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Y i i'�}. i , l,._/ f q C { , S t'La ` Fh 6 t P "t' F`ALil Ez. x✓� i • , l - ._._.. .....:,: r^,•••,•....•��, ' •'• I'll \ / r� DATE APPROVED 8Y DRAWING NU Ml6R .•... r 1 a. ..:..... r -. ., ........... ..... ...... _.,..._...,.:....................,....., III �I w u r w J 05 rq Vj -o SCALE I"= 100 __.. EDWARDS RC, B�' R W�_..___.____._._ d 8s. 13zo.S3 / �; S C7iON LINT '?� ti i 1# 5 K E TC H OF 5 U R✓ E Y THE NE. i/4 OF TIE NE 1/4 OF SECTION 29-35- 4-0 LESS RIGWTS go 0$r WAY. O '9 S — ,Q I j 1 �i i i ip � ` CERTIFICATE C}F _Sl3FZVEY0Ft 1i I, A,61 WEATHERINGTJN, HEREBY CERT,FY } THAT THE ABOVE: 5K TCIH REPRESENTS A � I d ( GORREC-T 15URVE:Y MA-r.7E JNQF-k M`f i 1 IRE;.Tt C N. FLORIDA C.E,PTt FICAT N 16,59 - LEGAL DE5CWTION ILy A St. Lucie County, Florida: I From the �lortheast corner of the Northea. t One -Quarter (1/4) of the 1 'j p i Northea,,t One -Quarter (1/4) of Section 2 , Township 35 Southi, Range 40 Ea t run West 40 feet; thence run Sol th parallel with th East 1 O Q Section line 450.63 feet to the Point of eginning; thence o� an angle of 90 degrees run West 130.50 feet- thence on an angle of 90 t i degrees run North 160.82 feet; thence on 3n angle of 90 dear es 05'50' as measured frorl South to West, rL I West 179.50 feet;r 1 w I thence on an angle of 90 degrees 05'50" m measured from Eas to 80 North ron North 250 feet to the South lim of an f- way for Edwards Road, said point beinq 4 feet South of the Jorth lineof said Section 29; thence on an an le of 90 degrees 05'50" as measured from South to West, run West alo the South right-o -way i A3" line for Edwards Road 499.49 feet to the P.C. of a curve; thence i run Southwesterly along said curve 454. feet to a point on the East line of a right-of-way to the North St. Lucie River Drainage District, said line beinq 24 feet East ol the West line of t e ilorthea;t Quarter (1/4) of the'Jortheast Quarter (1/4) of said _.._-___-... ____.-----_��_. _ _ �' Section 29; thence run South parallel wi h the West line of said j Northea,,t Quarter (1/4) of the northeast Quarter (1/4), 122R.5 feel r V to apoint on the South line of said !Jor heart Ijuarter (1/4)1 of the Northeast Quarter (1/4), said point einq 25 feet East f the 1 Southwest corner of the 1ortheast Quarte (1/4) of the Northeast i Quarter (1/4) P62.02 feet to a point 4 feet West of the Fast line of said Section 29; thence run Nort 877.11 feet to thf, Point of Beginning. -- -T Z wF'76i - S • IYDPT�/ ,c-OPk" - 70A1A/X1JL/ `zC-S FL4. — SCALE L�kVAIWr -- .3�Fa ,P0}�AL PALM WAY, PALMTTl3E�C/r, >=i,' DA71: �APP40VrU I3Y I � 3 7. rc V417-A) A/ S 100 01141 00 0 14 AX, X- 5S- ral ;00 00> Is 0 01 < < lz Q Voo'I" 001 01 1000% Z tei ti SI ^000 00.19 j/ N 1 4 7 oI x� 7 /0 s 4� + V C7 147 141 x 4 1- — TeJ13 jr- 1 : t71C 7-,5 jj��eqSe /)I �EAI 7 ZMau Svc IN 14 00i cc� /'© , �) e A/S L- -7 /ot/ S, C-s- 0. 5 QI oll 7 - S 7-,AiZ E E TS Fe; EIE 7-0 a4e /V TKP4'=-' U(,. 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I vFl, ,y f j A 1,V41 W U i �: , i k 41 �" I � I �Yf i� � ,.- , ', ,. = ..r • sr'J. `� s•r .d:y,. � " ¢ ��, `� M N p FJt'Uh9 OLC�, I , L. ✓ s RPOO-I" Al � �:. • 4L i£?� mlll 1EfL C E ii "• • (" flp4' a i.l I: Ir IIq:' `: rr Irk +,� t^°a'" t - .+� t i:' r @ '.,' V ',, �._. i. ,� 4.,. hw' a4x \9 PLAYGPOUt . A Cie,..r1-�.✓JLv.� ».- 41 If S a s -. • 4r: • x �.. t ' h ' s - 'r- !; 1�..3 Dl�'^.o E % i .w ... ,III10 ., :. .:^n, d° ' �, , , • - ,' r ';{ °`h ' v,. > nY,�.- e# , \ q \ (CA M E - i 15 7 le J1 +j • �I _d, I le a ;F: Vh. " .. an .. 0� ,, i v _, l► Q �.J I A _ "° �' ' A".-� , s `"'i` �'�, - 3n �: ..• t'a'K«R�-w� - i - , , F..1.^ ' C P Et�U ilo 2[~ 9 'p >LIIIf a:� ... s • i ` t . F J` t ..- v 4, `� �, ' .: 4s �'�S' ,� '�. -, I I, M M F. I @;:,3"T`�..L�i✓11_ r �sa�/1[:.C.t� 2:Iri� �S k Goo1 UT. S""`x { .: y • 750 I' .$r o'-' : r' a t r ... �_.. `w .,. , -. .. I'',:.: co . I _ 14 < , .Y 4 , r M a I Ij " K DSC d`••�F" 6.. ! L.,f-•w,041j �� V REVISED R71--1(J Q J. W r-.1. 's I`.,l- �. t_ APPROVED BY URAWiNG NUMBER • II I lu .I , II I I II IIII I�al�li��ihllii�l 111 It z� 11111lll111lli@IF Illnllll■NIIIII�� �I■INII■N�IIIIIIIIIIIIIII■■®IIIIIIIIIIIIIIII!Ill�i r 9 I . C?Ec.c�ara��lt: � It,a I%. �IIIIIIIIIIJIb!IIiEI 'IIII�IfII;nlilll�.ii?II'fn �II1 �I'JIlill' h �fl ��''P'll ?Yl1411"Ill��illilhllt'llll�'llllp fx w usi 74 [ i Up 1 all s ry r M I � tit r: r t' P — Ipi NtIN 11 1 ItUi:9'I tU UX t r i ft � Xif 11 1.Ifltp;tt/KF8 t#t tt? IL ^ 1111 IIf tl :-111 1� t11Ni1 XI tuu... d I� f 2I7 1. AIM i 1r1r a I , z� 1 hi bc.rz�.s 34S /yctzE F-:'J1l 7 1k.1� !`7 .G2UVt•aCU LE' SL ��Co-72 S.F 2ND,30{L -r 74- L - d L L :� 5, .. , MM'Sl L t>'t:,,,44-k . ij ljrz ej . COO ISO Ui}-�E.i2. h rL�li S - � LOV�P��(, ►"� I �, � G:,.) �jl Z u4 S.� , , E `.J IZtl f • jr d I=a 3K a bummomomm III III II lo iii 011 �. �V �141�I�I�p IMaIIQIa pii�i Ia1"�Ir��:` Y-, ����� ICJ" I 1 lir' y a 1RF4 J� z 1 x It 7-7 i1(ky>)�rt,glb�Y Yb 19 v A I 'ielo Nm III 'R'�{Yp ql � � '• �( a it i III I, ; ^w�P.un*n�*n*. •>•,•• Ali 1� E s VI IC; . I' �1 Y i it P'h..... III°,I l INIII S CP Ff I 114�I II I I,.II Apl� �I it bl ll!{ YIIMI�IIIiNMp#��IN 1Y '� IIIMRW�IYtlI1MlI�1 I• I-X r�piM�I1V�l�tl I�j ill ligi� �IIN4� 9ptl l�iP F�tlll911'IVMS i 149P JYIpIA INd �P�I FMY 4'Ib'fAp IIYpIM4 I!IlylilRMplRb• ail!pgl�IpY'NI II bM tllplp'MI Ypgtltl11i1111JI aler+Pw I Illh it llll l� YIMIVY IIBWIIIfY9tlalrw.wv,Y.,-'. 'I �I III[ IJJIIIIIII JI�w��III�iIIIFhiII�V lrei�lilli�11�11hw�y uiar��� Ib I iI ,b,p I i. i�Vl�� i�l �llp I uu�o�ia�ilm�zAhuoMMraur�a�ml�I�la��a�ilu��r�uV�iau�i�Vuii��lla�uolwlll�EMlu�lNuw�r�Ill�R i �I� �a;e���w��la�tuutlul��r� uI IrIIN„I�,,��,A 11��1„per -��I - - l lO.24.75 REV. SEYNAG I� E C Y COCLE TlOA1 S STE/YI. J\J La I lS 7G PROJECT A/>7E WAS "SAIUD CASTLE" /-' /NT SgA7PC I I r " �8 X4 REDUCE2 III (8- : E ll Y. 4 PY C. O G r'G.Y. BCDG. LUMB/ SG4CE: /""=30, I 8'P.Y.C. TO AID P/PE 1 I C0mJUECT O EXISTI G MPIA/ /A/ 1-fl R. . --- `i'9'--S7'-39"'YY 4/Z..54 -- — M i!'1 1 1 / — -- ---- -- -- IT, -7{ L-365'(:t) 8"P.IY.C. III L'' ° t j c _ II -17 I I I ' _ AJOTES : !) ACC UA SU/ FQ8LE /77,QTERlAL SHRILL BE REMOVED FROM i - — BENS WITH TN AT 4TER S' SEWER /NES �' BE REPCFaCED RIAL ,RPP/POVED ,BY THE ENG/NEER. \ - l 2) MPTE AL l THE AREFa OF D AINF/ELD 1 WILL BE - - _ - - RE/YlO ED O THE DEPTH OF THE WATER TAB L E ,4iLlD -- -- ,. I — RE'PLAICED WITH TYPE. X 24PS5 SW SRND. __. _-A Co TL AV TIC CEP" / '.. 60L.F.* 8".Y.C. GR'NY Y NA I\ L INC @ Q. O �O V ` �` — N 0 ul ,o I o o I J °0 � m t- E,,� _ � I ORH/ xr I FIELD 1 o /2o c.F 8-Pv.0 @ .609 I DRAIN-F/ELD "� 3 Toze I coo I L. 4"RV.( . GR.4Y/TY CK YNLVE N EC.B.I �: EL. 6 f F. E. /O.O ✓ " 6 NIG-i! FENCE ,30 4106 � Sc.T. f� L t- V FIAJ1514 GRAD 0. N� V N I, 4. - - — _- _ EX -- -- aT/NG GRADE r+ a 3" PIV � C. FORCE /nf1 N D3.78 W c' p, 8IrE PLAN A PiplOVE �8""F'YC. @0.60 °4W o' (I _ __---� � 7 �- INI, \—Z N V. Et. 5.8 L.5.49 8. I 3.3! R O L _ _J B.O CK YACVE VDATE BOARD OF COUNTY COMMISSION - r `�O 20L.F fiL.,P.VG N /954Fr3 ` 6p_w�0--3x3x 1%z TEE F✓C. — 1 C Chairman --JNKE'L.3.2/' - — -- ----- N 89o-53'- 9"E 364.113' 3=2 eE-DucE,Q L /A/E "C,„ F.F E. /0 .E 0 EWAGE COLLECTIOIU SYS. PLAiU E'.8.4 !. � I �' EL. 8.! F/iUISI RFi�D•: G E. � - EL .8.0' /- � EL. C.O. / ./ F G lAI S H R D A E LE EA/D� --- AT S ER DI I M. P I UTI QJU yS. bAAJ B �! EXISTIAlG GROD ! _ _ _ — _ — /ST/NG GRADE � 8.0 TO EL EVAT/ON 3.5 XIV ERT ECEYF7T/OAl FOR M.H.f HUTCNINSO ZSLF,1/VD CLUB —f— /Yl INOLE � NUMBER S7. L c I E- CO. FLA. —_ - —_- X/,/ .EC. 3.5 IAUY. EC. 4.0 �ZAIV. EL. 9• S' lssc.Ft "RYC. $ NITPRY SEWER o AIN SIZE D' SLOPE LARSON 1 a O NEILL INC. Y.EL. 3.31 \ — NV. E'L.3.78'' 365'C}1 8"P.Y.C. ATER MAIN S/ZE S rNY.EL..3.21 `-S Y EL.3,2/' ' CONSULT NG ENGINEERS NI Y. EC_. 3.2 ! 3.06 - STUART, FLORIDA INKEC. _ Q,Q(o� ,,ll ��, Ill Q 't/ 'A / j �C' �Q _` ���+ 4 �J/' WN O DATE CT SHEET PROJECT NO. J OF // rc, . APPROVED 15 P' 7;C„ , ECKED SCALE - ,..,....,,. _-.w__ ....__....., .-.m.:......_._,..:... ._:,__ ......., 12 "` ro "' I SURFACE BASE I 20' 1*ARKIAJG CT: -A I &9R/AIG, SURFACE ': BGRADsc. '�--- TYPE "C" GR TES U. $. F UAJDRY AJo. 20 COR APPA E"C U,91 3 RT EACH OCAT U. SiO EXPANSION J-7 3 "RE-i 0 I/VPLA F CONC L,Q SHT. 2 S BARS Q (o C.C. 8" Old C. BLOCK w/vERT. JO 7 LEFT OPEA1 3/8 US E 7 YPE' " /YJORTRR `0 d• F/ L BOTTOM COU S YY COA/CRETE -­, _.. _ e /4 ' - 4'a BRG 2"IXiIIx4 CONT. WLS- �0 ANC ORS 2-0 C.C. WELD TO,� Yy/;�1E" FILLET RLL AROUND ire ;IU.vG *3 BARS C''/2'"C. C. 17 a o ONE LAYER. $0*ROOF/ 1-�' l�0" PAPER r U 3 cFu.S AT /o o,c C90o / 2O'WRSHEQ STONE �oo� ov o k #4 0 DOWEL024" C.C. Ae v POURED CONC. FOOTS • o $ °LQo`�d Wl2 - w'•.¢ atgRs COAT T. 3" LCR. / "WQSHEO STONE POCKETS BELOW GR19TES ONLY SRA/D BETWEEA./ 570A/E POCKETS SECT: D-D PARKING LOT SOAKAGE T/PEIVCH Q 41 04 ' go, PARKIN 3 2-4'.3 BR 5 1- I o . I o . I ONE LAYER 9 O R'OOF/Nl, Pf7PE 3. ;SEC '�`I: C NOTE: FOR ALL OTHER /NFOR/YIRT/OA! / 2"¢WASHED S NE /' SEE SECT: D-D Z�=T s rOA16 ,9,V,0 WOkr4dR Acme .T / o T.5 y5'Ov9K/aGt:: 7•R&,aCG% ®� me- ,�lc,/Ac4:N Ta srP S E-C T : E - C P RK/VG LET SOAKAGE TRE/UCH © rHRv _(D___ SCALE: AJOAJE PPI1 NG SPEC)FICAT/OATS WEIgR/NG SUR CE BASE SUB GRADE '/YUNIMUM T*rg 1CI G"LlInCROCK CO/17PRCT- 8""STfa81L/ZED TO FLA. SP9,9LT/C CON BETE -ED TQ 9S% AASHO BEARING ► QLUE OF T-/80 /77AX ORYDENSITY S•O P.S.I. L �IAF74�1 3 l /5 7 PROJECT qME WAS"SAA/D COSTLE" i900 Ta S r ecA. /&Z C¢rcS " .vOTr o jecr, arF I j,On1 NOTES r COAL RE E S14PLL BE 3, O O P S. /, M/N//YlUM c'r28 A S 2) REMOVE rnqTfR1RL /AJ AREA OF SOHKAGE TRENCH DO ELEYRTIOAJ OF YYATER TABLE RAID REP AC W/ TH C L 0,55 Z . W. S qND W/TH Al PEAOCPL,9 10A-1 RATE OF 1- IN1/NCH OR BETTER. tT. WCI6 001.1111Y ENGINEERING DEIBARTME'IN' THIS nWMEWF RU SEEN REVIEWED WITH MIPECI' OVAM ERGIREERIRO REQUIREJAERTS AND: )b Js APPROVED n IS APPROM AS NOTEIB ![)-IS NOT APPROVED [j "LL BE REv'IISED B I!R SUBMITTED SROV-P ACIWL SITE CONDITIONS DIFFER FROJ THOSE PRESENTED HEREIN, ANY APPROVALS HEREON All HUII II VOID AND CONSTR!'KTION OF IMPRBVEMENT: V'REO SUCH APPROVAL SHAIL CEASE UNTIL P1NIS MtE BHF!I APPROVED BY THE 0OURTY ERGINEEB. APPROVAL DOES NOT RELIEVE THE DESIGNING 'iNGIREEO RESPONSIBILITY FUN CORREIATIOR OF ALL MAILS, DIIiI SIOAS, AND COR(ITIORS; NON DOES IT RELIE118 THE 1I 6TRQUIUR&MEATS UNLESSCTOR FROM SON011iD NCYEOON 6 COURTT EM4111 cawn flrGl * 1t WIMG � DRPIAJPGE DETAILS /FOR HUTC141AJSO ISLP"L) CLU___ aT. i. C/E CO. FLA. LARSON 0*177 LL I i .. CONSULTING ENGi k STL.G='A13T, FLORIDA O DATE SHEET4 PROJECT NO. D SCALERS sNo OF// APPROVED D. 7S--52-0/ I I IeN Ilia II � A REY^l.l' F/l 61R0WSli r I?OYV>t./ C40Y �_�Ii�rc lAeelA - P!7LCOW }'G7l i'A/E SArli / -- FIAJE IS i \ 1.•''0 \ --- ILACK ;`.,DE.-tiISE 3 I 6REY a� Roli wl YP' Z T. TPAll VIE I� YV.T. � n 7 1 t0 \r ,a / 'j�q 5 CO 7 wrIz7 zs L9 i �, \ " X �- l E-11•-.. t1 .� a� i r \ ` �114 w G I AIDNil y. IC e 1.0 If 87 } 4 J e \ L\��h �+5 � i+M ;,\. ��.•� —..ram ... _ , '�`� � i'y I �& s,rf jl � ' X yj X X n \6 4 5 I � \ N C III c� \ II 'b u 1 4� XX C. p ,w / 7a _-: , /77 I, I ��'' �✓ r'� \ 8 /8z I \77— M�c Bey n. club , n�r°n o�e7n,��►R�IIi�)' ++ �.� , , CAI � ,��•� � — 1 \ " \ \ —6.2 8.97 4LJI a 0 O Lc 3t5 134 a - - - - — - / 3 ' .` I ;� ,�r�•' �" � � .. \ Et 9 S3 • 9.,E 38 N �f. \ fill 1 PROPi ELEY. - !DIRECTI+C)Al OF FLOYV "�z N ----7 -- 67XIST/NIG CONTOUR `r \. I —., ri al (/ Q ;,CurIml / /NI T.?T/AJCr' FO/G? \ \ —NZ - -I-REIVICHES \ \ 5 tl- rl(9AI f/ I /2 �.— 5'PERC AREAL 9 L----1 /✓l/M 7-,,C44l A REq .µ.. SOAP s — 1' J I no, on N 32 G-G_�_-, — _1 L- DG� PviV • r' /PE/%a✓E AV fe✓Io t _ ,wzi ri A:X.JPl / 4 SAAW �` /FiEPtHCE /rH �As t TYPE SIN Sol w/ty Wcar4T, 10 GGHj T L fi A. C EJQAJ _-.... -. -.�.e . ..�_. R E V i S E' a RE 4NO. DATE " - r/0-24-75'LO' Ajs. t REYr PJQyl l!G c a it 1-1ONS RE MG _J ON6 PARKI/UG 559CE rUUMfr :ED PAK/L/ vG SPf10E5 /Z-P4- REVISED 5ET 8AC.1ll ZD15TA,,,l OAF• ,OA/21�/NG Oti NORTH SO+' s-/z•)(, R�✓< ,� r. F-F/ Aold/e� SEcr. f/tl ,7-,GN tT, LUCIE COUNTY ENCINEERRIG DEPARTMENT THIS DOCUMENT Hill IIEEN UYKVED 1171I RESPEM TO ODUNTY EM6INEDUNG REQUIREMENTS ANF. 0 IS APPROYD ❑ E APPROVED AS 11111 D R IJ NOT APP10VW ❑ RNALL BE REVISED A RE- RUBMTTIFD SHOULD ACRllll STYE CONDITIONS DIFFER FROM 1140SE IF - PRESENTED HEREIN, ANY APPROVALS HERECN ARE NLR1 AND VOID AND CONSTRUCTION OF IMPROVEMENTS CNVEREO B1 SUCH APPROVAL RWLLL CEASE UNTIL PLANS WAVE BEEN RE APPROVED DT THE COURIT ENGINEER APPROVAL DOES NOT REtJEVE THE DESIGNING ENGINEER OF RESPONSINILITY FOR CORRELATION OF ALL DETAILS, DIMEN. SIONS, Al CONDITIONS; NOR DOES IT RELI6VE THE CLIM- STRUCTOR FROM CONFORMING TO APPLICABLE COUNTY RE• QUIUMEATS U&I W 111DI D HEWA BY COUNT); EN011 FI DDUNET ` A:)& '.5;. .. ` ?f•,'�°�'•I t't .r ? .i'yL'- �4 rT"!.'r Ha^Yr'�J20VIE EUG1/ _ YPT/O/l1S Ili TO 01. 7,418LE ISLE J /. 60 f s TOTES /AJ D, . r ` `141CK CC'rrp_ P' S RUCTE p71OPACTED C, iRF e t,` Jf,7 G rv+ Y 4 F 9 I: � t e i � ✓tom JY G f"` /° ' � r z ,�. ' � : ' §' :,D r1 t S. III rt 'G''11 u1 r , o Yy / T JYs e' f<. /> I L //'�Z lft d 4r 7 s ,v b5� 1 I „+ 'rL^yl L �E -x'![. '- E Y" DI'— , d •z .'K v'i"+fkwi �a..53 d,w l*-(IEZ f .. � ..1T1 Q °. / r TC ill elf E r0 k - Or 7 OF 61' Tf-f T/ONES 0t:Il9R`l ' ST. LUCIE COUNTY ENGI }EKING DEPARTMENT HIS DOCUMENT HAS BEEN REVIEWED WITH RR:;SPFLT T Civil ENGINEERING REQUIREMENTS AND: I A"ROYED ❑ IS APPROVED AS NOTAFD 7 NOT APPROVED [] SMALL BE REVISED $ I } SUBMITTED 'ULD AC1TMl SRT' d)RDRORS DIETER FROM 'THOSE A'EL Ill. RESENTED HEREIN ANY APPROVALS MERECR ARE ' HULL' AI'1 T AD ANN CONSTRUCTION OF IMPROVEMENTS 001TRED II, ICH APPROVAL SHALL CEASE UNTIL PLANS HAVE REE'! RE 'PROVED NY THE COI LIIGINEER. TROVAL DOES 140T RE-LIM THE DESIGRIRG EN,"Ll' R 11, :SPONSIDILITY FOR COIRRIJ.ATIOR OF ALL DETAILS, -i `J fill DLMEIR DNS. AID CONDITIONS; NOR DOES IT RELIEVE 'THE CON AMICABLEIl7EGUEUJ IIREMENTS UNLESS � IN)ITED HLNWA By LIN)NTTTO DDDNIT `� -- •' _= .+ EAT / • /2., o,o I -e'x/ s r, c jol E4ev, PA viAll G DR r .} 1 I R!� FOR HUTCH!kl` ZSLA/UD CLUB ST. Wc/E CO. P-Lq. 7// LARSON a O'NEILL IN, CONSULTING ENGINES: STUART, FLORIDA ^,wN OAJ 1, SafF' 2 I'll ,a ilE" YC I ' \I \ 8' Wine 5'X761/zec21 \ Sho udder ("Typ- Eacl� Side of R o od 2f3 yam¢ —III GREYF/NE e SROYVN SoQAJD 8 SRAJD — BROW SF/AJD SBROWA/ CLAY BLACK' H< RD ,YELLOW GREY PERT -F ROOTS / LT. 7-AA I SAND F/NE SPAJD. F/JIJE 5A4ELC.S BLACK DENSE I PEAT GREY jcd LT. Ar J7cL GREY CLA' ; ROOTS Fie YV.T. L T. Tf;IAJ F E L. SHEL-/J'h /NIST \ W. $� I /L 1gTA LOGS \ F I, \. \ ft -- -- — -- - ---- - - — 1-- 03' - 5 7 '- 3 9 'SYY Zle.674 %.98s7 \ ! T I( T T zs i o �1 �' 3 �4 5- ro 7 �9 io,it e 3 14 l5 /� 17 /8 19 20Za/ zZ�z.3�d �26 L7,Z,� I � I \ \ vY. GREY SPAID LT. GCE Y r SAND BROW FINE$ WHI TE COURSE' SAND W. T. I I �.8 x % x X ,6 % 802 .37 ,�- -I I /— \ XI! 7/ g 8 7 \ _1 O O 0 //� �3 73 ) gZ 91 /01 8 1/9 7 oZ / / o \ ti 7� B - - - x s �o c0a E 8 9 /og /13 F� /t/ 0Q /ZZ 7 g 9 os 1 J4 �� z3 r, 3 78 _ / \ 'I 87 � /o�� / / y -9 I 88 57 /07 12 o tt� 78 / 8 �c \\ 3 6 6\ A (D9 I 1 4 as 7, o FT II,b7% x X \ \ $2 \ —\ 7.73 �r� A 3 O - I ` 9 - 1 n \ �� T /Z / /,3d 13! /33'/ '/ x 0 2 z - r- / p\ �. 5 � 9 x N � Q 9.05 \ 3 7 X J4 � � x , 4- / o � i4 W o \ / �O � / 8 3 \ 0 ' 00 s I f. Y l W x 3 41 C! 70 � 1 a l a o 7: (0 Sn \ 7 g 170 E 2 78 / P I 7 9 � nz 161 e 6.1F' 1 8 4 E a /aZ d, 4,fe s ce \ C� S jRF 6.2 x I I 1 \ T \ qi NJ \ l o\ ii J \ n, C) © nOC 5) 7- o RA . /AJ 11 C L E( E l A �� � ET L FOR u —_ N, D A S Ins > T- c?Af• � E RE C HE G 1V C S I- I - 1 ly ZI/(o31/6 SJ 1 \ /z � Y \w v � \O v Q W4 o J �.— 5 " PER C AREA 9 L----I E --- - — N 89 53" 9"E 38 .13" LEGS D E11'IST/N0 ELEY. PROPOSED ELEV. OJRECTIOAJ OF FLOW 7 CXIST/AJ4 CONTOUR F-F 4 2' (9-G ¢' :FF SECT:G-G !Z' DRIVE \ TL QAlTIC N C EPAJ 0 N /S4. S/ SECT: F-F SECT -G JAJG PERCOLATION AREA AIOTJS /I F 2) R Fj B 3) A 4) YV pdqyc M C! C( T 2) T T 3) P B B A. B E, 4) /A A T REVISIONS V.NO. DATE DESCRIPTION BY I 10-24-75 ADDED " PIPES FROM ROOF TO 5041<4GE TREA/C H ADDED SOIL DATA LOOS 2 11-Z-75 LOCATIONS. q' SECT'S F- , 6-6 REV/SE PFIVING ELEYATIONS REMCV D ONE PA/2KIAJG 5PPCE A-)U/Y18 12ED PARK/AJG 5PACES 3 -- Zi-Z REVisE 5ET8AC.t� 0/5TAA-)—r-E /OAFIDARK LW /JORThI�t H Soo 4 1-1i7(ol PROJEC T NAME WAS "SPMD C957-LE OR CROSS-SECT/ON A -A THRU E-E SEE SHEET 9 LL UAlSUITABLE MAT R/AL SHALL SE REMOVED PO ROHMID /D SiAJEATH STORM PIPE QA.ID JL T� REPLACED WITH MATERIAL APPROVED Y H EAIGIAJEER. LL ELEVATIONS REFER TO M.S.L. oql ER TQBLE ELEY. I' I.60 { - .T AJOTES 1AJ D.O. RIW Al "THICK COMPAC TED LIMEROCK BASE STRUCTED 1 AJ T O (2) SEPARATE COMPACTED RSES /N ORDER THAT THE 8"07/A1/177UM 4I KAJESS COMPAC ED BASE WILL BE ATM HIED. L/4 BASE TO BE PRIMED AND SURFACED WITH Y E S-I ASPHALT S RFPCE 2" THICK. 46 AREAS BELOW WHE SOT TOM OF THE R POSED BASE IS TO BE ST1 8//-/ZED TO /2" E'L OW BOTTOM O BFQSE QAJD TO FLORIDA E R /NG VALUE OF 5 P. S. /. O/2 PS AN _71 RAJ1gTE STA,51 lZE YVITf,' A L//Y7EROC/l E R/AJG R1IT/O -70. :END TO A POIIU 3TAB/L/ZA7-IOAJ IS TO IZ" BEYOND TJ-/E OUTER K D ES OF THE PROPOSED BASE. l DDITIOAJ 8' WID STABILIZED SHOULDERS R TO BE /3ROV/DE OAJ BOTH TJ-JE EAST F y 'TSIDES OF 7W EDGES OF THE H/G//WAY P�QRALLEL/AJG PROPOSEa PoQK6-1 6-A!T. SHOULDERS ARE TO BE GRADED OAJ /9 4 'PER FOOT SLOPE AAJD STABI L.I Z ED TO E-PTH OF O" TO EITHER OF THE F REMEAITIOAIED SEAR/AJG VALUE !T RA/ATES. BOARD -OF COUNTY CommiSS1on �IOSIPR11it PA V/AI G DRAI/UAGE PLRM OR I-lUTCH1AJSClM ZSLA/UD CLUB ST. LUCIE CO. FLA. a ONEILL INC. LARSON CONSULT NG ENGINEERS " STU RT FLORIDA � ootii 2 i NIIXrM�n4sM PSI - - wawywvwavniw=mno. .»xxw. . o , III I ti�•uR leiq� PA { 1 II .i� Y.w.m..,®. ¢ xYq �.W1�11 8 P'1#iMWIt lRdi V�� ✓ � I' r � d it ..t �JyW W�6 f � I I1 a� d CD CD 0 J LLJ W 00 •in U.�C C LL ry LPfl V C 1 IM .I .. .. ..... ,. -..,. 5 a:� T •. 4u- .. .. a ...- rvy. ,... a �ke .. `: s r. .,:wi e _.. ". l : .a. ... 1�• .. .-...,. 1 x ... �., n: -Y3 4 x, �. .... .. I @ % C �Tim' 1 n X C� 1 �I l �L x j to h 46 O.L. A, mw i 4o 7 ' t, LI z�:2 77 3 yI 11 x•" qv s' 1 i4 . Y I J f I 1 i ! il. EUMINARY � �r NOT Ft CONSTRUC ION s� ��Frw } s x� - -- I -. : N C �, _._ c-- Ln 'th an enclosed ara e cc) The purpose of this ad justment is to lace 1 e exisring carpor wi g g Ch structure and eliminate one (1) parking ace. This approval is a site plan modification and (X) J does not imply approval of any constru tion detail.a} Q �: " -= vnAwl a o 0 iI 1 I t{ .� op I 1 � Et d � l�E::.¢ 2ei✓ c�T�3 i�%r;, C.}-�iJ�.i� �i:%si;� �:J .ji.a.li�lt;a�� G1.'h.Y� fit} __ `��'` 4�! kaY f t'J� �— - 777 .11� lr•t t av 2 v - �7T— - COMMUNITY Otlr! TALid'i ! 4F Cc C C 211995 rl- o — Z z Q ~ A i nl al. 4a Ixxwurxre•�nnn+= ., _ i:�rre;�nr r din::P:�x.mrn rrrvwre ,errs: o. �. rew..l, evxrrml•rn r.�w,. .;,wre rP. ..,.p 71��a S C -T. I .. MOW, 1-42 2 hGI.F."I"I K. 5 < n A r 4 g o 7 i L Ao f , , 2G.o E F H `'- ....,x.,,.�,rv�iPs:reea�l��x.r.enwx.e.o. •P..�..x�.•,.,,rrPr,..��r IL,��„�. exe..x �. F-DUA 4— s- U�a•<-V Lo►J,ti-, r ,G�1, E a,:, t I'I0.17l..41CF -( IC�[�PINE o Imo" I C1'9 "(, ' r� r�, z.4.,'� ;�� �_ �I rT�P�Ku tilt '7.?' R _a , Ira „ ,, � ��•, �:� _ :.,�. �'� 24-3off q is ,I�r 1 IJI l`� L/. aR�E�jj 11 iLli & i� 15AL 12M, 13 5 _ I I -n -/ , -1 E- 'To I�(,, Jr2" is Zo, 5C. ,TEr, 3UN I FOl I U`) V I FJE'� GI,.pL4J. (vD GL�1'lA.il�, ., I..� �.TC, �,�1n.•I�;141�T1-IN1I�JGLEM4.il`' �ar�.CPnn.� LOLJ.T,�f 690 L)D04EkA q lEll(�iJGKLE I(,o R,Ku&, C- ,'S 4 1oTE' AL( t7rfjr-t (7-'l WF-'rt F Gc GOI�T�UG; It>p i,iUG IW? 7 r3E oK PLAOTW W/ `H2ut? SHALL (G6 E�lE LIll Ml,112 l L Ir7"O.G, -r Q s' 46 PA L. r, I r, a d) _ ) Sao rl fT,leg = f C� _ v; I re �u.W�r v" �� 1✓ fl1 f. -00. I !l I'f \ 4 - ELE`/4{ES7 WOI.0 To ISF4,i I � y �,:. �.3� l? fit? - $ �� � • � �(/ NN II �I YY•TDE. �, I i � ('�,��Lavb4-� : to ell :6 g � � 9 �� � �..- •-`_ :�� av S�O+R LA1 .OF7-1 414 -' F -All I I_a,V. of prat, \-1, it - r - -'f� VI�IEh FT 'VA%— , VIF ! m � P r_'wE25 � i A 01 Ti yG N.If->•.1. TV I'lll.. p�fT 14 i \ S •� _ ., � k r • ,I !oN. K.Of. Iz IF3��j. I r tillall - r POOL ^ 2 9f�� T, lr 4 F r• \ r 6; ' `, � _ .� L • I � ,y_. Zp /IFS. T11.1 i oue�� � �• � -- --- - Pn L Z O i N SOL I Pllwwawsix aoseva+_m.f� �i I. SITE AIZ6. , A. 'tQ, F-LS7 Z. l3. JS,Gf2�S 5.I2± g D. LJ• ��R AGKE x .12 = ` 2.1(o Uf 11 1 3. TdTAL oc . APARTPe0 ? 4Th q. >�EAKt�GItiJQ of gw rHel, TYPE Z15P 2f3K ;'n.; ?.TF�k(rMi TYF FL 2- 5. TorrAL 13Y TYPE 2 Z �wKol 81 Z L EwKOOt j 1'-ITHO n15 4- 3 PtGP�!Oc*- flT I r2S TOTAL ' U t'...I ITS 92 Cn. PA.KKItJGj KEQ'Dr I �(T/If7ED SI ZU, 7-0 q 2,0 2 a3 7- - Z.5 175 e, TO-r4ll,L. 16115 188 7. HEIGHT OF 5UlA21W6 I15' e, T-O-ril No SToKle�S 1Z 9. To7AL 12.ToT&6a! ,.7/KLTIo�j 55, Q3 'V EXI`;TII�iG SITE •�Ur'��Y N��. ' TAKEN FfZ.o� •�U2vEY r'��Y I / Qe 1?,12 r T.Wi r24,T+"-,'. . b Y I re evisil Dote Item kPi eol Seal .�...,.....-� ...m,. f i f I I I�.n....nr.s.� 1 2 Hopkins Plaza Baltimore Md Beach Club Colony Hutchinson Island St. Lucie County' Florida a_ Ir I Prq fP,Ct TS�al,e::.. i-1 .�f y itl4i t{r �< I N I,a x . 1@irne.l,ane. e,,,i ml nuke v ,s rxm.ax rp3yV.,yrl6neNR�NMrs iW.t lubgrx P-. trtryld. xlM. m x. r�+rryWp�a`IN'-'•W i. qe..a, i Y 2.1T 3cuih— r m w M 0 Q Y' cY { I �y)000° �I 3c+° l�N I� F-3. V R.M E\.9 (.. GONE LOT 9 bLOC1< 1 F,'" E�IP.RC.E '�u,QIRE;��I IJIT TIdQ~„� PLAT t�iO01C 9 , PEE. 9 `3T. LUCK. CO., FLe!12ti )A V 139.38 poi 9 b6.jk a iL lo0" 14 OOr Lo4 b I 4 1 CER�IFIcye OF SURVEY STATE OF FLOnIDA unfy of 5aNT Lune I WeMN Cerf ifj }het fhe SurNelj rcpree9en}ed herv,,f is true and exxrecf and made under my direction and Complefrc( c n There are no encroach men 15 except as ,ohouwn. ted this 13°D day of May )1975. :?mao4lGr y nd SUrV¢d°r re or Flom — Re61sTe0e.0 `3unve.r<'aUlo.2391 71'IS 6(° Fd. P.R.M. 56 CA r.Bik.lb w� I� I� J&ME h. hIRO`! WID SunvEYO R OSr OFFICE 2)oK 182(i FT. IElzce,FwnlD& 53450 ` G21 .x p € I 7� w� i qq ^3 X4 H� w1 f' u' d p.r i ... I J �H gyp 01 II 3 7-0 /:::' ,�T �/ER. C SHORES UNiT � i �`7=urd antl —14'10ciafas, - k. I N 1- .i_ " '. t' '_ 71 on' HUB XoW, WEST stir yR� 5770 7t I OR, z l �10 o I tl� �!nce o ill, 1' 50' 'o Ith F9 �'(,.et; hence 6oi�,�' 1� 1 7150" it o i 'F, en,,:, L ro i, i m! r i n c, t, t 4 0 1 10 orth 17� t fa:11'J. t 610 3' 0 to tD N 0 01 CC) z; N 0030'04" 1330.94' N N rM W f` ko N I � m N Q O' O I 0 z^ rN, N rn w r to ;OD N 0-27i33"E 2625.31 wu --N_0' 31' 03" E 2 504, 65' G O L F COU R S E i F G C A decdelrayt `h 1-ame- aqe' a left -tcYh ,Z�4Y:u)t i3m Thal 6a, c" n(cw Carl- VF 4-ofvojcc+ (A rowlskcm� c; rorm'vt-, nJ- the rv'�, ��4So � `SS N 00 34'0" E - —" -- - �m r, sir N 5324.50 0 z w a- O J a w p > ¢ w p w H ti z Z D 0 w V 5 J Vu J Q U- Q to O N p a a s Z � L q � W a ^ ^ A V 0 `= z 6 W � e � W 0 W ca � 0 e a NO. OF D LEXES 27 NO. OF F ?PLEXES 40 TOTAL NO. BUILDINGS 67 I-BEDROOIA UNITS SO 2-BEDRO011 U1411IITS 134 TOTAL NO. 111F UNITS 214 ACRES OF ANID 3538 DENSITY 6.1 UNITS PER ACRE PARKING :QUIRED 388 CARS PARKING OHIIDED 424 CARS f 50 CARS AT REC. 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(0.4' A.G.).G.) ai � � li FA H a K� 4 -1 anc ✓ )JERCE, FLOE 37" 3 DRAWN ]PROJECT N0. EFT NA -)UIP,IN AND ASS C IATES� HOLLY HILL FLORIDA >FI0-10(1IR ,'f p R' M 1 n. i � 771 a 71 V[41 k _. nV \ nm TF n2 Nm Ni V (Yi G��w ELtiL ta►)L!� r b4� (�.ogm 4 A55oG• Ire. eoundark °J'tirvew awed 9-13• l; e)rder lkl3-M r` m d G-6t 11+ N to I tj &ao r STt�i� `li FLelt k11.3� re t9 5Bo.a4 n Q r, te,ac. and c.::xi-�mc; ate.: av �1t> anllcs. my .ls�,,. 1rye• te9re eente d hel 2on 19 JdnUdry 24, 1974 �a�a9ryand compWtA On 4> eaccepi asb�� in. ..and Surveyor �F Fu�r>.tiu[a .,,iTezr)--Dbu 1 al(on A4 .289t 13 I` 3anes Q. Kirby Lend 5urvep P. ®. box 182ro ft. Pierce, , Clorida "3340 (505) 4w' 4 - 13G21 .r, i THIS MAP TO DE USED FOR TAX r 7 1 1 ASSESSMENT PURPOSES ONLY I 59EET SECiIOH_S %i_ OP I I Q 12 — NUMBER W■I • ftir 4. 19n01W1 4so1 7s - ...._ .. -.-. _. ....�. �...�... _. ._ ..�...... _. ,,.— , .— " -. _..—..- _. _ __ —._. - - _ /ON /./ 70,44 y/P37S6Y/r,41, IeOi✓GE 9/�/�ST, �Y/NG EASTE.E'GY OF - _ J74TG- _ _" .O �� f TC*L-- TG/E/P L 770,,PA/G E 'tip r {i T/i RAG//\/TO APi�JFiPT4/N/NG .SA/.D AST C7T OGJ T OF Zr?fi Wig+ _'s , OLJ GAGS E 7W'O ",c - OG .C,4T eL4-UO.2Z;K-0 /N /:2 ,477- 000ifV 7� LY/B /C . /� .PGC .E'C"' fJF ST. %G/C/G-" C27G/NTY FGOR/17A, �Y//t/.t"r G--.CJST OF S'TLJT h�.0 �J- /-.�7• e `w 70 -TLi`E.'T1 Wi?// .47G4 R/GNT /1V725'RES7- OF v^A;,e?NTO /F "fv Y /N 471vD TO 7;4//E c^>F.SA/D !YINC- /1*9/✓lEO/ATEGY QZAJACE TO T/,/ 4421VQ15 TO Z'Oit//NG 6Rp/it/�7NEES OF RE 20 � "`G�C�A 4iG f c7G.s �=AA`/iV47/-,r7TO CaO.5,1WC CGWST. SE7 BAV e LINE=�92 4L FL�S 4C Pe AYiE :-/V/-./tr/ t'./NE TO G151GISTAG aWST.SET1 004->GlME' /.1.'%4 '/AW7S � �1 9R1t':'.,, I'' '' Im 1,� I h95 9, 0 /'V 9� MMO TWy ` 5 . } 4 d� r� kk ✓ G/�' /E +morn.-..meb..a. ..,.e*r rvo-r2w"rM,'•�a xvum.,','C --,•. - =�w NOTE.' ELE1147101V3 .S//OW/V 4�0R.-40N t7.40E :O ON IVIQT/ON<7G GaSO<JET/G SfJ.?l/EY SE4 GE(/EG L7AT{/,.r! d correct e` a survey mao: .der �nd my yq irection ano that said survey is Pst of my kn; Ige Nelief and that, unless otherwise ING" h M