 86' 14368 ► t � ;' ,'�- � SAVINGS AND LOAN ASSOCIATION , A UNITED STATES CERTIFICATE OF CLERK : I HEREBY CERITIFY THAT I HAVE EXAMINED THE FOREGOING CO�t�ORATI-ON, BEING THE MORTGAGEE OF THE LANDS DESCRIBED IN THE FUREGOING CAPTION PLAT AND THAT IT COMPLIES IN FORM WITH THE REQU REMENT OF CHAPTER 177 FLORIDA STATUTES AND THAT IT IS FILED OF THIS PLAT DO HEREBY JOIN IN AND MAKE OURSELVES A F'AElI'Y OE' THE ADOPTION AND FOR RECORD LN PLAT BOOK �, PAGES IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA THIS DEDICATION OF SAID LANDS AND PLAT FOR THE USES AND PURPOSE'S THEREI N E I SS ,,S DAY OF A.D. , 1986. IN WITNESS WHEREOF JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION , HAS i�� ►L 1 Y' , CAUSED THESE PRESENTS TO BE S 16NE,D BY ITS PRES I DENT BY AND WITH THE, AUTHORITY OF' �J , �� ` '' � f� •��► ITS BQARD OF DIRECTO , IN ITS NAME AND WITH ITS CORPORATE: SEAL HERETO AFFIXED THIS 030 _ DAY OF A. D. , 1986. CLERK EPUTY CLERK- JACKSONVILLE L RKJACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION CERTIFICATE OF SURVEYOR THIS IS TO CERTIFY THAT THE UNDERSIGNED IS A CURRENTLY LICENSED AND' � REGISTERED LAND SURVEYOR IN AND BY THE STATE OF FLORIDA AND AS SUCH D61S'. H'E ` CERTIFY THAT THIS PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS AS SURVEYED UNDER HIS RESPONSIBLE DIRECTION AND SUPERVISION; THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472 . 07 FLORIDA STATUTES; AND THAT THE SURVEY DATA COMPLIES WITH PRESi .NT WITNESS WITNESS 0 ALL THE REQUIREMENTS OF CHAPTER 177 , FLORIDA STATUTES AND FURTHER CERTIFIES THAT PERMANENT REFERENCE MONUMENTS NAVE BEEN SET AND PERMANENT CONTROL POINTS WILL BE SET ACCORDING TO THE REQUIREMENTS OF SAID CHAPTER 177. WITNESS MY SIGNATURE AND OFFICIAL SEAL THIS � DAY OF A.D. 1986. STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED COUNTY OF DUVAL BEFORE ME, AN OFFICER DULY AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, W. M . MASON, JR . , PRESIDENT OF H. A. DURDEN & ASSOCIATES, INC . JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, A UNITED STATES CORPORATION, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO FXE:CUTED THE FOREGOING DEDICATION AND WHO ACKNOWLEDGED BEFORE. ME; THAT HE EXECUTED THE SAME: FREELY ANDe7VrAOLU VOLUNTARILY AS SUCH OFFICER FOR THE USES AND PURPOSES THEREIN EXPRESSED AND TI{AT UCE DURD N `. HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID CORPORATION . REGISTERED LAND SURVEYOR, NO. 1674 - ir`' �• STATE OF FLORIDA WITNESSQ MY SIGNATURE AND OFFICIAL S tl, AT JAC ONVILLE: , IN THF COUNTY OF DUVAI. . 1ND THE STATE OF FLORIDA , THIS DAY 0 A • D. , 19 84.. 7 N Y, P, BL C STATE OF FL DA AT LARGE MY C MMISSION EXPIRES: ��- F- PLAT BOOK 41 PAGE 55A S E L V A I AKS SHEET 2 OF 2 SHEETS A PART OF SECTIONS 16117 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY , FLORIDA 10' MNTER WN Fit aW BY DEED BOOK 1761, PG. 106 10' SMR Ekca' W BY 0.0. 528 PG. 289 POINT OF REFERENCE --- --- -- ------ ---------------------- ------- NORTHWEST CORNER Of LOT @. 8LK 1. - 1---------- ---- -------- t ------- o I SELYR MARINA UNIT 3 (P.R. 29. P6.27) --------------- ___-- _N 83.42'00"_E 420.00 36.00 35.00 35.00 1 35.00 35.00 1 35.00 35.00 1 35.00 35.00 35.00 35.00 1 35.a ELEVENTH ( I 1 nv ) STREET 6 0 R/W i D.B. )76), P6. J86 ) P 81 8 8I 8 81 � I ' - S 06.18'00" E 30.00 N 93042'00" E 450.54 224.46 cft at CDPIN W W W W W ( $ I 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 39.50 52.36 48.18 � " = = 1 = W W W I gl a• I I S 06 18'00" E 46.48 22 00 21 20 19 18 eo - I W \ g �I gl 17 g 16 �°� 15 gl s W1 W �l 'R9 �I �I -I s POINT OF 1 W - W �,� �, �,� �, �,� �, ul� 14 I 13 � 12 � 1� s ) W � W W� WI = 2 sl = BEGINNING N C 22 35.00 1s.00_� 35.00 35.00 C 23 24 1 N I 1 d 10 5 9 g 8 9 7 6 $I S g 4 8 3 8 m I - 8 Ln 40 co C 74 C 26 c�T S C 21 S 83042'00" W 140.00 - C 27 v I I ( L'I "';0 CIO �'1 `� Ln I C 20 C I i I I � 34.57 I--34.51 3457 16.15 �pC� C 30 P c 35-�1--- 2+-x-_82 5- 79.59'37" w 141.69 Ss $ P -- C 31 I C 32 C 33 C v �� C 6 35.00 I 35.00 35.00 35.00 8 C� q SEZ `/A C S 79059-37- W 214.77 _ 8 sl g S! g LAKES CIRCLE C 16_ O 8 8 8 8 26 3 g 27 �, c 17 ( o 60 30 0 60 110 180 I 3 1 W $ __ -N 89.20' Yo �; C 18 ci 3 3 _ ---__ 27 E 119.T9 Q ®� - -_-_ --- ------ • 23 I 24 25 = 1 °° --- - �. 3 - S 79.59'31"W 139.49 �+ G RAP H i L 5 LAL E i "=F`'� ' $ 8 8 � 28 M�'?4'3.f �' h �� C C 75 "--C I Tp,% C-, � .-I - 51 5 A, C 2 �'?8 14" E 88.4,3 N A. 3.5.00 15.00 35.00 22.92 `� � .• 0 -1?5 3 29 S 83.42'00" W 127.92 �� 37 10 � N 74 pl � -"'21'32'w �9? ,x � M � ;� c4 J0 IbN �Ife� S 8049'17" W 140.96 22.00 24.30 _ NOTES: TfOj� �/ ,' C 44 C ` 'o \��.,� ,�8 I 3500 1744 1. BEARINGS ARE BASED ON SELVA MARINA UNIT 3 1,> 9 31 g ��z 35 l<�ti + S 27 ZO»51" W 44.16 I j^ P. B. 27, PG. 27. �' jr$ S 88.19'35 1 38.E �+`N •� / 3? o '� ,� .h ,� s ; 13 DENOTES 5' X S' J.E.R. EASEMENT .�1 ��;� � 33 ` 34 ,�� h h 4��. ��j 4 �� 41 N IN W CURVE TABLE �� 1�`N ?? // g 1� '� g• 2 �� 0 40 0 39� " ►� �_; DENOTES 10' X 10' J.E.R. EASEMENT ��j`0 ,\I14 ti � _ � •11 11� � 6),-" , 43 �, Ig o� NAME ANGLE " RADIUS LENGTH BEARING CHORD �1 .�► >>, �, =5 �ti1''�► �ti,� ��'�, C i �cn �� 0 4 C 1 11 26 15 250.00 49.91 S 00.34'55" E 49.82 �9 S) sI' f •' •`� f 63 C 6? co, ' •�j ,� 3E,.21 ,c ��s�! - 4 ; IMPROVEMENTS EXISTING AND UNDER CONSTRUCTION C 2 14.18'21" 767.00 191 .53 S 12.17'26" W 191.03 • ; S �I C 3 57002'48" 180.00 179.22 S 09.04'45" E 171.91 25'11 ��''j4" 10 �6' 44 \��,c,� C -'/C 5g �' HAVE NOT BEEN LOCATED. C 4 48.05'41" 240.00 201 .46 S 13.33'19" E 195.60 5 S `' p C 5 17'21'23" 185.00 56.04 N 01.48'50" E 55.83 '� 6� �a. S88-13"'. � �► +',, �' M �� E 88 19 '' - to ■ DENOTES P.R.M. SET C 6 19.15100" 152.32 51 .18 N 74.04'30" E 50.94 �1 �1 �5 •� C 7 09045'42" 212.32 36.17 N 69.19'52" E 36.13 ♦�► � �� 41 • 1<, 16� n o 4 C 8 19.28'53" 240.00 81 .60 N 03�26�28F E 81.21 ,'�j'� , ' ♦�� •16,'� 5�•',;1I� .6. ---, 45 R�,. �� S_j t • DENOTES P.C.P. SET C 1 04.53'19" 240.00 20.48 N 03 51 19 W 20.47 • •� t,� 5� w Z r, E �%yc> S Y �c ( ) oE�.�o�'�s ,�ov4L � C 10 14.35'34" 240.00 61 .13 N 05.53'07" E 60.96 '� 41 �' K E 'Q C 11 06 15 SO737.00 80.57 N 18.18'45" E 80.53 S'° �� ! S S 19• �A- %�•2%. PREY C 12 57002'52" 210.00 209.09 N 09.04'47" W 200.56 �` �1 $ �` �, �S 7092 11 C C 13 40.39'46" 210.00 149.04 N 00.53'14" W 145.93 46 C 14 16.23'06" 210.00 60.05 N 29.24'40" W 59.85 o `� ,�� C 0 , , 25� C 15 48�05�40F 210.00 116.28 S 13.33;23" E 171.15 CURVE TA B L E �� •�� 4? N� h/ 1 51 C 16 07 35 11 330.00 43.69 N 76.12 O1" E 43.66 47 8( / _ C 17 33.50'23" 390.00 230.34 N 89019'38* E 227.01 NAME ANGLE RADIUS LENGTH BEARING CHORD / 1 C 18 32.36'26" 390.00 221.95 N 88.42'39" E 218.97 li C 46 26.46'31" 50.00 23.37 N 37.34'31" E 23.15 H� 48 �' �' S0 q, �`�� g C 19 01.13'57" 390.00 8.39 S 74.22'09" E 6.39 - 49 1 C 47 24.55'30" 50.00 21.75 N 11.43'30" E 21.58 _ °-° °p C 20 22.32'49" 425.00 167.24 S 85.01'36" E 166.17 C 48 35.53'31" 50.00 31.32 S 18.41'01" E 30.81 N 81•��" w 31.71 � ^,� �, �1 Zo � C 21 19.15'00" 182.32 61.26 N 74.04'30" E 60.97 : / 52 C 49 18.27'53" 25.00 8.06 S 27.23'50" E 8.02 M 44.94 =� �' / r^ C 22 09.29'18" 212.32 35.16 N 78.57'21" E 35.12 C 50 115.52'47" 25.00 50.56 N 39.46'30" E 42.37 N 24.0221 w ?8 � S1 = i � � C 23 04.24'42" 455.00 35.03 N 85.54'21" E 35.03 C 51 11.20'02" 420.00 83.08 S 87.57'08" E 82.95 H !? � 1 / C 24 04.26'18" 455.00 35.24 S 89'40'09" E 35.24 C 52 13'58'26" 420.00 102.43 N 79.23'39" E 102.18 1s•� �A7 35.00 1 � C 25 04.29'33" 455.00 35.68 S 85.12'14" E 35.67 " " 35,00 e' C 26 04.34'40" 455.00 36.35 S 80.40'07" E 36.34 C 53 07�35�11" 300.00 39.72 N 76�12�01" E 39.69 ` C 27 04.37'36" 455.00 36.74 S 76.03'59" E 36.73 C 54 114 50'42" 25.00 50.11 S 42 35'06" E 42.13 S? S x•47'12" w X19" C 55 04 36 21 707.00 56.83 N 17 08 29 E 56.82 C 28 00.05'33" 360.00 .58 S 73032'05" E .58 C 56 10.25'41" 240.00 43.68 N 14.13'49" E 43.62 �•� S� C 29 05.54'43" 360.00 37.15 S 76.48'05" E 37.13 C 57 18'15'22" 240.00 76.47 N 00.06'42" W 16.15 �Nio 24 0% 54.64 h C 30 05.44'07" 360.00 36.04 S 82.37'30" E 36.02C 58 " 25.00 29.14 N " " w 20 w .� U C 59 26 45 38 50.00 23.35 N 70 55 48 E 23.14 E 27.52 �j F S 19 C 31 05.32'51" 360.00 34.86 S 68.15'59" E 34.84 " " ,' Q 75.03 5�•�' �� `� C 32 05.29'54" 360.00 34.55 N 86.12'39" E 34.53 C 60 37.56'36" 50.00 33.11 S 76.43'04" E 32.51 � ' ?S� C 33 05.30'01" 360.00 34.56 N 80'42'42" E 34.55 " " N 79do 3 C 34 05.33'15" 360.00 34.90 N 75011'03" E 34.88 C 61 09 58 30 50.00 8.70 S 62 44 01 E 8.69 �J' N 0e C 35 05.33'15" 360.00 34.90 N 75.10'49" E 34.88 C 62 28038'52" 50.00 25.00 S 82*02'42* E 24.74 0A4' •o'2 „w C 63 28 15 25 50.00 24.66 N 69 30 09 E 24.41 S� C 36 02.01 '55" 360.00 12.77 N 78*58;39" E 12.77 C 64 26.48'13" 50.00 23.39 N 41.58'20" E 23.18 �� J' ,� C 37 86.17'37" 25.00 37.65 N 36 50 48 E 34.19 C 65 26.48'11" 50.00 23.39 N 15.10'08" E 23.18 101411C 38 15.23'14" 395.00 106.08 S 88.36'23" E 105.76 C 39 107.19'42" C 66 23.17'22" 50.00 20.32 S 09.52'38" E 20.18 1J a z 25.00 46.83 S 27.14'55" E 40.28 0 C 40 31.02'02" 50.00 27.08 N 10.53'55" E 26,75 C 67 23.17'23" 50.00 20.32 S 33.10'01" E 20.18 C 68 23.20'18" 50.00 20.37 S 56.28'51" E 20.23 C 41 29.47'38" 50.00 26.00 S 19.30'55" E 25.71 C gg 28.38'52" 50.00 25.00 S 82.28'26" E 24.14 C 42 22.55'06" 50.00 20.00 S 45.52'17" E 19.87 C 70 14.25'15" 50.00 12.58 N 75.59'30" E 12.55 C 43 27.11'03" 50.00 23.12 S 70.55'21" E 23.50 C 71 73.26'35" 50.00 64.09 S 74.29'47" E 59.79 C 44 22.15'42" 50.00 19.43 N 84021'16" E 19.31 C 72 30.54'41" 185.00 99.81 S 22.19'11" E 98.60 C 45 22.15'38" 50.00 19.43 N 62.05'36" E 19.30 C 73 33.50'23" 360.00 212.62 N 89.19'40" E 209.54 C 74 22.32'49" 455.00 179.05 S 85.01'36" E 177.90 C 75 25.18'28" 420.00 185.52 N 85.03'40" E 184.01 PREPARED BY: H. R. DUROEN E ASSOCIATES, INC. - LAND SURVEYORS 830 BEACH BOULEVARD - JACKSONVILLE BEACH, FLORIDA 32250 S E L V A L A K E S U N I T T N 0 Pl AT BOOK PAGE SHEET OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY, FLORIDA CAPTION A PART OF SECTION 17 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL ADOPTION AND DEDICATION THIS IS TO CERTIFY THAT R.G.M. PROPERTIES, INC. A CORPORATION UNDER THE LAWS PARCEL A COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS : OF THE STATE OF FLORIDA IS THE LAWFUL OWNER OF THE ABOVE CAPTIONED LANDS , FOR A POINT OF BEGINNING COMMENCE AT THE NORTHWEST CORNER OF HENCEFORTH TO BE KNOWN AS SELVA LAKES UNIT TWO AND THAT IT HAS CAUSED THE SAME TO BE SURVEYED AND LOT 22 , SELVA LAKES AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE SUBDIVIDED AND THIS PLAT MADE IN ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT PUBLIC RECORDS OF SAID COUNTY; THENCE ALONG THE WESTERLY LINES OF SAID OF SAID LANDS. ALL ROADS AND EASEMENTS FOR DRAINAGE, UTILITIES, SEWERS SHOWN UPON THIS PLAT ARE HEREBY SELVA LAKES THE FOLLOWING FIVE COURSES: S.06018 ' 00"E. A DISTANCE OF 97 . 91 =RREVOCABLY AND WITHOUT RESERVATION DEDICATED TO THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA AND ITS FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 212 . 32 SUCCESSORS. ALL J.E.A. EASEMENTS ARE DEDICATED TO THE JACKSONVILLE ELECTRIC AUTHORITY AND ITS SUCCESSORS FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF FOR USE IN ITS UNDERGROUND DISTRIBUTION SYSTEM, S. 69919 ' 52"W. AND A CHORD DISTANCE OF 36 . 13 FEET; THENCE S. 25933 ' 00"E. A DISTANCE OF 60 . 00 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 152. 32 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A IN WITNESS WHEREOF R.G.M. PROPERTIES, INC . j HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT, BY CHORD BEARING OF N. 74904 ' 30"E. AND A CHORD DISTANCE OF 50 . 94 FEET; THENCE AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS, IN ITS NAME AND WITH ITS CORPORATF SEAL AF: I�ED THIS _ S. 06918 ' 00"E. A DISTANCE OF 100 . 00 FEET TO THE SOUTHWEST CORNER OF LOT 23 DAY OF _ A.D. , 1986 . OF SAID SELVA LAKES; THENCE S. 64913 ' 12"W. A DISTANCE OF 53 . 18 FEET; THENCE S. 05927 ' 06"E. A DISTANCE OF 108 . 90 FEET; THENCE N. 69934 ' 00"E. A DISTANCE OF 83 .50 FEET; THENCE S.80927 ' 00"E. A DISTANCE OF 51 .20 FEET; THENCE R.G.M. PROPERTIES, INC. S. 09911 ' 00"E. A DISTANCE OF 37 . 20 FEET; THENCE N. 75952 ' 00"E. A DISTANCE OF 46 . 40 FEET; THENCE S. 31916 ' 00"E. A DISTANCE OF 66 . 10 FEET; THENCE S. 39956 ' 00"W. A DISTANCE OF 58. 90 FEET; THENCE S. 57940 ' 00"E. A DISTANCE OF 70 . 22 FEET; THENCE: S.25909 ' 06"W. A DISTANCE OF 121 . 14 FEET; THENCE S. 81 9 38 ' 01 "W. A DISTANCE OF 99. 15 FEET; THENCE N. 879 1 1 ' 1 3"W. A DISTANCE OF 79 . 93 FEET; THENCE S.71956 ' 06"W. A DISTANCE OF 75 . 98 FEET TO A POINT ON A WITNESS PRESIDENT WITNESS CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 110 . 00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S. 45907 ' 49"E. AND A CHORD DISTANCE OF 119. 68 FEET; THENCE S. 06918 ' 00"E. A DISTANCE OF 62. 00 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER DUI�Y 170 . 00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD COUNTY OF DUVAL AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, KASEM A. N. REYHANI , BEARING OF N. 78930 ' 54"W. AND A CHORD DISTANCE OF 36 . 23 FEET TO A POINT OF PRESIDENT OF R.G.M. PROPERTIES, INC . , A CORPORATION UNDER THE LAWS OF THE STATE Oy REVERSE CURVE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE FLORIDA, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING DEDIC_'ATION AND Wi.v SOUTHEASTERLY HAVING A RADIUS OF 25. 00 FEET, A CHORD BEARING OF ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER FOR THE USES AND S. 77944 ' 38"W. AND A CHORD DISTANCE OF 24 . 89 FEET TO A POINT OF REVERSE PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID CORPORATION. CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 50. 00 FEET, A CHORD BEARING OF S. 74930 ' 41 "W. AND A CHORD WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE BEACH, IN THE COUNTY OF DUVAL AND STATE OF FLORIDA, DISTANCE OF 44 .82 FEET; THENCE S.06918 ' 00"E. A DISTANCE OF 105 . 80 FEET TO THIS DAY OF A.,D. , 1986. THE NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, AS NOW ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED IN PLAT BOOK 10 , PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS; THENCE S. 83942 ' 00"W. , ALONG _ SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A DISTANCE OF 135 . 00 FEET; NOTARY PUBLIC STATE OF FLORIDA AT LARGE THENCE N.06945' 00"W. , PARALLEL WITH AND 40. 00 FEET EASTERLY OF WHEN MY COMMISSION EXPIRES: _ MEASURED AT RIGHT ANGLES TO THE EASTERLY LINE OF BLOCK 6 , ROYAL PALMS UNIT ONE, AS RECORDED IN PLAT BOOK 30 , PAGES 60 AND 60A OF THE AFOREMENTIONED PUBLIC RECORDS AND ITS NORTHERLY EXTENSION, A DISTANCE OF 920 .03 FEET; DEDICATION FOR MORTGAGEE THIS IS TO CERTIFY THAT JACKSONVILLE FEDERAL SAVINGS AND LOAN THENCE N.83942 ' 00"E. A DISTANCE OF 284 . 75 FEET TO THE POINT OF BEGINNING. ASSOCIATION, A UNITED STATES CORPORATION, BEING THE MORTGAGEE OF THE LANDS CONTAINING 6 . 39 ACRES MORE OR LESS. DESCRIBED IN THE FOREGOING CAPTION OF THIS PLAT DO HEREBY JOIN IN AND MAKE OURSELVES A PARTY OF THE r ADOPTION AND DEDICATION OF SAID LANDS AND PLAT FOR THE USES AND PURPOSES THEREIN EXPRESSED. IN WITNESS WHEREOF, JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT BY AND WITH THE AUTHORITY OF ITS BOAPD OF DIRECTORS, IN ITS NAME AND WITH ITS SEAL HERETO AFFIXED THIS DAY OF , A.D. , 1986 - CAPTION A PART OF SECTION 16 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL PARCEL B COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS : FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF LOT JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION 52, SELVA LAKES AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE PUBLIC RECORDS OF SAID COUNTY ; THENCE SOUTHERLY ALONG THE WESTERLY RIGHT OF WAY LINE OF PARK SIDE DRIVE OF SAID SELVA LAKES , SAID RIGHT OF WAY LINE BEING A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 185 . 00 FEET, A CHORD BEARING OF i S. 01948 ' 50"W. AND A CHORD DISTANCE OF 55. 83 FEET TO THE POINT OF BEGINNING; S THENCE S. 79930 ' 28"E. A DISTANCE OF 55. 00 FEET TO A POINT ON A CURVE CONCAVE WITNESS PRESIDENT WITNESS EASTERLY HAVING A RADIUS OF 140 . 00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S. 06926 ' 44"E. AND A CHORD DISTANCE OF 81 . 57 FEET TO A POINT OF REVERSE CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 250 . 00 FEET A CHORD BEARING OF STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER S .08939 ' 20"E. AND A CHORD DISTANCE OF 127 . 11 FEET TO A POINT OF REVERSE COUNTY OF DUVAL DULY AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE EASTERLY HAVING A W. M. MASON, JR. , PRESIDENT OF JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, A RADIUS OF 180 . 00 FEET A CHORD BEARING OF S.00906 ' 50"E. AND A CHORD DISTANCE UNITED STATES CORPORATION, TO ME WELL. KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING OF 38. 79 FEET TO THE NORTHELRY RIGHT OF WAY LINE OF THE PLAZA, AS NOW DEDICATION AND WHO ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED FOR THE USES AND PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID IN PLAT BOOK 10, PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS; THENCE CORPORATION. S. 83942 ' 00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A DISTANCE OF 79 . 48 FEET TO A POINT ON A CURVE CONCAVE EASTERLY HAVING A WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE, IN THE COUNTY OF DUVAL AND THE STATE OF FLORIDA, RADIUS OF 130 .00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A THIS DAY OF A.D. , 1986 . CHORD BEARING OF N. 09914 ' 12"E. AND A CHORD DISTANCE OF 69 . 64 FEET TO TliE i POINT OF TANGENCY OF SAID CURVE; THENCE N. 24946 ' 23"E. A DISTANCE OF 22 . 91 FEET; THENCE N. 13916 ' 15"W. A DISTANCE OF 97 . 03 FEET TO THE POINT OF' CURVE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 195 . 00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF N. 01923 ' 21 "W. AND NOTARY PUBLIC STATE OF FLORIDA AT LARGE A CHORD DISTANCE OF 80 . 30 FEET TO THE POINT OF BEGINNING. CONTAINING 0 . 37 MY COMMISSION EXPIRES: _ ACRES MORE OR LESS. r 1 w - - _ 4 ...+ra-e..d?.:�;,A;h.w.=a.4'..s r•+..Y3"nE.su'x .... .w•.z nH,.w., «e >..,�•�g,. '4.'w'ff'.....,.Wr#i.'beT+.,,.,-� S E L V A L A K E S U N I T T N 0 PLAT BOOK PAGE SHEET OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY, FLORIDA BLOCK 6, ROYAL PALMS UNIT ONE NOTES: P.B 30, PGS. 60 & 60A iI I j BEARINGS ARE BASED ON SELVH MARINA UNIT 3 P.B. 27, PG. 27. 2 3 4 I 5 6 7g 1 9 10 DENOTES P.R.M. SET i I i i I DENOTES P., P. SET g o lI I &-'ENCES kHbIAL LINE N 06045'00" 'N 920.03 I � 45.03 35.00 35.00 ' 35.00 35.00 35.00 35.00 35.00 35.00 I 35.00 1 35.00 1 35.00 35.00 35.00 1 35.00 35.00 35.00 1 35.00 35.00 35.00 35.00 35.00 35.00 35.001 35.00 ' 35.00 I j EASEMENT TYPE "A" & 'V'" ARE F 0 R INGRESS & EGRESS, I = DRAINAGE AND ►ITIi ITIES. L' Z ZIL� Z Z� Z Z Z! ZI Z( Z Z Z Z( I LI I I I L CIO Z I rn 00 OD, ODI OD 00 00( OD CA OD coi o OD Cs+ C,� C.+ C..+i c+ C.� (Ii a 1 G+ C.+ J I I 1 pp fI °° I ;z Z { z' Z� (�� or C+i cl 01 0 of of o -oI o of o 0 0 Cl co of co I I I 70 Cil o i _( Cr j Cr, Cr CJi I Cr Cr CJ CJ'I cr I Cr+ Cr Cr I I („, o: L i I L Z 180 �' '7 g 76 g� 75 74 C) 73 2 0, o o f o - _ U --! o �s 1 I z N �? A -179 g 78 _ I $17 S i 71 $ 70 o r 69 o f 68 0 l 67 S 66 �( 65 �� 00 U{ 61 " co '� 59 `` 58 ( 57 co 64 63 _, a 60 1 82 N; 81 N r, =1 r,,r l�! rT, r�, r*,( r*,! rT,! rT, m l m ( 0 62 rn; i rTl l O i r�,l _ cr l v <i I ry i ( m _...{ I _.i �� _.� _. O r� T I r rrl, �1� Oi O{ U [L o: o a� of o of o+ 0 0 0 �� r o o� c�i o m I rl m Cr Cr; U cr on; Cr; tr Cr U c.r Cr I i I ? coo ,T, rT, r r I m ( S vi ry ry u c--) v v o p O UI 1 I m �i OI O O OI O! O! O C> S J N -0 z ODi �I c0 • , t , I I , I ICpI C„ �i A I C 1Z C r I CT - 21.22 i 35.00 35.00 , 35.00 r 35.00 35.00 r 35.00 1 35.00 35.00 -1 35-00 --L..-C24 I c G21 -- -. 1 - ----- 1- - - G32 06.18,00'1 W -< I os hE N r •a- �'___+ Z,3- - 16 " N 06°18 r r, W - i 1 v F ° EAS HENT 1" - 45.03 35.00 25.18 S E��A L A K E S S Ob 45 00 E 341.39 -------- -�j R C��_-_-- - .-- ---__ C 21 E e - , - ---_ S 06°18'00" E 105.80 �,�° c,�� _ "r ,32.3 1 208.88 - 9 ; 33.86 8 4 I C 35.00 i 35.00 sem. 0601 E 117.88 m I jr>� % N 06045'00" W N 06045'00" W 148.88 5(o bo co °o' '� 61 72 11 /e�S 75.00 35.00 35.00 G 42 - -� ��,� Co �,I !60 V g �' ^O -- - - - - - - -- - - - _ Z / � o 83 70p� i `o� 98 o c„ +� co dp �� ,�e dS 5 r06°18'00" E 117.65 r y �, tr I� z co S 06045'00" E 105.00 " " J c. - - --- - ------ -- - - i u cr I �� - o I o in IT1 N 0604Y00" W 105.00 S `� 10 2 \ \��' - I 1 o a= � 'J i m 97 � - 99 I �' s o6°18 00" E 122.78 L -X, = 84 �i ole 100 101 a. (" I _ to of � 30.77 31.22 y '-' S Ob°45'00" E 105.00u:o I o I 1 `N �,� 54 I zJ - "' N 06°45'00" W 98.00 ui Z I� N o Io 1 ° � o\ (- .� m -- -- - N I ao h• Q(p .� - - - - - -- - - - o m r- S 06018'00" E � - - t-� rn i h �,, 0 96 co I ! ?� 103 3�0� S 06°18'00' E 106.87 I , A 62.00 cl 85 rn c-) 9.78 `� 35.01 35.01 33.11 g3 i n � S 06°45'00" E 104.85 • r n „ � ' 53 -- _ _ _ S 05 27 06 E 108.90 ,ao w °D N 06°58'18" W 100.47 �' -� 6 w N- c-> NO C ' 95 w ,- w `' S 06018'001' E 97.91 104 N 86 � I �� p I ra S tt°33 52_E 95.68 Z '' I 22 2 Z -- -- ---- --- -- I C) • X901°56'48" w 90.49 c 94 - I S06018'00" E 100.00 r� cr Ln N tJ clj ;o 87 �� o9°p�,4�„W '60> p $ c; I 23 I o I 21 00 0 0 �� `� d , � mac,5N , �'6 93 ^� $o �o u, 24 I N 52 9 �9,, N `~ I 20 j T c0 88 y, ry c, I--------1 --------� I p co r'p � "' co CS) 92 I SELVA LAKES I P.B.41, PG.55 Er 55R ,� s V_A 89 '� 90 91 Z S 6519 >SS 1 „ t, �, F U RUE TAB�E CURVE TABLE �5��°, NAME ANGLE RADIUS LENGTH BEARING CHORD NAME ANGLE RADIUS LENGTH BEARING CHORD G 1 9°45'42 212.32 36.17 S 69°19'5 2" W 36.13 C 38 71 012'00" 152.32 189.29 N 28051'00" E 177.34 hl G 2 19°15'00" 152.32 51 .18 N 74004'30" E 50.94 C 39 22009'36" 152.32 58.91 N 72°37'12" E 58.55 v► C 3 65054'49" 110.00 126.55 S 45001'49" E 119.68 G 40 18013'43" 152.32 48.46 N 52°25'33" E 48.26 �0; o G 4 12014'04" 170.00 36.30 N 78°30'54" W 36.23 G 41 37°38'19" 152.32 100.06 N 24°29'32" E 98.27 G 5 59°43'01" 25.00 26.06 S 71°44'38" W 24.89 G 42 12°25'23" 152.32 33.03 N 00°32'19" W 32.96 C 6 53°15'08" 50.00 46.47 S 74°30'41" W 44.82 G 43 90°00'00" 30.00 47.12 N 51°45'00" W 42.43 0' $ G 7 71°12'00" 182.32 226.57 N 28°51 '00" E 112.27 G 44 3b°52'12" 50.00 32.18 N 64048'54" E 31 .62 r*► G 8 28030'41" 182.32 90.73 N 50°11 '37" E 89.80 G 45 18°03'33" 50.00 15.76 N 74°13'13" E 15.69 G 9 42°41 '13" 182.32 135.83 N 14°35'37" E 132.71 G 46 18048'38" 50.00 16.42 N 55047'07" E 16.34 G 10 75020'03" 140.00 184.08 N 44025'02" W 171 .10 G 47 32°03'19" 50.00 27.97 N 62024'28" E 27.61 N G 11 32°04'51" 140.00 78.39 N 66°02'38" W 77.37 C 48 20037'35" 50.00 18.00 N 88044'56" E 17.90 G 12 43°15'13" 140.00 105.69 N 28022'36" W 103.20 G 49 21012'4b" 50.00 18.51 S 70019'54" E 18.41 G 13 71°20'14" 110.00 136.96 N 42025'07" W 128.28 G SO 24°03'51" 50.00 21 .00 N 47°41 '36" W 20.85 C 14 23052'37" 50.00 20.84 N 66°55'27" W 20.69 G 51 24°21 '45" 50.00 21 .26 N 23028'47" W 21 .10 -A, G 15 45°36'19" 50.00 39.80 N 32°10'58" W 38.76 G 52 24°38'14" 50.00 21 .50 N 01°01 '12" E 21 .33 ti`1•' Qi G 16 22°48'20" 50.00 19.90 N 20646'59" W 19.77 G 53 25°09'35" 50.00 21 .96 N 25055'07" E 21 .78 tv G 17 41°29'15" 50.00 36.20 N 11°21 '49" E 35.42 G 54 22020'43" 50.00 19.50 N 49°40'16" E 19.38 G 18 59°43'01" 25.00 26.06 N 02°14'56" E 24.89 G S5 22028'49" 50.00 19.62 N 72005'02" E 19.49 cod' �` G 19 20°51 '34" 170.00 61 .89 N 17010'41" W 61 .55 G 56 36047'45" 50.00 32.11 N 78°16'41" W 31 .56 ttj01 G 20 04°11 '00" 170.00 12.41 N 25°31 '04" W 12.41 G 57 36°52'12" 50.00 32.1*8 N 78018'54" W 31 .62 ° 01J�j � LOT 52 G 21 12°01'32" 170.00 35.68 N 17°24'48" W 3S.bl G S8 13°18'40" 50.00 11.62 N 6b°32'09" W 11 .59 - 63 �E0 t G 22 04639'02" 170.00 13.80 N 09°04'31" W 13.79 G S9 23033'32" 50.00 20.56 N 84°58'14" W 20.41 " W 97.03 o�cF / 1.A1��5 S S5A G 23 24033'46" 212.32 91 .02 N 05031 '53" E 90.33 G 60 90000,001, 30.00 47.12 N 38015'00" E 42.43 co C) N 13°16 15 C ?4 P°�FERE�� A G 24 08004'29" 212.32 29.92 N 02842'46" W 29.90 G 61 05025'2b" 110.00 10.41 N 09027'42" W 10.41 " o � 67 __�._RE-� SE PG. ca ! C 71 S C 25 09042'07" 212.32 35.95 N 06°10'32" E 35.91 G 62 31°04'22" 130.00 70.50 N 09014'12" E 69.64 16.28 c 68 � io �' 41� G 26 06°47'11" 212.32 25.15 N 14°25'11" E 25.13 C 63 23045'47" 195.00 80.88 N 01023'21" W 80.30 to C L 63_ P .� G 27 61043'10" 25.00 26.93 N 13002'48" W 25.65 G 64 33052'32" 140.00 82.77 S 06026'44" E 81 .57 ,2 C 73 S S 79°30'28" E 55.00 R�� C 28 27°14'46" 25.00 11 .89 N 04011 '24" E 11.78 G 65 29027'20" 250.00 128.52 S 08039'20" E 127.11 G 29 34.28'24" 25.00 15.04 N 26040'11" W 14.82 G 66 12°22'20" 180.00 38.87 S 00006'50" E 38.79 G 30 26°38'10" 50.00 23.24 N 30035'18" W 23.04 G 67 23053'50" 100.00 41 .71 N 05038'55" E 41 .41 6+ PARK S I�E- C 31 41°40'46" 50.00 36.37 N 03034'10" E 35.58 G 68 39056'47" 150.00 104.58 N 02022'33" W 102.47 C 66 - - G 32 28000'59" 50.00 24.45 N 03015'44" W 24.21 C 69 2A056'16" 150.00 91.47 N 00°07'43" E 90.06 65 C 33 38°25'55" 50.00 33.54 N 43037'30" E 32.91 G 70 05000'31" 150.00 13.11 N 19050'41" W 13.11 C 34 40058'32" 50.00 35.76 N 83019'43" E 35.00 G 71 32050'24" 200.00 114.63 N 05055'45" W 113.07 C 35 11057'50" 50.00 10.44 S 70012'05" E 10.42 G 74 17 21 23 185.00 56.04 S Ol 48'50" W 55.83 D N P L A T TED P H R T 0 P SECTION 16 G 36 61043'10" 25.00 26.93 N 84055'15" E 25.65 G 72 10°58'59" 210.00 40.25 N 00°48'31" W 40.19 G 37 10023'21" 212.32 38.50 N 59015'20" E 38.45 C 73 27001'56" 220.00 103.80 N 08°49'59" W 102.84 G 38 71°12'00" 152.32 189.29 N 28°51 '00" E 177.34 G 39 22009'36" 152.32 58.91 N 72037'12" E 58.55 G'i_:-• 'Illi 4 S E L V A L A K E S U N I T T N 0 PLAT BOOK PAGE SHEET OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY FLORIDA 0 CITY COUNCIL APPROVAL V EXAMINED AND APPROVED BY THE CITY COUNCIL OF ATLANTIC BEACH N THIS---------DAY OF ---------------------A.D. 1986. N 83.42'00" E 284.75 E�i�NiN� 40, I I W I ELEVENTH t IIT" STREET 60' R/W 57 I I J - J J J D.B. 1761 PG. 1 8 --------------------------- ------------------------ ----------7- MAYOR CLERK 58 1653 21 20 19 18 17 16 15 14 I I , J 56 1 55 54 22 113 12 J 1 J 59 I J �_ 1 ip ( 6 J 5 4 J 3 2 1 ; - ----i— J J g 8 I 7 J J 60 -- — ' S 25.33'00" E 60.00 SEL V,� J 1 J I 61 t AKES CI RCC _-+__----_ � W I E � CERTIFICATE OF CLERK \'J04 1 27 62 XX04 24 25 ( 26 ----- 63 103J I 28 \i N I HEREBY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT AND THAT 38 V 5 IT COMPLIES IN FORM WITH THE REQUIREMENT OF CHAPTER 177, FLORIDA 102 \ G�• STATUTES, AND THAT IT IS FILED FOR RECORD IN PLAT BOOK------,PAGES------- 64 ' 29 , e IN THE PUBLIC RECORDS OF DUVAL CO�J�lTY, rLORIDA THIS------ uAY OF 37 A ------------------ A.D. , 1986. j�_ - '12"W 53.18 4• 65 I 101 W 30 36 w 66 100 d�'�' 50 0 31 \\ I CD `---- - - - 8 N�• 5�•11'� X32 ` 35 CLERK DEPUTY CLERK 99 N 51.10/ 42 X41 Z ——- - S •52,oo" 46.40 33 1 34 43 94 / N 75 o /93 44 98 X97 a- cmw __69 —— 96 19 / 92 S 31•ts'o0'E '�•t0 m 8 ; i 45cc o Z CD a I /91 39.y6,Orr w 58'90 ,. S O z = 46 �o = N co CERTIFICATE OF SURVEYOR m — 71—— - — 90 Z " m 72 \ S 57.40,00" / ' / N CL J \ f 7p, 47 9 51 / ' 50 THIS IS TO CERTIFY THAT THE UNDERSIGNED IS A CURRENTLY LICENSED AND I� m —�3 I \ 89 '� 48 52 > m REGISTERED LAND SURVEYOR IN AND BY THE STATE OF FLORIDA AND AS SUCH cl- DOES HEREBY CERTIFY THAT THIS PLAT IS A TRUE AND CORRECT REPRESENTATION '83 I$4 85 ( .�'.� cA cn OF THE LANDS AS SURVEYED UNDER HIS RESPONSIBLE DIRECTION AND SUPERVISION; 74 ( 86 87 \ ` '~ �r�t oF,.,cE n ,'L�*�' THAT THE SURVEY DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177, —75 —— ` \ REFE'¢E Sts FLORIDA STATUTES AND FURTHER CERTIFIES THAT PERMANENT REFERENCE MONUMENTS \ S81.38'O1"W �� HAVE BEEN SET AND PERMANENT CONTROL POINTS WILL BE SET ACCORDING TO THE 76 +99.15 01 1 v REQUIREMENTS OF SrID CHAPTER 177. WITNESS MY SIGNATURE AND OFFICIAL SEAL THIS-----DRY OF---------------A.D. , 1986. 78 W8 Pkv \ w H. A. DURDEN & ASSOCIATES, INC. 00 SPS \ s?t•�� op I c5 c USP V� �T, `_ ---------------- 80 I c� 4 �• ------------------- W H. BRUCE DURDEN 81 g REGISTERED LAND SURVEYOR, NO. 16 f4 —81 _— I — ;o STATE Or FLORIDA T • I � h 40' 82 N 83.42'00"E 902.00 S 83042'00"W M00 S 83.42'00"W THE PLRZR 79'48 BY SECTION NO. 2, SALTAIR P.B. 10 PG 15 { ' PLRT BOOK PAGE SHEE7 OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY, FLORIDA CAPTION A PART OF SECTION 17 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL ADOPTION AND DEDICATION THIS IS TO CERTIFY THAT R.G.K. PROPERTIES, INC. A CORPORATION UNDER THE LAWS PARCEL A COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: OF THE STATE OF FLORIDA IS THE LAWFUL OWNER OF THE ABOVE CAPTIONED LANDS , FOR A POINT OF BEGINNING COMMENCE AT THE NORTHWEST CORNER OF HENCEFORTH TO BE KNOWN AS SELVA LAKES UNIT TWO AND THAT IT HAS CAUSED THE SAME TO BE SURVEYED AND LOT 22 , SELVA LAKES AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE SUBDIVIDED AND THIS PLAT MADE IN ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT PUBLIC RECORDS OF SAID COUNTY; THENCE ALONG THE WESTERLY LINES OF SAID OF SAID LANDS. ALL ROADS AND EASEMENTS FOR DRAINAGE, UTILITIES, SEWERS SHOWN UPON THIS PLAT ARE HEREBY SELVA LAKES THE FOLLOWING FIVE COURSES : S.06918 ' 00"E. A DISTANCE OF 97 . 91 =RREVOCABLY AND WITHOUT RESERVATION DEDICATED TO THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA AND ITS FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 212 . 32 SUCCESSORS. ALL J.E.A. EASEMENTS ARE DEDICATED TO THE JACKSONVILLE ELECTRIC AUTHORITY AND ITS SUCCESSORS FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF FOR USE IN ITS UNDERGROUND DISTRIBUTION SYSTEM. S. 69919 ' 52"W. AND A CHORD DISTANCE OF 36 . 13 FEET; THENCE S. 25933 ' 00"E. A DISTANCE OF 60 . 00 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 152. 32 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A IN WITNESS WHEREOF R.G.M. PROPERTIES, INC . y HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT, 8Y CHORD BEARING OF N. 74904 ' 30"E. AND A CHORD DISTANCE OF 50 . 94 FEET; THENCE AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS, IN ITS NAME AND WITH ITS CORPORATF SEAL kFIL IXED THIS _ S. 06918 ' 00"E. A DISTANCE OF 100 . 00 FEET TO THE SOUTHWEST CORNER OF LOT 23 DAY OF _ A.D. , 1986 . OF SAID SELVA LAKES ; THENCE S.64913 ' 12"W. A DISTANCE OF 53 . 18 FEET ; THENCE S. 05927 ' 06"E. A DISTANCE OF 108. 90 FEET; THENCE N. 69934 ' 00"E. A DISTANCE OF 83 . 50 FEET; THENCE 5. 80927 ' 00"E. A DISTANCE OF 51 . 20 FEET; THENCE R.G.M. PROPERTIES, INC 5. 09911 ' 00"E. A DISTANCE OF 37 . 20 FEET; THENCE N. 75952 ' 00"E. A DISTANCE OF 46 . 40 FEET; THENCE S. 31916 ' 00"E. A DISTANCE OF 66 . 10 FEET; THENCE S . 39056 ' 00"W. A DISTANCE OF 58. 90 FEET; THENCE S. 57940 ' 00"E. A DISTANCE OF 70 .22 FEET; THENCE S. 25909 ' 06"W. A DISTANCE OF 121 . 14 FEET; THENCE S. 81 9 38 ' 01 "W. A DISTANCE OF 99. 15 FEET; THENCE N.879 1 1 ' 1 3"W. A DISTANCE OF 79 . 93 FEET; THENCE S. 71956 ' 06"W. A DISTANCE OF 75 . 98 FEET TO A POINT ON A WITNESS PRESIDENT WITNESS CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 110. 00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S. 45907 ' 49"E. AND A CHORD DISTANCE OF 119. 68 FEET; THENCE S. 06918 ' 00"E. A DISTANCE OF 62 .00 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER DUllY 170 . 00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD COUNTY OF DUVAL AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, KASEM A. N. REYHANI , BEARING OF N.78930 ' 54"W. AND A CHORD DISTANCE OF 36 . 23 FEET TO A POINT OF PRESIDENT OF R.G.M. PROPERTIES, INC. , A CORPORATION UNDER THE LAWS OF THE STATE O� REVERSE CURVE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE FLORIDA, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING DEDICATION AND 4v;,v SOUTHEASTERLY HAVING A RADIUS OF 25 . 00 FEET, A CHORD BEARING OF ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER FOR THE USES AND S. 77944 ' 38"W. AND A 7HORD DISTANCE OF 24 . 89 FEET TO A POINT OF REVERSE PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID CORPORATION. CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF c,0. 00 FEET, A CHORD BEARING OF S. 74930 ' 41 "W. AND A CHORD WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE BEACH, IN THE COUNTY OF DUVAL AND STATE; OF FLORIDA, DISTANCE OF 44 .82 FEET; THENCE S. 06918 ' 00"E. A DISTANCE OF 105 . 80 FEET TO THIS DAY OF A. D. , 1986. THE NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, AS NOW ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS; THENCE S. 83942 ' 00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A DISTANCE OF 135. 00 FEET; -.µ= NOTARY PUBLIC STATE OF FLORIDA AT LARGE THENCE N. 06945 ' 00"W. , PARALLEL WITH AND 40.00 FEET EASTERLY OF WHEN MY COMMISSION EXPIRES: MEASURED AT RIGHT ANGLES TO THE EASTERLY LINE OF BLOCK 6 , ROYAL PALMS UNIT ONE, AS RECORDED IN PLAT BOOK 30 , PAGES 60 AND 60A OF THE AFOREMENTIONED PUBLIC RECORDS AND ITS NORTHERLY EXTENSION, A DISTANCE OF 920 . 03 FEET; DEDICATION FOR MORTGAGEE THIS IS TO CERTIFY THAT JACKSONVILLE FEDERAL SAVINGS AND LOAN THENCE N. 83942 ' 00"E. A DISTANCE OF 284 . 75 FEET TO THE POINT OF BEGINNING. ASSOCIATION, A UNITED STATES CORPORATION, BEING THE MORTGAGEE OF THE LANDS CONTAINING 6. 39 ACRES MORE OR LESS. DESCRIBED IN THE FOREGOING CAPTION OF THIS PLAT DO HEREBY JOIN IN AND MAKE OURSELVES A PARTY OF THE r ADOPTION AND DEDICATION OF SAID LANDS AND PLAT FOR THE USES AND PURPOSES THEREIN EXPRESSED. IN W1 TNESS WHEREOF, JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT BY AND WITH THE AUTHORITY OF ITS BOAPD OF DIRECTORS, IN ITS NAME AND j++1.ITH ITS SEAL HERETO AFFIXED THIS DAY OF , A.D. , 1986 , CAPTION A PART OF SECTION 16 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL PARCEL B COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF LOT JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION 52, SELVA LAKES AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE PUBLIC RECORDS OF SAID COUNTY ; THENCE SOUTHERLY ALONG THE WESTERLY RIGHT OF WAY LINE OF PARK SIDE DRIVE OF SAID SELVA LAKES , SAID RIGHT OF WAY LINE BEING A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 185 .00 FEET, A CHORD BEARING OF S. 01948 ' 50"W. AND A CHORD DISTANCE OF 55 . 83 FEET TO THE POINT OF BEGINNING; THENCE S. 79930 ' 28"E. A DISTANCE OF 55 . 00 FEET TO A POINT ON A CURVE CONCAVE WITNESS PRESIDENT WITNESS EASTERLY HAVING A RADIUS OF 140 . 00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S. 06926144"E. AND A CHORD DISTANCE OF 81 . 57 FEET TO A POINT OF REVERSE CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 250 . 00 FEET A CHORD BEARING OF STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER S.08939 ' 20"E. AND A CHORD DISTANCE OF 127 . 11 FEET TO A POINT OF REVERSE COUNTY OF DUVAL DULY AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE EASTERLY HAVING A W. M. MASON, JR� , PRESIDENT OF JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, A RADIUS OF 180. 00 FEET A CHORD BEARING OF S. 0090615011E. AND A CHORD DISTANCE UNITED STATES CORPORATION, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING OF 38. 79 FEET TO THE NORTHELRY RIGHT OF WAY LINE OF THE PLAZA, AS NOW DEDICATION AND WHO ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED FOR THE USES AND PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID IN PLAT' BOOK 10 , PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS ; THENCE CORPORATION. S. 83942 ' 00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A DISTANCE OF 79 . 48 FEET TO A POINT ON A CURVE CONCAVE EASTERLY HAVING A WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE, IN THE COUNTY OF DUVAL, AND THE STATE OF FLORIDA, RADIUS OF 130 . 00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A THIS DAY OF A.D. , 1986. CHORD BEARING OF N. 09914 ' 12"E. AND A CHORD DISTANCE OF 69 . 64 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N. 24946 ' 23"E. A DISTANCE OF -22 . 91 FEET; THENCE N. 13916 ' 15"W. A DISTANCE OF 97 . 03 FEET TO THE POINT OF, CURVE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 195 . 00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF N. 01923 ' 21 "W. AND NOTARY PUBLIC STATE OF FLORIDA AT LARGE A CHORD DISTANCE OF 80 . 30 FEET TO THE POINT OF BEGINNING. CONTAINING 0 . 37 MY COMMISSION EXPIRES: ACRES MORE OR LESS. ._r,..>.,a�....,.... s ......-A___...-..,.,.�.,...»....r...,.u__,-._..w.,,._..,...w e_ ,....:,........,.....s.,,w._....«R..:«...---. __._ .......,__. ,..s.,.w.+w,,.•..k„__ _,...km...._.�..slaw. .M.we..�a....�.e...a.�.....J.,..�.,m..,..�w«.rws�s - ..,,____ ., __. _ . _ _. .n .. _ _._ _._._ _ . __ ._ . _ . ,. _ _. _ ._..-„_„ ..,........_x..W.,...,_.,r_,.�.__. ,. - - •. '. • _ - m,nu.x..m.v,,.w+.,-e.rw.y.wwa -. . -o - erck''tletriAi lA_Y�p _ S E L V A L A E S U N T T 0 PLAT BOOK PAGE SHEET OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY, FLORIDA BLOCK 6, ROYAL PALMS UNIT ONE NOTES: P.B 30, PGS. 60 & 60A I i J BEARINGS ARE bASED ON SELAMARINA UNIT 3 P.B. 27, PG. 27. 2 j 3 4 5 6 ( 7 8 9 10 I I DEN017ES P.R.M. SET 1 i ! + I I - -- li DENS-TES P.C.P. StT g of 10 0l1 u-NOTES RADIAL LINE N 06°45'00" W 920.03 45.03 35.00 35.00 ! 35.00 1 35.00 35.00 35.00 i 35.00 35.00 35.00 35.00 1 35.00 35.00 i 35.00 35.00 35.00 35.00 1 35.00 35.00 1 35.00 35.00 35.00 1 35.00 1 35.00 35.00 1 35.00 I 1 EASEMENT TYPE "A" & "tJ ' ARE OR INGRESS & E;KESS, �' z; z' L; zl Le z zl z �� z z �� ! 1 I DRAINAGE AND UTILITIES. z; c,, co j co i 00, oo co 0o 00 I o �o 0o 00} 0o I z I Le co L L oo' ° cam,,' °D ;; (+ C c.r I c.1 C. w } w c.,, v o}- I c 1 cOo' i I I 1 °; ° ° °• ° ° ° e ° ° 1 °+ f m cr i cn cr cr Cn( tr v+( cr cit co �� c, `�' �I 7 �' 71 g ca 70 I 69 0 68 g S1 oI cr oI - C,I c �: 001 82 ° 81 80 -i 79 S 178 �' 77 76 �' 75 74 73 :! 2 .i _ 67 _ 66 65 I <r i N; 8: rT;1 :I r*,' r=, r=, r�l m �, m m} 64 01 63 S! 62 0 l 61 �; 60 59 =1 58 -'i 57 I I �. p . - m I I m m 1 m cr vI cr ry m O of of rte! --) rTi m' �I j �I �' rT' 'I m rpt -I �� I o a o1 0 0 0l 0 0 0 0 o I m r T7 r,l ; I cr cr cr cr: cn I U cJ+ Cr V+ Cr c1+I j I _.I -' J i ? fv i fv u O; O O o O o O+ C> f 8 S V�I N N OD N' Cm d. OOI, of o C) _ o cn .cc'niOD co `� �6 - 21.22_1- - - . 1 -- _ - ----- -s- -- - i- - -1-- -- I i . ' ^' c-, -P 1 ' ,1,5.00 35.00 35.00 r 35.00 35.00 35.00 35.00 35.00 35.00 G 24 } i ! o �;I I i I o Sc g _-_. _�___- __ ___ _ J, �, 2 __� ♦ _ _ _ _.._ _. _--_l G?5 I I G 32 i Z! QL E �- �� N 06°18'00'1 w - - ��5 c 1a -G 19 - �o --- j _ C.> - r G 2,3 C 26 �, V . C 3��------ -�--N 06°18' , W o = -43E MEN "B" \'�_1� c } - 45.03 35.00 � 25.78 ' S E L VA L R K E-S T_s_os°45'00" E_341.39 C I -�--- C 27 ERSEtENT ?"q" J' 132.51 208.88 35.00 35.00 jI 33.86S 06°18'00" E 105.80 9 S 060 1 F'00" E 111188i rn N 06045'00" W - N 06045'00" W 148.88 _ \' �e1 c., UNI rn o '� 6 72:,1 �, S 75.00 35.00 , 35.00 C 42 �3 c 98 n �, ---- - - - - _-- -- - - - U I 83 Ip p� 1(/ S 06018'00" E 117.65 v I Z = �; Jv' ' - --- - - °° -- S 06°45'00" E 105.00 u, +�„ �, �'°' \\ 55 o I\ o tTl N 06045'00" W 105.00 w -0 v, I �,, S 1 S j c I c,' 10 \ -- - -- -- -- ---- - I I I m 97 99 ,E 1 4' 2 S 06°18'00" E 122.78 m 84 S r- C' 18 0 I 100 101 c ��,%'\, u, v _ �'' '`'' S 06°45'00" E 105.00 to a , •� l*. 54 g I 30.77 31.22 co o I o - - - --- - --- - _ n _-------- --- io 1 _ cn r " vim, N 06°45'00" W 98.00 0o h '` S 06 18 00 E , °� , OQ - --- - ---- -- - -- - - }0) I m �o 62.00 S Z o 0 96 9 } ` Nj' 103 ' S 06°18'00" E 106.87 } ' $5 78 35.01 35.01 33.11 W i�--- 5 53 S I ___ os�as'oo" E 1o4.a5_ _ S 06.27'06" E 108.90 cp ° 6�pfli �, o Po/N7 o� N 06058'18" W 100.47 c' -mc '�' :. � N L! N 1 95 N i � N w S 06018'00" E 97.91 104 �,, r7 86 S 11°33'S2" E 95.68 N g it 22 1p N - -------�I I N 02°56'48" W 90.49 n cue Q' e ' " m < s.9� �, 94 g �, S 06 18 00 E 100.00 N i i00 �' `43'¢ „ �60> $ C-4 I 23 I o I 21 ° 87 3 W I o I 00 C�lS I106,15 41 vl% No --� �- - N T �/� / c52 C 51 \ >9 �9'' 93 N `� _� 24 20 I CDP 4-s w /o LPN I -� �---- --- I OD o 92 I SELVA LAKES } I P.B.41 PG.55 & I � 5581 o X800 89 ��* 90 91 /� ,ifs p, e CURVE TABLE CURVE TABLE v 7? 1 1'16 kj> o NAME ANGLE RADIUS LENGTH BEARING CHORD NAME ANGLE RADIUS LENGTH BEARING CHORD G 1 9°45'42" 212.32 36.17 S 69°19'52" W 36.13 C 38 71012'00" 152.32 189.29 N 28°51 '00" E 177.34 h � C 2 19°15'00" 152.32 51 .18 N 74004'30" E 50.94 C 39 22009'36" 152.32 58.91 N 72°37'12" E 58.55 0 J � G 3 65054'49" 110.00 126.55 S 45°07'49" E 119.68 G 40 18013'43" 152.32 48.46 N 52025'33" E 48.26 o c�+ G 4 12014'04" 170.00 36.30 N 78030'54" W 36.23 G 41 37°38'19" 152.32 100.06 N 24029'32" E 98.27 -9 G 5 59°43'01" 25.00 26.06 S 77044'38" W 24.89 C 42 12°25'23" 152.32 33.03 N 00°32'19" W 32.96 C 6 53015'08" 50.00 46.47 S 14°30'41" W 44.82 G 43 90°00'00" 30.00 47.12 N 51045'00" W 42.43 - G 7 71012'00" 182.32 226.57 N 28°51 '00" E 212.27 G 44 36°52'12" 50.00 32.18 N 64°48'54" E 31 .62 r*+ G 8 28030'41" 182.32 90.73 N 50°11 '37" E 89.80 C 45 18003'33" 50.00 15.76 N 74°13'13" E 15.69 ' G 9 42°41 '13" 182.32 135.83 N 14035'37" E 132.71 G 46 18048'38" 50.00 16.42 N 55047'07" E 16.34 SEC G 10 75620'03" 140.00 184.08 N 44025'02" W 171 .10 G 47 32°03'19" 50.00 27.97 N 62°24'28" E 27.61 Tioti /7 r N C 11 32°04'51" 140.00 78.39 N 66001'38" W 77.37 G 48 20037'35" 50.00 18.00 N 88044'56" E 17.90 C 12 43 15 13 140.00 105.69 N 28022'36" W 103.20 C 49 21 12 46 50.00 18.51 S 70 19'54" E 18.41 C 13 71°20'14" 110.00 136.96 N 42°25'07" W 128.28 G 50 24°03'51" 50.00 21 .00 N 47°41 '36" W 20.85 C 14 23°52'37" 50.00 20.84 N 66055'27" W 20.69 G 51 24°21 '45" 50.00 21 .26 N 23028'47" W 21 .10 C 15 45°36'19" 50.00 39.80 N 32°10'58" W 38.76 G 52 24°38'14" 50.00 21 .50 N 01°01 '12" E 21 .33 C 16 22°48'20" 50.00 19.90 N 20°46'59" W 19.77 G 53 25009'35" 50.00 21 .96 N 25055'07" E 21 .78 C 17 41°29'15" 50.00 36.20 N 11°21 '49" E 35.42 G 54 22°20'43" 50.00 19.50 N 49°40'16" E 19.38 C 18 59'43'01" 25.00 26.06 N 02°14'56" E 24.89 G 55 22028'49" 50.00 19.62 N 72005'02" E 19.49 `T o� G 19 20°51 '34" 170.00 61 .89 N 17°10'47" W 61 .55 C 56 36047'45" 50.00 32.11 N 78°16'41" W 31 .56 oFG�� C 20 04°11 '00" 170.00 12.41 N 2S°31 '04" W 12.41 G S7 36052'12" 50.00 32.18 N 7801 8'S4" W 31 .62 c 61 �r °( 01��I� LOT 52 C 21 12°01 '32" 170.00 35.68 N 17°24'48" W 35.61 G 58 13°18'40" 50.00 11.62 N 66032'09" W 11.59 C 63 (a� i G 22 04039'02" 170.00 13.80 N 09°04'31" W 13.79 G 59 23033'32" 50.00 20.56 N 84°58'14" W 20.41 N W 81.03 pjE 1 oF�F A N 13016 15 V E5 5 G 23 24033'46" 212.32 91 .02 N05031 '53" E 90.33 C 60 90°00'00" 30.00 47.12 N 38°15'00" E 42.43 O NO C 67 �+ PRE `� �5 ° 1 �, ° i „ . �, .. G 24 08 04 29 212.32 29.92 N 02 42 46 W 29.90 G 61 OS 25 25 110.00 10.41 N 09027'42" W 10.41 cvaN C7l c4 -�= S��" PG° C 25 09042'07" 212.32 35.95 N 060 10'32" E 35.91 C 62 31*04'22" 130.00 70.50 N 09014'12" E 69.64 to _ 16,28 C 68 1� _ N 8. q1� G 26 06°47'11" 212.32 25.15 N 14°25'11" E 25.13 C 63 23045'47" 195.00 80.88 N 01°23'21" W 80.30 g C 69 P ' G 27 61°43'10" 25.00 26.93 N 13°02'48" W 25.65 G 64 33052'32" 140.00 82.77 S 06026'44" E 81 .57 � `/ C 28 27°14'46" 25.00 11 .89 N 04°11 '24" E 11 .78 G 65 29027'20" 250.00 128.52 S 08°39'20" E 127.11 ,2 C 73 S 79030'28" E 55,00 R / C 29 3402824" 25.00 15.04 N 26°40'11" W 14.82 C 66 12°22'20" 180.00 38.87 S 00006'50" E 38.79 S O C 30 26°38'10" 50.00 23.24 N 30°35'18" W 23.04 C 67 23053'50" 100.00 41 .71 N 05038'55" E 41 .41 C 64 _PARK S I E C 31 41040'46" 50.00 36.37 N 03°34'10" E 35.58 C 68 39°56'47" 150.00 104.58 N 02022'33" W 102.47 C 66 - -- C 32 28000'59" 50.00 24.45 N 03°15'44" W 24.21 C 69 24056'16" 150.00 91 .47 N 00007'43" E 90.06 C 65 C 33 38025'55" 50.00 33.54 N 43037'30" E 32.91 C 70 05°00'31" 150.00 13.11 N 19°50'41" W 13.11 C 34 40°58'32" 50.00 35.76 N 83°19'43" E 35.00 C 71 32°50'24" 200.00 114.63 N 05055'45" W 113.07 C 35 11057'50" 50.00 10.44 S 70°12'05" E 10,42 C 74 17 21 23 185.00 56.04 S 01 48'50" W 55.83 U N P L R T T E D P n R T OF SECTION 16 C 36 61°43'10" 25.00 26.93 N 84°55'15" E 25.65 C 72 10°58'59_' 210.00 40.25 N 00048'31" W 40.19 C 37 10°23'21" 212.32 38.50 N 59015'20" E 38.45 C 73 27°01'56" 220.00 103.80 N 08049'59" W 102.84 C 38 71012'00" 152.32 189.29 N 28051'00" E 177.34 C 39 22°09'36" 152.32 58.91 N 72°37'12" E 58.55 f S E L V A L A K E S U N I T T k 0 1 PLAT BOOK PAGE SHEET OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY FLORIDA 0 CITY COUNCIL APPROVAL v U� EXAMINED AND APPROVED BY THE CITY COUNCIL OF ATLANTIC BEACH THIS---------DAY OF ---------------------A.D. 1986. N 83042'00" E 284.75 40, i 1 W 1 � ELEVENTH ( l lr�' ) STREET 60' RiW 57 _— I 1 ( 1 1 I D.B. 1761 PG. 1 8 --------------------------- ------------------------ `T- 1 --- -- MAYOR CLERK 58 I 1 53 g �' 21 20 19 18 117 16 1 15 14 56 155 54 1 H 22 1 1 1 i ( 13 12 1 1 1 59 I 1 1 a_ 1 1 11 10 1 1 6 1 5 4 1 3 2jj' l ' r9 8 7 1 60S 25'33'00"E 60.00S��V� 1SAKESCIRC CERTIFICATE OF CLERK 61 I �f8 27 62 / 04 8 g 24 25 26 ------ / 103 1 28 �s H I HEREBY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT AND THAT —63 —— \ �3 I 38 �� 55 IT COMPLIES IN FORM WITH THE REQUIREMENT OF CHAPTER 177, FLORIDA 102 1 29 _`~ CJ�, QGc,. STATUTES, AND THAT IT IS FILED FOR RECORD IN PLAT BOOK------,PAGES------- 64 f 37 Q IN THE PUBLIC RECORDS OF DUVAL COUNTY, rLORIDR THIS------ uAY OF .__---.----__ S 64.13'12"W 53.18 — ------------------ A.D. , 1986. 65 101 ;`' 30 36 It W 66 100 _ �.�'d°r E off" 5�.2� 31 �� ----------------------------- ------------------------------- Lz - �� p•2') 35 I I�...� CLERK DEPUTY CLERK c I 99 �' s 5110 32 41 67 —, s �oA" 34 42 139 I I N 75.521x" '40 33 43 , I cn Q 68 I I I 94 0 44 `° � 98 96 195 9 .t0 m �cr ; —69 —_ 197 / 92 i 31•ti600" E 1 I s o Z cf) 70 -- ---�- �- 91 ,�w X90 45 �^ o Q_ g s 3g 56 Z = 46 �,� = N CERTIFICATE OF SURVEYOR m ` 71`` - -- ------ - 90 Z CL o CL ( E X022 47 9 X50 51 / THIS IS TO CERTIFY THAT THE UNDERSIGNED IS A CURRENTLY LICENSED AND 48 89 52 cr REGISTERED LAND SURVEYOR IN AND BY THE STATE OF FLORIDA AND AS SUCH 1 DOES HEREBY CERTIFY THAT THIS PLAT IS A TRUE AND CORRECT REPRESENTATION 74 I� 84 85 I as �'ti�` ,� SCP � OF THE LANDS AS SURVEYED UNDER HIS RESPONSIBLE DIRECTION AND SUPER4'iSiON. 1 1 87QE,,,�E n •�ti�"�' THAT THE SURVEY DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177, 75 REFS ,S19 FLORIDA STATUTES AND FURTHER CERTIFIES THAT PERMANENT REFERENCE MONUMENTS ---' $81'38'01"W /�f ��,�� HAVE BEEN SET AND PERMANENT CONTROL POINTS WILL BE SET ACCORDING TO THE 76 H ' ' 99.15 ��1rj ,� REQUIREMENTS OF S.-ID CHAPTER 177. �• S>>. , 1i,# c4191 Q —--n--—— w 498 �; l� � WITNESS MY SIGNATURE AND OFFICIAL SEAL THIS_----DAY OF----------------A.D. , 1986. 78 H. A. DURDEN S ASSOCIATES, INC. ig �� — I c5 �, U�P1✓A� ��iT+ vi cw ----------------------------------- 80 4, , H. BRUCE DURDEN I REGISTERED LAND SURVEYOR, NO. 16;'4 STaTr OF Fl_0►10A _T N I 40' 82 N 83.42'00" E 902.00 S 83.42'00"W 135.00 S 83'41'00"W THE PLRZR 79'48 BY SECTION NO. 2, SALTAIR P.B. 10 PG 15 " a 9V A PART OF ;31,14CITONS 1.6 AND 1.71 2 (. O[ fll j RAS'(JN' 29 PlAS'.!`8 DUt Af, ('()I iVV` , FLORIDA c i�r;, RT (t�3 . t2 )1"t C,t 1 °` 1 1` ffit C( {' ` g "(}R t 'PO 11' OV �.�E �� IG a a .t , x a.a t t f C'C}t1MHJtt; °; AT `' 1I°oOU`'IiG^ Ei°° CORNER OF LT 11 BLOCK �1�C��t€� ��ti.[�i�� C}i'S "l` i��}� � � �1`� BI-a+C D D IN I'LBOOK 29 , PAfa+,T°,w 27t )bt H ; ( CJ7IOte NP1#3I( R3a(_'.O2t? ,)e OF ra O} e COUNTY, O„N tj T IJEcp.w '12100"W. , ALONG Till-. NOR ItRLt taH (Y1°' 14AY 0.'ttt T111" a dt Cf t{ud t L• w 4'+ FOOT t w +'! 4w t 5 ewYm mat 4 {m a A .a NO It,P,�111BLI aH "' � 80 FOO I�.[(_ H� Ole WAY 1.3.E aN.°�(�� . (}�� i^ O. pp r .rA .. g t ... �5 ' m. .4 Ni ._ E' N' t�'m( a. a '-' .. . r i�m�,..^0f t 3 4 g p t 'qqg� q�+� 'qq t g 10,(1010Y', a ep ��1'm (.}��.�Iow�,J „lot�PtB (».dw„A � �,�� "�k,(7 � (,lC*w d�`A� �� ,�w��`m1'�4'`t�"�` �(...d1� �.)�� Q"a�{w 1"l ��kJ«.?� - , o r, f, d ro �, 4 s f m r m a't (s r'gg O rt pp(t e t j y wyw ert de[g a etw x f� {^ dq/}ti yy 1'.0-J, p q $ p .S J 1 .J �A�i\ P ��Ia � / L" ..� �°I` �')� j �L l�`��(.!` �'A a L/*...� � .� tJ 4.�9 � � �'`t� #.�+f �.f 8 6�` r.k �Q � � d� AND�«�� ( �� 4,` N" 4' L t t t P 8 4? t t v {e {�v v P A n S t t ff"9 p's d W d 9 i Y t f 9 d+'A l Pew t t i 4♦ i re r r ( t W" r"� IJ .� ( 1 ( " r rr m r( � t IBm-�1 a�It , " .�� rJI� ��d t»�.,x�m.� I�I.4 ) .l 1�( �� (��, �°..� �. �� .��r_t tt��,�.�al� �.nz ,. tOe , 't ," UN.(T NO. It A!3 Mw a( t }. 4 ) R1 GAT3( ( d?1( "t 60 A ( 1 } tr t 1`e Yw(_) t'$�= ."NT1 �� .S°'I, UBfj_ C I��"�t"(�I�D" AND ITS ��t'.�lZ'.!'it�'W, ��XTI-'W`1 N, A � 6a�°�.'��NCf., (}w.A �t .��° tgq 6 ( grgy vt{w ev P.R.`. a.E,` pp a9 y w "w 3 1 L t o # g'9 w "n �q y4t f /r b yN Y,�m tr"w d 1 f 1 W 4 v{K6 {v {) $�/tet 8 4"w c' 1r.1,t A.r b .o. �. 8(30 ..q � s s A D- S"VA, yr y .,A S» 704 . 1( P 9a,x, $ r mal a,0 8 00 ( f i w. \.,,,"8 � 4 B �1!1 (..t CI.A m.,�� _�. .9 d a d I_} � 4CA I C � "t . Q . It'E °A't�` T .} TIIgq 'S .Jal`IINa1 a` t I I ,IVC .)4t' r°1A � it�`t ( L`` ?.�.TI �a''[�B't o'V �� t10 1 Int` I w I I I°a ..} .. ( t2 ( III ( I* "J� I DJlt J"4 D BOOK 1. 6 1,, ;?A(J'[� 103 (?;.w P_U1004 -7w'�'J✓e°°,t�'a''J e°� r,6'�r�.�' Y FORJ4w,} [ tlTQ4ED PUBLIC R{'CORDS" w' Ar,ONG 'am A (l) {}OIJTIIpRF R. •1 11 �t OV WAY ,.t il, OF )AT1 iTR °)NT, A DTI3 "ANC1-; OI' 6)'P-3 .00 TO °VIII `l NO1111.tIt w.,._,:_....�. ."..�,..».,m.._.....M,.....,«..,.. ..,.,a_....•....-:,.,,....e a kA 1{1et , UNI-11 troll 1.3° ` � N } �31 C.Y(�Ott1 LOT81 BLOCK l Me' " fl) Sl-jJ` 3 RRI NO. 3� pt41mi �1'et a a .t x a .®(I_ A�_tt(� 4 t G W1rev $Rfj` tRIgt. OF StAt ) ";)'PSJNA MARINA UNET NO- , A a.)TANw .t F1t 890 .00 1V 4wd®t e THE POINT yw` BEGlINN,C IG. (_'ONa. A NIN(j' 28 . 60 ACRI.``), tM(, U, 0R 300 . --- -1-A .' JC ' " � � ' ` � 100 0 aP ! � ^`�,, t , °a ��. R cmc � , — _ t x - v,. ,..: .wa.a..,.r .:.�xas.>vrN - ^•<':.��.ra:sM:.aa.:r;wx .,r°.,s,.zs.;V•-:a.^.xi.c..rsaaax-: s.,,�raswer".:.a'..f..#,.a,:`^s' 4+9. wa.r�a.., -...a.-.'....r,.,.. .,,.,...;..,.,..,:�::�..,sa.:-.«,:�_^_._�.x;:.h_..:.:._ �'.` 4, _ 1 /-,z _�,�"1a, J"' ��. /'�t�r"J^ :a(a'.:,C�.e'� . _ .__ �_ _' ..._. � p@^r^dr..J•, ,p ,f'"' ,aa_,a!"" f""'"�(".y ,6'��„�C"r,� ,;,..r` 'd�'e g, .',��;eA.P,.,�!'...� Q� F W AAtd P w._ ... _ .. _. �,...... ..--.-.---«. _-- ,� �x+�x:...m.a.a._.. ._.a..+ "An..w..w-.. ,....». ,..,.aw,..s.< <...„«.,...a.,..... ......_... ...,,.• ..._ ....... .. ,.. - _ ""/ -�F�, O r f' />;;!°�','"t'C'C..'r`ti" r`�ir+"np7.=�d:7 �P ✓"�,';y�✓;).'�✓_'°'r`a✓r'-,� � � \ ^,� v-w-,7 y ,�*� � N" a�— tl 0 k) } t k, 6� � �� Nm �P,`•s""";o"Jy'°e`"�`. � �d'P�4� -dP"*°r�a r��..w�..�.^''!'�"w',p^'°'°'"r"�°'A,`,•d* .�P» r�,.°°=:w }I � C� r g i C"R6 ,✓p, P .a"""m^'°�="",°�,rj°.,,�` �-,'/.d✓✓'�'��"1�/: =�p*„^,�"” r".".7�,..�,",.""'��r"/✓.;r'�+""�,rPi"'"✓r'�"' + ''`-'J�,r"'-/P!`''"—�-r" ""P � �'�� ., ',d� °"J 0 j�pd M � «`+"." -=ro�!"..�!.,,+°'=•..�"✓�°,'':�-"!�'°� ,r�'..7AY""^^P"".3�r"±,,d!.�,�4;.-'j /70 wa°r^ "dY '/ t.' 0/ 4' e.J" t'�..✓'"""P'° d°5,!°9.!°�.,,a".> r" e%'c""'' / ,-! _...i%'�"!'�., ..,.a r..`^r°_`✓'"i r d,.,'P P S"J^,r°Pr 0.r�r°d �0'p � � `wq .»»�`` / �l .. � ��'10°"P°✓°"/�"''� ...� 0�x� ;-"'""� ,r s''("",a°, r.'»�,P0', 1 P , S� ,. I horeby Certify that this urvc,"y lnu't the, r��irtitl l rl1 t N ilnit�al fiar start :. as °rpt forth by , k ^ ° to 8-,(Alon 412.01 Florida 31:atute*, d e" "z�,.•"/"!' ,°tri ✓� �F m ^' ... „ .__ .. _ _ ...._ _. .._..- � ":`P°xA��P^{a'°/'� ,P^°"r C..3 ✓"^� ,•^°�a�^ �� k _ � - � N ..�, --- .,.. --� r � .�.'�,1 n�#9... .'� ."a.+.a n i a`.n 1�N°�a/�.*i"'�--a^�.°a» ,p�q.+d .y✓^,,yi', . f�"�f ,dye g 'yam r » .. .. ,_.�.>-...........,.. .�-..._._.+..fix.."....�_.,. ..... -.„»..,..,a...,�..�:-«�.:...t�w,m»*- :.:..� :s:x._;;a".a.r,_..o...�...._._.7K.:....st�.,.saro,.x....»cr,. a...,:.«_a.._...............,,,_ -.."..._.».-....«.,.w..�,.,.,,-.,,_....,...�m..,.._...,,... ,xx_...».�..._,.,.,..,,_,...,"...v-,,,........_.a:,......,.�,,,, .n,..,........,.".,.a..u__.,..,..,........._....a.,...,.. .... ,.. .. _ .,__ _ , . .... _ .._ _. . __.. ..- .. _ . 3 f clA-" B L'7', S E L V A LAKES UN I T T N 0 P _ ! ir+ii► AT BOOK SHEE7 OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY, FLORIDA CAPTION A PART OF SECTION 17 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL ADOPTION AND DEDICATION THIS IS TO CERTIFY THAT R.G.M. PROPERTIES, INC. A CORPORATION UNDER THE LAWS PARCEL-A COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS : OF THE STATE OF FLORIDA IS THE LAWFUL OWNER OF THE ABOVE CAPTIONED LANDS, FOR A POINT OF BEGINNING COMMENCE AT THE NORTHWEST CORNER OF HENCEFORTH TO BE KNOWN AS SELVA LAKES UNIT TWO AND THAT IT HAS CAUSED THE SAME TO BE SURVEYED AND LOT 22 , SELVA LAKES AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE SUBDIVIDED AND THIS PLAT MADE IN ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT PUBLIC RECORDS OF SAID COUNTY; THENCE ALONG THE WESTERLY LINES OF SAID OF SAID LANDS. ALL ROADS AND EASEMENTS FOR DRAINAGE, UTILITIES, SEWERS SHOWN UPON THIS PLAT ARE HEREBY SELVA LAKES THE FOLLOWING FIVE COURSES : S.06° 18 ' 00"E. A DISTANCE OF 97 . 91 =RREVOCABLY AND WITHOUT RESERVATION DEDICATED TO THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA AND ITS FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVIMG A RADIUS OF 212 . 32 SUCCESSORS. ALL J.E.A. EASEMENTS ARE DEDICATED TO THE JACKSONVILLE ELECTRIC AUTHORITY AND ITS SUCCESSORS FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF FOR USE IN ITS UNDERGROUND DISTRIBUTION SYSTEM. S. 69919 ' 52"W. AND A CHORD DISTANCE OF 36 . 13 FEET; THENCE S. 25933 ' 00"E. A DISTANCE OF 60 . 00 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 152. 32 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A IN WITNESS WHEREOF R.G.M. PROPERTIES, INC . ` HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT, BY CHORD BEARING OF N. 74904 ' 30"E. AND A CHORD DISTANCE OF 50 . 94 FEET; THENCE AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS, IN ITS NAME .AND WITH ITS CORPORATF SEAL AFLTI`fED THIS ._ S. 06918 ' 00"E. A DISTANCE OF 100 . 00 FEET TO THE SOUTHWEST CORNER OF LOT 23 DAY OF A.D. , 19864 OF SAID SELVA LAKES; THENCE S. 64913 ' 12"W. A DISTANCE OF 53 . 18 FEET; THENCE S. 05927 ' 06"E. A DISTANCE OF 108 . 90 FEET; THENCE N. 69934 ' 00"E. A DISTANCE OF 83 . 50 FEET; THENCE S. 80927 ' 00"E. A DISTANCE OF 51 . 20 FEET; THENCE R.G.M. PROPERTIES, INC S. 091111 ' 00"E. A DISTANCE OF 37 . 20 FEET; THENCE N. 75952 ' 00"E. A DISTANCE OF 46 . 40 FEET; THENCE S. 31916 ' 00"E. A DISTANCE OF 66 . 10 FEET; THENCE S. 39956 ' 00"W. A DISTANCE OF 58. 90 FEET; THENCE S. 57940 ' 00"E. A DISTANCE OF 70 . 22 FEET; THENCE S . 25909 ' 06"W. A DISTANCE OF 121 . 14 FEET; THENCE S. 81 9 38 ' 01 "W. A DISTANCE OF 99 . 15 FEET; THENCE N. 87911 ' l 3"W. A. DISTANCE OF 79 . 93 FEET; THENCE 5 . 71956 ' 06"W. A DISTANCE OF 75 . 98 FEET TO A POINT ON A WITNESS - PRESIDENT WITNESS 1 CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 110 . 00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S . 45907 ' 49"E. AND A CHORD DISTANCE OF 119 . 68 FEET; THENCE S. 06918 ' 00"E. A DISTANCE OF 62 . 00 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF STATE OF FLORIDA I HEREBY CERTfFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER DULY 170 . 00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD COUNTY OF DUVAL AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, KASEM A. N. REYHANI , BEARING OF N. 78930 ' 54"W. AND A CHORD DISTANCE OF 36 . 23 FEET TO A POINT OF PRESIDENT OF R.G.M. PROPERTIES, INC. , A CORPORATION UNDER THE LAWS OF THE STAT: OF REVERSE CURVE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE FLORIDA, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING DEDICATION AND Wi;v SOUTHEASTERLY HAVING A RADIUS OF 25 .00 FEET, A CHORD BEARING OF ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER FOR THE USES AND S . 77944 ' 38"W. AND A CHORD DISTANCE OF 24 .89 FEET TO A POINT OF REVERSE PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID CORPORATION. CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 50 . 00 FEET, A CHORD BEARING OF S . 7493041 "W. AND A CHORD WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE BEACH, IN THE COUNTY OF DUVAL AND STATE OF FLOVIDA, DISTANCE OF 44 . 82 FEET; THENCE S. 06918 ' 00"E. A DISTANCE OF 105 . 80 FEET TO THIS DAY OF A.D. r 1986. THE NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, AS NOW ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED IN PLAT BOOK 10 , PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS; THENCE S . 83942 ' 00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A DISTANCE OF 135 . 00 FEET; NOTARY PUBLIC STATE OF FLORIDA AT LARGE THENCE N.06945 ' 00"W. , PARALLEL WITH AND 40 . 00 FEET EASTERLY OF WHEN MY COMMISSION EXPIRES: MEASURED AT RIGHT ANGLES TO THE EASTERLY LINE OF BLOCK 6 , ROYAL PALMS UNIT ONE, AS RECORDED IN PLAT BOOK 30 , PAGES 60 AND 60A OF THE AFOREMENTIONED PUBLIC RECORDS AND ITS NORTHERLY EXTENSION, A DISTANCE OF 920 . 03 FEET; THENCE N. 83942 ' 00"E. A DISTANCE OF 284 . 75 FEET TO THE POINT OF BEGINNING. DEDICATION FOR MORTGAGEE THIS IS TO CERTIFY THAT JACKSONVILLE FEDERAL SAVINGS AND LOAN CONTAINING 6 . 39 ACRES MORE OR LESS. ASSOCIATION, A UNITED STATES CORPORATION, BEING THE MORTGAGEE OF THE LANDS DESCRIBED IN THE FOREGOING CAPTION OF THIS PLAT DO HEREBY JOIN IN AND MAKE OURSELVES A PARTY OF THE ADOPTION AND DEDICATION OF SAID LANDS AND PLAT FOR THE USES AND PURPOSES THEREIN EXPRESSED. IN WITNESS WHEREOF, JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT BY AND WITH THE .AUTHORITY OF ITS BOAPD OF DIRECTORS, IN ITS NAME AND WITH ITS SEAL HERETO AFFIXED THIS DAY OF , A.D. , 1986e CAPTION A PART OF SECTION 16 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL .� PARCEL B COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF LOT JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION 52, SELVA LAKES AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTHERLY ALONG THE WESTERLY RIGHT OF WAY LINE OF PARK SIDE DRIVE OF SAID SELVA LAKES, SAID RIGHT OF WAY LINE BEING A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 185.00 FEET, A CHORD BEARING OF S. 01948 ' 50"W. AND A CHORD DISTANCE OF 55 .83 FEET TO THE POINT OF BEGINNING; THENCE S . 79930 ' 28"E. A DISTANCE OF 55 . 00 FEET TO A POINT ON A CURVE CONCAVE WITNESS PRESIDENT WITNESS EASTERLY HAVING A RADIUS OF 140 . 00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S. 0692614411E. AND A CHORD DISTANCE OF 81 . 57 FEET TO A POINT OF REVERSE CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 250 . 00 FEET A CHORD BEARING OF STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER S .08939 ' 20"E. AND A CHORD DISTANCE OF 127 . 11 FEET TO A POINT OF REVERSE COUNTY OF DUVAL DULY AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE EASTERLY RAVING A W. M. MASON, JR, , PRESIDENT OF JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, A RADIUS OF 180 . 00 FEET A CHORD BEARING OF S.0090615011E. AND A CHORD DISTANCE UNITED STATES CORPORATION, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING OF 38. 79 FEET TO THE NORTHELRY RIGHT OF WAY LINE OF THE PLAZA, AS NOW DEDICATION AND WHO ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED FOR THE USES AND PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID IN PLAT BOOK 10 , PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS; THENCE CORPORATION. S . 83942 ' 00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A DISTANCE OF 79 . 48 FEET TO A POINT ON A CURVE CONCAVE EASTERLY HAVING A WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE, IN THE COUNTY OF DUVAL, AND THE STATE OF FLORIDA, RADIUS OF 130 . 00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A THIS DAY OF A.D. , 1986 . CHORD BEARING OF N. 09914 ' 12"E. AND A CHORD DISTANCE OF 69 . 64 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N. 24946 ' 23"E. A DISTANCE OF 22 . 91 FEET; THENCE N. 13916 ' 15"W. A DISTANCE OF 97 . 03 FEET TO THE POINT OF' CURVE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 195 . 00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF N. 0192321 "W. AND NOTARY PUBLIC STATE OF FLORIDA AT LARGE A CHORD DISTANCE OF 80 . 30 FEET TO THE POINT OF BEGINNING. CONTAINING 0 . 37 MY COMMISSION EXPIRES• ACRES MORE OR LESS. .-.,PR" }f.Fry i,S E L V A L A K E S U N I T T N 0 AT BOOKA �.4 SHEET OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY, FLORIDA BLOCK 6, ROYAL PALMS UNIT ONE NOTES: P.B 30, PGS. 60 & 60A ! BEARINGS ARE BASED ON SELVH MARINA UNIT 3 f { ! P.B. 27, PG. 27. 2 j 3 4 5 6 7 8 9 I � 10 ! f DENOTES P.R.M. SET - -- ------- --- - --- --- - - - _ ,I ! I DENOTES P.C.P. SET . o DENOTES RADIAL LINE ' N 06045'00" W 920.03 I I I 45.03 1 35.00 35.00 ! 35.00 35.00 I 35.00 ! 35.00 35.00 35.00 35.00 35.00 1 35.00 35.00 35.00 35.00 35.00 35.00 1 35.00 1 35.00 1 35.00 35.00 35.00 35.00 1 35.00 1 35.00 1 35.00 I EASEMENT TYPE "A" & "C" R R E F 0 R INGRESS & EGRESS, DRAINAGE AND UTILITIES. Z t ppp ppp V1 Z cotO0; ODI W I co OWO I W c°D•, c°°a W �.+° �.+°I C.+ �.+° W 00 Z ° pZp I 4 00 Z� co o o f 0 0 0 0 0 0 0 l o e o 0 0 (�.I e{ I ! rrl _o I CJS I CJS I Cly Cn I Un CJS I c-n CJS V+ C!+! CJi CJS I � OWD -o L I em co Z Z N i w 79 S 78 �; 77 0, 76 S 75 0 74 S S 72 o 171 S 70 o 169 0 68 S 67 a S o co w e 82 N 181 N 80 g i m �, o, - = _{ 73 _ - 66 =165 64 S 63 62 g I 60 ► 59 58 57 I ! I Z p g g m, �� ml m m m ml m m{ m ml m m m 61Un cr O - mi o _.I �I mr*,I r*i{ o{ o �i o 'I of 0 0 75 0 0 01 o o� o o m �{ o o g� o m rn( m d iv ti,; N I c"I cs cr I cn cry I cn cn cn cry cn cn I o N -- 'I ' - I C m _ --I C-Ij �I al ivy --� ml 0 goo 0 o g a oI c� of g v "' N oCAD 0o m rn rTil m I ( Z tp N A V ! �7 ; G 2r-��+21^22 - 35.00 -1 35_00- -35.00_ I 35.00- 35.00 35.00 _ 35.00 l _35.00 35.00 C 24 _C 2S I C 32 `"'! �' 06018'00' W �5 C 18 G 19 -- 60 N 06 18 ASEMEN1r "B" C I w I I ti 45.03 ( 35.00 25.78' S E L V A LAKES S 06°45'00" E 341.39 !_ C I R Com_ C 2l EASEMENT l"A - ;- o N o �� ^- I 35.00 35.0.0 33.86 g I i S 06018'00"00 E 105.80 J�9s (,�� 132.51 208.88 - C 9 --� �S 06°1 F'Otl"-E 117 88-- ____ m .\�� 0 N 06°45'00" W N 06°45'00'"W 148.88 __ ��1 w car N I ch m OO C,� 4 C 6) 72�1 �, r�l 15.00 35.00 35.00 C 4? C> �� _ ____ _ _ __ v I c, �n \7 "� 83 10 98 6 c„ v, yr �� IN -6 �, C�- S 06018'00" E 117.65 u'I Z o 00 z = �j car - ----- - - - - - - - w -- S 06°45'00" E_105.00 -_ u �, I ° \ 55 S \ o • r _ - m � o N 06045'00" W 105.00 � ( g I g g �� , \� --- ---- a? v m o ;Cn 97 = 99 + 102 0 S 06018'00" E 122.78 m =_ 84 r-- S g 1100 101 I I 9 \ 54 D 30.77 31.22 '-' 'r'' 5 06045'00"E 105.00 $ I ��' �, o j i S 06018'00" ELo N 06045'00" W 98.00 co `a �° h ,�°O�oii "o . pp -- - - - - I I I i I �� 103 �' S 06°18'00" E 106.87 I I to 62.00 ^' o z g 96 9. �' I 3 85 7g 35.01 1 35.01 33.11 a3 v m 71K6 w . 53 g l I I 00 ------- ------ - --- "� `r---S 06045'00" E 104.85---- . �.27' " E 108.90 °� d�". �- • N 06°58'18" W 100.47 �' '�' N 2i C c 95 `'�� w " o S 06018'00" E 97.91 0 86 co N c,, i ► t„ N �, 104 ao 114133152o' E 95.68 g I 22 I I I 1 lli l � ��2°56'48" W 90.49 c, 94 g S 0618'00" E 100.00 m ------- i ti C-P Ln co 00 co C.4 23 01 ° A C S2 � \ s 93Qh 24 ( I 20 o \ co 00 J /I 90 j N I ! ! �c� ; ;�3 \`o= 92 I SELVR LAKES P.B.41, PG.55 L 55A I 89 �a 90-�,y F CURVE TABLE CURVE TABLE 5��6�0 � �o NAME ANGLE RADIUS LENGTH BEARING CHORD NAME ANGLE RADIUS LENGTH BEARING CHORD Q( 1A 9 �' C 1 9°45'42" 212.32 36.17 S 69°19'52" W 36.13 C 38 71012'00" 152.32 189.29 N 28°51'00" E 177.34 hi C 2 19015'00" 152.32 51 .18 N 74004'30" E 50.94 C 39 22°09'36" 152.32 58.91 N 72°37'12" E 58.55 cro C 3 65054'49" 110.00 126.55 S 45°07'49" E 119.68 G 40 18013'43" 152.32 48.46 N 52025'33" E 48.26 C 4 12014'04" 170.00 36.30 N 78030'54" W 36.23 G 41 37°38'19" 152.32 100.06 N 24029'32" E 98.27 g - G 5 59°43'01" 25.00 26.06 S 77044'38" W 24.89 C 42 12°25'23" 152.32 33.03 N 00°32'19" W 32.96 $a C 6 53015'08" 50.00 46.47 S 74°30'41" W 44.82 G 43 90°00'00" 30.00 47.12 N 51045'00" W 42.43 0� $ C 7 71612'00" 182.32 226.57 N 28°51 '00" E 212.27 G 44 36°52'12" 50.00 32.18 N 64048'54" E 31 .62 �' r*► G 8 28030'47" 182.32 90.73 N 50°11 '37" E 89.80 G 45 18°03'33" 50.00 15.76 N 74°13'13" E 15.69 G 9 42°41 '13" 182.32 135.83 N 14°35'37" E 132.71 G 46 18°48'38" 50.00 16.42 N 55047'07" E 16.34 `EC7-io,v �7 i N C 10 75020'03" 140.00 184.08 N 44025'02" W 171 .10 G 47 32°03'19" 50.00 27.97 N 62024'28" E 27.b1 SEc-Tio� /6 N G 11 32004'51" 140.00 78.39 N 66002'38" W 77.37 G 48 20°37'35" 50.00 18.00 N 88°44'56" E 17.90 C 12 43015'13" 140.00 105.69 N 28022'36" W 103.20 G 49 21°12'46" 50.00 18.51 S 70°19'54" E 18.41 C 13 71°20'14" 110.00 136.96 N 42°25'07" W 128.28 G 50 24°03'51" 50.00 21 .00 N 47°41 '36" W 20.85 C 14 23°52'37" 50.00 20.84 N 66055'27" W 20.69 C 51 24°21 '45" 50.00 21.26 N 23028'47" W 21 .10 C 15 45°36'19" 50.00 39.80 N 32°10'58" W 38.76 G 52 24°38'14" 50.00 21 .50 N 01°01 '12" E 21 .33 1`L' Qi C 16 22°48'20" 50.00 19.90 N 20046'59" W 19.77 G 53 25009'35" 50.00 21 .96 N 25055'07" E 21 .78 U! / C 17 41°29'15" 50.00 36.20 N 11°21'49" E 35.42 G 54 22020'43" 50.00 19.50 N 49°40'16" E 19.38 G 18 59943'01" 25.00 26.06 N 02°14'56" E 24.89 C 55 22028'49" 50.00 19.62 N 72005'02" E 19.49 C 19 20°51'34" 170.00 61 .89 N 17°10'47" W 61 .55 C 56 36°47'45" 50.00 32.11 N 78°16'41" W 31 .56 oei of GI1 C 20 04°11 '00" 170.00 12.41 N 25°31'04" W 12.41 G 57 36°52'12" 50.00 32.18 N 78018'54" W 31 .62 c 61 �� °' 0lif"ilt, LOT 52 C 21 12°01 '32" 170.00 35.68 N 17°24'48" W 35.61 G 58 13°18'40" 50.00 11.62 N 66032'09" W 11 .59 63 P ECa ' C 22 04039'02" 170.00 13.80 N 09°04'31" W 13.79 G 59 23°33'32" 50.00 20.56 N 84°58'14" W 20.41 C> N 13o1b�15" W 97.03 - FcF // S 55A C 23 24°33'46" 212.32 91 .02 N 05°31'53" E 90.33 G 60 90°00'00" 30.00 47.12 N 38°15'00" E 42.43 co C C I �PREFE,�E�i/ LP Q G ° ° " ° 0 5� _ �.vFl � C 24 08 04 29 212.32 29.92 N 02 42 46 W 29.90 G 61 OS 25 25 110.00 10.41 N 09027'42" W 10.41 N C 71 S - - - S G 25 09042'07" 212.32 35.95 N O6°10'32" E 35.91 G 62 31°04'22" 130.00 70.50 N 09°14'12" E 69.64 to 16.28 C 68 10 8 4�' C 26 06°47'11" 212.32 25.15 N 14°25'11" E 25.13 G 63 23°45'47" 195.00 80.88 N O1°23'21" W 80.30 C_ C 69_ P G 27 61043'10" 25.00 26.93 N 13002'48" W 25.65 G 64 33052'32" 140.00 82.77 S 06026'44" E 81 .57 '��/ C 28 27°14'46" 25.00 11 .89 N 04°11 '24" E 11.78 G 65 29027'20" 250.00 128.52 S 08°39'20" E 127.11 C 73 $ 5 79°30'28" E 55.00 OR C 29 34°28'24" 25.00 15.04 N 26°40'11" W 14.82 G 66 12°22'20" 180.00 38.87 S QO°06'50" E 38.79 8 E C 30 26°38'10" 50.00 23.24 N 30°35'18" W 23.04 G 67 23°53'50" 100.00 41 .71 N 05038'55" E 41 .41 PRRK S 1 G 31 41°40'46" 50.00 36.37 N 03°34'10" E 35.58 G 68 39056'47" 150.00 104.58 N 02°22'33" W 102.47 C 66 _-- - -- C 32 28000'59" 50.00 24.45 N 03°15'44" W 24.21 G 69 :4056'16" 150.00 91.47 N 00007'43" E 90.06 C 65 C 33 38025'55" 50.00 33.54 N 43037'30" E 32.91 G 70 05°00'31" 150.00 13.11 N 19°50'41" W 13.11 C 34 40058'32" 50.00 35.76 N 83019'43" E 35.00 G 71 32050'24" 200.00 114.63 N 05055'45" W 113.07 C 35 11°57'50" 50.00 10.44 5 70012'05" E 10.42 C 74 17 21 23 185.00 56.04 S 01 48'50" W 55.83 U N P L A T TED P A R T OF S E C T 10 N 16 C 36 61°43'10" 25.00 26.93 N 84°55'15" E 25.65 C 72 10058'59" 110.00 40.25 N 00°48'31" W 40.19 C 37 10°23'21" 212.32 38.50 N 59015'20" E 38.45 G 73 27001'56" 220.00 103.80 N 08049'59" W 102.84 C 38 71.12'00" 152.32 189.29 N 28051'00" E 177.34 C 39 22°09'36" 152.32 58.91 N 72037'12" E 58.55 �1rc4-" 1tl11z# 4- 11B S E L V A L A K E S U N I T T k 0 P ! AT BOOK SHEE , OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY, FLORIDA CAPTION A PART OF SECTION 17 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL ADOPTION AND DEDICATION THIS IS TO CERTIFY THAT R.G.M. PROPERTIES, INC. A CORPORATION UNDER THE LAWS PARCEL A COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: OF THE STATE OF FLORIDA IS THE LAWFUL OWNER OF THE ABOVE CAPTIONED LANDS , FOR A POINT OF BEGINNING COMMENCE AT THE NORTHWEST CORNER OF HENCEFORTH TO BE KNOWN AS SELVA LAKES UNIT TWO AND THAT IT HAS CAUSED THE SAME TO BE SURVEYED AND LOT 22 , SELVA LAKES AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE SUBDIVIDED AND THIS PLAT MADE IN ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT PUBLIC RECORDS OF SAID COUNTY; THENCE ALONG THE WESTERLY LINES OF SAID OF SAID LANDS. ALL ROADS AND EASEMENTS FOR DRAINAGE, UTILITIES, SEWERS SHOWN UPON THIS PLAT ARE HEREBY SELVA LAKES THE FOLLOWING FIVE COURSES : S.06918 ' 00"E. A DISTANCE OF 97 . 91 =RREVOCABLY AND WITHOUT RESERVATION DEDICATED TO THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA AND ITS FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVIMG A RADIUS OF 212 . 32 SUCCESSORS. ALL J.E.A. EASEMENTS ARE DEDICATED TO THE JACKSONVILLE ELECTRIC AUTHORITY AND ITS SUCCESSORS FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF FOR USE IN ITS UNDERGROUND DISTRIBUTION SYSTEM. S. 69919 ' 52"W. AND A CHORD DISTANCE OF 36 . 13 FEET; THENCE S. 25933 ' 00"E. A DISTANCE OF 60 .00 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 152. 32 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A IN k:ITNESS WHEREOF R.G.M. PROPERTIES, INC . , HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT, BY CHORD BEARING OF N. 74904 ' 30"E. AND A CHORD DISTANCE OF 50 . 94 FEET; THENCE AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS, IN ITS NAME AND WITH ITS CORPORATF SEAL kF I`ED THIS - 5. 06918 ' 00"E. A DISTANCE OF 100 . 00 FEET TO THE SOUTHWEST CORNER OF LOT 23 DAY OF A.D. , 1986a OF SAID SELVA LAKES ; THENCE S. 64913 ' 12"W. A DISTANCE OF 53 . 18 FEET; THENCE S. 05927 ' 06"E. A DISTANCE OF 108 . 90 FEET; THENCE N. 69934 ' 00"E. A DISTANCE OF 83 . 50 FEET; THENCE S . 80927 ' 00"E. A DISTANCE OF 51 . 20 FEET; THENCE R.G.M. PROPERTIES, INC. S. 09911 ' 00"E. A DISTANCE OF 37 . 20 FEET; THENCE N. 75952 ' 00"E. A DISTANCE OF 46 . 40 FEET; THENCE S. 31916 ' 00"E. A DISTANCE OF 66 . 10 FEET; THENCE S. 39956 ' 00"W. A DISTANCE OF 58. 90 FEET; THENCE S. 57940 ' 00"E. A DISTANCE OF 70 . 22 FEET; THENCE S. 25909 ' 06"W. A DISTANCE OF 121 . 14 FEET; THENCE S. 81 9 38 ' 01 "W. A DISTANCE OF 99 . 15 FEET; THENCE N. 879 1 1 ' 1 3"W. A, DISTANCE OF 79 . 93 FEET; THENCE S. 71956 ' 06"W. A DISTANCE OF 75 . 98 FEET TO A POINT ON A WITNESS - PRESIDENT WITNESS CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 110 . 00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S. 45907 ' 49"E . AND A CHORD DISTANCE OF 119. 68 FEET; THENCE S . 06918 ' 00"E. A DISTANCE OF 62 . 00 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER UUI,Y 170 . 00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD COUNTY OF DUVAL AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, KASEM A. N. REYHANI , BEARING OF N. 78930 ' 54"W. AND A CHORD DISTANCE OF 36 . 23 FEET TO A POINT OF PRESIDENT OF R.G.M. PROPERTIES, INC. , A CORPORATION UNDER THE LAWS OF THE STATE OF- REVERSE CURVE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE FLORIDA, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING DEDICATION AND Wi.0 SOUTHEASTERLY HAVING A RADIUS OF 25 .00 FEET, A CHORD BEARING OF ACKNOWLEDGED 'BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER FOR THE USES AND S . 77944 ' 38"W. AND A CHORD DISTANCE OF 24 . 89 FEET TO A POINT OF REVERSE PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID CORPORATION. CURVE; THENCE SOUTH E:RLY ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 50 . 00 FEET, A CHORD BEARING OF S . 74930 ' 41 "W. AND A CHORD WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE BEACH, IN THE COUNTY OF DUVAL AND STATE OF FLOVIDA, DISTANCE OF 44 .82 FEET; THENCE S. 06918 ' 00"E. A DISTANCE OF 105 . 80 FEET TO THIS DAY OF AD. 1986 . THE NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, AS NOW ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED IN PLAT BOOK 10 , PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS; THENCE S . 83942 ' 00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A DISTANCE OF 135 . 00 FEET; NOTARY PUBLIC STATE OF FLORIDA AT LARGE THENCE N. 06945 ' 00"W. , PARALLEL WITH AND 40 . 00 FEET EASTERLY OF WHEN MY COMMISSION EXPIRES: MEASURED AT RIGHT ANGLES TO THE EASTERLY LINE OF BLOCK 61 ROYAL PALMS UNIT ONE, AS RECORDED IN PLAT BOOK 30 , PAGES 60 AND 60A OF THE AFOREMENTIONED PUBLIC RECORDS AND ITS NORTHERLY EXTENSION, A DISTANCE OF 920 . 03 FEET; THENCE N. 83942 ' 00"E. A DISTANCE OF 284 . 75 FEET TO THE POINT OF BEGINNING. DEDICATION FOR MORTGAGEE THIS IS TO CERTIFY THAT JACKSONVILLE FEDERAL SAVINGS AND LOAN CONTAINING 6 . 39 ACRES MORE OR LESS. ASSOCIATION, A UNITED STATES CORPORATION, BEING THE MORTGAGEE OF THE LANDS DESCRIBED IN THE FOREGOING CAPTION OF THIS PLAT DO HEREBY JOIN IN AND MAKE OURSELVES A PARTY OF THE ADOPTION AND DEDICATION OF SAID LANDS AND PLAT FOR THE USES AND PURPOSES THEREIN EXPRESSED. IN WITNESS WHEREOF, JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, HAS CAUSED 'THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT BY AND WITH THE AUTHORITY OF ITS BOAPD OF DIRECTORS, IN ITS NAME AND WITH ITS SEAL HERETO AFFIXED THIS DAY OF , A.D. , 1986 ° CAPTION A PART OF SECTION 16 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL PARCEL B COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF LOT JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION 52, SELVA LAKES AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTHERLY ALONG THE WESTERLY RIGHT OF WAY LINE OF PARK SIDE DRIVE OF SAID SELVA LAKES, SAID RIGHT OF WAY LINE BEING A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 185 . 00 FEET, A CHORD BEARING OF S. 01948 ' 50"W. AND A CHORD DISTANCE OF 55. 83 FEET TO THE POINT OF BEGINNING; THENCE S. 79930 ' 28"E. A DISTANCE OF 55 . 00 FEET TO A POINT ON A CURVE CONCAVE WITNESS PRESIDENT WITNESS EASTERLY HAVING A RADIUS OF 140 . 00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S. 06926144"E. AND A CHORD DISTANCE OF 81 . 57 FEET TO A POINT OF REVERSE CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 250 . 00 FEET A CHORD BEARING OF STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER S.08939 ' 20"E. AND A CHORD DISTANCE OF 127 . 11 FEET TO A POINT OF REVERSE COUNTY OF DUVAL DULY AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, CURVE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE EASTERLY HAVING A W. M. MASON, JR, , PRESIDENT OF JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, A RADIUS OF 180 .00 FEET A CHORD BEARING OF S.00906 ' 50"E. AND A CHORD DISTANCE UNITED STATES CORPORATION, TO ME WELL, KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING OF 38. 79 FEET TO THE NORTHELRY RIGHT OF WAY LINE OF THE PLAZA, AS NOW DEDICATION AND WHO ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY AS SUCH OFFICER ESTABLISHED AS AN 80 FOOT RIGHT OF WAY BY SECTION NO. 2 SALTAIR, AS RECORDED FOR THE USES AND PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL SEAL OF SAID IN PLAT BOOK 10 , PAGE 15 OF THE AFOREMENTIONED PUBLIC RECORDS ; THENCE CORPORATION. S. 83942 ' 00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, A DISTANCE OF 79 . 48 FEET TO A POINT ON A CURVE CONCAVE EASTERLY HAVING A WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE, IN THE COUNTY OF DUVAL AND THE STATE OF FLORIDA, RADIUS OF 130 . 00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A THIS DAY OF A.D. , 1986 . CHORD BEARING OF N. 09914 ' 12"E. AND A CHORD DISTANCE OF 69 . 64 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N. 24946 ' 23"E. A DISTANCE OF 22 . 91 FEET; THENCE N. 13916 ' 15"W. A DISTANCE OF 97 . 03 FEET TO THE POINT OF' CURVE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 195 . 00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF N. 01923 ' 21 "W. AND NOTARY PUBLIC STATE OF FLORIDA AT LARGE A CHORD DISTANCE OF 80 . 30 FEET TO THE POINT OF BEGINNING. CONTAINING 0 . 37 MY COMMISSION EXPIRES• ACRES MORE OR LESS. r. M S E V K E S U 0 A. PLAT BOOK PRI:4;g SHEET OF SHEETS A PART OF SECTION 16 & 17 , TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY FLORIDA 0 CITY COUNCIL APPROVAL V EXAMINED AND APPROVED BY THE CITY COUNCIL OF ATLANTI,- BEACH �► 'HIC---------DAY 0;: ---------------------A.D. 1 86. N 83042'000 E 284.75 - T -�- ---J-- ELEVENTH t l I"' STREET 60' R/W --------------------------- ------------------------ o - -57 - --1 --- I I 1 I I • I I --- D.B. 176] PG. 1 8 --- ---- -- - - -- --- -- MAYOR CLERK - T s � I I I T ;0 � I 21 20 19 18_�'- 17 16 II 15 1454 II 1356 12 59 22 II 11 1I III 6 1I 5 4 I 2 II 110I 3 , ! / -- S 25033'00" E 60.00 SEL V � I 61 L�KES CIRC CERTIFICATE OF CLERK LE ------ --- - -- �., I = I 27 62 8 8 I --_ 103 ' 04 •� S 124 25 1 26 28 'a. I HEREBY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT AND THAT 63 I I IT COMPLIES IN FORM WITH THE REQUIREMENT OF CHAPTER 177, FLORIDA 38 `, ———--- �/ 102 �, `'13 1 9 (.�� STATUTES, AND THAT IT IS FILED FOR RECORD IN PLAT BOOK------,PAGES------- 64 2 37 A�, � IN THE PUBLIC RECORDS OF DUVAL COUNTY, I-LORIDA THIS_----- uAY OF --- .- - S 64'13'12"W 53.18 — p N.- I ------------------ A.D. 1986. 65 101 `'' 30 36 ---- -—--- --- -- ---- g N + E 5%.20 / \ ----------------------------- ------------------------------- Z 66 -100^- - w1h t'a' •2'+�E 31 / 1 35 I CLERK DEPUTY CLERK CD �„ 5 3120 32 41 99 + - 42 -- 67 -— — - 5��>> �,�» 46.40 33 ' 34 43 � 139z I � N 15 52 cn � a — ---- 94 / -o 68 1 9 93 44 -10� � 3 69 �98 �7 96 I95 � � ,�„ E 66.�� m CL o = -- ---- -- / 92 S31 is � z N 8 01 C) 45 �- o a - -- \\/ 91 s 39.56'00"w � O = N °C z 46 �,.� CD CERTIFICATE OF SURVEYOR 0 71 - - L c m ----- -- 1 90 S 570 �, '-' LJ M _ 72_ - - "E 702? 47 ' S0 51 c N THIS IS TO CERTIFY THAT THE UNDERSIGNED IS A CURRENTLY LICENSED AND -j I i g m i � 89 ,� � � 52 � m REGISTERED LAND SURVEYOR IN AND BY THE STATE OF FLORIDA AND AS SUCH J DOES HEREBY CERTIFY THAT THIS PLAT ISR TRUE AND CORRECT REPRESENTATION 74 ;83 184 85 186 88 �~� of SCA W OF THE LANDS AS SURVEYED UNDER HIS RESPONSIBLE DIRECTION AND SUPEkVISICN; 87 ti �irlt E�,,cE n +1b' THAT THE SURVEY DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177, 75 I RE DEQ S19 FLORIDA STATUTES RND FURTHER CERTIFIES THAT PERMANENT REFERENCE MONUMENT%; _ S 81.38'01"W '�7�ro��a HAVE BEEN SET AND PERMANENT CONTROL POINTS WILL BE SET ACCORDING TO THE 99,15 pnG,, REQUIREMEN 7 S OF S,,ID CHAPTER 177. 76 �3 S 71.� h1310w Q 7498 � �, ►� � WITNESS MY SIGNATURE AND OFFICIAL SEAL THIS-----DAY OF---------------A.D. , 198a. - - -- \4 W 78 / _ '� H. R. DURDEN & ASSOCIATES, INC. 8 ,. K` s gcJ ��. vQ, J c 9 c `'N ?�' 80 + c� ----------------------------------- - Lai ' REGISTERED LAND SUkVEYOk, N0. 16 a p � 8 a� O S ATE �r r' i'KIi -i � � V 82 i N N 83042'00" E 902.00 S 83042'00"W 135.00 S 83042'00"W THE PLAZA 79'48 BY SECTION NO. 2, SALTAIR P.B. 10 PG 15 x b RFS 44 y. SELVA LAKES UNI THREE PLAT BOOK -44- PAGE fg�? A PART OF SECTIONS 16 AND 17, TOWNSHIP :". SOUTH` RANGE 29 EAST DUVAL COUNTY, FLORIDA* CAPTION A PART OF SECTIONS 16 AND .17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, ATLANTIC BEACH, DUVAL ADOPTION AND DEDICATION THIS IS TO CERTIFY THAT R.G.M. PROPERTIES , INC . , A CORPORATION COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF UNDER THE LAWS OF THE STATE OF FLORIDA IS THE LAWFUL OWNER OF THE ABOVE BEGINNING COMMENCE AT THE INTERSECTION OF THE EASTERLY BOUNDARY OF LOT 820 SELVA LAKES UNIT TWU, AS CAPTIONED LANDS, HENCEFORTH TO BE KNOWN AS SELVA LAKES UNIT THREE AND THAT IT HAS CAUSED THE SAME RECORDED IN PLAT BOOK 43 , PACES 11 , 11A AND 11B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, TO BE SURVEYED AND SUBDIVIDED AND THIS PLAT MADE IN ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT OF SAID LANDS. ALL ROADS AND EASEMENTS FOR DRAINAGE, UTILITIES, SEWERS SHOWN FLORIDA WITH THE NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, AS NOW ESTABLISHED AS AN 80 FOOT RIGHT OF UPON THIS PLAT ARE HEREBY IRREVOCABLY AND WITHOUT RESERVATION DEDICATED TO THE CITY OF ATLANTIC WAY AND AS SHOWN ON THE PLAT OF SECTION No. 2 SALTAIR, AS RECORDED IN PLAT BOOK 10 , PAGE 15 OF SAID BEACH , DUVAL COUNTY, FLORIDA AND ITS SUCCESSORS. ALL J.E.A. EASEMENTS ARE DEDICATED TO THE CURRENT PUBLIC RECORDS; THENCE N.06° 15 ' 00"W. , ALONG THE BOt�NDARY OF SAID SELVA LAKES UNIT TWO, JACKSONVILLE E4ECTRIC AUTHORITY AND ITS SUCCESSORS FOR USE IN ITS UNDERGROUND DISTRIBUTION SYSTEM. DISTANCE OF 105 .80 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHERLY RIGHT -OF WAY LrNE OF SELVA LAKES CIRCLE, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 50.00 FEET; THEN,'E NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF N. 74. 30 ' 41"E. AND A CHORD DISTANCE OF IN WITNESS WHEREOF R.G.M. PROPERTIES, INC. , HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS 44 .82 FEET TO A POINT OF REVERSE CURVE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 25 .00 FEET; PRESIDENT, BY AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS , IN ITS NAME AND WITH ITS CORPORATE THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG THE AFORESAID RIGHT OF WAY LINE OF SELVA LAKES CIRCLE, A CHORD BEARING OF N. 77. 44138"E. AND A CHORD DISTANCE OF 24.89 FEET TO A POINT OF SEAL AFFIXED THIS DAY OF A. D. , 1988 . REVERSE CURVE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 170 .00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF S. 78" 30 ' 54"E. AND A CHORD DISTANCE OF 36 . 23 FEET; R.G.M. PROPERTIES , INC . THENCE N.06018 ' 00"W. A, DISTANCE OF 62 .00 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF THE AFORESAID SELVA LAKES CIRCLE, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 110 .00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF N. 45.07 ' 49"W. AND A CHORD DISTANCE OF 119 .68 FEET TO THE SOUTHWEST CORNER OF LOT 83 , OF AFORESAID SELVA LAKES UNIT TWO; THENCE, DEPARTING FROM SAID RIGHT OF WAY LINE OF SELVA LAKES CIRCLE AND CONTINUING ALONG THE BOUNDARY OF SAID SELVA LAKES UNIT TWO, THE FOLLOWING FOUR COURSES: ( 1) N.71'56 ' 06"E. A DISTANCE OF WITNESS KAZEM . A . N. REYHANI WITNESS 75 . 98 FEET; (2 ) S . 87' 11 ' 13"E. A DISTANCE OF 79 . 93 FEET; (3) N. 81' 38 ' 01"E. A DISTANCE OF 99 . 15 FEET; (4) N. 25'09 ' 06"E. A DISTANCE OF 121 . 14 FEET; THENCE N. 16. 50 ' 36"E. , DEPARTING FROM SAID BOUNDARY OF SELVA LAKES UNIT TWO, A DISTANCE OF 39 .59 FEET; THENCE N. 57. 53 ' 36"E. A DISTANCE OF 51 .87 FEET; THENCE S.58' 47 ' 58"E. A DISTANCE OF 45 .90 FEET; THENCE N. 36"01 ' 36"E. A DISTANCE OF 35 . 24 FEET; THENCE STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER N.88017 ' 33"E. A DISTANCE OF 35 . 93 FEET; THENCE S.68'47 ' 40"E, A DISTANCE OF 36 .18 FEET; THENCE COUNTY OF DUVAL DULY AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, S. 14° 26 ' 11"E. A DISTANCE OF 24 . 13 FEET; THENCE N.88' 16 ' 30"E. A DISTANCE OF 21.61 FEET; THENCE KAZEM A. N. REYHANI , PRESIDENT OF R.G.M. PROPERTIES , INC. , A CORPORATION UNDER S.43' 38 ' 30"E. A DISTANCE OF 68 . 83 FEET; THENCE S. 16° 50 ' 54"W. A DISTANCE OF 33 .50 FEET; THENCE THE LAWS OF THE STATE OF FLORIDA, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED S.57017 ' 42"E. A DISTANCE OF 41 . 44 FEET; THENCE S.81' 49 ' 33"E. A DISTANCE OF 77.99 FEET; THENCE THE FOREGOING DEDICATION AND WHO ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND N.82' 23 '04"E. A DISTANCE OF 122 .66 FEET; THENCE N. 43057 ' 28"E. A DISTANCE OF 43 .07 FEET; THENCE VOLUNTARILY AS SUCH OFFICER FOR THE USES AND PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO N.72'00 ' 19"E. A DISTANCE OF 84 .92 FEET TO THE POINT OF INTERSECTION WITH THE WESTERLY RIGHT OF NAY THE OFFICIAL SEAL OF SAID CORPORATION. LINE OF PARK SIDE DRIVE, AS SHOWN ON THE PLAT OF SELVA LAKES , AS RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE AFORESAID CURRENT PUBLIC RECORDS , SAID POINT BEING ON A CURVE CONCAVE WESTERLY H&VING WITNESS MY SIGNATURE AND OFFICIAL SEAL AT ATLANTIC BEACH, IN THE COUNTY OF DUVAL AND STATE OF A RADIUS OF 185 .00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF :..04059 ' 29"W. AND A CHORD DISTANCE OF 35 . 47 FEET TO THE NORTHWEST CORNER OF PARCEL "B" , AS PLATTED FLORIDA, THIS DAY OF A .D. , 1988 . BY THE AFORESAID SELVA LAKES UNIT TWO, SAID NORTHWEST CORNER OF PARCEL "B" BEING A POINT OF REVERSE CURVE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 195.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID WESTERLY RIGHT OF WAY LINE OF PARK SIDE DRIVE, A CHORD SEARING ROTARY PUBLIC' STA"'F OF FT,nRInA AT T A?GF. rt I• . wle., ern t r+Rrne�n �z err;►rf� Vin , . r+ FF m •,.,, n`�� I+ i!"t rF "T-IRVP'; 'TMT.NG . $ COMMISSION EXPIRES: S. 13" 16 ' 15"E. A DISTANCE OF 97 .03 FEET; THENCE S. 24*46 ' 23"W. A DISTANCE OF 22 . 91 FEET TO A Iv'j .r6. CURVE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 130 .00 FEET; THENCE SOUTHWESTERLY ALCf&G THE ARC OF SAID CURVE, A CHORD BEARING OF S.09014 ' 12"W. AND A CHORD DISTANCE OF 69 .64 FEET TO A POINT OF INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF THE PLAZA, AS RECORDED IN THE AFORESAID SECTION No. 2 SALTAIR; THENCE S . 83' 42 ' 00"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE, I+ DISTANCE OF 902 .00 FEET TO THE POINT OF BEGINNING. CONTAINING 6 . 25 ACRES MORE OR LESS. CERTIFICATE OF CLERK I HEREBY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT AND THAT IT DEDICATION FOR MORTGAGEE THIS IS TO CERTIFY THAT JACKSONVILLE FEDERAL SAVINGS AND LOAN COMPLIES IN FORM WITH THE REQUIREMENTS OF CHAPTER 177 , FLORIDA STATUTES AND ASSOCIATION, A UNITED STATES CORPORATION, BEING THE MORTGAGEE OF THE THAT IT IS FILED FOR RECORD IN PLAT BOOK PAGES IN THE PUBLIC RECORDS OF LANDS DESCRIBED IN THE FOREGOING CAPTION OF THIS PLAT DO HEREBY JOIN IN AND MAKE OURSELVES A PARTY DUVAL COUNTY, FLORIDA THIS DAY OF A.D. , 1988. OF THE ADOPTION AND DEDICATION OF SAID LANDS AND PLAT FOR THE USES AND PURPOSES THEREIN EXPRESSED. IN WITNESS WHEREOF, JACKSONVILLE FEDERAL SAVINGS AND LOAN ASSOCIATION, HAVE CAUSED THESE ' PRESENTS TO BE SIGNED BY ITS PRESIDENT BY AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS, IN ITS NAME AND WITH ITS SEAL AFFIXED THIS DAY OF , A.D. , 1988. CLETtR DEPUTY CLERK CITY COMMISSION APPROVAL EXAMINED AND APPROVED BY THE CITY COMMISSION OF ATLANTIC BEACH, FLORIDA, THIS DAY OF A.D. , 1988. WITNESS W. M. MASON, JR. WITNESS. CLERK MAYOR STATE OF FLORIDA I HEREBY CERTIFY THAT ON THIS DAY PERSONALLY APPEARED BEFORE ME, AN OFFICER COUNTY OF DUVAL DULY AUTHORIZED TO ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENTS, W. M. MASON, JR. , PRESIDENT OF JACKSONVILLE FEDERAL SAVINGS AND LOAN CERTIFICATE OF SURVEYOR THIS IS TO CERTIFY THAT THE UNDERSIGNED IS A CURRENTLY LICENSED ASSOCIATION, A UNITED STATES CORPORATION, TO ME WELL KNOWN TO BE THE PERSON DESCRIBED IN AND WHO AND REGISTERED LAND SURVEYOR IN AND BY THE STATE OF FLORIDA AND AS SUCH EXECUTED THE FOREGOING DEDICATION AND WHO ACKNOWLEDGED BEFORE ME THAT HE EXECUTED THE SAME FREELY AND VOLUNTARILY FOR THE USES AND PURPOSES THEREIN EXPRESSED AND THAT HE AFFIXED HERETO THE OFFICIAL DOES HEREBY CERTIFY THAT THIS PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS AS SURVEYEDAND OF SAID CORPORATION. UNDER HIS RESPONSIBLE DIRECTION AND SUPERVISION AND THAT THE SURVEY DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177 , FLORIDA STATUTES , AND FURTHER CERTIFIES THAT PERMANENT REFERENCE WITNESS MY SIGNATURE AND OFFICIAL SEAL AT JACKSONVILLE, AVE BEEN AND PERMANENT CONTROL POINTS WILL BE SET ACCOIN THE COUNTY OF DUVAL AND THE STATE OF [MONUMENTS H ACCORDING TO THE REQUIREMENTS OF SAID FLORIDA, THIS DAY OF A.D. , 1988 . CHAPTER 177. H. A. DURDEN 6 ASSOCIATES , INC. 1103 SOUTH THIRD STREET JACKSONVILLE BEACH, FLORIDA NOTARY PUBLIC STATE OF FLORIDA AT LARCR MY COMMISSION EXPIRES: SIGNED THIS DAY BY: OF A.D. 1988 . JERRY M. SIZEMORE REGISTERED LAND SURVEYOR NO. 4177, STATE OF FLORIDA r SELVA LAKES UNI THREE [PLAT BOOK -!!!t4- PAGE 60*4 SHEET 2 of " BEETS A PART OF SECTIONS 16 AND 17, TOWNSHIP SOUTH, : RANGE 29 EAST DUVAL COUNTY, FLORIDA. _SE7) G.�/ 5eSL VW NI0.R/,/.4 rJN�T OLL1/' BOOS' 2i PWC76 27 / OE�/O7E.5 i'EyfM.4.t/�,.ti, ' �'EFfPF1c.�'r=" /��'�t,�/rti'''iE�✓,�' t RG�E.�/c�lES ,Q,4�y,QL Z- NOTICE: THERE MAY BE 4-IN10L,4J"TEp q,nE,q SEC / ADDITIONAL RESTRICTIONS THAT Tom' /7 ARE NOT RECORDED ON THIS PLAT ��• � THAT MAY BE FOUND IN THE PU®LIC _ RECORDS OF THIS COUNTY. cax? le c &1-4 /v5 si�kC' T4N�E�vj c�,en e�r�o�•4,�z� O �` Q C6 �2•�'c?':3i ' ��.oC?' ��. Vii' � r,3' /�l9' S54 w - C9 4743 Z3.9(o• 4719* S 7/ 34'06"K� C/O 2t''�'77" i,o5.�X` 5797 29•x`3" 57.;07 a 7i'.3� r�8"�/ 0'��-45" 2i�0.0� 38.93 r9.�,� 38.73 89 4�'2'9"K/ Ct2 3 r�•�'.�.. �-aoaa� 39.78' 2a o3. 9.to5S c/3 2o.46' 4o.w&' � x•.30'©7"W � `'t rv�r O ''�,a9. s,. •�v3F ��..� S E� L.4�'�5 � P�,Q f_3 av K �3, f'•�� ri rit,4wG��(��3 \ �V` r�r� 9.? ?`s �, �, a '7/0 79 ��. ?i3 rte. 79.9It • Ol' 5.79•�3.3o-v�/ R 3 iacm !05U} 4,rx's �79. 5a 3 -.44.2h 5✓- � -_ _ - __ 9 ~ �«� �;� ,,•�°�� n�• tom. .--.. --.. � �^, _. '''� t � � U� 0 �. __ . . __-----.._____ - ____ , S�C� =4.55 62 Nj } V �> N a °°o a -'sem 's� ,.� ,a �,r.•�r G- �35`�4. - _ - .• :LD' •44'232 - ... \ � .,, 35 moo' � 35 00_ 'SS•�' OD ,� Gr�•t X35' .J3 � � Nr 55L V,4 L A 1<e4ES G%r4�CL� 1 AV Qc Zs � .�4®?3cr , �? •• • 8�•38 oZ� wf r; '� W �- �• 5�•- 3a.52 34,52' �d.:32' p ; i ?m�:� � m m1a _'� � '�'� � C � � • a -' � � � c� G � � � � � �X11; ��7 �V 9 � h � t11 ' el i 15� 5 D�4 �� i5Z Jae 15n 14' 1'47 /4� i45 44 ;X43 i 2 • • 34. 34.50' 34.5o' 34.So 34. aO" •5 y /y � !4. 34.50 34-S0'_ 34.So' 34.5G 34.50• 34.So' � • i vT ,-� s 630 42'00" A, SELVA LAKES UNI THREE . LAT BOOK .—:- PAGE A PART OF SECTIONS 16 AND 17, TOWNSHI? 2 SOUTH, RANGE 29 EAST DUVAL COUNTY , FLOP.IDA* 4evr AlWIAA�'> 4,27 A./,'�5 '-c 'Are pp 'D NOTICE: THERE MAY BE 0q, u _J,4Q V�: &F A ADDITIONAL RESTRICTIONS THAT C4/9✓VIC o4r,-rA RAolil.5 ARC ARE NOT RECORDED ON THIS PLATC/ zZ*11*47- /92.47 74.5-eo- 3775' 74. ,x•0. 650 THAT MAY BE FOUND IN THE PUBLIC 00-10 cz 000m,01, 37'9.90' 4.20' Z 4.00- 5740 12 3"1- RECORDS OF THIS COUNTY. C3 (4�0500- 25-00' 2753 15-315- ztp A,/ '59"07 oz-w 001 2500 /Z.00* 410.1 251t�' A,./4,51 ZI 4_19 8,02, �,1 ) C5 X3.34.53" 15-0531 C4 03011,00- 18.-33' 18-33 N. 7:59141,4,4 C7 ol'14'.W 242.47 1> Q% 0 0 se N ' fi 0 t � lot,1 �0 — 4 � A oo -54 .4o rj pot 1,7 eA 6 1 ,4 0 2 14 SOO'/ i s 5 .�; 2 7.3 .{' 4? c� t t 64. Z 4 iAl -5b2 4 3 16,32' A 2,7 70 o 4 '14 5) 1`' 1 ! '�f t` .0 of V - r=7 j7 c 4) jW J ?3 4f-1 13±1-ICK IJ 14 I 2c" 0 40 loo j �A.' 41'\7 coo 75 A, Aer d 271. 1 ;?-5 92 Ws 3114 2 00 2 .43Z5 2AP,9 n 7.2- --lZ 00 oib f 2, 40/ 4p 5JE7L V,4 L 4t rc)3 35, N 2,00• 20--1 W, k) x -1 24' 34.50 34 NV 4. - zoi 30, 4,qc r*i",— I I Kin 75 -to j � N I p , I C, 041 Cl:3 7) 14." 45 3,; j 3,1 5C 4 3 4-50' 5a 34-t0' -34,50' 34�J 34 fX" 34. �tru W, �-AWPPI f U-6, tjCOJ LA _ _^ __ • , 1 1OT 1 �\ •' • Hate000 \\\ 14- -Y�c WF- _ • � y . gab ,. �k ��, " u op l �Scl� t�K- i_ AX • • .�.- `• •. . gob •. TYPICAL PLANTING PLANS JUHL� 6p, ' '. ' • �'u lel, �� 11' �u�-�l-1 1�1 CP • � ' .fib• • : ' . . • • • •• �b •• , �ig�lid� O�� -I•,�� U grenville & meuse ;nr,. SEZ. VA ZAAOOE 5 ZI(Il /77-- RZiE IPZ,4 1- eooK P,46E A /:�41P T o� sECTioA/s 16 AX10 17 Tow.vsyi o 2 �'OG/T/-1, •'P�1�/C�E' 29 EAST OL/!/.4L COU�l7; �L.O•Q/,d.4. pp o c�! 74�3L.E �� ,,�• Cag✓E PELTA R40/U5 ARG T,�iV4C'ENr C/qOR/>' Cf-�OrPD B�lal�/rte C/ 22•ll'47" /9Z.47' 74.510' 37.75' 74.10 l ' 425 /3"E.379. 04.207/ 00380/ C3 (03'°0500' 25.00' 27 53 /5.35 Z� /lo' X1.59.07'02"{V / G)• \lD c4 2703o'07- 2500' 12.00 j/ o � C5 35.34'53" 25.00' 1553' 8.02' 1.526, n/45" 2/'59""4./ m � ��8 C(o 0301//100" 32�.9l0' 18.33' �l7' /8.33' /,/ 754/'44"w C7 o/"/4'3o" 242.47' 5.210' :5. v 0 �jv�Ms o To Y-A-, Iv "8 ��, ,o � �j• G� �� o,�y�,�Q.2 .�oi% � � 49 � mss. ss�,�,,9 A-� U 0 \ v t . \O N SA, �J�7 x.02 .✓ 3 4TTE U�v, 4 I . ;Z o � AG�G= 7� 5D 4/4 SECT/oQE-4 �\1 1154' 20.10 ' _ •/742~� o9o2- '�l AR64. �"E 5.824 3"'W �Q� . 5.02 27 Q5 ,4,g47' c� V v �'2� 1g�2 4.�'=35.52' ARe"2770 31 / �. S8/�Q9, �I 0h p "00'02.. 9 I /22 32 O '04'E /22w(o' - 04°29.07 v✓ so �2 .82 23 7 3(0' h�� Svc a44 (� 0 /� _ oho Z1. 35.01' 38.79 2 X30 � 1 0 � - 4 7 r = L N W `V 0 , . �q �2� Lq MR 1poc /2 �/oi 23"Z . � ( , lD' ,aRc=80.88' mNk GQ P ti ^ . n 0 40 � 829.229 h40 Q oo •� • s c-��`'�� N.8 i '5p / a=230 9.4 j. C/ 0) 4 .w X8'53.. �-3, �b � � � a 0 � o � � •�-- o � 's. � 5 8 42'00'tN 28/43' .4Q59. z3 z 4�c•� `, ,� l � �- C 3j 265. C� I Q 21.85' 35.00' 38.78' 39.00 40.o0 25.9 ' CN= 249.30' 4QC=00255,65- 4 3. 'o-o- , } tib ..? 83"42'0+0"1V 2c�.<o_� R Zvi N , ti 329 � ��'�! (.-r- i 4 3.72 �, e ,93 Q= SEL. V� L.�I.��S C/PCZ-E 4) m4)� �� km �. w �� :R=z4za� N op Mt N1 mm N NpOo N N '`/ 9335• 5.83"4200'_ ✓ -- 203.98 _ u11 °a �V lr �v ° 1' N�a G� �inM N 29.24" 34.50' 34.50 34.So' V b` N �. a0 �V am na� ti 34.50' 30.74' �N op U O 8 , Q Q 8 S. 22�.23��v o G. Dk � 'v✓ 0 ' D �o1/2 Q � �' �0 C�=CoIJC04' m 0 / /43 /42 Z- l3� .5 l3lo 134 i l32 • QRc= 700' N -s � 13/ j _ 31,04,22„ I Q 34.50" 34.50' 34.50" 34.5o' 34.50' 34.50' 34.50 34.5v' 34.50' 34.50' 34.50' 3.4.x" 34.50'o 39.50' _�- - ti B 3� 42-74>6..E 90 2.00. cZs ' ct �- -- - � •_ v fjY SEcjio.�/ ,�o. 2, SQA T4 IR, 1045f /81 �. /_3 PRE��E� fjY //03 So�T�/ Tyi,Qo ST•��El SEZ. V,4 ZAA�E5 t.M// 7/z,R4� E PL,Q T �DO� PQCE A 1::WR T o� 16 41v0 17, 7O- A/^/,5W//z2 2 SOL/T� R,4NC7E 29 Z.451, DI-IVOZ CoUit/7-x' FL O•P�,eD 4. lJivPLQTTEO QRE.4 SECT/O�/ /7 PRWW CURVE OELT.Q t?�10/[5 <I�G' TAN�E�/T C�ORl CNO.Pl> "A,4/rc/�j C /20-50,5/" 50.00' //.Zi' S�o3" //./9" S.54'/8'32-l•v O �` m o W 8 C9 Zo°o7 47" /35.x' 47.43 Z3.96" 47/9 S. 7/°34 C/O Zo•o7 47"" /4p5.00 5797' 29.29' 5767' 5. '71"34'08"W. C// 20•/x'45" 11o.00' 38.93' . l'9.407 38.73' ^166013'37-0,1 ��,. ons Wv` /40.00' 39.78" 20.03' 39.(o5' 5.89440'29-K/ C13 13'44'1/ 70.00' 40-76' 2o.48 114 I \ PLA f. .0,O.- 43, FADE /i //.4 QNJ� 23 G' �R) 9 ,0 Noo. ,4,P ,i 87 V ajz�• .j► o h I �') -a� E• 8� /��3 o0 5� 2is I -5.749013'-20-kV CR ?/ 3 �e. 79 9 O/"E. n/. alo360�" X43• /L/.8 l05 29.i5' 3500' 35.00 N.CN 53 • •� 3j ��` `s.9 7 O l l Z �� C=38 79' d=44 2/o S/ ♦ 41 Q QQj 0 'I 37. 0 0 8o 120 t ° app 0 7 log �o� p l° m 19.14'3� _._.""'_-_ 4_.� l � 1, , 4a 2 40 O). ,c p o S 0 8 s,- S oa,•3,'32 w 45.22,29'45" 00 IS, 4) (a 11 � l e O^�'Qh m �, N N N ��^ �� d= g2' o 0• 9, , G U o � � � o •+� 0 � p ^� Ate• ~r lb X2.48 � 27 -� Sq. '.Pl �G. \ o ? 35.00" 35.Od' 35.x' 35.00" �'05•� �:20 N:�35.1� A2C°288�' 44.23'32 8'O l--e/ 4 2.�' R 1 4 �G CN.-Z x.43 7 4g Q �• 0 0 Jc'�L y.8 ,Z49.� AEC- 255.605' A-440 3' R_32,9.561 Oel C/2 5.8 38 --�= 2VA Cp 0. /2.25 10-to � Sao 142.�' 45 2 C •38"oi"w _ u1 c%3_ 5. 8 Q _ _. . ' io.` � a4 d °q a r �. 28.51 34.52 34.52 3 {n� tiJ mam m�U � � b � ti o a ° ° nj tV h �' d ° �� N CFV n � DNd 0 �� +�m' Q �,d �►' �:� Q� �0ti m , ma °� Vim ', m�� `�V� m ,oma p �4�° N m �Ne °� Nmc sv� N m v 0 Ifni �Vr� 0 6,�a - T '.a �? i 0 N o ern N N v Q P Q1 O � ry.s V n � N� ti ^�� n V a� V Q \ m Q -- 121F �ti ; �5G x_55 X54 X53 l� 152 c l49X48 147 /4� /45 144 a� vi 34 50' 34.50' 34.50' 34.50' 34.50' -34.50, 34. 34.50' 34.50 34.5o' 34.So' 34.50' 34.50- 3 4.5o' 34.-50- A/ 4.5o- 83 42"00"E. 90 2 QO . ,B>' sEC71-C3 1 A/o2, -5.-4,17-4/,-Q, �g/8i .�. /5 Bo 'R/w b P�EP.4.eE'o f3Y STREET 11A::5AW501- /iLLE &E,ICW �L 30000