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HomeMy WebLinkAbout- PINECREEK VILLASpi)cv.' E TTS 6 rJ FINAL PLANNED UNIT DEVELOPMENT APPROVED DATE % 0 . V y% Ail yy BOARD OF COUNTY C MMISSION GENERAL NOTES.: 1. ALL DRAINAGE DESIGN FOR PHASE 2C-2G MUST BE APPROVED BY THE ST. LUCIE COUNTY ENGINEER PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. 2. ALL APPLICABLE FIRE PROTECTION REQUIREMENTS OF THE FORT PIERCE/ST. LUCIE COUNTY FIRE DEPARTMENT SHALL BE MET. THIS SHOULD NOT BE LIMITED TO THE INSTALLATION OF THE APPROPRIATE NUMBER OF FIRE HYDRANTS CONNECTED TO THE MAIN WATER SOURCE. 3. WATER 6 SEWER SERVICES SHALL BE PROVIDED BY THE DEVELOPER IN ACCORDANCE WITH THE PRELIMINARY SITE: PLAN. 4. ALL TRAFFIC CONTROL DEVICES WILL BE INSTALLED PER COUNTY STANDARDS. 5. THERE SHALL BE A MINIMUM SETBACK BETWEEN BUILDINGS OF 15 FEET. 6. WITHIN THE 15 FOOT BUILDING SETBACK THE FOLLOWING IMPROVEMENTS MAY BE LOCATED: ROOF OVERHANGS, SCREENED ENCLOSURES, POOLS, aACUZZIS PATIOS, COURTYARDS, PRIVACY WALLS, AND OTHER RECREATIONAL FACILITIES. 7. ALL, LANDSCAPING SHALL BE IN ACCORDANCE: WITH ST. LUCIE COUNTY REGULATIONS AND SHALL INCLUDE AS A MINIMUM THAT DEPICTED ON EACH TYPICAL LANDSCAPING PLAN. 8. ALL GROUND IDENTIFICATION SIGNS SHALL BE INSTALLED ACCORDING TO SECTION 3.2.700 OF THE ST. LUCIE COUNTY ZONING ORDINANCES. 9. PLACEMENT OF LIGHTING FIXTURES WILL BE IN ACCORDANCE WITH THE ST. LUCIE COUNTY ENGINEERING DEPARTMENT. 10. THERE SHALL BE A MINIMUM OF 5' SETBACK FROM T11F. BUILDINGS TO PROPERTY LINES, HOWEVER A MINIMUM SETBACK OF 15 FEET SHALL BF HELD TO THE RIGHT-OF- WAY LINE OF LEGENDS DRIVE, NO SETBACKS ARE REQUiRFr) TO PHASE LINES. 11. THE FINAL LOCATION OF THE WALKWAY PEDESTRIAN BRIDGE SHALL BE DETERMINED IN THE FIELD TO ALLOW FOR MAXIMUM PRESERVATION OF NATURAL VEGETATION. A REVISED SITE PLAN SHOWING FINAL LOCATION SHALL BF SUBMITTED TO THE ST. LUCIE COUNTY PLANNING AND ZONING DEPARTMENT. \4y LAKE a r + 1 SITE DATA r 1.) NUMBER OF DWELLING UNITS _ 66 2.) PARKING REQUIRED 112 3.) PARKING PROVIDED 184 4.) TOTAL ACREAGE SITE 14.8 5.) PRELIMINARY PLAN DENSITY 6.10 6.) FINAL PLAN DENSITY 4.46 7.) NUMBER OF NON-RESIDENTIAL 1 BUILDINGS w c .. i v Cq Cq Drawn I /✓fi' Check Date Scale Job No. pi SITE CLAN OF PINE CREEK VILLAS PHASE 2C PHASE 2G PHASE 2E (p %0 26, _ G f �51Q co, ' ss-- p • y,y p.� g. ,� / \ \ � %(r'._ I i � /'S�r�•S,T ��a` •� � � sv�.. LJ t /L- l%O.�rV ••__-.".►, •� „ // 3. 2 PHASE 2 F .e:z0 3 �� ���-� `'w sus"-lr�:�--,�•v V PHASE 20 LADE'.- 1 0 S, S � LAKE �F� TOWN y�MFs GOLF COURSE I LAKE Ae ser FINAL PLANNED UNIT DEVELOPMENT APPROVED DATE )Q rnAq gr BOARD OPUNTY CORMISSION Chairma 4J �- Drawn Check Date Scale Job No. Sheet Of. 1 i! V) o it tee i eel U W W � � cr cn b 6 FLOOR. PLAN _s SCALE: 1/4*= 1'-0" MAY 6 ......nel�nl�T`( QEVELOP(yjEl+lT C) ®� .� Of� N �t 0 J9 COW as M � •` vJ � Or `a Olv U) cr- ui < Li! --' C) icc CO uj LU Z Lij W -' UJ i- O Inc • �� SCALE; 1 /4"= V-0 �w� Q _j CC O Lu, �01''4 _i LL �._ Wcit: Er L�J '' U U) C�/) W �- :D CL a �--- W 0 W j 4 `� I 3 W a RIGHT ELEVATION i LEFT ELEVATION SCALE: 1/4 -Y—O N 4> C C a c c� .c N V t C� c0 N V O C as n �11-3 Lmumiffo 4CEV-�, Q w °C qw 0 J >W y� a tU Li COWw �- w CC z pC W Q W :D O CZ 0 0. CL f-- 0 z w � W L p J P W 0 W ' IJ� LEFT ELEVATION SCALE: 3/18"= t'-O' RIGHT 'ELEVATION REAR ELEVATION Fli FRONT ELEVATION SCALE: 3/16" = i I—o" 40 NC�O,C �0Je z e 11019 w cl V to IA z 0 1 cl) JW > > Wo ti YW w cr w T_ LLI 0% 0 LLJ I Z ccO IL CL a. Iz 0 0 IL RD w MAY IA car�MUNI DEVEL P ST. k- REAR ELEVATION SALE: 1 /4'= 1'—O" FRONT ELEVATION "= it-o" SCALE: 1/4 N C C a c .o N v a� t V � I yV�•C � 0 LM a) Cn C) QW CcJ> o W J cc 0 -J W > W �Ji. � WW U WM = Z F, OC W O W V= � J Q W ~ F- D OC Z +-' °C 0 CZ 0 V W � W 0 L � W J In � 3 W W c IL vivo Maw'ms owns IWO% a IM JIM an • so so wa aw It so so sm sm *00000000 444 IF #4w am + SYM COMMON An ANNUAL, LC CHINESU FAN PALM UV LIVE UAK Al # 41#* • ***4% 4% *4% 41* SIZE SPACI NU 4 PUTS FULL # 0. i c 12-14'X 6 goo**# was aw 0 I I ♦ 4f 1 1 40f 1 1 1 ­_71 rn' MAY 6 M 10F3 If. . . . . . . . . . . . . . r PLANTS S YM C:UMMUN SIZE LC: C H I NESE b'AN PALM # 7 MC: WAX MYRTLE d—lU' Mc WAX MYRTLE 3-4' X NS UWARb' ULEANUEK # 3 Y PW PAUROTI S PALM 12-14 88 SABAL PALM 10-18 ,- �_R R� 1 ,k, 1 n cm 0 w z o i w Lij w 'w cr i 7- -Z 0 CL Q. v� -� 3� q 20F3 � �` MAY � 6 1gg8 I" E cow: ot jFm RYA .V V"4'lw% W� Remove pap'er plastic or metal j� `ice container.1 If plant is in burlap, work 2" of backfill leave in place,cut any string that may be mixture tp a min. of 4" around trunk. See general notes top of ball should be 1-i2" above grade for backfill mixture. 2" min. of shredded 2" min. of. shredded cyress mulch cypress mulch.. Balls greater than 2'-0" in diameter shall sit on an undisturbed mound of earth.- Alternate spacing of Smaller balls 'may sit on compacted soil. plants. Diamliter of •lilanting hole -shall-be twice the diameter of the football. See general notes on backfill mixture. GROUND COVER PLANTING SHRUB PLANTING VINE ATTACHMENT PLANTS 14a11 orfence Vine Eyebolt':or - expansion bolt I Nylon string tied in f igur'e 8 SYM COMMON SIZE; AQ uWaii P• WHITE AGALE;A #.i FULL Al AHE;LIA GNANDIF'LURA #.S tULL Ar DWARF RED AZALEA # 3 FULL br AKHORICULA #3 FULL Cb EVERGREEN CASSIA 5-b' X4-5' EM E:UGE;NIA #3 FULL F'g F'UUN'I'AIN GRASS #15 FULL Is SAVANNA HOLLY 8' - lU' Jp b'U'ZZYLE;AF JASMINE #-1 F'UL1, LC CHINE;SE; FAN PALM #'! Le E;VE;hGhE;E;N GIANT LIRI # 1,FULL LL LIGUS'1'RUM '1'RE;E; 8-lU' X5-b' Lm PUXPLE; I,ANTANA # 1,F'ULL MC; WAX MYRTLE; 8-lO' Xb-8' P1 PYGMY DATE; PALM SING J' x.i' P.i PYGMY DATE; PALM TRIP 3' , 4 ` , 5' ,OA SPEC. PG WEEPING PUUUCARPUS 1U-12' Xb-8' SPECIMEN TO Ps SE;LLUUM # 3 FULL UV LIVE; OAK i2-14'X.Iu' RE; LADY PALM 3-4' X'L4" , # ! h1 INDIA HAWTHORN #J FULL Sri SAHAL PALM 1U-18' U.A.,booted 11.1 CUNF'E;UERA'fE; JASMINE; # 3 F'ULL,espaller Flo '4 Pe)L ►u rt* i SPACING L' O.C. L' O.C. 2' O.C. 3' o.c. L' O.C. _lull O.C. 5' O.C. I, O.C. L' O.C. S' O.C. L' O.C. Tie heads of palms w/ burlap strips (Sabals, Washingtonia) Secure battens w/ 2-3/4"' carbon steel bands. Do not nalllbattens to palm. Height of battens shall be in proportion to height of palm for adequate bracing; 5-2"x4"xl6" wood battens `5 layers of burlap. Steel band; Minimum 3-21x4" wood braces. Finish grade 2"x4"x24" stake pad buried 3' below grade I Fill .around ball with clean sand (PALM PLANTING w KAr Balls greaterthan 2'-0`'in diameter shall sit on a. mound of undisturbed soil. Halls smaller than 2'-0" may be placed on compacted earth. Diameter of holes up to 2'-0" in dia. shall be twice t4a diameter of. the ball. Planting holes for, balls greater than 2•'-0' shall be 2'-0" larger than diameter of the rootball. 1/2" diameter rubber hose tied w/ double strand 12 gauge galvanized wire, 3 dvenly, spaded guys per tree min. white film 2" mulch. Finished grade 2"x4"i24: pressure treated pine stake. See general notes'for backfill mixture 100= _111 AD Q h/ll ll me ........... lhin'branches by 114 total mass Rethin natural shape of plant. Paiht all cuts with approved tree paint. JJJ Y� l' ✓ Remove burlap from top 1/3 of ball;_ min 2" of mulch - 2"x4'x24:" stake pad TREE PLANTING Diameter of hole for ball up to 2'-0" shall be twice the diameter of the.ball Diameter of hole for ball 2'-0" i greater shall -be 2' larger than hall. Secure battens w/2-3/4• hi -carbon pteel bands to hold battens in place. Do -not nail. battens to.tree. Haight of battens shall- be located for adequate bracing of•tree. Steel band 5-2" x 4" x 16' wood battens 5 layers of burlap Minimum Q -2"x4' pressure treated pine braces for trees over 10' tall. 1" of. height for each 1" of tree cavliper to maximum of 4" (Finish grade Balls greater than 2'-b• in diameter shall sit on mound of undisturbed soil, halls smaller than 2'-0" may,sit on compacted earth. a N U C C C C CN mL(DU CNU43 Cr1: tAr U�'CL o�_ja Scale: Revisions: 30F3 MAY61988 11.: � � r •- T o'- PINE CREEK TOWNHOMES PHASE 2A at THE RESERVE- _ GOLF AND COUNTRY CLUB P.U.D. SECTIONS 21 &22, TOWNSHIP 36 S., RANGE 39 E, ST. LUCIE COUNTY, FLORIDA HOLLY&WEBERINC ENGINEERS, PLANNERS, SURVEYORS Colorado Office Plaza 735 Colorado Avenue Stuart, Florida 33457 (305) 2B6-7770 • Melbourne, Florida _ JAMES E. NEUHAUS, Inc.1 M Consulting Engineers, Surveyors, Planners `ulre 201 4114 Norrhlahe Boulevard Daim Beach Gardens �-L 33410 305,b22 1300 - , — — — — — - -_: I I — _ .�.."' a 3f ktev�•• .::...: -s.. - ., _ . v'., -� . _...:.. - 1 .v - ik __ _ .. ._�r-tr::- F•..�� '�4.. .. �' ,• _..�..N..vl �, f ,. ,y .a��l;. ,x,�,�� �' ..am �_.._ 35-245 NDEX 1.;OVER SHEET 2.)AVING & DRAINAGE PLAN 3.)AVING & DRAINAGE DETAILS 4.VATER & SEWER PLAN 5. VATER & SEWER DETAILS Slit PLam Iffus 0,A SITE PLAN APPROVED 1 0 0 a LL I ON ,.t a M ��iAh�l'�{ � E u.. ?� o I��'.:i'4 9n x•� t �b'.:�• .: d �� , I I. � �i: �':. ' ', I +ie.,, ,,.....:, .,. �. i _ T iJ Z ((•� I�JLLII LLJ m �aa) o 0 Woo o 3�W o (D om c C .JW� 00 °U Lo j C H �m 0 z _L ■ ❑ It UNIT \ 1 25I_��II,DrI ��JI- mil 2-7 i Ali I I I (DINING ^ I It 117 1 O it (Ou-r To qo W N� i L I �I�/ING \ LINE of 2tLp FL.AeOVE � I , - �'P7�p Da%oVWCUL =N EJI- 411 00 FoY�P7 O 27 �I LEVEL ONE / FLOCYlk— PUN! scale; 1/4 19_099` PJE DF�.�at� _M W m gl_gli— - I _ 11 1 . I IF I I i \ I 0 SITE a � 'j 1 V DATE uRD OF CoulT7. corlii.XSSIGIUI z 0 �. ®ioe LM C/) W z. Z Co CL N Ch V) � e .6 i Cl) M CC Z C/)Q Ri w Q 4� J O L- O . ._ cc n O� = OZ CIO W 2 UJ 0 > i W 0 Ci) � ui CC � W U � W I"- z a 2 O a v C O a ee� N W ■ ■ A at O � \ O m V 0 'C Id di+� ' I"_''— 5 _ i --��► I��py, s g q Ir � n I 1• 4V�S�EN��v �r � �� '� �� ••�,IM �Irlk i a- .11 .�,�r�..-.. ni �� ` k IT I n. Idd 1 s �\ ELEVA710N 2 � I � { IT 11 REAR ELEVATION �---' 2 UNIT BUILDING FRONT ELEVAfiION 2 UNIT BUILDING 41 t n FRONT ELEVATION /4 UNIT BUILDING SL 7 E PLAN 'a7, PROVED OAFRD OF COUNTY C0; pf"ILSS101°� (n 2 W 0 > Z CC 3 w o cn � w Ile ir cWc W v = w E— z a 2 O a v .. as N 'o C O ' .N L � o � ' c � 0 m coo U U 'O -r I I I I 7 I — o r a� s a ( I I p ; n .w� fi}ml I a I e p -t' as e.,Tli f-IL C, (OPT, OL" (AM 11-e- P"Lum WOOD 4 C-Z I L I Ncn i W su L-A�7-jc:7) Ka M A'5r F- r) ,C-.A117e 55CONC) FL-, VET�Fy 6AW, Levr 7 f')'A�� fv(F'C FL). FL- SECTION i scale: I / 40* JEF g-, k o ;,I TIF- W/ tN 9Lti �Owmcp_ LL C L- 0 S -T- �--WOOP T f, -•V-4 t — SECfiON j***0 s c 4a I e: 1/4 11 F-1W. Oh4 51�' CTYwA i i - -ryipr-- 1 4 1 5-A.54PF- 12 �3- L Fw-, A(n 1! CE In W/ Plr�s;-F� WC>l I/Z11 It,,fWALL F-1 NISH '17 -s - MP It- vv/ WICONT1W. veW7 11 1x 1/511 MT'L, '-9rYf C E-'kcH STUD 1)e�Z TfI �,,j 7 1.., 1 112 C)F-,Y-wALL- FIN, fj l I 5^TT I N '% 2 y- (,' w P UP-0 & 14,1 -/c- (ALT 2x4 C- 14'-/c) WOOE> e^SE57 - 4 COtC--'5LAD W/ A& 10/10 Q o 7 7'-(F' (51 r 5fW)j M eTE P5 —3 6�A-rs 15TJC.CO CVr-F> C^LV, Wf-=TA L LATP -=� 1/2." -r H 59NI.AK 1/'2 " C-PX � L( WOO C) 4.6 n F_A, vvAr s Copt) IQ 5KS) L >c co F, T , w D. Ft W1 V2'1 cb A - 95,S 445 " O/e- * M E 77, C-LIFS C--' VA. 15-rLJP f= I 6o, 11 4 1 Cc 0 MOWOL17-HIC SECTION -9 scale: 3/4" V-0" z 0 c) L. U)N z ~ CO Q. W Lr) 0 > V) CC W "a 0 o cc 0 0 i 0 Z tJ rn > w bw HCWOUTH; C-z*T)kI- 4 3 L J9 0 PA T J" NED; j L 1. 71� TP Ipp, ij I 1-ML vq'pp L *44'01: 44-im to W _q FOUNDATION PLAN 4_ D PTID IJAL — SIDE ELEVATION U GARAGES o scale: 1 /4" - t� TYP•-+ I � I I I F-1 i I :I I / lJ I I V {J / i I I ROOF FRAMING II I II I I 1 \ FOUNDATION PLAN I � II II I II i �I _°0 ff) I 1 I I I NI ----- --- --- — 8_ icy PR"`�� NOT FOR I key I r agry J 3 � N SITE, PLAN APPR ��� D I-2 22 DATE ru Toww homy JIF ��f t BOARD" TY Co " FLOOR PLAN z I: O'er O1.0 L W \ C r Co 04 � � M C > CC .Q wQ O urCC � L O 0) N W � UJ !z OC uj u) ,H us W cwc ' W U = W Z. T 4 0 a N N C .0 4 L � • C �C 7 � 3 I R. I I 1 q I. r 1. r...MMu ,ny py - t. rr� -- 1 4 It N II I B A S v i - 4 - eF h r - � I ,_ ' ` - , i -.:.. � - . a ., r . I .c �+ :,, - -. • ,... ., ,N` ¢ - ;t wN... ,k 4t6a - _ I it �[j��b Ir fI'wuc I� 1 1¢. 7 1 iyy�i�l.a �i�..aJllm II�•'.m)� '��,��`.�: � I ill_._— �_ A F315MODE ,y?". 91.01 "S .Oo 9 _�`��, ,_ - -� -, �_-p�ot�0'� ED Ems► ��lgsFc �Ltiu>r -- I ' I _ I 1 a >a 'uf. %•y 3 '.V I .. �'- �.� • e<.. �• ' N= '�, is xr Ito k NOTE: MINIMUM DRIVEWAY PAnTTTQ mr+ BE 35 FEET. [,A<� `� P. DATE: SP-TRC PEP. Q s �d The PuiPvsc of this revision is to: NOTE: 1.) Establish a zero foot �> C4 (H UV IT SHALL HAVE 7 VV0 AVA I LA&E setback for Pine Creek _ Circle along the east PARKIN& STALL" � OWF WrrHI N THE right of way line for Legends Drive. �"J 4N� P OUT506 THE 6.49 GE Convert the proposed four C/��� ` �© Q n��� r- 2 .) �) PINE GRE FK 15 O V four unit townhomes • to two unit townhomes WFF- - 'F-�LY TNE �P a OWITH 7WE for phase 2-B • Yr 8 a u WAR Y L INE OF PiNE REEK 7-OWVHOME5 PHASE 28. Op e �.. S � 4 M b s ~t {GL, r ,gypf.ma R, r y >s 1 "s k t » v pill t F .. r.. • n „i.. y - 1. Y F AP@ 2F i ^ I . �$061, F ,. � -t b k '7.•i �. 5 s� � x:Y x�E@Ip'y g,' 2'{' iF. w. Revisions DQat By C�9nJ en{-rance o Ob I•"• 17� y) 00 rn V A co OQ M m V 0 W m M h U o cd -1 w O 'd ai O ) 0 a O W FSheet: f Of: 2 .--r-..._�__._ ____ `vc.. ... _: ,ri Y 2 ,.: 13.E .. Y•:, ... ., .,._, _. ,.. -c�� } _- _ 01. y � *+ (D PO o� a ._ U- � m o x 0 Lo m O y o cr i Q � r 3, r , s. J ..