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DRAWINGSff IX , RIM ELEV.=12.75' S E I UTILITY EASEMENT W INV. ELEV.=6.44' TRT A-6 (ORB 22101, PAGE 4773 NV. ELEV.=6.48' \ U/GP*L L � ------------ 7D FPC't�� 1 I/2" IRC 5.. i� L8 594 __-.--`--__.___.- 12' DRAINAGE EASEMENT / (ORB 23300, PAGE 1851) FIT M d- 00 N 12.0' O O cfl 0 30' 60, GRAPHIC SCALE TRACT D-7 1 "=3 0' GATEWAY BLVD LOCATION MAP NOT TO SCALE UTILITY EASEMENT (O.R.B. 27402, PG. 1080) i F. UND N/ / L 7264 T— --------- —CONC N060 04 03"W PATI PATIO - z FOUNDS/�RC(TYP.) -3 i YP.) 8o59I48 E 331.26 S. LINE_TRAC D7 3591 EASEMENT ae UTILITY / ORB /?2101, PAGE 477) —UTILITY EASEMENT (ORB 22388, PAGE 1093) pd _ _ — — — — — — — — — — —� — R=8 /50' — — — — — — — — " — 5' CONC. SWK. / Dj Z o 50' 10" /L=34.87' Fa PROPOSED 6' HIGH e i SETY22 ARC ----- 14 ALPMINUM FENCE �� G / \ � � PROPOSED CONC SIDEWALK D E W AL K / / UTILITY EASEMENTGN / / (ORB 2210PfCGE 477) \ �a PANED O PROPOSED PLAYGROUND..,,- EQUIPMENT MM , n \\LIFT STATION } CONCRETE SEI gp \ `� >N C ` 64 Q p�IEM�N� o D r o of� q ; Ow .G r 01) x m t� W a J 0 a r//?,�� , / r .40 8.2' ,' j /• /ice/ ' /TY2" IRC i E72U i R=457.00' 3 L--53.80' D,L 06 ° 44' 411 / r Z 04 i C)i 1 LB72641RC ! i i I _�S76.19'4 j„ E IRC IB7294 , r \ ' PjS/CPPV I — ' V�G SET%2" IRC LB7264 o 00$D OM_ nom IW W : I�- r JiCtfI 1 12' DRAINAGE EASEMENT (ORB 23300, PAGE 1851) I I t ---------- ------- ---- t I PAVERS --I t - -� BELLSOUTH EASEMENT — — — (ORB 20705, PAGE 1162) ® FOUND N&D *LB3591 B Ifo— It'l M 947 Clint Moore Road SURVEYING & MAPPING Boca Raton, Florida, 33487 Certificate of Authorization No. LB7264 Tel: (561) 241-9988 Fax: (561) 241-5182 s LEGAL DESCRIPTION TRACT F-1, "RENAISSANCE COMMONS PLAT 2, A P.U.D.", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 103 AT PAGES 104 THROUGH 107 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAIN 37,321 SQUARE FEET, MORE OR LESS. u NOTES I. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. NO SEARCH OF THE PUBLIC RECORDS WAS PERFORMED OR REFERENCED IN THE PREPARATION OF THIS SURVEY. 3. THE BEARINGS SHOWN HEREON ARE BASED ON THE RECORD PLAT. 4. ELEVATIONS SHOWN HEREON ARE BASED ON PALM BEACH COUNTY BENCH- MARK "BORG", HAVING AN ELEVATION OF 13.035', NATIONAL GEODETIC VERTICAL DATUM OF 1929. 5. UNDERGROUND IMPROVEMENTS MARKED BY OTHERS. 6. FLOOD INFORMATION IS AS FOLLOWS: COMMUNITY NUMBER a 120198 PANEL NUMBER o 0005 C DATE OF MAP INDEX o 9-30-82 LOMR-F 6-28-2007 ZONE a C BASE FLOOD ELEV. s N/A ABBREVIATIONS L ASPH C C&G C.L.F. C. B. S. CMP CONC. COR. D D.E. I . R. I . R. C. _L, B.. L -Sa MON. O.R.B. P. B. P. B. C. R. PG. P.O.B. P.O.C. P.S.M. SAN. M.H. U.E. = ARCLENGTH ASPHALT = CALCULATED CURB & GUTTER = CHAIN LINK FENCE CONCRETE BLOCK STRUCTURE CORRIGATED METAL PIPE CONCRETE CORNER DELTA (CENTRAL ANGLE) DRAINAGE EASEMENT IRON ROD IRON ROD AND CAP ____1_.LGENSED BUSINESS LICENSED SURVEYOR MONUMENT OFFICIAL RECORDS BOOK PLAT BOOK PALM BEACH COUNTY RECORDS PAGE POINT OF BEGINNING = POINT OF COMMENCEMENT = PROFESSIONAL SURVEYOR a MAPPER SANITARY MANHOLE = UTILITY EASEMENT LEGEND -6- FIRE HYDRANT WD GUY ANCHOR 1 GAS VALVE S BACK FLOW PREVENTOR ® GREASE TRAP O BOLLARD METAL LIGHT POLE © CABLE TELE. SERV. 0 MAILBOX B3 CATCH BASIN Q DRAINAGE MANHOLE ID CONC. POWER POLE © FIBER OPTIC MANHOLE v" DOUBLE DETECTOR VALVE 0 IRON ROD AND CAP El ELECTRIC SERV. -x -x- CHAIN LINK FENCE SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE AND CORRECT TO HE BEST OF MY KNOWLEDGE AND BELIEF SaSUR YED UNDER MY DIRECTION. JEFF "'HODAPP _.._....... SUR OR AND MAPPER FLORIDA LICENSE NO. LS5111 LAST DATE OF FIELD WORK e SEPTEMBER 2, 2016 NO. DATE BY WD REVISIONS: FB/PG 1 11/14/16 JSH REVISE PROPOSED IMPROVEMENT LOCATIONS 2 3 4 5 6 S5) SANITARY MANHOLE �T TELEPHONE MANHOLE SIGN 0 SANITARY VALVE o TELEPHONE BOX 4 TRAFFIC SIGNAL BOX R1 WATER METER p WOOD POWER POLE x WATER VALVE ® YARD DRAIN SEAL JOB NO.. SCALE _ FB/PG DRAWN CHECKED 02151 111-30' /1 JSH JEK SHEET 1 OF 1 ., - _ ,_ fig'. '.. ,_ a .,.�� ' �.;7.==c �:,,/ �I �'`' I---- .0,-�1- , .�.° _ _ _ " _ _ " _ _ _ - - ## „„ _ .. _ _ ., _ ._ _ {_ _� _ e{ ( Ij..�, .I ?�i �'" j, j Z If III 11 I 1111, . 911) = z y Y a-�,"'.' G 9' % <„ahv.:� ar.�.avm.,"uarr u, !� _ I 11 - _ J _,_ _- �r i1= y z € �' _� 1-��� PHASE_ N - �x 1 t I 131 €i ' ( Z' a , , 1 y, %' :1' tI e_ I > 9 r I _ - - -T I_ 111 II',. 1> 3 Ij �' , a„ __ £ 9 P";• < ''i V r� ,b.,s w f2r , j € a $ f t f fICtL ,a' %t c, .v Y. , �'• ai -"-,--III h ........."._ _... _. ,__. "_. ". ,�-- - t , nri. „11..11 „ £ ,eZI is s '� a.«,a � ' ax a >� _ € _ " -- _ _ A �. . w.... �,_ .1111, .1111 - ::..;. # yy s £ t _ffi - ,s_€ s '{ "". , M,1M1rf_ 9 ,£ "".-,�G •I „ _ f ) li i #t h�,/•\.... 11..11,, .-, . :11.11... _....._,..J z - ,<-,.A., 7' '.1"" } S _ # i --h"!,a g-i�".1111,, 11_.11,, ",.,,s %..1111 s ,1 :,. „,_ __ _,..".. j 9 ffiLi �' = ,,,'.."_ x ............... �,_ __, t` 'ur, o »m"u - -`` .. 11_11,, _..., __ ,__' ,.§ v 3 - (� ,� ",.""'{ ., -- # 1#a 1111" .. P -., .., - - - - yE -_ 1 y s_. / t CP ry > t 1 I 1 ?I - - - - - - r " of PAR N �� I' N.;� ', .. 1 Z �- _ _1111. , - - - - - - - - _ � I.A,i �,� ��:_ �s:� =u, %C I -I�- - _! P _�"..__."" i€I i3 a�, � (f" Oe -I( ._ - ,, ,_ �. m_ w,�,_, - _ _ ._" ,"� M � " __ .i " - , _ • ,_�"_ ._ ° T FORMER S}I.O i - m _-- _ -- _ ' / / ifit if F --- -�-_J� I- - li I £# _ j< //I REMOVE CURB, � _ m � 'd � I £ li � 131 1I ;_ v � # � - - _ - _ - HANDICAP RAMP - _1 ?�, i REMOVEDf 8 i II r = C- - - -, SAWCUT & MATCN (! E _.._ . I 1 _ - - ___ - -L - _-F.X1ST.lN�ASPHALT - i ` m1 f (' II 1 P 1 Z =-_ 11 _ � HANDICAP RAMP - - - - - - - - - - _ - _ �_ s�� RAMP _._ _ ., �,�, x� i i P 1 IS Let'-- €i ; r- _._ ..-_.._ _ , _, . .. -._, _._. ._ ._, ._ 1111,,.. _", _ L' * (CHANDICAP /I'I" it I qI tf _., __ ?i - _' . _ ....__ ", u - C €3 (CR El AP RAM - ti . 131 d t , ® & < = .1111,_.1111,_....,,, =... ,r",; _; mm ....1111 .-1111,, __ ._," = _w ,1111,-:-": '1_1 11..11_=.:- -_1111, '"'•` `•-- '---' ..fir:- �.,.- 11, ,� - _- . "_ _.,_ :. _, _w. "_. __._ _ 1 P C < �' 1 I II I II � y£\°. \ i RAM � p � - ._. _" s � 3NOZ \ " i' I - j - - -- - 1 �; ., t _ __ .,_ JI i //1 - __ - ,_. __ "_ , W , _,_ __ """ __ _11_11 .., - _,_ -1 _', _ __ _.,1111,... _. - _, - _ _ ° o k �3 t� ` _ _ L*f � ____ - � I � __ � t m j,/! �_ _..._ { _ . w X11 _. _" 1/// 1 n .....ttd :.. < `-� RE 0 CURB. �� 1 I i , .1111,, 1111.,, .1111._ _" „ 3 I O _ t 3 �,, �„ - m _ E C !NG ASPHALT _ _ ._.,. ,._ I w. _ _ ,J 0 30 60 ° __,i „� , & ,.,, , ,,,cam„ „_ w�a, U .� �,,,, w.«, .�„z �a „.1111, .« < ,,. '.� .,,� �,,,� « u «� ","" ,~, «<,° .gym 11.11, �� 1 ! g-� A 11_11.,- - L1_ II_ _- - p ° p - --` \ I :�_ - ( II -- J M �M w o \ , ' �` �\H ICAB - - - _ . - �> I I --- I-L11 I : „,a�� TRASH [ . cbn \ „s` (Cfi J EX. 8' DI WM -:; 1 " = 30' I I _ � ' Q ° �w�. 13.45 A ��, I I ( r_„ a I / v/, ! 13.40 /30 LF- l5" RCP SD (� I HANDICAP - 4 1 (I i 1 I / / ' I I F F.=1405 4. 13A5 �`-- ��- I �I - �'1 I (CR -C) , / / / I 4 I i __ , -.�d�,woF,,,�,.».--,a,°�,�.��,��----,a�-- > / / \ 1 A3 I / 4° I // / I i BOP EX. 8" DIWM= 9.0./- „v " SAWCUT &MATCH / I/ A3 a o ° 4 q� / I # TOP l5" RCP SD- 8(10 EXISTING S/W I o"1111. ,. ° I , 1 ! 9 / � 11I I _.., __ __ _,. I s, II /327 I3B4 35' DIACATCH BAS/N Q. _ l•� ` _ .,. ., _ i i I >. >.. . 10 ; w p mss, o. I =r ;: _ # 1 \I 11 I m� a"w i - ..-. _ -° 3 . �� I ` G E. _ 1280 I 0 1338 a' C'.a ° f ��� I i I / I / / I 13 I I I / \ \ l•E. 8.20 E,N � `� 1 0 5' x 5' D/NG `S� ° i � � I' / / ' it I I I 1 i !� � _ : �. I 3 ( 1 1 I I / T Al I, ----- -------------- ❑ h i I\i 1/ I 6 iI I j t F el £ / X { I I I I EX. CATCH BASIN / 1 f \ �I Al EX I I �_, / I( I) y I I I j` �1 /355 S ff 0' p I I / 1 I I G.E.- 12:63 ° I � - 1 h f 11 <° / I I I I I I i. E . = 8.09 (N) a f. I I 3 ` � 35' D/ACATCH BASIN 9 r '�y �- �`/ _ 1 I / / / - -T`I 1d 1390 I I Y 1297 o I L/ (' - µ I ��.� _J i � 5.21(E) � i( � j I `L\ •I G.E._ 12.45 1 1: ^ 1435 /3A IL/ � i) I I I I_ I.E.oI• I I - _ __, - I y 7.13 (S) � I I I # I = 8.40 r, 9 .. { I I / 1: , / m., l _ I„_ . -"" .,_I i __. I 1 8.4 4 (N E) JEMOVE I I I I I II \ 11 II . ,' I. f29p 1290 t °' REMOVE ` I. I t - � I / / / i 3__ _ # �--�,�.-- �-1111,,,, 3 Al I ' I / -` \ I 1 it l , _ ._ - I �, _ ,. _ - I E X . CATCH BASIN BLDG 2 A t EX 12" P G 7 _ .......... " _"-_._ I I ,-- -- - - - f' , - - - � E._1240 I to ' . / - -i .= 12.73 I. I. • ' t I I ._ _1111, -,_ ,,,,,.1 11 F --- � / , € , (, #' 1 - ; X, u P RDSE P ^ I _ i { =i,e - W II _ 11 1255 • ; E` 6 STORY I_ _ � -,_ _ ... �� 1.E 7.00 (S) (PLUG) _. _ - ( I 0 I - r, I I `I i, l E.' 650 N I f _ ✓ 1. ` I• £ �. I x",. w , " M ",a HANDICAP I� { -., . -, " 6.90(E) v- i { o X atay FF.=1450 l 750 S i I # I_" .__ ".._ i 1 I I 10„ P I I I I I ? is .'/' ' ( k RAMP 1 Ix I I I I� =1 1 _ ,, CORE &CONNECT TO ", % f I g I I lT - I I i / '' A Al ICRC) I: {w { /;# W."........_. # I w I k t ..I i 31 .__ ,_.. ,_ EXISTING STRUCTURE I i I I� I ? �X EXISTING l2"PVC ROOF Al J I � I j I i//�( i __ _ -_. „" "I I I ` 1I t 13: I- I p DRA/NAGE FDR BLDG.2 TYP Q i { _ t 10 1 1 I ) i- i I I y ,4' . o E ,D, RAMP (12:1 MAX) ° 1 /3. ¢) - I tT- ___ , it ., _ ". I I, l w.�.��.",°„°�,„�.�"11.11,,," "I 3 3I�( I . I 3 ,( REMOVE I. CURB I� ° I- I I CI it 11 1 _ _ I I I I II IIx Iw I 3 �i,�y� EXISTING t Q 32�J I. i i vel I". it 1("--""-- I I EX. SEWER MANHOLE I I �. ° � 1330 I 1 1 1 i` Iw w w I I I R.E.= 13.04 I I I I I Pvc RD I° b b , .. PARKING °.; I I U' SI I I �e,� ww.�9�"�oA I i 295 A2 i. ro ro �� SPACES I > _....".. I.E.= 3.89(E) I I I (�ji A2 °❑ ODO� PACE Q� � - .I I I w1 III £; 11__.-�..„_ I i 4.02(NW) I f 2 I I l3 3B5 /325 /420 a ° . I . I ' I o I 1 II ._I _. _.. _. , ., a1 It I I I I I� - - - 1282 1425 ❑ � lu h I (n I °� 141 ;1 1 I € I D(. i1)"I P� /435 4 i wI -I # _{s li_. II I I 1 o- {- o,. 1111 a„ 1111,,, _1111, „fl >; - . a i " I v I w I IS .�.. ;I l (/ I 1. I - I II Il 11 ,-j I I EX. CATCH BASIN I h I • ° G. E . = 12.4 5 �° w 4 1385 ° ' ° 5' S/W 5A% - I 1 31 _1 _w w, 1I i _. i I M®NT���R®� I 1 I,E,= 512.45 I , I I AX. P IC ` I ri-I- _-1111..._.,. 1360 !3 M SLOE ` i I I 5.67(W) -� q2 �, I C i A 3 5 3 ° 7. I }' w� , i IF, _ tE 'Ek. UTILITY EASEMENT ®1 A2 I( _ 1 I #,___-.--, r I / 8" INLINE D I4:,, I I�„ X( I 11)I .F :, I , � 4 �� . ��� `` ` GE._1335 RAl ° I I' I� � �' I h(O.R.B. 22101, PG. 477)_.,-___,,,,,5 1 €" r�`�„{, 8" INLINE DRAIN 6� $,*klL?1 £iSIT n E O I i _ I 1{ - I „m _.,_ _,. _ _ I I _. "� _, . _ _ _ __ _..__ _._ __ _ 99 i ` 13.6 jj� / `I . I ; T .K �° I - _ ._ _ __ .__ __ 1-11 -- _,_ __ _ - _ __ _ _ _._ I 1 - l E. p960 xy-, �, EX/STING /2" PVC I I { / i - I ,'" ( -, /,`._ ROOF DRAIN I ,£ `_ I- # .<q t _ /� / t I ` --- - ! :' -,I _ , I I€��„•r ;" � - TYPE D' Al _ Al GARAGE I I i i + , � " �. > 3 CURB I I , __- _, ," 1 '-�.�" �" ��i- _ - < �_ � 1 ? � r COPING ��/� 1 __...__.. ,_._ i i� s'<1 Ila y ,� I I I �_ / ��` €` EL -1395I PA GE I I �? 3`(` �-� _C ,1 i`< '�, I ���a.F�. •1. I �jl IN i= 1I i I i -,t. 11 I"�-PHASE 6-_ I,_. __ __ ...1111. __-,", __ __ ___ _ .,.. _ _...,... _...._.. _., ___ ( I I /v I I II _ I �., I { l I y ° 31 ;- i I lI I IS it `�_s,�� _ J i �,,� „�� 5 S RY a, , , _,_ _ x .. __°,__" ° I- _.. ,...._ _., ...,..._ _ ._...., _....._ _ ,_.-. t ,._ . ,a= , ate, i li II _. ,_.. __ _.._ _,_� I 1 I j ( ,' _ _" _1111, _.., . a _ "" (BY OTHERS) . I ;) I { li 11 - - C 0 M P S ®N ; 1 --w�--, ",�",�,-- � / t �'�I � ; �" � Al Al �� 13a5 11/:5 t i�' .. _ i I . r� .- - ^tea, „x., ""1 I \ /" ),.; - "* `s 1 ,.1111,.., ..__ .__. W., ....1 � Ff.=14.35 { I .65 1 i f ...,_. _"_ _...,._...._; i I IF,y- :y, POOL O , €t i Si ; PLACE I I I �I�}.. _ "� \,` " 0 F .1 { i I I y3 � 8' INUNE DRAIN 5 1375 ° 2 �� i I i 'i - - - - I 3 EXISTING I IX� , l / ® I �-._" __ I I FIRE HYDRANT 1 � i.' 1 ,t I ._ . . „�', RAIN h , I \ i 1 3€ I{ 11 /,_ 1111. 3 8 INUNE D ": r iF.= 875 W .. G.E. 1300 1� v �, I { I r-� ,_ t- - -- - i I a� r . I.E.=9.40 i2'INUNE DRAIN ° 1 1 I' r1' - - - fi i I pi I I Al Al ., G.E. 13.00 1 '. I 11, I --- I ❑° EX. 10 -1111 f: _': -\ I # --- 11 _ b 1 I 1 €„✓ - _ s_ 1111<': i , \ s, '. : I I, LE. 9.70 i � _ „ 1111 1111 ___ �,.� _: I _,. : PVC SS „_ 1111. _.--`--�--- z-.. . " ,_ s .,M,,, >v,° _.11.11.,. 1€ 1111 p� I r, t, ._.., 117 -1- I r f ., 1 r \ 11.11 \,, ? . - ° { ° F .. : i 6 I , _ _._ ." ... __. I EX. CATCH BASIN i� _. _:.1 _. .. , -- N \r\ 1 , # _ \. HANDICAP RAMP „ 3 I CAT N BASIN t . 1111,_, ,."_ "__ "_,. „__ 11.11,., __ "".. -_ I ,. f # ,. ..11.11, .11.11 »,.v..: -;!. ,. �.. s , I _V• \. \ , - , - . '\ , #i .._ ­.- .._11..._.11 I G:E. 12.62 1 1 ) � £ E;,_10 ;P, SS I { °`� f ' . < 1 = � o -Y -,' - - __ - _. _! _ ; '_ , G.E. 1380 s � ` : ,Y , � I MA CE � I I i ; INTENAN �.._ I<,. I � � j .� ,,.�. ;1111,,, 1111,,,. »., 1111,,,. _ � I . E . 8.4 2 (N) i 1 1 ; I� _I � � < , t � � - I _ ..._. _" �,.. _...._ ... I 8.78(NE)REMOVE I I I.E.8.40 N 0 I3 : I I, _,li I _ I I I I I I I _ A3 A3 �r w RO6M {_ ( 11 - __ -.. w, -111. I , _.. 6.0 5 (E) I f I { 8J5 S �� .� o € I I; __ .... .. ...... .... .. ..._." _....._ __ 1 1 I I I J\ \1111 ,� /��` _� � � m I ' •I. 1 1 �__ PUMP I I ° 6.57(S) / r, �. `' w FF.=14.35 I i it _ _ , i 33 LF , 1 _ EX/STING l2" PVC ROOF '!`i` `iv1.�'..� v � � I� ; .. � _ .__ _�i , - _ kx a2 Pv� D �o OOOOOa ROO I I } " I €1 ; 1 I 7.0 5 (S W) 11 ; -i_ - I �. l2` HDPE SD „ < <i } ( < ., - __ I I 4.62(W) I - - - - - I - ` r - 1 f - - /- DRAINAGE FOR BLDG. 2 ° ( i i -- / 1. I o f I I# I I amu. ) '1 { • 1332 °� i X to I I CORE &CONNECT TO EXISTING I 1 i I /320 I ° I w i I I I,. __. I i' / °. O .�" 143/ 143/ a T;'.I 13.40 I 1 I W = 3 I I CATCH BASIN @ l•E= 450 I 1 I I I _ ' 13)0 / 1325 /3B5 w ._" -1111_ I� f� 1450 ' '" ° 13B5 ` 1430 v i I //I E E X. STORM M AN H O L E I 1435 /430„ 30 LF 8 HDPE SD / i R . E . = 13.10 ,l I ° ° I - - - - ; - t I I I . Bg 1350 ° 13)8 /, - .. I I _ i + I ( - 1430 %> �. I �' I I.E.= 6.41(E) _ ......,_ __ .�....- ..._ .....1111.,, �' , / , ` .. _ " ° p�w, <.: _ �� I ( I "... - I t S ° " ' ° �.�` ;�� " ° •` ;��.: • it?�' ' __ --_ _,.. _..1111 EX. BOP l0' PVC SS 675 I C t ° , . I f co l 1 . �1 I I 6.38(W) I - I I I 1.05 i I I Ia . _ -., 3 � TOP l5 RCP SD= 6.00 � .�` � i �, \ I 1 �D • . ° • . ° ° • ° • ° 13.35 13A5 /3Jo 75 LF- 8` HDPE SD ° 1385 - • i I 1 ° E %---1_.�_.,,�.I ( 1 1 ..... .... l3J5. .. •" .. • . . 5 °' � X 1 I € I I $, 1 ' 13.60 . f3ki5 /320 w I I - _ ___"._ 1 6.32(NW ff v.,u,----,_I I .... 1 i_ _" - __„ ..,i I SAWCUT & MATCH i� II I i I h. i ,1111; 23 LF- EE I'.. I I I EXISTING ASPHALT Ii I I I I 1 I I I I l °RCP SD l9 LF- // 14)0 1350 IF O- -- t__ I_ I I 1 I I GRADE I l �LI ='<t 1 I l 11 tel" RCB SD J I I I I ti,,,. ,,,. I I j,� i I I 1 . z° I / POOL BATHROOMS 1 _ -- - ,m I I ,� ` � 1 I i I� i i � /3.45 � I ❑ ° I CLU ROOM RAMP - la:. 1 I t1 / 'j 1 1 F BDP 8 PVC SS= 8.65 _ I �.� i I TOP I5' RCP SD= 6.20 I - '�' I ( I I I =s` I ° LY /l�" PVC RD 14)5 /2 /MAX. FF: 1350 l2' 1NU -DRAIN /S t c� 1 :,1 I I 3 I , F o v off{ �, / li I I I 1 I 0 1 f;s I i I> 1, I ' f.E.=870 \ 6 MAX. RISE /1 ' x I > 1 .. I A G.E. 70 u l I£ i A2 A2 A t t t, _ 1 fl �� I 1- A, ,/ v Al LE.==ro Al t, I _ II i i i1 1 I ;, g,,l ° • ° 'c ° i , 1 Al A2 1 , , },# I xl to : 1325 /3751 / FITNESS REMOVElk, 1 If it I I __,..__.__.__ _W. I �I REMOVE CURB. SAWCUT _.._ a, Jr,v EXISTING I _ V1 1 __ __ <.._ ,._ - „ I_ __ .__ _11.11 __, ___ _,� if w l `I i I i; Zy. I xI ,. _.. __ I � �; O W O 1 wi - I z' . _._ __ .. ., W _ -__ .".. r: ASPHALT &MATCH -�--_ "_1111 I I `I1 I I;" , IX ;' i° ____._„.,_,__"._,___11_11__.._,_,__1111,,"„"______ EX/STING GRADE 1 1 ; �� .11.11 - I ' - i II ;;� ► a ' v 35' DlAMANHOLE BLDG . 1 /0' PV RD . ,� < I `3 w . TYPE D' i =t I 1 _ ._. _,_ . G E. _ 1435 . :. f ;"' _.11_11._..,... ,.._ _. _.,. " .,.�----I-&"-, , yw,-¢ II I.. Il I CURB P. - aC. I_,_,. ii , .,,,,,M.,,... ,.,,,,m., a..,, z, I 6 STORY _ , I ii' .. i I1 ° ❑ 1 - l E.= B.oO N , � LAN, I L 1 T- -� -� Iu I`I;: 6 , Ill 'I I#3t { ,i /3B0 I° 800 S '"�' i'1 € I III`i 1' 1 1 I --�, 1 I I 3 m;:; µ- �# I 1 1 EX. CATCH BASIN 1 8 _ .__ ._" . - II 1 ..' . I' t " I „ 1 _ 850 NE FF.=1450 i 3 I i 1 I I STORM MANHOLE I ,)' it II I- •° ' MAIL �. 1�1-11-t____ `�Ii II i 3 1 I II -I Icp I, I 3 1 I i I.E. 6.48(SE)PLUG I I G.E. - 14.30 I � ,: 1111,; I I� ,1 " 1380 1 . � / ;i, ` ' - -i- 7I II 6.44(W)PLUG I 1.E.- 490 S Il£ `I /350 If °��°a�� � � �I �� _L_ I Al Al Al A2 A2 Al Al Al A2 1 7.80 N a # i ` " �.. {- ., ` I? -1 _ _. a £ / ' / v 1 111 € it 11 CORE &CONNECT TO __ - /, 1// �y , 011LEX. FPL Q 11 i � I 'I L r EX/STING CB.@ 1E=6.44 E I I _ 1, I I < i -,yam- � i -i It I I EXISTING TRANS ORMERS % I 1 I I _ / _1111...,,, /w `"� I I" -i- t-�-"� `'y 1 FIRE HYDRANT . -1 .,w ", ."m, y,m ao - - - (TD BE EMOVED) / N N L I I1 - h _ ,- - - w,- -� - - - - - - �- - - fir- - _ ,1 1... -r_ , _(_....a LE SING1 I BOP EX. 8" DIWM= t :. �- , swn +ma -vii,,, .�, , - ' z �--�-I, z° _ _ __ _ _ ....__ _" _ _-- { I I �__ y^ I _ HANDICAP - 4, ,/ �_ 11 _ ii I I 1 1 TDP 2 CP SD= 8.70 I REMOVE EX. 24 RCP - , € °� /' Q ( I 1 I s J _11...11.,., 1111,,,, _...- ..«..1111,...,,, ".....-„ «... ............... ..... . :ii �- / L ".. .,x«a„a ew,« vx; �,,,,...,°, N„F ,w,,, .r r........., ..,". 11.11" -_1111...,..,,,.."1111..,_„ i1 .uu :«:+ uue uuw w asa s.:� wim ,,"rc. , "%-ii a,x <<`.1/ 1 _i L_. 'i ! I T �Y _ _.._ _.._ _._ ..11_..11._ ._ _ ...... _.. _.., _ "_ _,_ ." __ ."._ .__ ,w. _ ._,_ _.." .... ... ........... ..,_ ., ._. _ a _ _ - - _ _ _ _ _ RAMP / _.< W_ � _ ._ ."11..11 ... . ......... .. _ __ __ _� ___ "_ _ _„_ _._. "_ .",_ .._.. _- _._. . - :.-: _._.._.:...1111. _� _ -- - - __ �_ ._... , I ' -® " �` 1380 /380 1360 X� / w. , € I t I I I I" -< . rcR�l 5'CONCREI E S/W �,I �:.." I I I t€ i 3 ----------t-- --+-------- fv� � wti' zz ✓` -_." _ _ 1 BOP EX. 8" DIWM= RENAISSAN 1 �_ C E C I° OM -� M I COMMONS �w �: �a S 1 # TDP 24 RCP SD= 8.70 TT f I 1. / " I ..1111,. ...." "., _....11...11 ,...".....-. 11.11.-. ,.,...._,_..,,.,, 11.11., .11.«11 .,,,..,,,...,....".. "11..11 "„_. 1111,,_ ._., ..11_11. „_,. 1111,_, ......._ ..11.11..,... �. , ,... ' 11\11'.. �,s�. v ._.,-,. .11..11 • , . 11„11 -'... • ° \ ... ...1111 11_..11. • • _„ ,.. , _1111, 1111., q 1 11 1 I i 1 I `t " ` - ._.._" � Z, + v v v v : �'` PROPOSED / / i€ - - .. I / I 111 1 I ___ w- 1 __` w v�v EX. STORM MANHOLE / I t I I 3 I EX. SEWER MANHOLE BOULEVARD SOUTH i € I I - �� UTILm' �� I Iii 3 _ 11.11 ----------------.- Gv Z;;'� - I I /I r __ _,1111-, „_ _11..11.. _._ _ _ _. _ _._ ,_ _„ ._ _ _ __, __ __. "_ ,_ _, „-, _ __ ,_, _ R.E.= 13.41 ti.....-, v,. ";,..y .. ............ _",. ,_„ ,... -..,_ 1111,,. .. __, . , ,__ . .. ,." ... _ .__ .. __ ._ _ _ -- 11.11. ._ _ _,. __, .,", . __ _11.11 . _ 1111 _.. ", w_ __ ___ ". 1111," _ _ . , . , _1111,, X 1 EEASEMENT ms.",µ. �- � „1 _ _. "1111, _. „_.._ _ -__ ._.., _1111. _ ,___ _ _. _, .._. _ [ I / 1 t 1 . . -.... 11._.."....11.....,.._ .-11....11.. <.,,, .1111 _ ................ ..1111, .,......". 1111,., __._., w .1111, \ .. -•„ \ .. .1111.,. � w,:._.. ,. _... _ _...._ __. w \ h I R . E . 13.17 ^,*, f 1111,,,, _1111,, - .1111.. 1111,,_ ....., - -" ._,_..__ ,*1111, / - [ - ' -� 1111 � # I � I i � -�., A-� \� \� � � � �� , }. I. E . 6.36 (N W) PLUG � f f' o I; �c � f I.�" \ n I w. w, ., \ l I C 9111 z �; I l I I I.E.= 2.49(W) o•. _.__.1111111101".,_.. ____1r� �;;t _ /.��`. � \, 1 I I 1 �_..,..�� ,�. �. �,� ,�`� ,' � 6.36(SE) � I Iv � i \ /,, > i} ac o u�. o I �1. , I [ I I' I I < I .� w __ �-_w. _r ._. °1111,° .. _... , i I _,":_„"uw A 1 2.28(SE) i z- ,i_" : w_ . � �\ \ F �.42(NE)(16) L - I; a s' Q o ^'.,. EX. UTILITY EASEMENT 1 _ ,_ "11.11 11.11 __ _., �,_ _- -mm _.," _ ...1111 ." _..__ ."..._., .1111 _._ -_ _ ,__ _ __ .,_..._ . _. _._ „_....". ".- -._.._ _._ . _ ` I 1 \ 98 LF 24 CP SD b l i z i I I �, \\�X , e \ tTR :h 6.46(NE)(6") .1 _ I I i r / � � w `` - \ 8'"Z° �« \ S CORE & ONNECT TO / I I i W.R.B. 2 2101, P G . 4 7 > { I I 1 \ \ � \ \ S , M , �- / \F �'/ I I BOP�24'RCP�SD-6�25 i,, i, \ /F . C EX/ST MANHOLE / \ \ -f _ _ _ __ I\ F /\ I/ TOP tt;I i v31 i ,:r �_�, " \,; / �, \ Lj `�' \ "" " �� I.E.=6.36(N) 1 EXISTING i / f\ / /€ II I I I 1 # " \ \ i , \\ \ CONCRETE / o-, i I, ( I \ r" V` \ -„_ ,-- .,- .,<.. 11.11,,_ 1111,,,. _._. 11.11_, ..,.... 11".11. 1111,,_ .1111,_ ....-.. "."., 11"....11,.. -1111., 1111,,,, _11 ",_. __" "'' ".,...",_. __" _-, ".".. 11.11." __ _11.-11 1111,,,, _.., -1111,,. - - ""., _,_ -, "' .,". .... ........... _ ro - ` 13';1 I €�£II i I f ,I I -K"- . \ \C \ \ N,` \ / \\ a I I` I / / _ ,_ I t t I S / " \ € I I -1 it 1 \ \ \ \ \ \ , ". \ \ /// G\\ L I i iI I Ir_m" 11' - z - I "(7�j1 I I f / ,_ __ ._...., __. " �w_ l II I ) \ n I �, \ -- _- "-- - -- . _- __ - - - - - 1111,_...„., 1 __ . ,. ,.....__ .._ _,_ ._ . „_...._ .."_ _. _ ___ __ _ _.11.11 _" _ _ _ __ _". __ __ "_, . ".", .__ \ E I \ \ ,� t 111:3 � JI � iIiII / � -�.. M"� \ �/ � n\ \ I � I (I ., >\ III II i I I ,1€11 // -. - \\1 " \\ a \\\ \ ���� �\ \�� I c. ii 3 I =/�- 1 I illl 13 1 1163 / _,_ \�\,.. \ , Q/\\\ ? I I I I / It .,. 1I --m t, €.:.1�i 1 I 3 I 12 .1 / I / ' I 4 DIA STORM MANHOLE r �I",� *- EXISTING LIGHTING r Y 0-0 0 o PROPOSED LIGHTING (BY OTHERS) _ W I 13-* N LOCATION MAP N.T.S. > a 0 Z N N 0 - NOTES: 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929 2. ALL ROOF AND CONDENSATE DRAIN LINES SHALL BE TERMINATED BY UNDERGROUND CONTRACTOR 18" ABOVE GRADE FOR TIE-IN BY PLUMBER. 3. ALL PVC STORM DRAIN, ROOF & CONDENSATE LINES SHALL BE SCHEDULE 40 PVC. 4. OFFSITE IMPROVEMENTS AS DEFINED BY H.U.D. ARE ANY IMPROVEMENT LOCATED OUTSIDE THE PROPERTY BOUNDARY EXCLUDING SHORT EXTENSIONS OF UTILITIES, WALKS, DRIVES, DRAINAGE STRUCTURES AND SIMILAR IMPROVEMENTS BEYOND THE PROPERTY LINES WHICH CONNECT WITH THOSE NEXT TO THE PROPERTY LINES. 5. ALL HANDICAP RAMPS SHALL BE INSTALLED PER FDOT INDEX 304. MATCH LINE (SEE THIS SHEET) ', ,.asa V A c�� "� �, A " V `�'e �' ,,r ,I /�� C \ , I ii \iIi k. _ \ n A �� ' \ camA ', n "" � ,, I c. �If � �� _ __ __ _.. -- _ 11"11 ,_,,, 11 lli�l "' , __ _ _ ____ _ __r 1 \ " \ `y � �\ � �•y'�----EX_WTR SVC ----- I l f. \ 12� 151, ,"`"r sir„a �,; i I k IY ` . _ ii :� v �. ; f =j 1111._ ,; y " "° 1111 `'s � , �, � t s I ,-ii) If , ,' ® y, u', EX. 12' U.E. I I, II 1 '� -,,, """ tit ' li # 1 \ t a ,F t. 1,S" \ "a I r I - ,_ .. 1y_.;3 #__ i ,;\, \ ' 1V i 1 1 TOT -LOT II il `_ v I 1 (DESIGN l t i �,1111 \ I BY OTHERS) ' > 'S \ i` # i \ r11 � i I I w 31 I r 1 \\ i .._. - .... a 11 a ,1: ,. \ I I , ` L , i \11 \ \: \s , I i \ ;\ ,e,,, ® i i 1I I �' 1 i \ i\\ i, E r_ _4 = __ Il L," . ,\ e \� \ i I 1 ........_ .. ............ i ........... : ? I i 1 } 11' ti EXISTINfv `-- �\ iii` ` , \ € i FIRE HYLI. \,li \ -- %, __ --- t=-----��i I,,.,. "\ 1111 1 ii V - - 1i 11 \ "I i1 {i 1 T' ` \'\' \ \t\�- \ ' '` �-E 12' U.E. I 11 II `'i 1=t:i ff RIM ELEV.=12.75' E INV. ELEV.=6.48' UTILITY EASEMENT W INV. ELEV: 6.44' (ORB 22101, PAGE 477) _ U/&' 'L ____---------UTG EPC-ti� 1 ate\` 12' DRAINAGE EASEMENT (ORB 23300, PAGE 1851) b TR T A-6 M tet' 00 N 7 0 0 0 0 (10 TRACT D-7 ITY EASEMENT .B. 27402, PG. 1080) 0 30' 60' GRAPHIC SCALE 1"=30 ` _ V_ GA? SWAY BLVD LOCATION MAP NOT TO SCALE F UND N/ L 7264 CONC L CONC 0PATIO 0.7 \ -- N 6° 04 03"N/ PATIO TYP.) z FOU NDSj�RC -3 1 (TYP.) e 89* 5914$"E 331.26 S. LIME TRAC 9-7 — — — n — — 3591 UTILITY' EASEMENT 5. �\ ! 6 ------- — ---- ------ / ORB �2101, PAGE 477) —UTILITY EASEMENT — pd i (ORB 22388, PAGE 1093) — — — — — — — — — — — - R = 8 .50 \ —--------- 5'CoNc:SwK. -------- / D�22° 50110.1 I�L=34.87' / TRXr H PROP SES FENCE SET/2",IRC e \ LB7264 io \ P R 0 F' Os D / UTILITY EASE 4T PLA`, GROUN (ORB 2210AP GE 477/)� EQUI�MENT ELEC ' ' C PANE O i �\ LIFT STATION L� 0g PPG 1G �`SSPt.1GSO VQ sT CONCRETE ��� NC SE 164 12.0' W / /; 2'j��i� / Rp1`r E� z a 0 ow car- hu .40 8.2' ;.. 7Y, "l IRC 77264 j R=457.00' L 53.80' r� D,L 06 ° 44' 4" LB72641RC ` i i 4S _�S76° 19,4j,, I (i I / �ETY21f IRC �B7294 jv s� PZS/CP SET%Z" IRC I LB7264 1 - I OMI ASPHALT C = CALCULATED C&G = CURB & GUTTER C.L.F. = CHAIN LINK FENCE _- — PAVERS IIS f O CMP = CORRIGATED METAL PIPE 12' DRAINAGE EASEMENT (ORB 23300, PAGE 1851) I i 1 i ------- ---- PAVERS — CORNER -'i BELLSOUTH EASEMENT — — — -�-- (ORB 20705, PAGE 1162) �] I FOUND N&D --vi \ +L63591 8 LEGAL DESCRIPTION TRACT F-1, "RENAISSANCE COMMONS PLAT 2, A P.U.D.", ACCORDING TO- THE- P! AT THEREOF, AS RECORDED IN PLAT BOOK 103 AT PAGES 104 THROUG d 1v7 __& THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAIN 37,321 SQUARE FEET, MORE OR LESS. NOTES I. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. NO SEARCH OF THE PUBLIC RECORDS WAS PERFORMED OR REFERENCED IN THE PREPARATION OF THIS SURVEY. 3. THE BEARINGS SHOWN HEREON ARE BASED ON THE RECORD PLAT. 4. ELEVATIONS SHOWN HEREON ARE BASED ON PALM BEACH COUNTY BENCH- MARK "BORG", HAVING AN ELEVATION OF 13.035', NATIONAL GEODETIC VERTICAL DATUM OF 1929. 5. UNDERGROUND IMPROVEMENTS MARKED BY OTHERS. 6. FLOOD INFORMATION IS AS FOLLOWS: COMMUNITY NUMBER s 120198 PANEL NUMBER a 0005 C DATE OF MAP INDEX s 9-30-82 LOMR-F 6-28-2007 ZONE e C BASE FLOOD ELEV. e N/A ABBREVIATIONS L = ARCLENGTH ASPH = ASPHALT C = CALCULATED C&G = CURB & GUTTER C.L.F. = CHAIN LINK FENCE C.B.S. = CONCRETE BLOCK STRUCTURE CMP = CORRIGATED METAL PIPE CONC. = CONCRETE COR. = CORNER D = DELTA (CENTRAL ANGLE) D.E. = DRAINAGE EASEMENT I.R. = IRON ROD I.R.C. = IRON ROD AND CAP L. B. _ LICENSED BUSINESS L.S. = LICENSED SURVEYOR MON.= MONUMENT O.R.Be. = OFFICIAL RECORDS BOOK P.B. = PLAT BOOK P.B.C.R. PALM BEACH COUNTY RECORDS PG. = PAGE P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.S.M. = PROFESSIONAL SURVEYOR & MAPPER SAN. M.H. = SANITARY MANHOLE U.E. = UTILITY EASEMENT Q SANITARY MANHOLE LEGEND -�- FIRE HYDRANT(1) TELEPHONE MANHOLE GUY ANCHOR GAS VALVE SIGN S BACK FLOW PREVENTOR ® GREASE TRAP SANITARY VALVE O BOLLARD � METAL LIGHT POLE Eo TELEPHONE BOX © CABLE TELE. SERV. f -mi MAILBOX 4 TRAFFIC SIGNAL BOX ® CATCH BASIN (0 DRAINAGE MANHOLE p WATER METER © CONC. POWER POLE © FIBER OPTIC MANHOLE 0 WOOD POWER POLE I/Vt DOUBLE DETECTOR VALVE o IRON ROD AND CAP X WATER VALVE ® ELECTRIC SERV. x x CHAIN LINK FENCE ® YARD DRAIN SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVZTEAND PURSUANT TO SECTION 472.027, FLORIDA STATUTHAT SAID SURVEY IS TRUE AND CORRT TST OF MY KNOWLEDGE AND BELIEF, , RDER MY DIRECTION. JEFF HODAPP SUR AND MAPPER FLO IDA LICENSE NO. LS5111 LAST DATE OF FIELD WORK a SEPTEMBER 2, 2016 N0. DATE BY CK'D REVISIONS: FB/PG 02151 JOB N0. ,f ]Ero RENAISSSANCECOMMONSPLAT TWO - TRACT.F-1 2 SCALE 11.30, FB/PG /1 -_ 3- " JSH BOONDARYi�/ /PLOT PLAN _ -V- W - __ _ _ _ DRAWN �" CHECKED JEK 947 Clint Moore Road SURVEYIN-G &MAPPING Tel: (561) 241-9988 5 Boca Raton, Florida, 33487-Cart;f'cate-vf-Aazhoriza ion_ ANo. LB7264 Fax: (561) 241-5182 v _ _ _ _ _ - - - - - - _�cAL SHEET OF