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02-04-2003 Plans _~~_~0-,""""~'_"~,,,,,-,,,-,,__,,~,,,,,~__,,.,,,,,,,,,,,,,,,,,,,,,,~,~-,~-",,~~~,,:,,,<"-~_~. ... ,~"<';"'l......,~,,.,_,_oh~"",""'-=;"""""~_"""'~""~'_'__"~~";..........._,_,'--__.~<~.<".._,~,.___"'""....~~""_'"~._'_'.._.~."_.~,"'_=,,,"_'"-~'..-","".--"'---,~..~,"",,~.....,~,""~.-.." ,------ 1 I I L_______ 11LlI "un", .JIULlIl1U\, / SEE CMl DRAWlt<<;S 4 .6 ""-,[< -:1 &l _:,0 ,"l .6 ~~ >Q-. [, '<J.6 ~t ~ I- W W a:: ?- m ::J: ?- m r-.... ... 10' -0. .~ ;{j~ :to ~- .~ ~ ..' 4~.<J <1.. 4 '" .: ~ [, ?- m <C w ::J: I- a: o z I I I 1 I 1 I 1 I 1 I I I I I I I.!- ~ .~':, " ~~l -4.t; [, ~-~ , ~ 12'-9. lLJ z ::J ~ lLJ a.. 0 ct:: a.. ;...... co ci r--- lLJ 5 (/) 0 ~ ~ z < 25'-0. ,;" ~ . '. :S. '-1. . <C " ~ <' o " (/)".0 u .z o .(..)' -<- to . ~~. , ;;= '. "~ Wt, "If Z "-{~ " .J .~f [, .. <:I(,.::!. -4 ,; ,"l ,1 ., <!l. . ~ .,6 , ~- EXISTING 7'-0. HIGH CHAIN UNK FENCE - - - - - - - - - - - - - - - - - - - --I EXIST. ASPHALT DRIVEWAY . o I ;..., 9 'C-.I ..... 14'-t 48' -0. 14'-t . o I i a.. ~ ~ (;S 24'-0. 24'-0 . o I en @ CD NEW LAND CAPE NEW LANDSCAPE . NEW lANDSCAPE BUFFER BlWN. NEW CURB .t BlOG 75' -8. . ...., I ~ 13'-0. EXISTlING ONE STORY CBS BUILDING TO BE RENOVAlED ?i: ~ > ct:: o @ I I I I I I _____J I ..... 125.00' PROPERlY UNE . 00 I ":.or NEW LANDSCAPE (F.D.O.lL PROPERlY) LANDSCAPE . I Co EX/ST, CONCRETE SIDEWAIJ( NEW CONC.. RAMP SLOPE 1/12 EXIST. DEPRESSED DRIVEWAY EXIST. CONC. CURB &: GUTTER EXISTING CONC. MEDIAN US1 (BISCA YNE BLVD.) ~ ~~V8~'-.' PLAN 1 I I I 1 I 1 I 1 IlLJ I~ I~ o ct:: a.. 'in o I"": I" ~AMON Revisions No. Date Description 1& 5/9/03 CITY COMMENTS 1& 6/20/03 PARALLEL PARKING C~TY J RY S o PO w BU~LD~NG RENOV A T~ONf 17900 BISCA YNE BL VD., A VENTURA, FLORIDA LEGAL DESeR_PTION: Commence at the SouthUJest corner of fractiotlal Section 3, TOUJnship 52 South, Range 42 East, Miami-Dade Count~, Florida, thence run South 8Cjd32125" East alone the South boundar~ of said fractional Section 3, for a distance of 20<3.141, to a point on the NorthUJesterl~ right-of -UJa~ of Florida State Road No.4 shoUJn on plat thereof. ALL DRAWINGS AND WRITIEN MATERIAL APPEARING HEREIN CONSTllUTE THE ORIGINAL AND UNPUBLISHED WORK OF KOBI KARP AlA. AND MAY NOT BE DU - L1CATED, USED, OR DISCLOSED WlTHOU "THE EXPRESS WRITIEN CONSENT OF KOBI KARP ARCHITEClURE &: INTERIOR DESIGN. INC. AlA. (c) 2002 ZONING DA T A: TO THE BEST OF MY KNOWLEDGE THE PLANS AND APPLICABLE SPECIFICA nOli S COMPLY WITH THE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE-SAFETY STANDARDS AS DETERMlr -ED BY THE LOCAL AUTHORITY IN ACCORD. WITH THIS SECTION AND 633 FLORIDA STATUTES. CHAPTER 1 105.13.4.4 OF (SOUTH FLORIDA BUILD- ING CODE 1994) ZONING DISTRICT: FROFOSED USE: LOT SIZE: 13-2 (COMMUNITY BUSINESS) RETAIL STORE 8,160 SQUARE FEET REQUIRED FROFOSED SETBACKS: FRONT 251 0 REAR 0 221-10" SIDE STREET 201 121-Cj" INTERIOR SIDE 0 361-8" F.A.R. 0.40 3,2Cj2 SQ.FT. (0.38) ~;-.:~ , LOT COvERAGE 40% 3,525 SQ.FT. (40%) LANDSCAFED OFEN SF~ACE 33% (MIN) 1,414 SQ.FT. (16%) I-IE IGI-n 20 STORIES 1 STORY 3411 2<31-3" 13 SF ACEe, 5 SFACES 4 8 SFACES (OFF-SITE FER F.E.C) w a::: o l- V) >- 1-0 -0::::0 U <{ co >.-- wI") ---ll") o :::::><{ zoo m- 0:::: Owo 2~~ .......-f'" <{ - ~ O<{ _ (f) 0:::: Om~ 02 OW O~~ W.-- V) o D- O cr: D- z <{ -.J 0... W ~ (f) FARKING ANAL YSIS~ TOTAL SFACES: JEWELRY RETAIL STORE (1 SFACE / 250 SQ. FT) 3,2<32 SQ. FT. (GFA)/ 250 FROFOSED REQUIRED STANDARD SFACES I-IANDICAF SFACES 12 1 LOADING SFACES o o WASTE ,DISPOSAL NOTES iI .. 1= 1. DUE TO NATURE OF PROPOSED BUSINESS (JEWELRY STORE), WASTE DISPOSAL IS LIMITED. 2. DISPOSAL 5~ALL BE AT NEIG~130RING PROPERTY, SPOTMA5TER, PER AGREEMENT BETWEEN PARTIE5 i ~ 1; . 6i . PROVIDE HANDICAPPED ONLY PARKING SIGNS AND PAVEMENT INSIGNIA (BLUE) AT SUCH STALLS 4. WIDE BLUE PAlNlED DOUBLE STRIPING L.I..I 'b~ I C) r-o t= CONC. CURB, SEE CML DRAWINGS Lie. # AR0012578 LLJzC) 0:::::: C) ~-z: I--(J) LLJ - U L::l LLJ z: 0:::: I--oz: ::::I::0::::<:r::: uLLJ 0::::1--~ <:r:::zD- 0> 00 N<o CL ~N~~~ (X~7~'7~.g <(<!:lOILO.'C OVN..;t~O :y::~cn;:2:<(CL: _ ~ ~U)2 ,~-fi OJ~~~~=ag <( '-".. Urn 04: -g ~O'- '-/ f- LL 0 E -"- - 0 " .- ~::; 4. WIDE BLUE PAINTED DOUBLE SlRIPING 9 " Co co ..... o PARKING BY DISABLED PERMIT ONLY TOIJ-AIJAY ZONE ~ FINE UP TO $ 250 1 5'-0. 1 ECONOMICAL 51GN 12'-0. g'-o. lYP. Date APRIL 7, 2003 Drawn by AGZ Checked By JG Scale AS SHOWN Sheet HANDICAPPED PARKING DETAIL A 1 CCALt: . 1Ia' - I' S' CAD ID: ~~-~ ......., >hi..~~~~,,'.....~..,"W"'_.;.;-.<f"'.'-',_.:,..._,,"'~_,..""___"";..;;r~",';,"",^"""'>0"'i:;"'''''''''''"""',~,,_,,~,, . PROVIDE 4. DEEP .PRISM GRIUE. BY A1ROLITE ARCH. GRILLES, OR EQU~ SECURED PER MFG'S. SPECS TO 4. GAl..V, Sll. ANGLE FRAME PLAN VIEW \ SUPPORTED ON 4. X r TUBULAR SECTlONS WI PITCHED PANS. PROVIDE REQUIRED CI.fARANCE FOR MECH. EQUIPMENT I I I I I &3 c... V) ,-----, u..: =:;) I I I ~ I I 2 I I c... :5 fa' 1 I I 1 E5 c... I I Revisions Na. Date Description & 5/8/03 CITY COMMENTS AIlIlRA\l1NGS AND YtlmEN W,1ERW. APPOOlNG IfREtl CONSIIlUIE 11( 0RIGtW. AND UNPlJIlJSIfD WORI( OF KOlI KARP A1', AND MAY NlIT IE IlUP- UCAlID, USED, OR IlISC1.lm1 WI1HOlIT THE EXPRESS WJmEH CONSENf OF KOlI KARP ARCHI1EI:I\IlE I: IN1ERIllR DESIGN, ItIC. NA. (c) 2002 ELEVATION VIEW m 1HE IISI' OF IIY KNOWlfD!I1I( PlANS AND APPlJC.IIIlf SPEClACAlDlS COIIPI.Y MIH 1HE MINIMUM IUlJJNG CODES AND !HE AI'I'lK'AIlI.E F1RE-WEIY srANlt\RlS 1& IlEIERIm -ED BY THE IllCIJ.. ~ IN Al:CORII. \llIH lHS SECTION Nfl 6J3 FlORD\ STATUlES. CIW'IER I 1ll5.1lU OF (SOUJH FlORD\ BUIlD- NG COlJE 1994) ROOF MTD. EQUIP. SCREENING DETAIL SCALC : 1/4"-1' 0" W 0:::: 1 75'-8. 0 - I I- U) l >- z . . . <( 00 00 00 J 1-0 -.J 0 0 - 0::: 0 D- U <C (Q . >..-- 0 wl"1 I ---l1"1 a::: to o =:) <C 0 VESTIBULE: . . TLT. H 1 . TLT. H 2 ZOo 0 r- IX) r- m- REPAIR OFFICE I MAIN OFFICfb V.I.P ROOM I 0::: Co Co OWO -.J . 2~C;: LL ..... I 0 <( <C A 0 'C-.I U<C 8. REPAIR AREA 15'-9. 10'-1. 19'-0. 9~ 6\ _ (f) 0::: W Om~ (f) . oZ 0 TLT. H 3 . 00 OW 0 om> D- I en ",<C 0 ..... . W..-- 9 ":.or U) a::: . D- I VAULT 0 ;..., A/C " (L "- . "!..or "- 0 0 I "- I b \ 8. 11' -4. \ b 10'-3 8. 9'-5. ..... 8. 14'- 0:::: \ I . (L . I ADM. OFFICE en r- I I I WORK ROOM 10 to / / LOUNGE / /' ..- ,/ . LO 00 ,..., I ~ 1 1. II .. F .. D D ili lLJ a.. ~ (/) o ~ ~ z ~ 'b 0 I z ~ == :c (!) :E ~ z ~ z SHOWROOM (/) == o o z == :c (!) :c . r- I ~ \. 'a 1\j(J') ~~'( Lie. II AR0012578 NEW HIGH WINDOWS A LLJzC) 0::::: C) =:::> - ::z I--U) LLJ - Uc::::J LLJ ::z 0::::: I--o::z ::I: 0:::::<( uLLJ 0:::::1--.---J <(z~ 0> 00 N<D ~ ~N~~~ cr~7~7~-8 <(<(LlJIl1),'C (.) '<t N -.t g:- 0 ~Zmt'1O><i:i: g-U1:~~.c~ rn~~g~~~ <( '-".. u OJ o<~ ~O'- ,/ I- lJ... 0 E ...:L ~o " .- ~::;; PROVIDE 4. ROUND X 4' HIGH CONC, FILLED Sll. BOlLARD WIlHIN CONC. BLOCK WALL 0 60. MAX. SPACING, TO BE INSTALLED BY KNOCKING OUT INSIDE FACE OF BLOCK, ANCHORING TO SLAB/FOUNDATlON .t FlWNG CEll FULL w/ CONC, 0 fA. BOLlARD LOCATION, lYP, ALONG EAST WALL NEW HIGH WINDOWS NEW HIGH WINDOWS j .. 'C-.I 2'-t 28' -3. 1'-8. 16'-5. 76'-0. 1'-9. 27'-11. Dote APRIL 7, 2003 Drown by AGZ Checked By JG Scale AS SHOWN ~ ~~~.~o~ PLAN Sheet A 2 CAD ID: . '7 ~ . VESTIBULE lLJ a.. () (/) o ~ ~ z 10. 1'-8. TLT. H 3 Ale 3'-t REPAIR A~EA WORK ROOM I D D 4'-9. D LO 15'-'. 75' -a. REPAIR OFFICE MAIN OFFICE VAULT - "- "- "- '\ \ \ \ I I ADM. OFFICE / / I / / ~/ SHOWROOM 5'-3. 15'-1. ~ ~AlE~g=~ROOM . o I ":.or . o I 'C-.I . N I in . o r-.. . ,.., I r-.. V.I.P ROOM CASHIER ~ FIXTURE LA YOUr PLAN I!. o TLT. H 1 Revisions No. Date Description 8 - - ALL IlRA\i1IIGS AND Yr'IIITEN ~lERW. APPfMING IfRftl CONSlI1\JJE THE leGllW. AND UNPlJIllSIfD WORK Of I<<lII Ko\RP AM, AND ~Y NOT IfIlUP- IJCATED, USED. 1IlIJ!nOSED IIllHOUT 1If EXAlESS WRfI1EN CONSENT Of I<<lII Ko\RP ARCHlIEI:1IJlE It INIEIlKlR IlE5IQl, lNC. NA. (e) 2002 J I J 10 1!E IIESf Of lI'f KNOWIfllGE 1If PlANS AlII APAJCAIIl.E SPECFrAOONS COIIPlY 'MlII1If t.lINIlIUIIIIJI1lING CODES AND THE APPW.IlI.E FlRE-!WEIY STftilWDi f& llEIERIIfi -ED BY THE L.OrJI. .6illHOIm IN ACCORD. WIIH lHS SECllOII AlII 633 FI.llm\ STATUIES. ClW'lER 1 105.13.404 Of (SWJH FLORm 1IJ1lD- NIl C!lII: 1994) o TLT. H 2 W 0:::: 0 f- (f) >- f- 00 - U ~(Q >.- wI") 0 --.JI") :J<( Z 00 m- 0 0:::: wo Z--.J 2 >-1..1.- <( <C o<i - cnfY 0 m:J I- OZ OW 0 0')> J"'-.<( W .- (f) 0 0.- 0 0:::: 0.- .lJ * 11. z <{ ---.J D- I- :J o >- <{ ---.J W er::: :J l- X LL LOUNGE 27'-1. ~ :2 o o er::: 5 o I (f) o w (f) o D- O er::: D- t ti ~ i 6i ... , . '\. ~ 1..\111 ".::,..1 Lie. If: AR0012578 LLJzc...') 0:::: 0 =::J ~ :z: 1--c.rJ LLJ - U L:l LLJ Z 0::::: I--oz :::LO:::::<:( ULLJ 0::::1-~ <:(zD- en 00 "<0 CL ~N~~~ cr::~7~7~.g <( <:( l() I U) . ';: UVN-.t~O ~~(j)~':<(G: _ ~ 8-;02 ,~-5 OJ~~g!2.~ijl O~ici'-~~~ ,/ f- u- 0 E -"- ~o I'- .- ~~ Date APRIL 7, 2003 Drawn by AGZ Checked By JG Scale AS SHOWN Sheet A 3 CAD ID: '-~~~'" 6. PRECAST STONE MOLDING THICKENED STUCCO VERTICAL BAND 1. X lit DEEP STUCCO REVEAL t THICKENED SMOOTH STUCCO BASE 6. PRECAST STONE MOLDING THICKENED STUCCO VERTICAL BAND 1. X 1ft DEEP STUCCO REVEAL t THICKENED SMOOTH STUCCO BASE . o I N --~ ----------- I.',: .:..'.... 4l" . ~ ..,~" ~ . " ... ;. . co I Co ~~~ . co I en ..... . co I N " .1.. ..... o I Co <:I.,.,,, .~ ,. "'''.. .' .~ ~.. ..... ,'.. ........... -- l .... '.,." .". :'..Jl - . . 41 .,,' .'~'.:. ""'~.. .' .... " "', . ~ ..' '. ; ',' .... o I .....~ .... : 'i..t~: .... . co I ~ . co I en ..... ." '" ..:.. ~'.~"" ~.'."~ a. '~". "'". ,..~ - . .. " ': .", ....' ..~. ... I PROPOSED SIGNAGE UNDER SEPARAlE PERMIT I APPUCA1l0N EXTEND PARAPET UP AS SHOWN, FINISH NEW WALL SURFACE WI SMOOTH STUCCO /"\ 4" PRECAST SlONE t.OOJlMl / \ .........;., .4."'" ;.....:....,...."f:..:'~ ',~' ....". ':'" ",,4~ 4"-. .. ~,~.V,,':1: ...... .. .... ...:.:. .... .,.:'.,. .:..' ..... .': / / '.. " J1.....:~. .1,; :~~ ::.'4'... '. '_ '. . .' . '_..4 '. ..... ;,: .,., ...., .4- .~:.~;.,.- ,,' ....~.. -----------------------------------------~--~~---------------- CO FRONT (EAST) ELEV A liON SCALC: 1/4"-1' a" . ... ..:' . ":: ,~'''. 4:'j '; ~." """ ....... <1(... .'!" .,' '.. :..;.. ."" : ~.:"4 ..; . : .; ", . . . .';' '4'~ '.' . ...... ,,~ '!':.. . . '. . ,...(<....... '';''':..':- " ,...e,. ....~ ~> w... REAR (WEST) ELEVATION SCALC: 1/4"-1' a" . ,""; ',. ....' . ."',". ~;., . '. .~' " .. ". ~ ....... .. . .'w . " .., . .:.. ." :"'~. <. ': .:f " ~.<. .: .'t'.: ..,.' t. . '. .i!"'~. .~. ~ '.. . ~: :__ ,i' . .... ': :".'" , . "..: '. '4 ........:"'. ..' ,. ,. ..... '~'. .'. .;.... '.. :.. ~ '. .", .,.' .... '.' .' ::~-'l ...:"..41.... .. ,." ....4 '"'' .1 ~ :."!" "..: ..: -) ':'.:.. ..... ~:. :.:.il . .... " .~.."'.:~ '';':':.' ~.."'. ~ .;'..~.'.~':~::" ..:.... ....... '" . o I r- ..... ~ ~ " .... ..,...~......,....: ~ .~..:~':':..,<.: :1.,..~..:,'.~:~.. .' ..' ., ..,.. UNE OF ROOF MOUKTED MECH. EQUIPMENT WI VISUAL SCREENING, SEE DETAIL SHEET A-2 EXTEND PARAPET UP AS SHOWN, FINISH NEW WALL SURFACE WI SMOOTH STUCCO :. ~~ .: '..f' .. ..: :~"'~". '''::JJi. 011 '., .~.:.....4. .~: ..''":,. ,,~:," .;... " ~,." '~~"', ~ ;.Lj' ":'\6'..:" :........,..:.. '. . .". '., L_______~ '. . lit '.:"',:" n-:.' ...,.. .:. :,:' ~,.r..:'~ :.4~'~ :.' .." ': ''''.'''. ~..: '. f' , . .~. .. .... . .....;i: .~ ... .,.:,' DIAMOND CITY ...'. '.. ~ .:... ~ .. .. :.... .., l' ......". :: ..': .~.. . .... .... ......... ."', '~. '-: ~.ll' .. . / / ~ ---- . o I ~ I 'b I en THICKENED STUCCO VERTICAL BAND 6. PRECAST STONE MOLDING DIAMOND SHAPE GlASS STRUCTURE WI BLUE TINT GlAZING .t ALUM. FRAME WI LOW INTENSIlY UGHTlNG TO ILLUMINAlE FROM INSIDE TO PROVIDE GLOW Revisions No. Date Description & 5/B/03 CITY COMMENTS ceo REVEAl.. AlL DRAWINGS AND WRmEN MAlERIAL APPEARING HEREIN CONSTllUTE THE ORIGINAL AND UNPUBUSHED WORK OF KOBI KARP M AND MAY NOT BE DUPUrJ.lEO, USED, OR DISCLOSED WITHOUT THE EXPRESS WRnTEN CONSENT OF KOBI KARP ARCHITECTURE & INTERIOR DESIGN. INC. AlA. (c) 2003 ALUM. CANOPY TO THE BEST OF MY KNOWLEDGE THE PlANS AND APPUCABLE SPECIRrJ.TIONS COMPLY WITH THE MINIMUM BUILDING CODES AND THE APPUCABLE FlRE-SAFETY STANDARDS ftS DElERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 flORIDA STATUTES. CHAPlER 1 105.13,4.4 OF (flORIDA BUILDING CODE 2001) I w er:::: o f- (f) >- f- 00 U 0::: {Q <(..- >l"'1 ::1l"'1 o ::J <( ZOO m- 0::: OWO 2~~ <( <( - 0<( _ (f) 0::: Om~ OZ OW 00)> ('..<( W..- (f) o 0.- o er::: 0.- (f) Z o I- <{ > W --.J W o W (f) o D- O cr:: D- +l f 11. is ., F i ili LLJZC) 0::: C) =:::> - :z: I--Cf) LLJ - uo LLJ :z: 0:::: I--o:z: ::::C:o::::<( uI....LJ 0:::1--~ <(Z[l 0> 00 "'" {l ~N~~~ 0::::~7~7~.g <( <( LO ItO '.C U VC\.lV ~o ::::L: ~ Ol~~ <(G: _ ~ ~U1~,~-5 m~!2g!2~g o~~'-'~~~ ,/ I- u.. 0 E -"- ~ 0 " .- ~:2 Date APRIL 7, 2003 Drawn by AGZ Checked By JG Scale AS SHOWN Sheet A 4 CAD ID: :.6.."'----"'.'~~~...~'"'~~,~~;"~,'_<'.C~,""'.""'~A"';,."_,C.".'"'",,.~.;,c.""~_,,-'""'~""'....' DIAMOND SHAPE GlASS STRUClURE WI BLUE TINT GlAZING .t ALUM. FRAME .. 1. STUCCO REVEAL ALUM. CANOPY ... DIAMOND CITY . o I ~ - <D . o I 'C-.I .' ,:...:':41.;"'1',"001. .41.' .. , .. '-..~".'. ..4.... : '.. . .~. '." 41.: ..~. '.'". :.~. ...... " . :...~. :. .~~>lI...:. .',i,(J' '. 4.. 4.... :.. . ~ '.' . :' '. ...., ':';.'. :.: ;.:- ~....,~ ~, ..,.., '" . , ,1.' ~ ~ ~ . 0 I r- ., " ~ ,. .. " .' " !......'. .q,lI.. " RIGHT SIDE (NORTH) ELEVATION SCALe: 1/4"-1' a" EXlIND PARAPET UP FINISH NEW WALL SURFACE WI SMOOTH STUCCO 6. PRECAST STONE MOLDING THICKENED STUCCO VERTICAl. BAND t THICKENED SMOOTH STUCCO BASE .:~. , ,:~ ..,~ .~..<.. . ,..... ....' ... .' _,(J~.. ...-':t....:.. ~'~ .' ,,: ~ :.... . ',,, '. .' ..<,.... .~~-:...~'. ..' ,.~: , ..... " . ,. . ..... ~ ' ,(J..... ~.;. '.~ ~ 4 '." ,......;~~::~~. " ',,:.: :~:~;:. .' ....... ..~~. ,.~... ~4~ ..", '. " ~.. '", .~ . :.' ..Ii.' ~.. .. "", ~.~,~ ';..-:' A ..':". '., '.' .:..... . to I Co . to I 'C-.I ~'''~ ! ~ .-'...~.. .~ ' ; ~:.. ...' . .~.~-. .. . /I. ,~.- .:..: . :.~..: .;;. " . ..... ~~, . ~ '. .' '" ~ ...- ~': = I Co LEFT SIDE (SOUTH) ELEVATION SCALe: 1/4"-1' a" ',d. ..: Revisions No. Date Description 8 - - 6- PRECAST STONE MOILDING All DRAWINGS AND WRITIEN MATERlbJ.. APPEARING HEREIN CONSTITUTE lHE ORIGiNAl AND UNPUBUSHED WORK OF KOBI KARP NA. AND MAY NOT BE DUPUCATED, USED, OR DISCLOSED WITHOUT THE EXPRESS WRfllEN CONSENT OF KOBI KARP ARCHITECTURE &; INTERIOR DESIGN, INC. ftJA. (c) 2003 TO lHE BEST OF MY KNOWlEDGE lHE PLANS AND APPUCABlE SPECIFICATIONS COMPLY WITH lHE MINIMUM BUIlDING CODES AND lHE APPUCABlE FIRE-SAFElY STANDARDS f;S DETERMINED BY lHE LOCAL AUlHORIlY IN ACCORDANCE WITH lHlS SECTION AND 633 FLORIDA STATUTES. CHAPTER 1 105.13.4.4 OF (FLORIDA BUIlDING CODE 2001) THICKENED STUCCO VERTICAL. 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'o"!! ,,:,,',':, ,^ ....~:;:,.,:.-:' " '.. ::" :.' ''', . ' " ""': ',';:'- "",~'~'.." ' "' ",,'.:,.,~, ' , ~~', ,,' . ~ ;:"': ;.{::, :;'~"~' >,..' ' :: '~~:i;~ "{../,,~' ': ::.;~~ .,;;;' ,.' ,';:, " . . . '.::;b~;<t~,::,:".',Tt -:,', ~'>~~';: :':;;;: ,:'Z:i,;)':~ '~';""', ",~:!;' ,,''';.;, , " :':;- ,: ,':: ~'.. ,,'", ;....,,.';, " ,~:.." >',",c;;:::, ".'.,';:,'''')'; 0:. ' '~' ,,; ",..u,.'. " :' .:", '" .. " ....."c.<, 5';>, ... ' " . .' ; . < .. :' '" ,; I: , . , , ..." .' , ,", ;, , '" ~ j ! I I I 1 I I I I ~ f z I ~ I -< j ~, __........J '; . , .. ,^ " " , , . i [';, t, , I' o z -< z ~ (1j I I',; , 1 I I ~ ~r 3 . C-l ~ --" " :' , SHEET EXISTING CONDITIONS N SCALE: N.T,S, , . ,':", , ,. 'c' ,:' "'; .. "', ,.. " :: ,;,: 1 Of 2 !,.:..,,{. ~i:' , ,'. , ...' ,!, ' '",,' .. " , ' . ;-'~' .. ;:~ " ,,'..'.', ",~.;' C-1 ,AtdJ JZ:. . M -, ~,7'" .., ..,. .'. '.: " ' ! '.: , . ' - - ..,...;, '.'. " '. .,..t, ,', ': .. '. . " ',..';' , " ",;, "," ': ..' '~:,,;' , , ., I .,,~ ,J', >~.~"" '....:;: '. ;'-, . 1"" 1 (1~~:~LE ROUTE1-l LES1~1~~,72~ =_5~=1,~~~1~?'~' ,___ ,_, ~_. G~ f' C ! " '- . -. " }.--t 12" -.- '.E.. WHITE SYMBOL : ~ ON BLUE BACKGROUND ~ ... 1" HIGH BLACK LETTERS t,..:fk: ON WHITE BACKGROUND NOTE: I SIGN SHALL COMPLY WITH FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 1994 EDITION AND WITH THE LATEST REQUIREMENTS OF GOVERNING BODIES HAVING JURISDICTION. TABLE Of SIDEWALK THICKNES LOCA TIC N RESIDENTIAL AREAS IDRIVEW A YS & OTHER AREAS GENERAL NOTES: P.T. 6" I ~ 1.- AIL ELEVATIONS SHOWN ON THE PLANS OR STATED IN THE SPECS. REFER TO THE NATIONAL GEODETIC VETICAL DATUM (N.G.V.D.) OF 1929 AND ARE EXPRESSED IN FEET. 2. - PROPOSED GRADES SHOWN ON THE PLANS ARE FINISHED GRADES. 3.- ALL MATERIAL AND INSTALLATION SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF AND CONFORM TO THE MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT STANDARDS. 4.- CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (O.S.H.A.) AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C,D.). 5.,.- THE LOCATION OF EXISTING UTILITIES ARE SHOWN ON THEIR APPROXIMATE LOCATION. CONTRACTOR SHALL CONTACT RESPECTIVE UTIUTY COMPA;.~lES TO VERIFY EXACT LOCATION AND TYPE OF MATERIAL OF EACH . UTIliTY. AlL INSTAILATIONS SHALL BE MADE L"; SUCH A MANNER AS NOT TO iNTERFERE WITH EXISTING OR NEW UTIU'ITES DRAINAGE OR ROADWAY CONSTRUC'fION, 6.- THE CON'fRACTOR SHAlL HOLD A PRE-CONSTRUCTION MEETING PRIOR TO THE START OF ~'iY PR01ECT ANI) INCLUDE THE DESIGN ENGINEER, THE CONTRACt-OR, FLORIDA POWER AJiD tiGHT COMPANY, SOUTHERN BELL. THE GAS COllPA...'iY Ao.-"O AJ'iY OTHER UnUTY (INCLUDING CABLE TELEVISION UrtunES) A..'ill A.'iYGOVE&'HllKNiAL AGK.~CY APPLICABLE ?-THE CONTR1C'f'OR SHAl..L OBlAk' A..'i V.N.eL.E. CERTIFICATION NtiMBER AT tXA.ST 4& HOURS PRiOR T'O THE stART OF A.VY EXCAVATION F'OR THE 'ot..~m'i OF CJJ3LE tOCAflONS. · 3.- fH8 E1\~fNEER SHALL BE NO'f[flED BY'THE CONTR..\CTOR AT LEAS'! 48 ~"'RS p-mQ..1iromE Sr.l..Rf OF CONSmUCTlON A..ltlD FOR THE INSPECTION OF m:s AAl.O."\.~ lTEV:S: - a.&.~(i" DEWCx.ING ~-\.~Q li~CKFlLL - Sn....'RlI D,R..~\GE -SYSf!1<< Stl~~WoE - llV:1t.~1t R~~E iOQ1i.rf:~E - .;.\~~\t;r C~"~CB;El!.E P Ji.'Jr1!~:S'7 '" 1''''s::\JL ~.-. lJa..~m~-ml..\!r~A.'\!~ riS:.~ii. !!N."s..~'~"li~;~(!~~ $?~ll B~ It.~g H'f !:"l.,E Jfu.'\1~;t~tL~ 'l\,li'" , ",Wt~'~","~ ):D'~>:"')i:! _~ii::f1iil'lll~' f.....~"','J:t"id!" !l>;'tfi,l{ ~,~R7 1"~..,. ~1: ~'it.., ~;f';i"";'l; ~zJJ:~.~ ~.........;~~-~~ .;,.~..v ~--~-!:'W.;..;,....:. .:;d~;q!oW;~~1t-~,.:.._.:".,~, ~~f~...,,", _' _ -Ji# _~ ...~.~ ..~~'T-__ , t"A.~~'il.~'~ ~~~, \!".LJ'lrf _~"\-~5.'~.;crj,P:E i..,:C\ :'ziQ,N lu'fD r'"~JE ~AL,:!liU B~ ,\,~),..~.t~df!~lcl" S!tJ~1:})'~ ~"{ fIT~ ;:'t;}.\W1\~..~C'~tJ~ }"-"'1J: Sf..:'m:"ltlT't'!;E; fO '~"HE \'l\il'Y)"':i"':~lll',"tt~ ,'~"'l,l\rll',<l":.l!N'" 't'1~,.1! ~~."'tt'l!~IJ.~,"""'~F ['Hi' ';I"'f,\:O'''ff ,. ~.;:;-,_ ;::ip'l", '1'" ~;;;r;::;"'.il T'1!;~:"", ~y...t"'~'J~ G't.~~~, J;,'fi...ili .a.; :~~....,~, .....'i.... _..~,:l',_~~,__ _...: '1P.':o..l~~l!!.... "",.ct....:: 'oJ .J:~...\o, :...:.."~ ~,1i;.'~~_"nj;i.' 0J!t' P~\YL'i.~ .h"'O ,,!~~~AG,I im"lE~.\.n~s.s :5Iffi.U :3E ':'ft:~rIFIED BY ~, a.!~.lSf.~f)i L.\.'10StiBrdi,F)Lt. t1.~.- 'ft:gr (');t\!r1t.~~~R $H,Ji!;l).. ~~:)!l:~~ "UJ.. l'K\SH A..'4'lD S-iJRPUJS 1t..\TERtLtl 1.f&Q;~ l'Elf it."tJ~FRfj~'Ji'If;jN ;Sl'm rM!I~Ot\:IDEtr U~N COMP1E'flJ'N ,J.F THE F&Q.J.SC'lt t2.- f.H~ CON'ltR",,\'C'rtJR SH.!l,k RESTORE .\;,'l,1fl.1A.;\{i\GED OR DESTROYED l?&Y,~'r$ QR. PtJ5tJ.C ?ROPEirri itDJ"\:Ci...'fT[,,f) '1'R!' PROJECT SITE IMMEDIA1'EVf UPO,N CQMPtE'l'lON OF CONS'fRtrC'ftoN: AS DIRECTED 8Y 'I'I-IE ENGINEER 13~-rHE' END P.tpE M,.\Y BE MADE FLUSH WiTH THE iNSIDEW'ALL OF 'I:HE CATCH BASIN QR ~\.4.'lHOlE S'l'RUC'l'UHE. 14,-- CONCI~E'l'E USED FOR PAVEMENT A..'lD DRAL"fAGE SH..~LL BE 'M,,!l.jJE WITH A MINlhllJ'M OF 3000 P .3J, COMPRESSIVE STRENGTH AT 28 DAYS 15.'~ ALL UNDERGROUND UTUJ'fIES SHALL BE COMPLETED BE1"CRE At'lY P AVh"'fG CON~'TRUCTION BEGL.'4S. 16.- SHOP DRAWh'iGS SHALL BE. APPROVED BY THEENGINE&~. LBACK OF CURB .qo BOTTOM & TOP OF CURB .qo ~ 5' -- TYP. -- ( R/W IlNE CEl~r---' ; 'II EX1ST. NEW,SIDEwjALK t SID~~ALK PC TY~E 'A' I 'OlNT \ 'B' JotNT J l PLAN -- SLOPE UP RAMP LANDING SLOPE UP .....~~ GOlJ) COAST ENGiNEERING CONSULTANTS, INC. 01''- /~RECAST CONC, WHEEL STIOP (TYP,) (!J c>> Z ~ -0: c; 9 O. z' ~ W -~ (0 P.i~g " WZ~ ~1l.C\I 0 a~~$~ - "'Z~!::O"" (!)(J) Wi ~~ . Zt- ~<. ~ wZ I-~~itu.. I- <( ~1~f3~ ,n J-; ~ -< ~ ~ ~ u~...... (;Ii ~ ~ ..J ~ O<~ ffid~~~ U~ ~ IJ.. - I 0> ~iO "ZIZWO 0 \,JO,~>!Q) """ ....cc.. ~ ~ ~ ..J :::J I"- .J- ....... , "\ : :; Cf), ..,J\JiO ' o ~ i 1 I i I ACCESSIBLE PARKING SIGN (7' - 0" TO BOTTOM OF SIGN) L SLOPE SHALL NOT L. ;j. EXCEED 2% IN -r All.. DlRECRIONS ACCESSIBLE PARKING SPACE . , --1 1- ~n 1:- t 1 ;,} J,1 ,/~ t'~,- IJ 1) j ~.. PREMOLDED EXPANSION JOINT MATERIAL STANDARD~ -- PARKING SP lACE STANDARD PARKING SPACE Yz" I ~ SIGN POST i j J 1 ro ,....; I I i- 5' MIN, --i - I I r; ~"PER i i i FT, SLOPE i R,iW -+ [".::::.:: ::,~~ LlNE i SECTION A-A WHITE (RECOMMENDED) BLU~ LYP~' (OPEN TYPE JOINTS) mE 'B' (SA .ED JOINTS) TYPE 'C~ (EXPAI'lSION JOINTS) FINISH GRADE t SIDEWALKS JOINTS ,'I ' ~" I : ":l',,L .......~- -- :. ".1, ~ I ! ; J - ..... , . CONC. FOOTING 3". r , I I -'~81f1- I I 1, ~"l I -- -6 1-' , ' I , ! 2' 6" I r- ---I TYP. HANDICAP SYMBOL -~ 1 I OP"f10NAL ACCESSIBLE ';;YMBOL iN WHITE ~1 TO 5 FEF:T HIGH 2"' i -co -----;- .----1 &. 0.75' !- 1.25' ---1 · , ___u -----i----t-.-~-- J, .. . ;f:l : '\ Iii z o .:r.: a.. , I '-..'- ,-~ _J.._~._ -- / / I .-- 10' - ---1 --! ..-' i . j -----,-....---- i O---.--.----r-'..--... ~ 10" DIA. -. .12' MINJ13' MAX. ..-.----. .--- .- 5' J';.o '" ". -.- .... ,.,...,. .... t ..., TYL-EARKIN G STALL.-.-S.IRIPIN G TYP. HANDICAP SIGN W 0: Oii I-- (f) >- 0: ,--I W S llJ ..., en ~ ~ i > ....~ * PAlNl TP~\.FFIC ARROW SIGN WHITE T. /' U.S,F STEEL GRATE 1/ 6646 OR EQUAL, ELEV. VARIES ,/" -:~ ~'~7'-;:F' .~ . ..,..ti:"PtATE TO BE WEWED TO TOP OF BAFFLE '0' ~C\ 0 15 MLS THIC!0rESS PROVIDE NEOPREME GASKET fj AlL \ CONTACT EDGES \. S<OUD PLATE ON \ 1iOP OF BAFFLE \ NOTES: I I I : , ; --;c' , t t !, t '" G " . -..1-': . ~~7' .; 1 .. ;' , "~' , ", '. ..:." ... ": . , (0 . : t t .. < a: :) I- Z W > <( .. Q > ....J CD W Z >- <C () (f) - m o o 0) l'- 'Y- ""''''pre'' TO' -FTr '--'~n'\' 1 1 l.-\.L . l. ,c\r . i \. .-\.rt~ '" J h ~ET:" T- .iJ, .", _~,"'~ ~- 2j1 C L, tJ ~ -~ 0=-1 ,__ . 1. BEVELED EDGES: ALL EXPOSED CORNERS &~D EDGES TO BE CH..\JdF'ERED 14". 2 - FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFA-t"TORY FOR FOUNDATION IS ENCOUNTERED AT FLOW IJNE, OMIr FLOOR A.."iD CAHRY W AI.,U3 TO SATISFACTORY :fOUNDATlON BACKFILL TO FLOW LINE WITH CLEAN SAND. 3, DETAILS IN ACCORDANCE "!fIn! DRAWL\G NO t02 &: 103 tLS PRECAST CORPORAtiON 4;- CONNEC'llNC PIPES NOT TO ' EXCEED 2" L~SlDE THE STRUCTURE. I I I J J- W W :c (fJ ..J -- <( I-- W Q J ~ 27'~ t____ , 1 24 <" DIAMETER FOR J--t..<~.y MA.'iHCLE :OPS / './T" ' - 'T'~,Ct:' ' -I"> / /;'~ \ 0,.. rt." ,-;, '_ ,j( to .' t / /A 1)<,,,;:---- ~ fL~t..." ARY -+-,-~--~" "'. ' ~7''V';'' ,'"'Pt:''''INi: lot i /' ; / j-, ...: ;0.,: 1.... X c:.L' 'J L........ lo...., 2? 1->(",-- '~~~' '~ fOR :CAT~l-I 8A.St'~ . " 1 /' . \ "'" ' //", , / '/ ADLiTkO~Al. REL'\fORCiNG .'." V: " , ~ :'- , /' BAR:::.. 4. A"7' q;;' . ,~/ 7 -..... R"-_ ~'? ,'~,---. 1 - / 2~? -~: ----- 2~ /,"--'-, , ", '-......! 24 PIPE ---~.t J' , SEE NOTE 3 2" ~ 'B' (PRECAST CONC. - STRUCTURE) OCT. WATER LEVEL ELEV. 2,5 ----- i , +~ - ?;'~:fs~fE~~'T 24" PIPE ~V. VARIES t , , BAF~LEFOR POLLUTION RETARDANT BASIN THIS SHEET t ~ ELEV. VARIES SEE NOTE 2 -.-- B PAVEMEN1r NOTES: BAFFLE & BRACKET DETAILS & NOTES 'E' ::"[ ::}~~ ~ ':: l1 T 5 'C ~~- HB ~-''(==~C-'' · i. l E TVplf' l r" T'Pc.J _.,L __.t .... ..\1. '- j--\ 1 \_ ,1;'1 8,;f:, Q ~'f )... r n \ ~ r' f.; . :"~~__ J"~ 'L~' ',/ 'f ~, '~ SIZE C,B. SOUD 1.- PAVEM&,loJT REPLACEMENT SHALL MATCH THE TYPE Ai.'qD QUANTITY, WHICH WAS REMOVEQ DURING THE EXCAVATION. 2.- THE SURFACE SHALL CONSIST OF MINIMUM 1" TYPE m ASPHALTIC CONC. COAT. TACK COAT TO BE A.C. PENETRATION GRADE 85-100 OR EMULSIFIED ASPHALT GRADE RS-2 AS SPECIFrED IN SECTION 331 OF THE F.D.O.T. "STA1.~DARD SPECIFICATIONS FOR ROAD A1.~D BRIDGE CONSTRUCTION" LATEST EDITION AND REVISIONS THERETO. ALL ELEVATIONS SHOWN ON THE PLANS OR STATED IN THE SPECS, REFER TO THE NATIONAL 3.- M1NIMUM 8" COMPACTED lJMEROCK PRIMED BASE COURSE AS INDICATED AND AS SPECIFIED IN SECTION 200 OF THE F,D.O:r. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" LATEST EDITION AND REVISIONS THERETO. COMPACTED TO 98% MAXIMUM DRY DENSITY (AASHTO T-180 SPECIFICATIONS). "a" "~T="D" "__,u T--- "En - r---:G' --- .-. '"H"-"---- ---P~i~ .~~~ 1~' o~'Ew,IN4, "~2' OCEi ! 4 -6_ D:~ ;~. -6~, DlA; .. It f'-"-~ '. P .R.A"C. BASIN NOTES: .~ -' TYPE TYPE P.A.B. C,B. J-4 P-I03'-6" DIA. 8" o z o ~ <( - o "A" J i I "- -~ '0 _' 1.'- BAF:FLE TO BE MADE OUT OF A SECTION OF CMP THE NEXT LARGER SIZE, 2.- %" GALVANIZED LAG BOLT IN LEAD SHIELD (TYP.). ' 3.- WELD OR 2~" THUR BOLTS (s.s.). 4.- GAATL~G SHALL BE OFFSET IF STRUCTURE IS USEDI AS OVERFLOW. 5. - POLLUTION RETARDANT BAFFLE Ai~D BASIN IS TO BE INSTALLED WHERE REQUIRED BY DADE CO. -":...- ~ . ,- - _.,..l--.!___________ _'_',,_.'__ !. ___,'. ,~,.._.~.........-,~_.,-,--------------------,_. "--.----- --~-- ~--- \ CATCH _BASIN & POLLkIION R~TARD_ANT ATTACHMENT C.B.RE.lNFORCE!tfENT DATA ,.. '6 _........_~_:.t -....- -- 6 r -':,l~iLE':=V~:l< ;: '""' ~B 3_:~,3E - ---'-'--~--- ~)-? -.. ._------...... '-:,M?' :-':' .j~~ ~,~,l.~~ J~".;':~~" -. -- -. .- ~ - _. ~ ," ~. ~_.Ji.-=::1. v ~ --- "" r::: .~} ~-.' ~~.~__.~~_ G ~-:'_::~:: ~~ ? ,r- FR~~,WE ~ GF~~TE 1.- THE CONTRACTORSHALL DO ALL EXCAVATION OF WHATEVER SUBSTANCES ENCOUNTERED TO A DEPTH SHOWN ON THE DRAWINGS. 2.- EVACUATED MATERIALS NOT REQUIRED FOR BACKFILL SHALL BE DISPOSED OF BY CONTRACTOR AS DIRECTED BY THE ENGINEER. 3.- TRENCH EXCAVATION FOR INLETS AND MANHOLES SHALL BE DEWATERED. DEWATERING sHAlL BE A cONTINUOS OPERATION AND SHALL NOT BE INTERRUPTED OR DISCONTINUED UNTIL BACKFILLING IS COMPLETED. 4. - AFTER PIPES HAVE BEEN LAID AND APPROVED THE TRENCHES SHALL BE BACKFILLED Ai~O COMPACTED WlTH CLEAN AND FREE OF ORGANIC MATERIAL. " ASPHALTIC CONC. o o <.:) <;>l i;) ,~ .0 ~ ..; ("-f ~ ... c < .... - - ... - Z ~ ~.... o PLASTIC FiLTER L FABRIC - VAf;;g:s ,. '7.." .:,:'.., - -"'~"'~~:Z"" ",;.:~:."",~.,.",,,,,'t """.','-:"',..27.....,. .; ','24" CORRtit,rATED P E " . ,,;}~:;,::"~_.r::' PIPE (PE_~~~~~!~~_._. t tj;:l:],: ",'. , . , ",' .,.,.' - . I I'-'INISH ~l~ 7f1.E:.S;H ~-f --..... T~ r: ~r:i ~:: PU,::.''f1C f1i.::-=:2 ::.::..-::::::--...;:::::::=::-::=--~:::::::::::::-,,'::..~, f! ~ xl( , ....~';:' .~:1 .... ~ ~p ~ , ,./.'" r _)"'~ F" ~'""--"'-"""-_-----L:'.-'~'-- ". .'., " L.!' - L"'t, r .,', - -"""..' : '.~_ ~~~ , .Of;l 'Q?T.f r t;'? 1 'r":' :.;. ~.-'- 'I ,I" ,....,. ' .;', :' ,.' LL"\._.I. t '- ". "", . -.' -----"'"' J .. , j/;':. :'!BP'( . ~"-~ 4>-----.... l ,'{ - "" . .... .~:"~ ~. t' "',y-/ f.~ " ..; 1 . ~.~~, ,..__L~, ,..,'--~-~ ~~-~~\::i. -....;...,~--------- 'r'~ 1 M'i ~- -- ,._,~- -.._~- --_._-~ .___ ';,~ ':l' r""~_ -- :,....< ;..J'" .---------" ~' .".-.-~:7----'./--- ~~,;'-"l! , '~ t----'" -.- -i f'" .......{ . rc :'" ! '! "{ ; ~"'-/ l J : ;,'i I C :--:0 ~ g b 't ." \. :,' '.. LENGTH Of" r SOUD PIPE -+- 5' -0" TYP ) ABBREVIATIONS GENEML =,SYMBOL CATCH BASIN :;: C.B. . POLLUTION RETARDANT ATTA.CHMENT CATCH BASIN = P.A.B. STORM DRAIN == S.D. SIDEWALK = SWK ELEVATION = ELEV. INVERT == INV. RADIUS = R CONCRETE = CONC. t i"J ~ Z 0 o ~ a; - :> C W I I " ~ ~ ~4 ri . ~' . ," . BAU,.1.3T ROCK aA.L~.:..E-=- c':'f'.. ,-- .. .,,_~::'77" ~. "~'~~' " >,~~ CATCH BASIN OR ',(ANHOLE 'p")C K '... .,L_ - i ,~ i, .J . ,.. " iI.". .,80'1""'01{ V'LE' \' ,;:;,' ~ ,~., 'Jl.ILl..,.;~'...;..tJ '."'B~tf'nI F'l'N'I'H r'R~r-..,... ---'" ",~;l!c t~" l -~ U .r.1J!: ''-':, ! i t f I .i ~.-~ '\., ',,- OOrn!,( ELEV, 15' BEL6wFlSISH GRADE ..J < W <<) o z -< z ~ o LEGEND 3' '. BOTTOM ELEV. 15' BELOW FINiSH GRADE EXFILTRATION TRENCH D~'TA1LS '--.. >- m z ~ < IX o PROPOSED EXISTING TRANSVERSE SECTION NOTE: 'LT 'IR ,\ ....-c; ~EC'TIO'l.- A '~ l.i"\.~:'\ j.j. t-> ' 1 l'\ V///////L//J ~~ ~ ~" {~~; .,~,.;. 4"] . ~.' .~. . ,+ ...... '! ..: ~ A. :.. : ~" 'I ..,~ ,.-. ."'~,J/j'-..~.'- _,."~ :it'.';'.~; '.' ~,""-".~~, r::::::~ J I j I BUILDING ASPHALT NOTES: NOTE: 1. PLASTIC FILTER FABRIC SHALL BE USED. WlTH THE DETAILS. 2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15'-0" BELOW EXISTING GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. . 3. AF'TER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT SHALL BE CAREFULLY WASHED DOWN CLEAN WATER IN ORDER TO ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. 4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2. (AVG. OCTOBER GROUND WATER LEVEL) IF THIS DETAIL IS TO BE USED FOR PRETREATMENT OF STORM WATER RUN-OFF, THE INVERT OF PIPE TO BE AS SHOWN L~ W.C. 2.2; IF PRETREATMENT HAS BEEN PROVIDED THRU OTHER MEANS THE INVERT OF PIPE: CAN BE LOWER TH&~ SHOWN IN W.C. 2,2. ALT, TRANS. SECTION MAY BE USED iN AREAS WHERE TRENCH WALLS WILL NOT STAND VERTICAL, OR WHERE CAVE IN BELOW THE WATER TABLE IS UKELY TO OCCUR. TO BE CSED AT THE ENGINEER'S DISCRETION. SHEET PAVER CONCRETE SIDEWALK C-2 ~ CATCH BASIN CONTOURS - 2 OF 2 ~~DSCAPING r. ~'r-~ -" ~- ---.- ____ T 1ijL;_~"'-" V-T 'J'l J"!" .....~-~.l Vf.. ~r. . ji!lJ, ""1';". -_~~.. 11I-11., lllI~ r FiT~'lif'- -.-....- _ ..d.~~~ ~---~..---.....-",-----~ ---". > _....~.-~~~~~- "'li&...____& t..J ~_L'l'~" .,.._"-~____.. .;~_;,""'-<':''''''''_~ ''1>.,,~....._.... -".~,.., ....... .._ l~'!'iI. ,~.,.. _;;..dt11' , ~... I I " l/ ~'1 :, r ,\\ \ 1 f , ,1 \ \--., \ ' \:'~ \' i\ \\\ ' '\\ '~ ,j; 1-:- 'V, ~ I) " a G 5,5 5,9 5.8 53 G G I) .. .. a 3.7 41 45 46 4,7 4t .. I) .. 3,9 I) I 3.5 38 3,7 3.4 <I a (I Q 31 31 3,2 28 ll' 26 <I .. .. 26 2,7 23 21 0 .. G 22 2.1 18 is (I is 1.5 I 18 is G '3 1,5 " 11 1.2 '~LECTRleAL G,ENERAL N01~~~ . ,'.,' , "." " L"; PRIOR TO BIn. VIS!'; JOB $ITE AND BECOME FAMUIMfwITH THE EXISTING CONDITIONS. SPECIAL ATTENTION SHALL BE, G1VEN~TO' , CONDITJONS OF P~ELS AND S.WlTCHING EQUiPMENT "HERE NEW,WORK IS REQUIRED, MODIFY EXISTING PAJiELS AND EQUlPMENTBY' '[HE ADDlTIONOF CmCUIT BREAKERS. WIRING. ETC. AS REQUIRED IN ORDER TO PROViDE A COMPLETE AND OPERATING SYSTEM. NO EXTRA COMPENSAT!O,N,WILL BE ALLOWED FOR FAlLURETO COMPLY WITH THE REQUIREYENT. ' 2.- ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (N.E.C.), AND GOVERNING MUNICIPAL. STATE AND LOCAL CODES. AND SHALL BE PERFORMED IN A THOgOUGH AND 'WORKMANUKE MANNER BY COMPETENT WORKMEN. ALL MATERIAL SHALL BE NEW AND SHALL BEAR THE U.L. LABEL. ' - . - .- - ' - . 3.- CONTRACTOR. saALL GU~TEE THE ENTIRE ELECTRICAL WORK. INCLUDING PARTS AND LABORS FOR A PERIOD OF ONE (1) YEAR AFTER FINAL WRITTEN ACCEPTANCE OWNER. " ' 4.:-'flUS' CONTRACTOR SlULL PAY FOR ALL' PERMITS. FEES. INSPECTIONS. TESTS, FiNE. ETC. AS REQUlRED. 5. - ALL WORl< SHALL BE DONE BY A UCENSE ELECTRICAL CONTRACTOR IN A FIRST CLASS MANNER ~~D SHALL BE COMPLETED AND FUU.Y OPERATIVE '1'0 THE ACCEPTANCE OF THE OWNER/ENGINEER UPON COMPLETION. 6.- MAINTAIN A COMPLETE SET OF ELECTRICAL PRINTS INDICATING ALL CHANGES. USE COLORED PENCIL to MARK C~~GES AT THE TIME OF ExEcUTION, ~D DEliVERY THg" SET TO ARCHITEC/ENGINEER UPON COMPLETION. . 7.- ALL MATERIALS SHALL BE NEW, OF NORTH AMERICANl,fANUFACTURE, AND BEAR THE UNDERWRITER'S LABORATORY Ai.'lD UNION LABELS AS APPLICAB~. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DELIVERY SCHEDULES OF MATE RlALS. 8.- PANEL BOAROSWHERE REQUIRED SHALL BE RATED FOR 10.000 AlC, , ' ' 9.- UGHTING FiXTURES SHALL BE COMPLETE WITH ALL NECESSARY WIRING, LAMP HOLDERS. LA..\lP. REJi'LECTORS, GLASSWARE. AND MOUNTING BRACKET ASSEMBLY AND ACCESSORIES AS REQUIRED ON POLES. ' 10.- CONTRACTOR SHALL MAKE ALL NECESSARY EXCAVATIONS, CUTTING. A..~D DO ALL REPATCHlNG AS NECESSARY FOR PROPER EXECUTION OF THIS WORK H.-AFTER COMPLETION OF THE INSTALLATION. THE SYSTEM SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. 12.- ALLELECTRtCAL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. CONDUITS SHALL COMPLY WITH N.E.C. PVC CONDUIT SHALL , , BE SCHEDULE 40 AND SHALL BE USED WHERE CONDUIT is RUN IN CONCRETE SLABS, OR UNDERGROUND. ELECTRICAL METALLIC CONDUIT SHALL BE USED ON AU.. INTERIOR WIRING. GRS CONDUIT SHALL BE USED ON EXTERIOR WIRING. , 13.- SHOP DRAWINGS AND MANUFACTURER'S LITERATURE: SUBMIT FOR APPROVAL. PROPERLY IDENTIFIED MANUFACTURE'S LITERATURE GIVING MATERIALS. FINISHES. ACCESSORIES AND INSTAlLATiON DIRECTIONS WHERE REQUIRED OF THE FOLLOWING ELECTRICAL EQUIPMENT: A.- CONDUITS AND RACEWAYS., B. - CONDUCTORS, C.- OUTLET" PULL, A.~D JUNCTION BOXES. D.- OVERCURRE,NT PROTECTIVE DEVICES. E.- LIGHTING FIXTURES. LAMPS., ' 14.- ALL CONDUCTOR SHALL BE COPPER. NO CONDUCTORSHALL BE SMALLER TliA.J.~ #12 AWG. INSULATION SHALL B,E THHN FOR ALL CONDUCTORs AND SHALL BE RATED FOR 600 VOLTS. INSTALL A GROUNDING CONDUCTOR L~ ALL CONDUITS SIZED PER N.E.C. 250-95. 15,- VERIFY SERVICE VOLTAGSBEFORE ORDERrNG AJiY EtttfRICAL EQUIPMENT. 16.- SPUCES FOR 16 AWG OR SMALLER SHALL BE MADE WlTH U,L. LISTEO MECHANICAL PRESSURE CONNECTORS. SPUCES FOR fl4 AWG OR LARGER SHALL BE MADE WITH MECHANICAL PRESSURE. SOLDERLESS CONNECTORS AND SHALL BE BURNDY SERVlTS oIl APPROVED EQUAL. SPUCES FOR IN GROUND PULLaOXE$ SHALL BE MADE WATERTIGHT Al'iD SEALED. . , 17.- ANY EXISTING EQUIPMENT OR DEVICES INADVERTENTL't DE..:..ENERGIZED OR DISCONNECTED SHALL BE RE-ENERGIZED AND MADE' OPERABLE AT N.O ADDl'fIONAL C0311.. ' . 18.- GROU!iDING SHALL BE IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 19.- EQUIPMENT, SUPPUED .9Y o'rRER 'fO BE CONNECTED BY ELECTRICAL CONTRACTOR. 20. - STANDARD MOUNTING HEIGHT TO BE MEASURED FROM' FINISHED FLOOR TO CENTER OF JUNCTlON BOX. OTHERWISE NOTED, , " ' . 21.- ANY DlSCREP~~CIES ARE TO BE BROUGHT TO THE ArfTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK; 22. - ELECTRICAL CONTRACTOR TO COORDINATE H13 WORK; WITH ALL OTHER TRADES. 23.- ALL M~TERS, MAIN SWITCHES, AND SUB-MAIN SWITCUES SHALL BE CLEARLY MARKED. 24.- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE TRENCHING WITH EXISTING UNDERGROUND UTILITIES. DRAWINGS DO NOT SHOW ANY EXISTING UNDERGROUND UTILiTIES. ~ ~ W ~ .1,: ~ a .. en ,5 7,9 11.3 "- ~ ....'" " " .0 b,S 9,2 ~ OJ .. A ['- ~ . ,1 (, ~ . Z '. " " 0 a G a " a a 0 G .. 51 4.3 3,8 3.5 3,4 3,b 4.0 4.9 6.5 ').0 &,8 " .. a " 0 0 " D " G a <I G " 10.6 10.7 11,3 5,4 4,8 4,3 4,0 3,9 4.0 4.8 58 76 Iti 9.7 - .- -1 - - .-.-4 0 <I a a " a a " I) a a <I a II " G " G D 11.4 lQ,(J 8.9 8.::; 7,2 6,2 51 4.4 4,2 4.1 4,2 4.7 5.4 6,0 8,4 9,8 10 :5 10,9 5,9 " a <I " " " 0 " <I <I .. " G \5 0 " .. a " " 10.2 6,7 7,3 66 6,2 5,2 48 4,4 4.1 41 4,3 4.7 5,0 66 7.4 8,1 8.8 10.7 9,0 G <I 0 a G 0 " a G, " " <I 6,8 5,6 5,0 4,6 4 4.1 4,0 40 41 9,5 8.4 " 0 0 6,8 7.5 6.8 , < - _....L"~ / 'f " " EXIs'r.ONE TO BE S1'OI~Y CBS BLDG RENOV A'rED 3#10 STRANDED WIRE UP POLE a o I '0 I') NOTE: FIXTURE/POLE SHALL VvjTHSTAND 120 M.P.H. SUSTAiNED WINDS. k/ ~. -' -'. '-~--r A :I" ~v....._;t, ( ~ TYPE UI PRtSTRESSED CONCRE IE POLE .MTI-l TAPERED CORE HOLE, AS SPECifiED BY: U.S. PRtECAST '11TH A 16 BARE COPPER WIRE FORMED IN POLE AND 1!0'-0" EXTENDED our TI-lE SIDE OF POLE.. -------...- ' ~ 1ft ,3" x 5" HAND HOLE WITH ALUMINUM COVER AND 4 - 1/4 x 20 INSERTS WlTI-l IN-LINE BUSSMAN TRON FUSES PROVIDE . OUCTSEAl <0 iN ~ CONDUITS I l ,- BROOKS #1419 - GREEN , P:jLLBOX ----~ EXIsrr. CONCRErrE 1fEDIAN j-... ! I i .. 5/8- x '; C' COPPER I CLAD GROU~O ROO \ ff I'M CLA1,(P ...L NO. 6 BARE (;,"40. W1RE ELECTRICAL PLAN N SCALE: 1 "=10' L~.. Scht'dul.. Pro t< AU Pra ts S ""'01 !;it Lo.bei. 4 liB 4 SA ~ Mnt ~~ns ~,~ :l ;:'~J lQO~ W <CCA1fiUiW}~"~-'~~-~--'~-~- --~~- --~:~~;~.~ SINliLE 36000 1l.700 ALL rL at K 4DOHH'6XSVi1.r CIJ.HCR!::TE Pll.t 30"'" (371lA;> - ~~=:.'=""-=.~:'~~ TYPICAL LIGHT POLE Or=-T p,IL !iJ..S.. N;..oo;II'rlc SulYla.r Pro ect< All Pro ects Lwei Ca.\cT PA . LOT fi!.lM'dt\ELnCa' unit,. Av MllJc HIn />,V Mln Mll.l<IMln F'c 5.68 U.6 LJ 5,1' 10,5:1 SPECIAL NOTES: (r~E~E NOTES SUPERSEDE ANY OTHER NOTE AND ON TH~SE. DRAWINGS) i.-CONTRACTOR SHALL INSTALL ALL IN-GROUND CONDUIT USING A METHOD TO AVOID DA1f..AGE TO THE EXISTING IRRIGATiON SYSTEM. OTHER UTlUTIES (INCLUIDING BUT NOT liMITED TO, JJ',P.& 1..., BELLSOUTH, CABLE TV., ETC.). SIDEWALKS Ai~D ORIVE\fAYS A.."N PATCHING OF SIDEWALKS, DRIVEWAYS AND PARKING AREAS SHALL BE DONE WITH A..~ APPROPRIATE METHOD BY THIS C01't"'TRACTOR. , 2.- CONTRACTOR SHALL INSTALL ALL LJGHTING EQUIPMENT. PULL BOXES AND OTHER APPliCABLE IN-GROUND EQUIPMENT WITH ' ULTIMATE CONCERN FOR THE EXISTING LANDSCAPE AND IRRIGATION SYSTEM. , 3.- ANY DAMAGE TO THE LANDSCAPE AND IRRIGATION SYSTEMS SHALL BE REPAIRED BY THE CONTRACTOR AT HIS COST. IT SHALL BE THE CONTRACTOR'S ,RESPONSIBIUTY TO COORDINATE A PRE-CONSTRUCTION INSPECTION OF THE EXISTING LANDSCAPE AND IRRIGATION SYSTEM TO ESTABUSH ANY EXISTING DAMAGE. ' FAILURE TO DO SO WILL ASSUME THAT THE SYSTEM IS IN PERFECT CONDITIONS. HENCE, ANY DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. - ALL LIGHTING FIXTURES. LAMPS, AND THE PRECAST CONCRETE UGHT POLES WILL BE PROV1DED BY THE OWNER TO THE CONTRACTOR. THE CONTRACTOR SHALL INSPECT ALL EQUIPMENT SUPPLIED BY THE OWNER UPON ITS PICK-UP. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE AND CARE OF THE EQUIPMENT SUPPUED BY THE OWNER. THE C.ONTRACTOR SHALL NOTIFY THE OWNER WHEN THE LIGHTING FIXTURES ARE REQUIRED AT LEAST TWO WEEKS PRIOR TO THE RrEQUIRED DATE. 5.- CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS FRIOR TO BlD. ANY DISCREPA..~CY WlTH THESE PLANS AND SPECIFICATIONS SHALL BE DOCUMENTED TO THE ENGINEER "A'f LEAST THREE (3) CALENDAR DAYS PRIOR TO BID DATE. 6.- liGHTlNG FIXTURES SHALL BE INSTALLED AS LNDICATED BY THE PROJECT ENGINEER AT THE SITE WITHL~ to DAYS OF NOTICE TO PROCEED. .' 7.- CONTRACTOR SHALL RUN CONDUIT AND WIRING NOTED ON THE PLANS TO NEAREST LANDSCAPE liGHTING WIRING NEXT TO BUILDING FACADE. INTERCEPT THE CONDUIT & WIRING. INS1'ALL NEW 10" DIA. JUNCTION BOX, AND VERIFY THE CONDUCTOR ~'r\{D CIRCUIT HAVe CAPACITY TO CARRY THE ADDITIONAL LOAD. 8.- CONTRACTOR SHALL INSTALL PRECAST CONCRETE POLES BY' EXCAVATING A 24" DIA. BY 84" DEEP HOLE. THEN POUR l!.. 4." BED OF GRAVEL AT BOTTOM OF HOLE. BURY THE POLE 5' OR GREATER DEPTH AS NOTE'O IN SHOP DRAWINGS. PLACE 3000' PSI., 28 DAYS~READY-MD(~ONCRETE. VIBRATE TO REMOVE VOIDS. INSTALL SIDE MOUNTED LUMINAIRES WlE:ING AND G~OUNI)lNG. ETC. AFTER CONCRETE CURES. , . . . < .- c, . ~~~".~.--_..... ._,-~~..........------~~~~--~._-------_......~-._--~~'" LANDSCAPING SPECIFICATIONS PART I - GENERAL 1.1 SCOPE A Contractor shall provide all labor, materials, equipment, watering, supervision, and related work necessary to complete the landscape work in accordance with the intent of the landscape plans, schedules and these specifications. The extent of work is shown on the drawings which are a part of thiS document. 1.2 SUBSTITUTIONS A Only materials specified will be accepted, unless approved in writing by the Landscape Architect in advance. 1.3 PU\NTSIZES A All plant sizes shall equal or exceed the minimum sizes as specified In the plant list. When plant sizes are specified as a range of size, installed materjals shall average the mean of the range specified. Plants shall be measured follOWing pruning, with branches in normal position. All necessary pruning shall be done at the time of planting. 1.4 PU\NT QUALITY A All plant material shall be equal to or better than Florida No. I as classified by "Grades and Standards for Nursery Plants" by the Division of Plant Industry, Florida Department of Agriculture. They shall have a growth habit that is normal for the species; healthy, vigorous, free f~m insects, disease and infury. B. The Owner or landscape Architect reserves the right to refuse any plant material which does not conform to the intent of the written specifications or design. J.S PlANT QUANTITY A The plant quantities shown on the plant list are to be used only as an aid to bidders. In the case of discrepancy between the plant list and the plan, the quantity on the plan shall override the plant list. 1.6 UNIT PRICES A The successful bidder shall furnish to the Owner and the Landscape Architect, a unit price breakdown for all ' materials. The Owner may, at his discretion, add to or delete from the materials utilizing the unit price breakdown submitted to and accepted by the Owner. 1.7 INSPECTION CERTIFICATES A Fertilizer: The Contractor shall submit to the Owner and Landscape Architect documentation that all the fertilizer used for the project is of the analysis specified and placed at the rates specified in section 2.2 FERTILIZER. 1.8 CLEAN-UP A Upon completion of the work or any major portion of the work or as directed by the Landscape Architect, all debris and surplus material from his work shall be removed from the job site. 1.09 MAINTENANCE A The Contractor is responsible to maintain the plantings until they are accepted Ulider the provisions of 1.1 O-C "ACCEPT ANCE". I. Plants: Begin maintenance immediately following the final plant installation operation for each plant and continue until all plant installation is complete and accepted. Maintenance shall include watering all plants, weeding, mulching, pest control, tightening and repairing of guys, repair of braces, removal of dead growth, resetting of plants to proper grade or up-right position, restoration of plant saucers and other necessary operations as determined by the landscape Architect and good nursery practice. " 2. Turf Areas: Begin maintenance of turf immediately following the placement ofsod and continue until sod installation is complete and accepted. Maintenance shall include but not be limited to, watering, leveling, mowing. weed and pest control, fungus and disease cOntrol and other necessary operations as determined by the Landscape Architect and good nursery practice. 3. Watering of field-grown plants: The following water schedule and amount of water per application shall be followed during the maintenance period. If climatic or soil conditions warrant a variation of this schedule, the Contractor shall be responsible to notify the landscape Architect and receive his approval. All field grown plants shall be watered once daily for the first week after planting; every other day for the next week; and twice weekly for the third and fourth week. See Section 3,4 'Watering-In." The following amount of water shall be applied around the rootball of each plant at each watering: - up to -4 inch trunk caliper for trees and I arge shrubs 10 gallons - from 5 to 8 inch caliper 25 gallons - 9 inch and up caliper 50 gallons 1.10 OPERATIONS FOR ACCEPTANCE A. InspectiOl'!:lnspection of the work, to determine completion of contract work, exclusive of the possible replacement of plants and turf, will be made by the Landscape Architect at the conclusion of the maintenance period. Written notice requesting such an inspection and submitted by the Contractor at least ten ( 10) days prior to the anticipated date. 1.11 GUARANTEE A Guarantee all plants for sixty (60) consecutive calendar days {CCD) from the date of acceptance. Guarantee Trees and Palms for a ~riod of one hundred eighty ( 180) CCD. Guarantee shall commence from the date of written acceptance. Plant material which is on the site and scheduled to be relocated is not covered by the guarantee except in thS'ease of Contractor's negligence or work that has been done in an unworkman-Iike manner. The Contractor is not responsible for loss due to acts of god, vandalism or theft. 1.12 REPLACEMENT A Replacements shall be made during the guarantee period as directed by the Landscape Architect. At the end of the guarantee period, inspection will be made by the Landscape Architect, upon written notice requesting such inspection and submitted by the Contractor at least fIVe (5) days before the anticipated date. Remove from the site all plants that are dead or in a state of unsatisfactory growth, as determined by the Landscape Architect Replace these and any plants missing due to the Contractor's negligence as soon as conditions permit. I. Materials and Operations: All replacement plants shall be of the same kind and size as indicated on the plant list; The Contractor shall supply and plant the plants as specified under planting operations. 2. Cost of Replacements: A sum sufficient to cover the estimated cost of possible replacements. including material and labor will be retained by the City and paid to the Contractor after all replacements have been satisfactorily made and approved by the Landscape Architect. PART 2 - MATERIALS 2.1 PLANTING SOIL A Planting soil shall be of the compositions noted in the plans measured by volume. 2.2 FERTILIZER .. A Fertilizer for trees, shrubs, and groundcovers shall be as follows: LESCO 8-10-10, Sulfur coated with iron and other minor elements and maximum of 2 % chlorine or brand with equal analysis. The fertilizer shall be uniform in composition, dry and free flowing and shall be delivered to the site in the original unopened containers, bearing the manufacturer's guaranteed analysis. Fertilizer for sod and seeded areas shall be 8-6-8, 50% organically derived nitrogen, or equal. Fertilizer for palms shall be LESCO 13-3-13 Palm Special or equal. 2.3 WATER A The City shall provide potable water on site, available &om the start of planting, as required by the Contractor. The Contractor is responsible to ascertain the location and accessibility of the water source. The Contractor is responsible to provide the means of distribution (i.e. water truck, hoses, etc.) for distribution of water to the planting areas. If water volumes and accesslblllty are not satisfactory to the Contractor. It Is his responsibility to negotiate acceptance terms with the Owner prior to signing of a conl;raCt. 2.4 MULCH A Mulch shall be as specified In the plant list. uniformly shredded and free from large pieces of bark and foreign matter. 3.0 PART 3 -INSTALLATION,PROCEDURES 3.1 LAYOUT A VerIfy locatIon of all underground utIlIties and obstructions prior to excavatlon. 3.2 HERBICIDE TREATMENT A In all areas infected with weed and/or grass growth. asystemic herbicide, such as RoundUp, shall be applied per manufacturer's rates. When It has been established where workwlll be done, the systemic herblcIdeshall be applied In accordancewfth manufacturer's labeling to kill all noxious growth. Contractor shall schedule his work to allow more than one application to obtain at least 95 % kIll of undesirable growth. Contnictor shall exercise extreme care to preVllnt damage to desirable existing growth. If necessary, Contractor shall conduct a test to establish suitability of product and applicator to be used on thIs project, prior to execution of the full application. 3.3 PLANT PiT EXCAVATION & BACKFILLING A Trees: The diameter of the planting pits shall be at least two feet wider and one I'oot deeper than the size of the root ball. Backflllthe plantIng pit as described In the notes on this Sheet. B. Shrubs and Groundcover: Shrubs and groundcover shall be pianted In a soli bed as described In the notes on thIs Sheet. 3.4 WATERING-IN A Water in plants by thorough soaking of the entire root ball immediately after planting. For large trees and shrubs, add water while backfilling hole to eliminate any alr pockets in the soli around the root ball. B. Water shrubs, sod and groundcover a mInimum of once dally until an irrigation system Is fully operational, or for a week after planting. Water for trees and other large field grown plants shall be supplemented by hand or w;rter truck, in addition to the irrigation system, as specified in 1.09 (1\3): 3.5 FERTILIZING A Add fertilizer 'on top of the surface one (I) week aftEll' plantIng of eath segment of the job. Fertllizer shall be applied after soil has been well moistened. Ferttilzer shall be washed off of plant leaves and stems immediately afterapplfcadon. Apply at the following rates: I) Trees & Large Shrubs: One (I) pound per inch oftrunk diameter, spread evenly over the root ball area. 2) Shrubs: One handful per shrub, spread evenly over the root ball area. 3) Groundcover: Twelve (12) pounds per 1000 sq. ft. of bed area. 4) Sod: 12 pounds per 1000 sq ft. Wash olf blades immediately after spreading. 3.6 MULCHING A. Spread mulch two (2) inches thick unIformly over the entire surface of shrubs and groundcover beds, depth measured after settling. Provide 36" diameter bed of mulch, measured from outer edge of the trunk, for all trees and palms planted in ,sod areas. Keep mulch away from contact wlth the trunk. 3.7 GUYING & BRACING A. See the details bound herewith or made part of the plans. 3.8 SODDING A. Provide a blanket of planting soil as described in the notes on this Sheet. ' Prior to planting, remove stones, sticks, etc. from the sub-soil surface. Excavate existing non-conformIng soli as requIred so that the flnlsh grade Is flush with adjacent pavement or top of curb as well as adjacent sod in the case of sod patching.. B. Place sod on moistened soli, wlth edges tightly butted, In rows at right angles to slope!l. The sod shall be rolled with a 500 pound hand roller. C. Keep edge of sod bed a minimum of 12" away from groundcover beds and 24" away from shrub beds and trees. D. Completed sod shall ImmedIately be watered sufficiently to uniformly wet the soli to at least t:#o inches below the bottom of sod strips. E. Apply fertilizer to the sod aFter initial watering, as specified in Section 3.5. ~~ ~ 1 <1~<1V1 '\7 \J ~ v <J~ <1<1 5/8" DIAMETER HEMP OR NYLON GUYW1REPULLEIDTAUT. ADD RED PLASTIC FLA<G. THREE GUYS 120oAPAIU. ' I LAYER BURLAP (12" WIDE) UNDER NYLON OR HEMP. 3" MULCH (D9 NOT PILE MULCH AGAINST TRUNK) TOP OF ROOTBAILL FLUSH WI SURROUNDING GRADE. CAREFULLY UNTIE AND REMOVE BURLAP FROM TOP 1/3 OF ROOlrBALL. 6" DEEP SAUCER PI.ANTINlG SOIL COMPACTED PLANTING SOIL TREE OR PALM GUYING DETAIL UNDER 3" CALIPER N.T.S. DETAIL A TOP OF STAKE AT OR BELOW GRADE 18" N.T.S. -t .... J r #5 REBAR, 24" LONG, 3" BELOW FIN. GRADE. (3) 120 APART. DETAIL B 18" N.T.S. 5 LAYERS OF BURLAP 5(2"X4"XI6" WOOD BAlTENS STEEL BAND BATTEN DETAIL N.T.s. "<;;\'/\O\lE: . OJM~^cn;j) ~"S,€ . ~ ;"Sf'~A.......-r TO O'?~ ~v 1~1I I W ^\..'- .?\...A."f11~Gt ^~GA$. <J <J v\] ~ f/ q 5 TURNS BROWN BURLAP ON TRUNK 3-12")(2'X4" BATTENS WI BANDING /oS SHOWN AT HEIGHT REQ. TO I PROVIDE PROPER SUPPORT OF THE TREE. TOP OF ROOTBALL FLUSH W/ SURROUNDING GRADE. CAREFULLY UNTIE AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. 6" DEEP SAUCER ~~ ~ . 1 <1~<1V1 -q \J~ \1 <J~ <1<1 3-2"X4" BRACES, 120 APART, MIN. 2"X4" STAKES AT BASE, USE #2 GRADE YELLOW PINE. TOENIAL BOTH ENDS OF STAKE. 3" MULCH (DO NOT PILE MULCH AGAINST TRUNK) TREE OR PALM BRACING DETAIL OVER 311 CALIPER ....: (J) J: .... 0) "" ,.. w z /--- ~Sr: C -L _ Ft;NCI:; e..X\""f, z '" IAL-'- 12901 SW. 71 AVENUE MIAMI, FLORIDA 3315.6 PHONE: 305.-235-5310 FAX: 305.-235-8380 EMAIL: RGDU\NDARC@EARTHLlNK.NET ~ :::> I- U w I- J:17 ~Z <(- wZ a..Z 6~ f.I) 0.., OQ ZZ ::S::S 'SAp A- -:2- boot-ed) M.~~~ hts, (IF PE..~'1)"GD ?->y J::..^H.....~AO ATT^G-\ APP~"IAL.... DOCV~t-SI \Q f'e,RMIT A~L,.\ Vcnot-l u.G Ow ~!:: wI -U g~ V) W . Z6 ffi6Vl a:lQ2C ::EwZ w::E<t' ::E<(...J JA\l -~+ cJA\JO -10 0-10 ~ffiz wz~ c:aOVl z~W W<(O VJl:) ~ L"4- f?.o.w SYPA" 6 o Ij' ci o g , ..,..--.. Z3 - P -<- ct~ v < u o , NO"TE:: ft.ANTS Il-J F DOT ~O'f/ f<-fSQU \~~~ PER,MI\ J AIIAQ.\ A.PPROVAL JJdC:V M1iZNT IV p~ IT Af'PL\~OH I) \ ' ~; :2- l>> ~ 8 ~ ri) t11lt ;a lA N '-0 I' I t- V} II) -t =' \U Q 8 BISCAYNEI1.Vb. : tI$ HWV,.1 / ..- LIJ . ... a: (f). .~ .t: . ... ..J Q f/) 0) IJ. I' UJ r: ,... .. (I) <C . a: 0 - W :::;) Q. 0 . 0 C z ... 0 z a: Z w A. 0 ~ 0 0') :IE I' <C ,... a PLANT LIST KEY CACY PLANT NAME Capparis cynophallophora Jamaica Caper Chrysobalanus icaco Cocoplum Glusia guttifera Small Leaf Clusia Coccoloba diversifolia Pigeon Plum QUANTITY 6 EUSS FIBE Euphorbia millii val" Short & Sweet Ficus benjamina Benjamin fig Ficus pumila Jasminum volubile Wax Jasmine Ptychosperma elegans Solitaire Palm -+ SIZE 5' -6' tall x 3' spread full, B&B 3 gallon cans 18" x 18" 7' -8' tall x 4' spread, full 12' tall xS' spread 2 Yl";.3" cal., 8&8, 4' c.t. 8" pots, 8" spread 3 gallon cans, 24" x 14" I gallon cans 3 gallon cans 18" spread 14'-16' tall, triple trunk, aU mil equal height 3 gallon cans 16" spread 10' tall x (I spread ,2 y2" cal, 4' c.t. triangular colum 4' -4 Vl' tall 16' tall, booted, matched height <IF PERMITTED BY RAILROAD) solid sod DATE CHIC 52 Z <C ..J a. " z ~ Z <C ..J a. CLGU 7 COOl " 220 12 FIPU JAVO 40 i+ PTEL RAIN Raphiolepis indica Indian Hawthorn Senna sutrattensis Glaucous Cassia Syzigium paniculatum Bush Cherry Sabal palmetto 90 2> SESU IJQ~ 'SYPA 6 SAPA' 12- Bill Rosenberg Ken Gardner FL~#143 FL~#1569 FOR TREES AND PALMS OVER 12" CALIPER USE 4'X4" BRACES SOD St. Augustine Floratam as required PLANTING SOIL COMPACTED PLANTING SOIL /4/5103 PLANTING SOIL 70% silica sand 30% muck Spread 18" deep in all plant beds after excavating asphalt and compacted base. Finish flush with top of curb or adjacent pavement. Spread 4" thick in sod areas REVlSJ6NS -,..' 4'1 ?Jt! 03 , I 6/4.a/o3 I I MELALEUCA MULCH (Grade B) Spread 2" thick in all shrub beds and 3 ft diameter circle around trees in sod areas. NOTE: All landscape areas (including Railroad ROW if permitted), shall be irrigated with an automatic sprinkler system with an automatic rain shut-off sensor. SCALE ...~ N.T.S. 111t:::20~..;.o.()~i SHEET "" [Mj]~~~@ [P)[Ri(Q)J~~lr ~ (Q) [Ri g @~(Q)Q)J[P) ~~~D [L(Q)~~lr~~ ~ lr~ ~~~[NJlrlUJ[Ri~ , , Sl ~[L(Q)[Ri~~~ Ol^lNEf<. , MERCO c.Sf<.OUP I NC. ..JESUS VELEZ DIRECTOR OF DEVELOPMENT 6965 COLLINS AVE. MIAMI BEAC.H, FL. 99141 (905) 868-4541 MOUf<.IZ / SALAZAR 4 ASSOCIATES ARCHITECTS 4 P'-..ANNER5 1855 5.Y'l. I04TH stREET, SUITE 290 MIAMI, FL. B91Sb (905) 21B-G{c:ill 'FL. AA C.0008<15 MOURIZ SALAZAR . CIVIL- FOF<D ENCSlNEERS, JNC CIVIL ~ ENVIF<.ON~Mr=NTAL ENGINEERS 1'150 NV'i '14th AVENUE. MIAMI, FLORIDA'~!99112 PHONE: (905) 4(tl-6412 FAX: (BOS) 411-8054 . LANDSCAPE ALEX KNI6HT L.ANDSCAPE, ARCHlTEC5 ALEX KNIGHT .. 21<1G{ PONCE DE LEON BLVD., SUITE 902 CORAL GABLE5, F!_ORIDA 6BI94 PHONE: (B05) 44j~-Dbll FLOOD LEGEND ProJeG.t Name: AYENTUAA LANDINc$ Legal: (SEE BOUNDARY SURVEY, PREPARED 6Y FORD ARMENTER05 4 MANUC''(, INC.. (AUe:;,. 11,2002)). Addre$s: 2exx NE lea ST. c'roVlln Or Road Elev. @ +/- S.b' (ALONe:;, EXIST. NE 18S ST. ) entrance drlveVlla~ Is +/- S,6 rt. NGYD. Cro~n OT road elevation VIlGl$taken rroma certifIed e\Jrve~ prepared b~ EDlNlN J. fERNANDEZ, P.S.M. PL5 LIGenee No. 56'16 Por the firm of FORD, ARMENTER05 4 MANUC,Y, INC. DrCllnage PIClns Attac:.hed DERM/f'IlC - Not Yet Applied For 5Fy..{MO - N/ A Total lmpervlovs Area XXXXX sq. ft. Undergrovnd Parking: No Basement: No Propo$ed c,CltG.h 6a51n ElevatIon 6.0 Retentlon/5~ale AreCl ElevatIon N/A Have these sites or other portIons of these propertres been granted a CLOMR or FInal LOMR? No !:!::9jec:.t Is fOGated In Federal Flood. Zone: At: (1, e) per Commvnity Panel No. e4, Map No. 120635 dated Marc:.h 2,1'1"14 LOv.lest Floor Elevation (InGlvdfng lobb~/svnken area e) Propo$ed ... Ft. N6YD Belo~ grade parklng/basement el Datum: 0'-011 = XXX Ft. Ne:;,Y Garage/Storage Floor Elevation ... ft. Ne,YD AdJac:.entGrade Elevation (next to the ~aH 0' the structure) , ... Ft. 4 f:. e:;,YD ... TO BE DETERMINED (fLOOR ELEV. 1'-6" ABOVE CROy..{N - Of ROAD OR II ABOVE fLOOD PLAIN ELEY" f'IlHICHEVER HIGHER). PrQlecllnrOl'll18l.i2Q Project Name: Locatlon: Architect: Developer: Aventura landings Aventura, Florida Mouriz. Salazar and ASSQClales, Inc. Merco Group Inc. u~ (~pennW One family detached \fwelllng Two.family dwellings Triplexes and quadruplexes Townhome$ not to exceed 6 units In anyone group Low rise apartmenls Mid rise apartments High rise apartments All uses permitted In the CF dlslrlct Publicly owned recreatiOn buildIngs and facilitles, playgrounds, ptayflCkls and parks AlF P~ilIed accessory use Cs); Uses accessoIY to resklentJat uses when !ocaled on the same plot 9.01 Al:fes , 392 sse ~ (45) = 405,8$ units lotal (Includes OulparceO 43,560 16,000 s.r. Plot area mIn. . ~INIMUM lOI..SIZE: (TOWNHQUS,ESl t ,600 &.t. (20' x 80')" ' Miti:ialllm l1.lIikliCllJ llll!ghl: 40 Stories. 400 feet 40% Minimum open s~ rAAulremenls: 40% of tile tolallot area Jntenor lots Front 25' Side 10' Rear 25' Comer lots Front 25' Side Streel 20' Rear 2S' Front 2S' Side 2S' Rear 25' fJQQ( ~. (TO'M'Ihouses) Two be\:lrO()f1l 1.050 s.r. Three bedroolT 1,200 s.f. l:~ areas' (H~l1ris~) One bedroom 900 d. Two bedrO()f1l 1,050 s.f. Three bedroorr 1.200 sJ. ParldCllJ requl~tJ;. <T<lHIlhol~ 1 COVered garage spacellO'M'lhome 62 Sp. 1 Open spaceJtownhome 62 Sp. Total 124 Sp. Blrkl09 requl(ements' (ljlghrlsll) 1 112/ Eff or 1 Bdr 2/2 Bdr or more or 1 Bllr with den 5% Guest Loading Zone: 3 required VI(ldth of rlght-of. way. , Shall comply with Section 1102 of the City's Land Developmenl Regulations. ~~ Sidewalks shall be provided on both sides of public or prlvate street right-of-way&; alllnler!or privale skIewalks shall connect with the sidewalks In tile right-of-way. landscapill9: Shall comply with Chapter 10 of the City's Land Oevek>pmenl ReguJatJons Slroot lighllCllJ' Shall comply with SecliornI 1102 and 1104 of the City's Land Development Regulatlons Mipi()'lum lin~~ ft90r elevation' 18" above the highest point of the fronting roadmy adjacent to the lot (excluding lobby level where there are no residential units and parldng garages. All electrical equipment shall be aboVe t100d criteria level). Pial restrictions' FIre hydrants and slde\'ialks required, no seplic tanks; all new eleclfical and communlcatlon lines wlll be Installed underground: 1nd"lVIdual wells not permitted. ffi e enotes variance request SITE DATA CALCULATION 06106I2OO3 Tract. rise PIolArea: 100,174,38 8J. + or . 2.3 Al:fes nt T ownhomes Traditiooal Nelghborhooll Dey-e!oprnent ~pt HigMse CondominIum Apartments Paoong structure 3 stories v.ith 1 Story recreation building and roof top amenity pool 2.93 FAR (293.881.1&.f.) .67 FAR (131.645 8.1.) Tolal Average FAR "1.98 62 Towhomes 205 COndominIum Apartments 405 Total Units (45.82 DUlAC) , See TO\vnhouse lot Layout Plan Dwg. SP.1A Minimum lot slze is 1.2.81s.r. (Lots No. 46, 47, 48 and 49) 1610 16 Slorles (Highrise) 3 SlorIes . S5 feet (Townhouses) 40% Plot Coverage" 152.445.61 s.1. 40.34% Open Space -1 53,497 d. (IncludeS 112 Landscape Garage roofs) See Townhouse lot layout Plan Owg Sf.1A Intel10f lots ' Front 19'-9"minimum (lot 25) Side 14'.1' mlnlmum Rear 16"-4" minimum (lolsa) Comer lots Front 21'-6" mlnlmum Side Street 18'-8" minImum (lot 57) Rear 16"-4" minimum (lol58) Parking Garage Front 25.0' Side 25.0' Rear 25.0' an Building Front 25.0' Side 25.0' Rear 25.0' Two bedrO()f1l 1,588 s.1. (A) Three bedroom 1.695 $.f. (B) One bedrO()f1l 900 s.f. Two bedroom 1.180 s.f. Three bedrO()f1l 1.310 d, . 2 Covered garage spateltownhome (62 x 2 II 124 $p.) 16 Open spaces Tolal140 Sp. ~ 26 x 1.5" 39.00 Sp. 179 x 2.0 = 358.00 Sp. 397x 05= 198&.S~ Total spaces 416 Loading Zone = 2 (200 Apartments) ~ Garage 419 Sl.!~ 4 423Tolal 2 24'..(1' Two way 2<14' Flr9lana 14'..(1' One way (21' pcov1de<l al 10000house$ one way) 24'..(1' Two way 20'.()" Fire !ana Will Comply Will Comply See Slle Plan for minimum landscape areas to be provided between building and paved areas. See SIle Plan for minimum landscape areas 10 be provided between building and paved areas. Will comply Will comply Flnlsh floor elevatloo is 9.0' ngvd or 18" above l:fown of road at N. E. 185th Street (Miami Gardens drtve extenslon) . v.11lchever if greater Finlsh floor ekwallon 1$ 9.0' ngvd 0( 1 S" aboVe l:fcwn of road al N.E. 1651h street (Miami Gardens drtve extenslon) . v.11ichewr if greater Will comply wm comply Highrlse loft CondominIum Apartments Parking structure 2 stories with roof lop amenity 2.34 FAR (199,331.03 sJ.) 138lofl CondomInIum Apartmenls 11 to 13 Storles (Highrlse) Parking Garage Fronl2S'..(1' " Side (east) 10'~" Rear 2S'4' aln Building Front 135'..(1' Side 110'.a" Rear 25'.()" Two bedrO()f1l Three bedrO()f1l 1.1208.1. 1,430s.r. ~u~ ~~ 138 x 2.0 = 216.00 Sp. Garage 290 ~ .Ql'l" 13 80 ~, ~rmQL..Q Total spa<:e$ 290 290 Total loading Zone" 2 (138 Apartments) 24'..(1'Twoway 21'..(1' One my Will Comply See Site Plan for minimum landscape areas to be prO'rided between building and paved areas. Will comply Flnlsh floor elevatlon Is 9.0' ngvd or 16' above l:fown of road at N.E. 1651h Street (Miami Gardens! dnve extension) - v.11lchever if greater ! Will comply I NDEX OF DRA~I NeSS 6HT. *' DE6c.RIPTION SP-I SP-IA SP-IB SITE PLAN 4 LOCATION PLAN TO~NHOME LOT PLAN .$ LOCATION PLAN SITE AREAS PLAN TRACT A SIGNATURE CONDOMINIUM A-I A-2 A-9 A-4 A-5 A-€; BUILDING FLOOR PLAN BUILDING SOUTH 4 EAST ELEVATIONS BUILDING NORTH ELEVATION 4 SECTION UNIT PLANS UNIT PLANS SHADOV'l STUDY TRACT B TOY'+iNHOME5 B-1 B-2 B-9 6-4 6-5 6-6 6-1 TO~NHOMES BUILDING TYPE I PLANS .$ ELEVATION TOV\lNHOMES BUILDING TYPE II PLANS .$ ELEVATION TOV\lNHOMES BUILDING TYPE III PLANS 4 ELEVATION TO~NHOMES AMENITY BUILDING TO~NHOMES BUILDING C.HARAC.TER ELEVATION TO~NHOME5 UNIT A PLAN TO~NHOMES UNIT B PLAN TRAC,T C, LOFT BUILDING C-I C-2 c..-9 C-4 c..-5 C-~ C-'1 .C-8 "'...../ '../~-V-"v'" '''v.n' ..'v"'....~-'"'v-- ~V<6 No A-OJ & REYIEV'l COMMENTS e/le/~ ffi .. -A.... ,,^-..,'_~-^---_---^-.,/'--..._~ ~-::::N::4 & ~~..... /^_.., ./"--,.../'--J'- -'v--........ .. .. V v.,,~~-~---v--~ & DRe REVIEV'l COMMENTS Ob-Ob-O:) & , ...../'--' ,,/'-- ,-^----^---~ LOFT BUILDING FLOOR PLANS I TO II LOFT BUILDING J.^iEST ELEVATION LOPT BUILDING SOUTH ELEVATION LOFT BUILDING EAST ELEVATION LOFT BUILDING NORTH ELEVATION 4 SECTION LOFT UNIT PLANS LOFT UNIT PLANS 5HADOV'l STUDY ,; AERIAL VIEW TI@@~~TI@[fD wTI~[fD I I t-. · I !& TRACT A Jl ru \' ~ IOOJ74.31l SF. ,\~ . _-:~":_.. _.. _.. _.. _.. _.. . ,!'illLS,8:1.p:.. -.. -.. -.. ~ _ ~~I 433.21 r.. PARKING BY DISABLED ~ PERMIT ONLY UP TO $ 250.000 FINE Y"iHI TE OR BLUE BACKGRoUND d) BLACK LETTERS W WHITE BACKGROUND NOTE: SI6N MUST BE POSTED AND THE BOTTOM OF THE ~ SI6N MUST BE AT LEAST 51-0" ABOVE GRADE. l25'-0" . ETBAC. ~ EXIT ONl....,.. ~ 8411 MAX A.F.F. LOADING I seRVice 61& .. 10 II 12 13 1-4 15 16 11 1& I" :20 :21 22 23 24 :25 :26 ! RAMP UP TRAS-4 l- CY :J o o ~ CO N W Z EM3AS5Y SUITES SERVice J-Wl tD,- .'>t .'<;J- ~.ai Pia 0,- o z. 2 46 12 1- II , 4 3 01 . = i~ 9(1 12'-0"S'f'12'-0" t · t +4 45 ---c f--- 11':1 l~tl SIGN QET AIL N.T.S. NOTE, 6ARAGE CONDITION ONLY NOT ON )^ ~RF~Ce.PA~~J1.~ ,/I~ HAN!?ICAe~IGN I r 3" WIDE APPLIED "_, STRIFES FOR DETEC. TABLE Y'iARNINGS(TYF) @ ALL H.C.. ~ ~ J b" EXTRUDED CURB 42 11 10 6'f 6& 61 66 65 fA 6' 6:2 I I I ~, I I 5& 5<f 60 61 MAIN LOBB'( () _I d) - SET6ACK - ~~~~~ ~ ~ 00 ~ ~i Pr-. ~ R~ 7 J8. 0 J ~OA ~ 0 A~297.64J IV. f:. OS€='D --- _______ ~ - 92042'36" "'as."", €='J(.,.~ -- r I -/ T T- I wr I A=40.45' S.,.~/O^' - _______ _ l : R=2S.00' <1:::'2. ~ r::.,.. ------ __ ____--- ~ : S89059'2~".1 .... '54-'w;:( - - .~J _ I 26.03' / \-----Wl .. -~ I @ . 1 (", I L. --,: ~ - R HoC.. II J 3 _9- ===808.00 -L.l I I I RAMP I S89.:?~/ ;:;"1 ,~8..2.:?~}~,. ___., -r' n 1/ 84'.A... 1 ~\ ~ til( /' I 1 I I"KTI I I We 82..>0 f-l,' ~ I Ii, I,..),/ ; -~ ,"8. ~ __~.~ '! - '" l=i-11\'n-~'20d.4 ! -,- · ~ r rTd= ' . l ~ ( :' LNIT ~,. , 111 ~;- _______ A=327.1S'1'\ 31'-0" 31'-0', 31'-0' 31'-0. · 'i' ~ I ~ L{tT~1r] 21'~" fBi ~T ~'ut;i~- -R-~ mB~ - _____h-~at,,: ~ '1t LN~~\'[.':'~D LNITD 4'~ 1 .d ~IT ;111111I111I1,...1 r~-~ .,... / A I~IT rr''''', 'I 2'-' ,2 -8", ~'-4 · 28'-4' j 28'-4' j.~ 'ie';o~~"-'" !} ]' l-NIT I I '-0" ffT1"~ __ - ' - )'.",,~\ -y- ~ -- M r ~ I' . 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(SEE OUTDOORLI6HTI~ STANDARD" 1104.4). @ @D~@ NO~TH 1ST LEVEL ~Q~[fD SCALE: 1"::40' I::;ZEViSIONS BY ZONING __._w . 5U6M!!T AL. _...._ _ __.__ RE5UBMITTAL. ZONIN6 ~: COMMENTS OF 12-0 -0;; ^ 6lTE PLAN APr>ROV !~\ 01-51-0;; &_~VI~~rNT5-- -. ^ REDE616N l~\ 04-2;;-0;; L~-- - D~~.J,~- --- ^--~---uDRc. REVIEW ~~_"__ Ob-13-o5 ~ ~ ~ =::I ~ ~ ~ 0..... 0 ~ ~I- --1<3:.-J d"OoLL Ol(YUJ<( o 11\ I- ~lL~<{Ol (Qb o8F2 ~ O-lz IL-. (Y W u-- W > ~ 2 <( lU!J] ~ ~ o z cj z 11tJ ~ ~ [5 I- o U1 (J) .r: !Q ~<D all) ~ ~r;; ~ ~; ~ <( ;: ir I u) (J) ::)0010 OJ ....... oc;:or--- ~ t::! U1 ~N 0 ~ "':W'---" 0 ::::) LI):2: I- LI) () o ~~sg <i ::E r---:2: U1 '--' <i Nil: 1IISe~ a: ::> o en <( o Ol '0 (:;2 ,~ 2:C 0.9 ~o. 2Vl <1)'- > C 00 o~ "'-:9 '01- g~ '0 0' ,S 0 '0 - . "::; C .00 ~:: VJO :C2 +' +' Vl ~ C 00 ~() Jl . O'e Co .~ :.:. 2~ '0'0 o - I- 2fr (j)~ u~ 1) 'j~ e O<IJ Vl C :J ,9)L Vl'. (j)<IJ -0:;:' 0.; ~ U :J Q) u;J:' <il.c +'U ~~ ou> .c (j)+' .c _ +'.0 Uu Z<IJ - > '<IJ UVl O<IJ (/) L, U1 v'~ <(L~ O+, <-<l 'c ~ () 1X.c~ <l: 0,0 N'- -il-Q) ..J_.c <(-- In 0 ^ ,0.0 Ne - 0 0' IX e ::l't-- ,- oo~ :2 >,~ OLe o ~'- 00'0 ~I-Q) o.N @oo Ql.c t- Q)...... I- :J 9 Q) 0 fY.cVJ >- ...... UJ 0, (j) Q) O~c UO::l U) 0::::: W :z: :z <1:: --.J D- ~ U) t- U W l- I U cr:::: <1:: DI~Awr\j R..MA --- ----------.~----"----'.._-,_.'-- CI-IECI<ED ,_,______. ___"_ _H,._'.._____.__._~_____n___ ~ DATE AGUST 2002 .'___n___ __,_______.__'__'_ SCALE. AS 6HOV'iN _._----- ,---------- JOB NO, 104b -,_.-,~,-----,-,-----,-,-_..- ,----------' S H ETT 104b6P-I.DV'\Go ~P<U 1 - , " ~) - ,', -, or: SHEETS I I I I I I I TRACT A ~--_.._.._.._.._...~~~~'- \ 6 1 ~ 4 10 II /:l lit I" IS 16 11 I~ I" :20 ~I ~ ~ :l4 .25 :26 ~-oK AC. .. fMt?A'>>'I f:>Orre.~ ee.~\~ s .. B :2 I I I ~, I I ~ REVISIONS BY 9 ~I -j V'iHITE OR BLUE 6ACKGROUND ZONIN\SI 5VeMITfA1- _..~--,... -. '.., ....-->.....-,...........---.--.,-......-- ...-..,~.-..~.- RESt)eMITfA1- ZONIN.:S RlN. GOMMENT$ OF 12..02..02 -^-5i1i.PL:AN~-..._..._- L!~ 01-31-03 1\--..-iiEVla'i COi~TS~- .---.- L~':1 06-1e..03 ~-'-REO~~ ..-- - ~-_._--_.-.....--..~..~.............-....... ~.~.------- . !'J89.5..8~,15J.tE... _ _. _ . . -... .... _ ... _ ... ___ ... 433.21' PARKING >>'1 DISABLED ___ PERMIT ONLY UP TO $ 250.000 fINE BLAC-K LETTERS VV WHITE BACKGROUND NOTE: SIGN MUST BE POSTED AND THE BOTTOM OF THE SIGN MUST BE AT LEAST 5'-0" ABOVE oRADE. ~84IlMAX A.F,F, l ! ~ANDICAP SIGN DETAIL N.T.S. iYP RAMP LP RAMP ON l- [Y => o o ~ co N W Z c.::~..::'':''J 12 , II 9\- 9~~ f'-a~!.~.-otl 44 -45 -<1 'Q- i ;.__ .D :2:2'-0' <0 <42 li ~ b'-Oll 'f-'-- t- B" V'lIOE APP1-IEO ~I STRIPES fOR D1:TEGTA6LE AARNIN6S(lYP) @ ALl.. H.G. ", RAMPS 1=:161~ D D CURB ~ ~ ~ c::=::I ~ ~ ~ (L ~O , => <.{ .....J d .. 0 0 ll. B~~<{ ~ lL \..:I <{ Ol @b 0 812 ~~ ~ 0 -1z :l~ F Ol 11l ,~~'. 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III ....-1" I I I I ,. I I ~ " I a~ . ~ I .j~.T~' ~~: ~1,; ,; ~!:~~:~'24'-0" ~ !l.~ ~ -1;, _~T,:: r ~, ..J,"'; I ~~t Ita L 11= 'r' \ _ _ __ _ '-- ': . IST1NG ~I 'l'-€ U ".J. 1-. I TIDl!lIU Jl. - - - - \' ' , Ll $TATI~.?' I ~. ~ .'" ~ s ~-:21rl:)Ll '-- · · . 346.61' .00' ICM. TRACT B a.OG FENCe · - EA~ TH a.oG ,~1195.251.889 SF. II ~. Llt-C II NleA' 4.482 AC. (6) m @D~@ 0 TICIDIIlJ '., . "'--' ..., ~ -. -> ,....... ~ n;....... '00. ToYJN HOUSCS ,J~ITA 21'.;0- ' X 33'-6- a..OG , I (3) .,' . . .j:~AERIAL VIEW ~,r:-;,;':"~:':~ '.'.7: TI@@@~D@IIlJ ~n@IIlJ, j /. i i ! . .. ,..-~..........,.. ,.". ....~'.. ..~.- ~1' '," . '.V_ >0. .... '---""- ....., I ! ',.....~,...,_....' ~"'. ."._~.__.<O'-.,_..",.". v ._M"" ~ AM::NITY ~~I ~./ ' - - -H.C, ACCESS RAMP j~ HANDICAP PARKING DETAIL e TYP. PARKING ~ - ..--..--- It, N.T.S. N. E. 1851H STREET ~'~'_.,.,. ,---- - ._- ....... . "'-4l.....U........' 0": ~ (I ;l ~1 ...." t'h. ~.c .- u i....... ()o " o<ll r. 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III ~ I 14,08.50 2:21' X ~O'-6 / = 12 III 5'1 2~2.23 t40' X;;;O'-6 / :: Ie II se T :t4e' X ::1:68'-2" 2'.l;;6.l6 / :: 16 II ~ 14~4.l1 :1:21' X :t':10'-a" IIRRE~L.AR 16 II 60 1$8.04 :t:.2Jl X t':1S'-1" / IRREGULAR la II 61 16!~a.QQ %21' x fe,O'-6" / IRRf:6UL.AR IS II 62 16 'O.2Cf %21 '-4 )( ti5'-1 A lIRRE5ULAR AYeRA6e= :2d:2l.a4e :21'-511 >< al'-a,5" I, ~l. Y 92.42'36" I A=40.4S' l R=25.00' 1 I ---- - ___ 1 S89.59'25f' E - -- ;::L - ~ -"- -- I (~. ; I . ....~ b I L ' I /11- - o! i ~ :; ~80 .00 ..r-r- I I I I I S89'~9'2t:>"E N89.59'26"W _____--.-.-4-.- -,- .-...., '1', - . I <}:J (]4) , ~ I ' , 61 02 '8Z:30~ '. I _ .:; Xit ~ !~ - ; ~ __ \.V - @ t' ! . ~ ( .;, ',' ------.--:. I. I I I Ll i1"J"H I .1.11. i. a\ ~~I"-,".,~=,'~,""'=,,.T~.--~.,ll'."-'i:l }y;t-----l~..-Ift. /-- ! ct> ----r -- -J! ! I CD !A=327.15' '<\/ I /: ~ __ 0.44':= \2/ ~"" ~ _. 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I ~ J86~ tiS 5 =T'~ ' ei ei ci' ci . ci 1,' ei Y!- (li '.' ei -. ei '. ei C 14 ~ '-4" '!) ''N _ '0'1 ! " .' "',;, I~ m \Il 10 \Il \!) 10 I U\ I U\ J U\ I I \!) t r- -- .-- '--------:=-1(0 _._ __~ M_.' ,"'Ik.'i-lI:. '.. "', ()o. "., 0 , , " r-" ' ' . 0 .' () . ()~__ -'" ~ - .' ____, _ 0 ro I @ "": ~j~mtk.J I l;! h lli : ~ L ~ I t ~ I _ ~ L fi I ~ J I ~ I] 1, 12:; XI8Tm ~ L- l l",.... i @ i~2J i@ i ~ ,i ~ l! :l@i@ i ~}i e i@i! (8 ~I rr,;T~T~~ 1 ._--.",;. ._.___..L_y._.~~_5.W,~._.,-. 'I _._. I I. I I // S b';)9 2;) E 346.61 .--.-+-. . - . -. ' 7'0.00'- TRACT B a.oG aOG ARf!A1195.251.889 SF. II II AA!eA,. 4.482 AC. I I I I ~CTA I, AREA- IOOJ74.38 SF.~ fJReA- 2.29 AC. ' I . , II * * _ . . _ . * _ . . _ . . _ . . N89'58 15 E ... . r-. -" - -- - -- - -- -" 433.2r" - -- -.. -,. -.. - ,. -.. -=-.-,,;1 , I . }WI t.() 1-..- ~.'<t 0*10) -0 0..- o z. l- (Y :J o o ~ <0 ~ lli Z r~J ~l I I I ~, I I ~ ~ .~ -~ /1 :0- l- I- l- I- 'IJ - I . lLJ . iC> ~(O ~ 1'0 .-- :---i p 0 I~ 0 z I ~ fJh..... '00 ,0, / ...- . " R:::::7380 ' . 0 A==297.64' 1.11111 - 1IIII r'Clf\.. -.;:: ~ AI. E:. -- _____ · la5~ ~J(,lS - 87't<lS 'lvstotv <1::::: .2 ~. 'f:, v 71' .')1 I, I - ---- N. E. 185TH. OUT PARCa. NlEA- 12,381.83 SF. _ <::.::= _ m.~~~_~-=",,~:~-:..~~._ ......... ~:: .,.- .';;=_;>.;,l'.~'_'~,,,- - / aoG I (3) , _.- -..-....=.--'- '==="'_.~ -..- ......-- '=-==== - ------- '._- -,.....'.,-~- ----'..-:;:1 ~ -, ----- a..oG II (4) ---- ---.- fE3 ~ ~~ ~Ufl;ll '\r-::::f' -..... I -- - --- m 1-.....,--- '::;':::;':;'':::-'::;::::;J ---..- ---- twE.f/~ ~~~~~l ~ ~ >--.~.. _.._- ~.~,I "-::':::":':"-:::::.3 I3LOG 1 <a) (6) (1) [fi)' ~_@\Y^l7-.rD} [fu(C5)TIJI~~ JJ(gJ{5 ,_il@~@Qdifu,~, 0 n~rmi . '. ... ,_.__~____. 1&2 , ..,-.....,.., '~_....-."'-..-I\.".__.._,.:-'_... ,. II ..' , 5C~LE. 0 1-::40 STREET -- >---'~~~~'.:lI.l-~'~'II1I - -..-. .-- __I - I \ II !,: i I ~- c.::-::..-....-. c:..----. = t.:':::::=::---~ . c:::;:~ r.,:.,-::.:::;:;..-:,.:';::':: (;;.:::=-,:::;.' .'........-:=.: ,.., ---._-- ~.- JJlJiJ REVISIONS BY ~ ~ ~ = ~ ~ ~ d ~ f!E ~ p (g [!J1!J ~ ~ <J'O 02 v.- .:;n 0'- ,-.c 0.0 '- _0. eCII ~.- >c: 00 \.,,:'; 0:1 ,-9 '0'- c.'"' o,!'! '0 g',- ._ 0 }? ';;c .o.Q (1)0 .- ~ .c,- <J... fIl '-C 00 ....0 <I) . C-c Co .~:;; 00 ,-::I 1)'0 o -'- .- 0- .8Q) v'" -0,- -02 C o ill l/l c:J c- .- '- <11'- Q)O -oJ: oJ ~ ~ - Ci (L ',=:-O :J<t:---1 ..OaLL 8~~<.l LL\.;I<{Ci 00:) 001- -1Z (Y l1J UJ> ~ <.l 0'; '-0 3~ 0.- v.c oJO .- '- '50 '- OQ) J: voJ .c>. ....0 ~I If) 'f-.. '<t.,- . . ol~ 01'0 o (/), u z l1w ~ ~ u tii o Vl .r .~ -:;<0 Oll) ~ --;;; ~~: ~ ~ ~~ <r ll) ....... gg8~ ~ ~ VJIl.....N 8 Ck:: lI)-'W""'" 00 ::l Ol::;; I- II) ~ lO~5g <( ..,;; "::::i! VI...... <( 0'0 Zill ..,.~ '<11 OCII o ill (1)'- (l)Q)'; <{..o 02 ~ .- l/lJ: 0::.... 0 <(~~ N'- 4:'-ll) J_J: <-.. U)O >. . '0 J:l NC -001 Il: C :>....- 00:':: ~^~ ote o Q).- o g." N'-QI 0.", @Q'~ I- g':5 J:- :J I!). . 0 -Q) 1l:J:l/l r....lI) il.Q)Ql o'-c 00::1 NO: en 0:::: LLJ w-'.. Z a: z :5 0.... ::> ~ if) I- u ~di w l- I U 0:::: <( -J, DRAWN CHECKED DATE SCALE JOB NO. SHEET KMA AGUST2002 AS 5HOY'IN 1046 I04b5PIQ.D~ SHEETS ~ ~ ti ~ " m i ~ TRACT A - BUILDING APARTMENT AREAS AREA 6AAAGE a4~&:'t.$1 eG. FT. W~ AMENITY' 1$.$20..20 !SGt. FT. ~.~.~ . .. . ... . ,. . . ... . ... ~TREET AREA 11.8?!626 00. FT. ~~ 5ID6AW-K AREA ep"le.es SQ. FT. t~.:.::.:::::~.:::~:.;-:.:,:~:::i t....'........".......j :':'::::' :.:.:...'!..~::::..:.:.:.:-~:~';. GREEN Af<EA :2,<=t,442.6e4 SG. FT. I I TOTAL. AREA IOO~114e2 S.F. ; 1/2 GARAGE ROOF OPEN SPACE 16,31".15 SG.fT. ! . TRACT B - TOWN HOUSES AREAS MEA 61..D61 4,411.45 X :2 61..D6 &~22." ea. FT. [;'~'::;} = ... .. . . . +-, .. . .. + . . -----. eI..D6 II 6,666.61 X 6 BL06 22,001.22 sa. FT. [ .'-'- .~ = .. .. .. .. ... .. . .. + .. .. . >->.-' eLDGIII 2,cte4.44 X ;; 61..D<SI = 14,612.2 SG. FT, ~'~':J .. . .. .. ... .. .. .. .. l' .. + a..-t.-. A cwe HOIJSE 1,4.2".1:2 $G. FT. ~y~y~ 'V'09VVQVV ~~O'V9VV POOl.. AREA 1,o10.r"fe> 00. FT. ~y~V~ '19999999 99V9099 S~A~ e4;t;e>1,S" eG. FT. Wff~ SID~K AF<EA 11,222.1a 00. FT. r.,.'...".,."'~...''''] ........................ ...........u.....,.... ....,................... ..................u.,. ........~.u..",...~,,' ~._..........._..',.....J- 6REEN AREA 45p51.a4't 00. FT. I I TOT AI- AREA Ict5,251,eec:r~. FT. TRAC'T C - LOFT BUILDING AREAS , AREA 6ARA6E 5O,c;o6.66 $G. FT. W~ TO~ HOUSES 4,'1e6.OO SG. FT. G:.-r-r .~ .. .. .. .. .. . . .. . . . . ~ 5TRa:r AREA e>p51,6e $G, FT. ~~ 5!~K AReA 2.;;oe.14 SG. FT. !Ht:g~g~!:::El lSRfEN A~A 1~,45a.2'15 SG. FT. I I TOTAL. AREA es.oS4S25 00. FT. 1/2 6ARA6S ROIOF OP'EN SPAc.E 21,051.e5 SG. fT. r L TRACT A ~ M<EA,11OO.l74.32 SF. , . _ .. _. ,_ ,. _. I _ . ./JSleA:~A~. _ .. .. _.. _.. _.. _.. _.. _.. _.. _.. -1' -.. I our PARCa. NleA' 12,381.83 SF. / -' --e- · 1.-. I' "-1'-1' I - ~~~ . .'.-:-:'.. -, .. .:::::::::::::: .. .. .. .. .. .. .. . ........1 .. .. to .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. " " .. ........ ....... . .. .. .. .. .. .. .. .. .. .. .. .. ... .. I . :-:.>>>>>. . ~~~I - :~:i:~:~:~:~:~" I ....... .. .. .. .. .. .. .. ........... ta) .:.:.:.:.:.:.:."+ .. .. .. .. .. .. . .. .. .. .. .. .. . .. .. .. .. .. .. .. ......... .. .. .. to ., .. 4" .. ....... ........... ........ ........ ....+.... ...+...... .. .. .. .. .. .. .. ......... .. .. .. .. .. ... .. ........... ....... ........... ........ .......... ........ .. .. .. .. .. .. .. . ....... .. .. .. .. .. .. .. . .. .. .. .. .. .. .. ........ .. .. .. .. .. .. .. ......... ........ .......9... .. .. .. , .. .. .. ... .-.-. I ,- ~ ..-..-..-..-..---.. -'~- /1/ ..-.. TRACT C MlEA'85.054.525 SF. Mi!eA1 1.952 AC. ..-1 · '~ACT~' II - r /:.ReA' 195.251.889 SF.~ AREA' 4.482 AC. -. . .,- .1. ~ -I -.. ~- TRACT C TRACT a ~ ~ ~@D~~ ~~ ~ SCALE' ~n~[fU 1"=40' REV!SIONS ZONINeo ev6MI1TAI.. REaJeMIlTAl.. ZON1Neo ReV. ~-re 01" 12-02-02 A --sire ~-t:PROv &'--Ri;v~ft~~ ~e--;:.I(:;.>t.l 04. t:>.o~ (<ffi) ~ ~ r:=:::I (h)) ~ ~ d ~ [Qb ~ F CE I!J!J) ~ ~ <( o (Y o...}-c-O :J<(-1 .. 0 0 lL riOlllJ<( o 11'\ }-c- 1L\.:J<{0l OO:=> 001- .....IZ Ol W W > 2 <( . o z u z vi \;j w ~ w Q:: U ,.... 0 (I) (/) 1::. ~ +J '<t<D Ot!) .ld ... ... ,....l") 0:: (1)1"1 ... ~ w ::<( ~ Ol a Ol ~ J:ir I to 500l") Ol IX) oJor--. 0 N (l)u..~N 0 ce 1O::i~~ 0 ::J 0 0 ~~5g ~ ~ r--.:::E(I),-" NO: --... a: :J 0< (f) BY '0 02 .2.:5 2:c 0.0 ... _a. PlIl il>'. >c 00 \...:.:; 0;) '-..-9 '0'- 5:6 u 0> .so :2 '5c .o.Q .~~ .cO;: .......a-J '" ... c: ,s8 1Il . (J\c co 'i:;; p~ 'ou o -I.. .. 0. ,g~ il>" '0., 'o~ C Oil> '" c:J 0> .in.~ il>Q) 'oS "E...: :JO ....~ fJ~ ~.c ..-0 .- I.. -50 I.. oil> .C Ill..... .c>-. .....0 U'O z~ -> I.. u~ o~ (/)1.. If) ..J ~~g ~o:!.:' ",l: IX..-U <(t,5 IJ'c 'J ...l_1:. ~o+' >-. .u.o NC ii:og' :::>.... .. oo~.:: ::i: >-.~ o~c Oill.. oQ. Ne-g Q.N go't 0>,1: 5:~;; g~O cr.clll >-..... III g;e~ UO:l (f) 0:::: W :z :z: 5 (l ~ (/) r-- <:...) LLJ r-- =r: u ex::: <( _Dr~A WlL.~_______._R.MA CHECKED D~IL_.____. AGUST 2002 SCALE A5 5HOv;N --..----.----..-----....---..---- ~gJi_I:'lO. __________~046 S H.s: E-~____~46SPlb.DY'lG ~llliJ , 0 '1U"'i:O."J ' ~UNlo<<-'J OF SHEETS ------------------- ;, s ,- " t :: . " t t t ,!,,' .,...', . ',' ,. - ;....... t t t LEveL ~-l" Peo\... Le'JE\.. l...ANO~G~Pel> 6AR~~t; {U:OF (~E Lb~O~pe PW6~) ..., , ... MECHAM tCI\L fCl'-\l~oOt;:,e .t ~OlPM ~t-.\' ec~e>> e~GLO~t2.e ~f2C~ITec."TURAL 'feATu F-E "if EGOlP ,.ectt. ...... , .... ...... .... .. 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GARAGE FIRST LEVEL 142 SPACES e)~ GARAGE SECOND LEVEL 148 SPACES NORn.I 138 TOTAL LOFTS & , ' ~"'''l-'l'''.,'' =-=-=--=-..[j , ~!I W j ,1-+-, ,[ " / ! i/Hili " ,Iii :~ 4 & ~: "- . -if" ROOF TERAAC,E - '{ (.' i- \ i : /[" L_ V \ ~"~- UNIT a UNIT AI UNIT AI UNIT B UNIT B UlNIT D L_-.. ~., - ,,_ ,. _., _" - " - I I -,. - ,.-! RESIDENTIAL LEVEL \0 8L~ ~ I , . ..,..", L - ,I!.UI j ,1--",-,..llllr--~~ ,~l~-r I I - --=1:- I ---- - - UNIT C POOL ACCESS UNITC POOL ACCESS UNITC POOL ACCESS LNITC POOL ACCESS ~ul - ~l ~ ill o _I ~ 4 I ~' UNIT o POOL DECK 4 LAND5CAPE SEE LAN05CAPE Of<AV'{1 NcSoS , 1 WIT [, 8 ,'. I I GARAGE ROOF I- I I I L_ ,,' "'v-~ ( LEVEL 3 . 9 LNITS _, TYPICAL LEVa (\ :~LN~~~8 ~)-& 110'-flU SETBAGK I I t LNIT o I _.__..-..-1. T ro N ,._,,-,,-,,-,.-.,-! GARAGE ROOF LEVEL 3 e AMENITY RESIDENTIAL TYPICAL LEVEL pD@ill[fD~ 1PU(Q)(Q)[F [g2U cru[fD SCALE: 1"=40' I<t VI~IUI~~ t5y ZONINiS _. 5lJ/3Mlrr~_d_U RE5lJ/3MITT AL ZONINGo REV. 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U!l NC -- 0 (Jl (Y. C ::l......'.; 00.-:: ':<: >, ~ orr 00.:: o 8-u <,/,-(/ a", @-o'g (Jl.c J->- IV--r~ I'" :J o 0 -OJ IX.r: \1 >-+'\I) Q.<I,)~ O...C 00:> (J) 0::: W Z :z S D- ~ if) I- U LLJ l- I U n:::: <( DRAWN R.MA .__............._---~-,-,,-..-.....-_........_-~--'- C Ii E ~.K I;R__...._'''___________:.. DATE AGUST 2002 -,..._-~._-_._-..---Q>'O,-_.....__..'--'- SCALE AS 5HO)II(N -~.,--_........_~------'""'~~._-------------.--.. JOB NO. 1046 ----_.....__..--.--~---_....------..._-- SHEET ......~.......----------,._------'- @~g[j ~UNoi~b 2003 SHEETS _~t~."~~~ ""'___~'.-;-~""'_~,_","""""..~~ , . ~. ~~ . 1M ~ ~ JLJI ~ . . . \ 1 , t ~ '/'" . #, '~ ,. " T , . ." . , ~ ~ " '-- , . , - . H .' .. J 1 . , : II 'll - , i n , I ,'I' f7 , \ If 'U " , ' - '. -_.- _. ..,~ .. ..... , .' ... " ; , . .. II II ., ,~ , b4\, II .. 'WIt ~ . - ~ 'If . , ~ , l : T . "'e . . . .' J. .. J. I I \! II n- Il I .. I 11 'II n IT IT ~ ., Ii II 11 , -........... ~ - ..Jlt , 1 I , 1, I c 'T .". - , . .. 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'. .".,"'~'.., REVISIONS BY ,.,1LIJ.!>/~~~lfc~ '-'--i5PZ"~~(nEvJ-'--' ~-_._..-(2~lQOIQx-- ,---- '0 -u,~ .~'o ~:c ne _0. ell) ~'- >0;: 00 "":;; ,0:> '-..,9 '0'- g.~ '0 g>.. ,- 0 :2 .. <( '5c , .og, O lilt) :c2 t'\1 .. t~ ~ ....'c On -0 Q) .. O'>c co .~ 1; e:> 08 -,I.. Eg ~.. '0", 'O~ c O~ l/l c:> 0'> ' 'Ijj~= ~~ '0:5 <!ff?) ~ ~ = (bdl 0 ~ Z 4 0... .=- 0 ~ :)<( -1 d..OalL 8 ~ ,'. I!!<! ~ lL\V <( Ol ~ o8~ ~ O.-Jz at W ~ W > ~ 2 <! "0.; l!!1!l 30 .' v o~ Q).l: ~ ...0 ~ ~o ~ o ill ~ ilI~ ~>, ....0' 0'0 Za! -> \.. '0) OY1 O'll if>" , t,;!'llt '-Q) 0... '~(I)L lX +~ e <t ~.o N'. ::C,g <(,..... ..... ()lo .uR NC ... 00> n:: c :J~.'''''' 00.:<:: :o!.>.~ at,!: o Q).- o g.'o C'l\.Q) Cl'N @o't 01.1:: ~- 'I).... I- ;) o 0 ... ~ fr.cil; >- oJ .~ n.va! O..C 00:> o ~ ~ ti ~ ~ () I- o III (J) 1: !Q :till oU') ~ ...... ~ li>:1 w ... ~-<1; 0; J: Q (J) () <( I-tr I I (J) ::lOol'") 0) .......... 0;:-'01' 2 ~ III......N 0 ~ . 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UIETSPACE r}o't'f.~'..ce,'t - - c . -,' '~ " ~ S.LeEt!~S.f!.AC.E,:..., ~",'"."" 1!7~O\'){ l4~A.I\'" '\ ~ , i' 2f>!. 4 \\ " ,BALCONY , .' ..' ......1 [~~l..~Q~Y'.~;, \~l (pll ] 11 \ \ ( I \\ f \ t , I , ~f .:..>0 { I II II \ I II \\ . --- .-. -- I 1[-- . \ It ,I SLEEP SPACE lO.!. ~,\ Y. 14t ~ 11 GATHERING SPACE l<t>'- 41\ y. 2\ to Dil SLEEP SPACE \O~(o'l ')C \~! Q. \\ CU,LINARY, PREP_ b~4 t1v.t)!.4" ' ~ a ,,,-- I I ...1 J , - , ...s, ~ GATHEtRINGSPACE ,." f4~ Ol'y. ~?~ 0" ' ,.SLEEP SPACE l'O~Ou y. 141.'0" CULINARY' PREP 'I?!.u>d~ e"t 4 u ; I . , '.',"',',,' ,.", ".,' ~~ ,_,J-iROS5AjC ' 1~~..;.s_Q,~if][f;{<~ .. BALCONY ~f1 ~"SQ~:FTr' LOFT UNIT D I ~..... l I ! j I ,L I I I I I , i I ,',"'_....~,,_,__ I '. ,-_......__-...'--~ -~j--_._'_..._._-,.....,._"'-'-_.,- I I I I ~Il 0" ~~ou ,.GROSS AjC )4~: SQ. FT.' ' "'BALCONY ~o 'SQ~'FT.' l,OFT UNIT C ! \1 ~. ,.' ,i i , { f '->'-'~'-W_'~-_._''''''''''''''____----------'_~.''-'_~_----'''-''''''_'.~'''''~__T_ n@{f~Jl1J[fiJTI~ rP?DCID[fiJ@ . ,...,.--,._....-I!.{J~-Tt-ou'.. ,'", "_--.,G...,_~',.'i<'~......~"""".........~. , ~'-"'~.~--'.~-----~---~--...."..-...,.. REVISIONS BY _1l~/07 U:~bf-.l -.. --15Rl,-'Rev(ew-' --- __d2IQ~lQ3--____ __ <.5 <( z 0 (Y '0' +' 'q) U... '1)'- . =...0 0'" 1...1: 0.0 I- _0. EUI ~.- >c 00 05 "-12 '0 ~ cV; 0.- '0 ' ~L ,_ 0 :2 _ '5 c .1}O :;; i/lU .- ;) .1:1- ...... UI '-C 00 ""l) ..~ . 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QAT1__..___ AGlJ~T :.OO~_ SCALE AS SHOWN JOB NO. 1046 ~--'---'- SHEET @~rp -_._--"-~--_._... ... . dUN 1 S 2003 OF SHEETS ___-~--~~,~""-~..&-........~""'~"""-,"'..~,-~~~,;;".;~'~...""--~*"",i,"""--."'''''~~~'''........"""'~""''"'''___"".,.,,,,,,,.~.. .' ~.. ,,"", . ,.,. '^"c-- <,,....0-..,...,,..,~~.,,~,.__,.,"'...,,..,.',,..,. ~..." "'u,,",< ~"",r"~"'" "".,~... 1 i H1@ I ITUI I I IJl)(Q)(Q)0lJ Inl \@Ql) "_H _ - -___~_ ______ -ScALe: g '1Il"~"$O'----- LOFT BUILDING r:~~~". t-= In) REVISIONS ------~eOg~le;N~'----- ~. .Q4~?-.3_-0~___ -;;X-"PRC.. 'KelHt.uJ ~_QfaLOJ2/.Q.3__ ~ ~ ~ c:=:2 . <( [d) ~ 0 ~ - {Y ~ (L ~O ~ :)<J:-3 d ..OaLL. 8~~<( ~ LL VI <trY @S 0 8~ ~ O...JZ fL... {Y UJ u--- W > ~ ~ <( l!:!1ll ~ ~ (j z f1 to ~ ~ - ~ g Vl (/') .c ~ ~<<> Ot!) .:.:r ....,:;; a::~ B~ ~ ~<( 0; I ~ cr Ii) (Ji f- 0 0 ~ 0) "" 6..Jol'- ~ N (/)U.~N 0 - 0 gs l{) =i}:! -;0 0 o ~:$5g <( ~ 1'-::;; (/) '-' <( N a: ffi -- :z: a: ~ :) o<J o g ""=, < I ~(J)~ BY '0 o~ .~o ~:c : 0.2 _0- ~ III : (;l'- ~ C I o . o:g : '-....Q '0'- g,!:? '0' g'.. ..0 u 3 c' .a,S? v>O ; :C2' ........ III .. c: 00 "'u III . ' O>c ' Co 'j:;; I E' g , "'g -'- .- 0- 3", ; Ij)'- '0,- : -0.2 ' C Or:> III ' c:> 0> ,-~, , Ill" : <J Ij) . '05 ; 0"'; .. '- u . ..~ ~ u~ Q)-C ....u :Co u '- 0" .J: C> .- .J:;., .....0 Uu Z<:i - > '- '(;l o ,~ o~ (/J'- If) ~; <t<:Jo " 0 0... "" '.2 <t, U a: +' '- 4:g,o N'- :5~E <! ~ .f (/JO >-. . U!J Nt: .., 0 ()) ft' C :J~. ,C Q O:t ~,~~ o'-ci o Ij).- o iLl (\JLO UN @'OO (}I!: IJ" S! ":J . 0 9" a:.c '1 >- <f" VI o.~2 O..t; OO:J J2.RAWN ,.__.__ RM.A_ CHECKED __ J)-6.I~__~ A6U5!.-2003-_ SCALE ~~~ Ai, ,5HO~~ ~~,08_i40. - ____~~ SHE ET ___------'-_ ~-----.-.--_.._---- @~' r;::::::> ; -~CJ I ",,--..~..,.....,..,,---....,------,--- '.'" "l ~UN 18 2003 OF \ " SHEETS l ~ 11 I o r--- 'I ('.I ;3-- <( ct:: ~ I- :z ~ <( , a.. => o ct:: <..:) ~2 o (..) 0::: lLJ ::E o ...... .- , ('.I o ~ Q) > .... :;, (/') >. '- o "0 c: ::J o 13 ~ >. ~ .... :;, ;;J.- 0> c: '>. ~ '- ::J (/') ~ 0> c: 'C Q) Q) c: 'g. 14 ;;t- (/) lLJ :z <( a.. ::!: o (..) Cl 0::: o > o A 8 c D E F G H J K l T I t I 1f I I I I I I I I I ( IN FEET ) 1 inch = 40 ft. GRAPHIC SCALE 30' FLORIIDA EAST COAST RAILWAY COMPANY EASEMENT (O.R.B.5371-353) 40 20 40 80 180 _ T.BACT ~'~ GUILDA TRACT - - - -- 2 ,.... .JCO : W ~ ci PZ~a. r- >: w .. U(~~ ~~~~ ...mOco Ull --... ....." ":J"? <0":- ;.. ":J") ~ CHAIN UNK FENCE ....... ....... ....... ........ ........ ............................\ I '"' ~1--....., "........ g, 5:? , I ........ / j '"' <3 '"'11::.=0'04'09"gcalc.) I ........, ............... ....,,/ "J5 ~ P ~ 1::.=0'06'30" Legal) " . 0 '<t 0 A=O.84'(( ale.) p. ~ ~ ~ A=1.31'(Legal)\ ~ ~ 5=l ~ R=694.69' I \~~~ I SOUTHWEST CORNER I " / TRACT "A" " // (P.8.117, PG.12) I '...... -_/ <o~ I '\~ I DETAIL "A" (NOT TO SCALE) I , I' I I , I l I ~(- I I I 11.e>...' I I I . I I ~ V(JROJ ~ V2- Rp:.1 \I 0.36 ~_ _~. 655 ~ ANCHOR 4)' _ 1 f},~_ 80.21' N N89-59'26"W d ,,":- '\~ . p ~ir1 ,,'?~ ~ J I ~~ ~ ,,~ ~ ~ i I ~~~ ~ 0 w ~I . ~I I ,,~ '" '" '" NORTH - -- J() O~ ~~O ~OA. ~ ~TV ~ OA O~ V~ -t,. '" /0 ~ ~/~ ~~0 '" ~~~ ~ ;, '" '1 ~J). '" '&~ ~ L.. ~() , 0 '\. to <Q '\. " C"" : u RIGHT-()f"-WAY DEED '\. ''P.~'f~.. '\. )t'~. ., . ~ OF 1tIE N.E. 28th COURT .~~ " ,. ,... . '.' (O.R.B. 6088-162) "'?~~ '" V '" ~'1). '" O~ , '" "-1-;.. '" ~ '" ~~;. '" '" ~ '" "'/ '" '" '" '" '" -- -- '\~ -- 3 -Q1J~h18Stb ~~ - --... ".":- -- ~ '" '" '" -- ~cp VACANT TRACT "A" 134.645.71 Sq. Ft. 3.09 Acres +/- NOT SUBDIVIDED .,.'? PORTION OF THE S.W. 1/4 OF SECTION 3-52-42 ,-... ~i e~ ;... ":8 do n!3 -- -- --... --... <o~ I t." _ RIGHT-()f"-WAY AGREEMENT (O.R.B.327-159) I I I I --... -- 4 10.02' ^;)"':'- ~MONITORY vat. No.1l ":J~ LtJ ~I<::> ..q-' .. ~MONITORY ~ No.l0 - - 10' GAS MAIN EASEMENT (O.R.B.4944-495) - - - _ _ --20' WATER MAIN EASEMENT (0.R.B,4945-561) _ _ _ 5 ,.... ..J~ : W ~ ci ~Z~a. ...~W~ UO:E~ ~ 00 2 '"': L 050 m r uti '-" ~ o - o z ":J~ SOOn! UNE OF lHE H.E. 1/4. S.W. 1/4. S.W. 1/4 AND NOR1tI UNE Of 1tIE S.W. 1/4. S.W, 1/4. S.W. 1/4 Of SECTION 3-52-42 TORY WELl. No.9 ~l ",'?J '"Q., ~M / -r /' / 1 ,,~ "'~ -- UMITS ~J ---- P.O.C. PARCEL "C" ROAD TRACt & LESSOUT PARCEL ~ NORlHWEST CORNER Of lHE EAST 1/2. OF 1tIE S.W. 1/4, j I S.E.1/4 MONITORY WE1.L No.8 ~~TI~4 j!52-42 " I MONITORY WE1.L No.7 dl P.O.B. ~ 3=;: ROAD TRACT (t:~~ -< .q- ~(I) :rm ~~ ~(t: 0 -fh - - ~o~m ,,~I \ II 20' F.P.L EASEMENTI (O.R.B. 7562-825) "J~ UMlTS OF7 DEPRESS AREA ^;)?> \ '- 6 <0":- P.O.B. PARCEL "A" & "B" to <0' ":J~ ~/ to f},' RIGHT-Of-WAY AGREEMENT (0.R.B.327-179) f},'?J SOOn! UNE OF TRACT "r::-:l (P.S. 143. PG. 38) ---- SOUTHWEST CORNER OF THE N.W. 1/4. ? S.E. 1/4, S.W. 1/4 Of SECTION 3-52-42 '" ,,"? . ..- ,-... (0- tt)g, <l) ...J .......... LtJLtJ = = I.O~":J") ..q-.. ;-0 <) pp ". 00 00 ZZ ~ ~ ~~ "'Z ~o .J=. lnQ I.t.Ibl fE~ ~.... >::::- ~~ o. , ZUJ B".: m....... ...- ~:;J .,.~ VACANT TRACT"C" 72,408.50 Sq. Ft. 1.66 Acres + /- NOT SUBDIVIDED PORTION OF THE S.W. 1/4 OF SECTION 3-52-42 ,,~ z :<( O":J':' TITLE REVIEW NOTES: All the following documents listed in SCHEDULE B OF TITLE COMMITMENT NUMBER 00004681. prepared by LAWYERS TITLE INSURANCE CORPORATION, 7 dote effective os of September 19, 2000 at 8:00 A.M.. furnished by the cHent to the undersigned to show any matter affecting the subject property. ,-... 10 ............ 0- -0 00') ~~j .. ......" tr).. i l"') CO 'N ~ . ~t ~ <0 Z tt) ~ ~ ~3: ::J :>= z-v= to - 1.O..q- -< ..q-" o .. 0 ~ oP -0 00 ~ (/) RIGHT-OF-WAY DEED I OF iHE N.E. 28th COURT (o.R.a 6088-160) ,,":- ,-... . o o () ~ I" 00 ... ~~ oB ~o 1.1.I:50' ZllO~ :J('>l... ?cwo ~:i11. ~w~ I fE CQ "'1; . !i>~ D:D:d >-t!...... mz ~~ ",,'9 LIST OF DOCUMENTS: 4) Gas Main Easement recorded in O.R. Book 4944, Page 495. (DOES APPLY AS SHOWN HEREON) MONITORY WE1.L NO.6~ ...- 5) Grant of Easement to lay and maintain water mains recorded in O.R. Book 4945, Page 561. (DOES APPLY AS SHOWN HEREON) VACANT DEPRESS AREA UNDER WATER TRACT "B" 157.415.08 Sq. Ft. 3.61 A,cres +/- NOT SUBDIVIDED PORTION OF THE S.W. 1/4 OF SECTION 3-52-42 ~ MONITORY WELL No.5 j ~MONITORY WEll No.2 8 6) Easement(s) in favor of Florida East Coast Railway Company set forth in instrument(s) recorded in Official Records Book 5371. poge 353. (DOES APPLY AS SHOWN HEREON) ,.... ~Z~ (0 . J_G ...JU)Q. ~5r-: ...Q~ ~ OJ , 0:> OJ a. 00 a.: ....." .,.'9 .,.'? ......'3' !~ in. O!Oi ;! ":J'? 7) Right of Way Agreement recorded In O.R. Book 327, Page 179. (DOES APPLY AS SHOWN HEREON) 8) Right of Woy Agreement recorded in O.R. Book 327, Page 159. (DOES APPLY AS SHOWN HEREON) 9) Right of Way Deed to Dade County recorded in O.R. Book 6088. Poge 162. (DOES APPLY AS SHOWN HEREON) ,,~ ,,'9 46.75' to":- 9 10) Right of Way Deed to Dade County recorded in O.R. Book 6088, Page 160. (DOES APPLY AS SHOWN HEREON) 200.44'(CaIc.) (200.28' LEGAL) ":J~ .. RIGHT-OF-WAY AGREEMENT (O.R.B.327-179) 11.90' " ':' P.O.B_ LESS OUT P ARCE~MONITORY WELl No.4 SET 1/2- I PIN & CAP LB NO. 6557 I.iJ o I ~ ~ I z ; I I '\ 0 SET 1/2- IRON ---' <0' ".-PlN & CAP LS -- NO. 6557 . ~ ",' <0--9 . . i 111 ~ -0-:> NOTE: All recording references herein shall refer to the Public Records of MIAMI-DADE County, Florida, unless otherwise noted. PROPOSED PORTION OF N.E. 28th COURT TO BE CLOSED, ABANDONED AND DISCONTINUE FROM PUBLIC USED AREA 31,496.41 SQUARE FEET AND/OR 0.72 ACRES +/- NOT SUBDIVIDED PORTION OF THE S.W. 1/4 OF SECTION 3-52-42 ~ ((). FT STATION NO. 470 18490 N.E. 28th CT. NOTE: ALL BEARING AND DISTANCES SHOWN HEREON ARE RECORDED AND MEASURED UNLESS OTHERWISE SHOWN. SOUn! BOUNDARY OF lHE EAST 1/2. s.w. 1/4. S.E.1/4. S.W.1/4 ~ SECTION 3-52-42~ 70.00' N89-59'25"W SYMSOLLSG8ND f'Nl). GAR. FOUND GARAIlE GAS MANHtU GAS ME'lER GAS V1L.VE GUARD POST IRON FENCE IRON PIPE UGHT POLE UIiIIlED ACCESS RIGHT CE WAY MAIN SEWER V1L.VE MAIL BOX MAHHOLE MEASURED WONl1lIENT NNL NNL AN/) DISC a. UNE PlAT 900K POINT ~ CURVAlURE PERWANENT CONlRll. PlJHT PAG1! PRa'ERTY UNE PERYAHENT REI'iRENCE MOHIJI.IEN RAlL ROAD ~g SIGN REC<RlED 1lf"0Rl4A'l1ON RIGHT ~ WAY SECtION SECtIOH CORNER SEWER IIIAHH01.E SIGN ROAD TRACT: That portion ot a 70.00 feet wide Right-ot-Way for N.E. 28th Court as described in Official Records Book 6068. at Page 160 ot the Public Records of Miami-Dade County. Florida. lying South of the North line of the East 1/2. of the Southwest 1/4. ot the Southeast 1/4. of the Southwest 1/4, of Section 3, Township 52 South. Range 42 East. City of Aventura. Miami-Dade County, Florida. . J feet to its intersection with said West Right-of-way Line of Northeast 28th Court; thence NOOdegOlmin45secE. along said West Right-of-way Line of Northeast 28th Court. for 449.95 feet to the POINT OF BEGINNING. ABSREVlAilON SYMBOL DEFINITION IIJ ill ltl -Ql ~ II al Iil!!lJ SPRtlKl.ERVI4.Vf. SQUARE CUT AND HAL S'IORW IWHU STREET UGHT BOX STREET SIGN 'IEI.EI'IIaC !lOX 'IEI.EI'IIaC IlIANHOIf: 'lIW'fIC SlGHAI. 'lIW'fIC SlCWiL BOX VI4. VE WAD I.fE'reR WAD VIJ..VE. WIll wooo FENCE WOOD UGHT POLE: WOOD POlIER POLE ASPHALT IlRlaC CONCRETt: mE ALSO KNOVv'N AS: A portion of the East 1/2. of the Southwest 1/4. of the Southeast 1/4. of the Southwest 1/4 of Fractional Section 3. Township 52 South, Range 42 East. Miami-Dade County. Florida. being more particularly described as follows: Commence at the Northwest corner of the East 1/2, of the Southwest 1/4. of the Southeast 1/4. of the Southwest 1/4. of said Section 3; thence S89deg59min25secE. along the Nortl:h Line of the East 1/2. of the Southwest 1/4. of the Southeast 1/4. ot the Southwest 1/4. of said Section 3. for a distance of 20.17 feet to its intersection with the West Right-ot-Way Line of Northeast 28th Court. as described in that certain Right-ot-Way Deed to Miami-Dade County. filed on Septemb~r 10th. 1968. in Official Records Book 6088. Page 160 of the Public Records of Miami-Dade County, Florida. said point also being the POINT OF BEGINNING of the hereinafter described Parcel of Land; thence continue S89deg59min25secE, along the lost described line. a distance of 70.00 feet to its intersection with East Right-ot-Way Line of said Northeast 28th Court; thence SOOdegOlmin45secW. along said East Right-of-way Line of Northeast 28th Court. tor 449.95 feet; thence N89deq59min25secW for 70.00 Containing 28.395.07 Square Feet and/or 0.65 Acres more or less. Q ~ III ... ALUIllIHfJM UGHT POLE SEU.SOUlH MANHOlE SEU.SOUlH lB..EPHONE sox 9El'lCHMARK CABLE sox CA1l:H BASlH COI'lERUNE a.u.N OUT VI4.VE. ClEAR CIWH lJtI( FENCE ~ COHalElE lll.OQ( SiRUC1lIRE CON~ UGHT POLE COHalElE POWER POlE CONlROl.V1L.VE. DRANA<lE MANHOlE DRlU. HOLE DUAL POLE SIGN E1.ECTRIC BOX E1.ECTRIC lIE1iR E1.ECTRIC \IIIRE <MRHEAD aEVAlION (EXIS'llHG) ElEVA liON (PROPOSED) FIMISHED FI.OOll FIRE H'l'DRANT FIRE MAIN VI4.VE fLlfD I'OIER JIIllDlT ('/Jftf( IIAlKI! ~ MAlt V/lJ..VE. + ~ LESS: A portion of the East 1/2, of the Southwest 1/4. of the Southeast 1/4. of the Southwest 1/4 of Fractional Section 3. Township 52 South. Range 42 East. Miami-Dade County, Florida, being more particularly described as follows: Commence at the Northwest corner of the East 1/2. of the Southwest 1/4. of the Southeast 1/4, of the Southwest 1/4. of said Section 3; thence S89deg59min25secE, along the North Line of the East 1/2. of the Southwest 1/4. of the Southeast 1/4. of the Southwest 1/4. of said Section 3. for a distance of 90.17 feet to its intersection with the East Right-ot-Way Line of Northeast 28th Court. os described in that certain Right-of-Way Deed to 'Miami-Dade County. filed on September 10th. 1968. in Official Records Book 6088. Page 160 of the Public Records ot Miami-Dade County, Florida; thence SOOdeg01min45secW, along the last described line for 361.33 feet to the POINT OF BEGINNING of the hereinafter described Parcel of Land; thence SOOdeg01min45secW tor 88.62 teet; thence N89deg59min25secW for ~5.00 feet; thence NOOdeg01min45secE for 88.60 feet; thence N89deg57min54secE for 35.00 feet to the POINT OF BEGINNING. a IF. !.P. -0- * --,W- ~ 181 o elL ii!i ~-- o EI o I-A. R/W + a.R. c.t.F'. CONe. c.s.s. = -x- IiIEAS. III !!!I & o ~ Q,. M o co a No " D. OIL P.8. P.c. P.c.P. PC. PIL P,fUL . ~ ~ ~ ~ I'.'~ "'-1 ..c :_ 0.,. .' -'" mim ~ (It o W.F. -P- (. 'tb E.W,O,H. aEV. ELEV, F.F' IEl III -CH,- <o~ ". REC. R/W SEe. lIC ~ e ~ A 8 c D E F G H J K l u. o ~ ~ Q 'N ~~~ -U)\.O >W1 Q J: C") al ... Z :Ju.0 00 0 ~ l- Z U o OW Z _00 ... tl o a. M N o p Q R -- NORTH N.E. 187th STREET TRACT "B" GILDA TRACT 1ST ADO. (130-49) GILDA TRACT TRACT "A" (117-12) I- a:: ::> o o TRACT "A" KNIPPER'S SUB. (106-99) TRACT "0" /.() ~ Q ({ Q: k! ~ C/) MIAMI TRACT "A" A TLAS COMMERCIAL (108-6) SITE TRACT "A" TRACT "A" PORT WILLIAM SUBDIVISION (P.B. 127, PG.46) N.E. 183rd STREET LOCATION MAP NOT TO SCALE THIS IS A BOUNDARY SURVEY OF LEGA1L DESCRIPTION: Tract" A": The North 310.86 feet. of the following described property. A portion of the Southwest 1/4, of Fractional Section 3, Township 52 South, Range 42 East. Miami-Dade County. Florida. being more particularly described as follows: Begin at the Southwest comer of the Northwest 1/4, of the Southeast 1 /4, of the Southwest 1/4, of said Fractional Section 3; thence N89deg59min26secW. along the South line of the Northeast 1/4. of the Southwest 1/4, of the Southwest 1/4. of said Section 3, for 80,21 feet; thence NOOdeg01min45secE for 310.86 feet ta a point on a curve (said point bears SOOdeg08min15secW from the radius point of the next described circular curve); thence Southeasterly. along a circular curve to the left (concave to the Northeast), having a radius of 694.69 feet and a central angle of 00deg06min30sec for an arc distance of 1.31 feet to a point of tangency, thence S89deg58min15secE. along a line por<ollel with and 20.00 feet South of as measured at right angle to the North line of the South 1/2. of the Northwest 1/4 of the Southeast 1/4, of the Southwest 1/4, of said Section 3. for 431.94 feet; thence SOOdegOOmin45secW. along the Westerly Right-of-Way line of N.E. 28th Court and its Southerly prolongation as recorded in Official Records Book 6088. Page 160 of the Public Records of Miami-Dade County. f1orida. for 760.62 feet; thence N89deg59min25secW. along a line parallel with and 449.91 feet South of, as measured at right angles to the North line of the Southwest 1/4. of the Southwest 1/4, of the Southwest 1/4. of said Section 3, for 346.87 feet; thence NOOdeg 46min 52secW. along the East line of the Southwest 1/4. of the Southwest 1/4. of said Section 3, for 449.95 feet to the POINT OF BEGINNING. lying and being in Miami-Dade County. Florida. TRACT "B": SURVEYOR'S NOTES: 1) The herein captioned Property was surveyed and described based on the shown Legal Description: Provided by Client. 2) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE was perform to to determine recorded instruments. if any affecting this property. 3) Accuracy: The expected use of the land, os classified in the Minimum Technical Standards (61G17-6FAC). is "High Risk/Commercial". The minimum relative distance accuracy for this t}pe of boundary survey is 1 foot in 10.000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described ore not shown hereon. Not valid without the signoture and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey mops or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. Underground utilities ore not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 8) AREA OF. PROPERTY: 8b) Area Tract "A": 134.645.71 Sq. Ft. or 3.09 Acres more or less. 8c) Area Tract "B": 157,415.08 Sq. Ft. or 3.61 Acres more or less. 8d) Area Tract "C": 72,408.50 Sq. Ft. or 1.66 Acres more or less. 8e) Area of 0 Portion of N.E, 28th Court to be closed and abandoned thot is within the boundaries of this survey. 28,395.07 S.F. / 0.65 ACRES + /- (LESSOUT PARCEL 3.101.34 Sq. Ft. or 0.07 Acres more or less) 8f) Totol Area: 392,864.36 Sq. Ft. or 9.02 Acres more or less. 9) Ownership subject to OPINION OF TITLE. 10) Type of Survey. BOUNDARY SURVEY. 11) North arrow direction and Bearings shown hereon are based on an assumed value of: S89deg59mln25secW along the North line of the S.W. 1/4, S,E. 1/4, S.W. 1/4 of Section 3. Township 52 South, Range 42 East, of Miami-Dade County. Florida. 12) Elevations ore based on: Notional Geodetic Vertical Datum of 1929. 13) Miami-Dade Bench Mark Used: X - 18 130) Elevation: 6.29' (N.G.V.D. of 1929). 14) Bench Mark Location: 2' North of projected Center Line of N.E. 183rd Street. and 2' East of projected Center Line from the North 44.1' Westerly of West Track of Railroad. US C & G Bross Disc in Concrete Monument in a large hole l' below ground. 15) Property Address: 16) Flood Zone: AE N.E. 28th Court and Bose Flood Elev.= 7.00' 30% and N.E. 185th Street 8.00' 70% AS PER Miami, Florida FEMA Panel Number: 120676 Panel No.: 0082 J Dote: July 17, 1995. 17) This PLAN OF SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extended to any unnamed party. MERCO GROUP AT AVENTURA 4) 5) 6) 7) The South 449.91 feet. of the following described property. A portion of the Southwest 1/4 ot Fractional Section 3. Township 52 South. Range 42 East. Miami-Dade County. florida, being more particularly described os follows: Begin at the Southwest corner of the Northwest 1/4 of the Southeast 1/4 of the Southwest 1/4 of said Fractional Section 3; thence N89deg59min25secW. along the South line of the Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4, of said Section 3. for 80.21 feet; thence NOOdeg01min45secE for 310.86 feet to a point on a curve (said point bears SOOdeg08min15secW from the radius point of the next described circular curve); thence Southeasterly, along a circular curve to the left (concave to the Northeast), having a radius of 694.69 feet and a central angle of oodeg06min30sec for an arc distance of 1.31 feet to a point of tangency. thence S89de958min15secE, along a line parallel with and 20.00 feet South of as measured at right angles to. the North line of the South 1/2 of the Northwest 1/4 of the Southeast 1/4 of the Southwest 1/4 of said Section 3. for 431.94 feet; thence SOOdegOOmin45secW, along the Westerly Right-of-Way line of N.E. 28th Court and its Southerly prolongotion as recorded in (Official Records Book 6088. Page 160 of the Public Records of Miami-Dade County. Florida. for 760.62 feet; thence N89deg59min25secW. along a line para~!el with and 449.91 feet South of. os measured at right angles to the North line of the Southwest 1/4 of the Southwest 1/4 of the Southwest 1/4 of said Section 3, for 346.87 feet; thence NOOdeg46min52secW. along the East line of the Southwest 1/4 of the Southwest 1/4. of said Section 3, for 449.95 feet to the POINT OF BEGINNING. lying and being in Miami-Dade County. f1orida. a. b. c. d. e. f. g. 18) TRACT "C": Field Book: A-363,46 Order No.: 02-170-551 Data Collector File: 02-170.cr5 Q: \OOOJMEN'1\LEGALS\JE -02-17a-SS1.LGLdoc A portion of the East 1/2 of the Southwest 1/4 of the Southeast 1/4 of the Southwest 1/4 of Fractional Section 3, Township 52 South. Range 42 Eost. Miami-Dade County, f1orida. being more particularly described as follows: SURVEYOR'S CERTIFICATE:- I Hereby Certify to the best of my knowledge an.d belief that this drawing is a true and correct representation of the BOUNDARY SURVEY. of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17-6 Florida Administrative Code. Commence at the Northwest corner of the East 1/2 of the Southwest 1/4 of the Southeast 1/4 of the Southwest 1/4 of said Fractional Section 3; thence run S89de959min25secE along the North boundary of..", the East 1/2 of the Southwest 1/4 of the Southeast 1/4 of the Southwest 1/4 of said Fractional Section 3. a distance of 90.17 feet to the point of intersection with East Right-of-Way boundary of Northeast 28th Court as described in that certain Right-ot-Way Deed to Dade County, filed on September 10, 1968. in Official Records Book 6088. Page 160 of the Public Records ot Miami-Dade County. Florida. being the POINT OF BEGINNING of the parcel of land hereinafter to be described; thence run SOOdegOOmin45secW along the aforesaid described line. a distance of 361,28 feet to the point of intersection with a line that is 300.00 feet North of and parallel to the South boundary of the East 1/2 ot the Southwest 1/4 of the Southeast 1/4 of the Southwest 1/4 of said Fractional Section 3; thence run N89deg57min54secE along the last described line, a distance of 200.28 feet to a point. said point being 46.75 feet West of the East boundary of the Southwest 1/4 of the Southeast 1/4 of the Southwest 1/4 of said Fractional 3; thence run NOOdegOOmin45secE along a line that is 200,28 feet; East of and parallel to the said East boundary of Northeast 28th Court. a distance of 361.18 feet ta the point of intersection with the North boundary of the Southwest 1/4 of the Southeast 1/4 of the Southwest 1/4 ot said Fractional Section 3; thence' run N89deg59min25secW along the last described line. a distance of 200.28 feet to the POINT OF BEGINNING. Ford, Armenteros & Manney, Ine. LB 6557 Original Field Survey Date: AUGUST 17. 2002. Revision Date 1: DECEMBER 16th. 2002. Revision Date 2: JANUARY 31. 2003. Revision Dote 3: MARCH 13, 2003. Revision Date 4: MAY 31, 2003. (MONITORY WELL LOCA nON) Revision Date 5: JUNE 6, 2003. (ADD CAR WASH PARCEL) REV\SED JUN 1 9 2003 COMMUNlTY DEVELOPMENT M N o p Q R FORDs ARMENTEROS & MANUCY, INC. 1950 NoW. 94th AVENUE, 2nd FLOOR MIAMI, FLORIDA 33172 PH. (305) 477-6472 F~ (305) 470.2805 DRAWINGS AND SPEClFlCAnONS AS INSTRUMENTS OF SERIllCE AREA AND SHAll.. REMAIN lHE PROPERTY OF FORO. ARMENTEROS .Ie MANUCY, INC~ VlHElHER lHE PRO~CT FOR v.tIlCH lHEY ARE l.IADE IS EXECUTE!) OR NOT. lHEY ARE NOT TO BE USED BY OWNER ON OTHER PROJECTS EXCEPT BY AGREEMENT IN WRITING AND WIlli APPROI'RlA 1E CONPENSA liON TO FORD. ARMEN1EROS .Ie MANUCY. INC. a.:<~~~~ a..d~~~~ < I..LJI..LJI..LJI..LJ >-cicicicici CI:lcicici..Jci Cl ~(.f) ~I..LJW Z Z_Z o I..LJ Gj :::; ~O::>-Z....J (j) ~wo::O~ > ZO-1<l=o:: u.....O<< W OJ::i=sga.. a::: I- _ Cl 0 ....J :::c LL 0.. u z CI:l ....J (.f) O 0::: 0:: < ....J -1 < OW>-....JW3: (j)a..w<~O:: o W (.f) > ffi >- <3 rv __0::>0:::: u... '-' -- => 0 0 Cl o Cl (.f) t= C) o I..LJ I..LJ Cl Z < W <n ..... I..LJ 0 5<<n~ a::: I..LJ 0 5 0:::: I..LJ a.. 0:::: :J ~ :J I- Z W ~ ~ a.. :J o tY: (!) o (.) tY: w :2 SCAlf: DRAWN BY: DWG. CHECKED BY: OUNJTY CONTRlX: DATE: l=! < Cl 0> 3= "0 8 11) Easement(s) in favor or Florido Power and Light Company set forth in ~ instrument(s) recorded in Official Records Book 7562, Page 825. .,.!.. (DOES APPLY AS SHOWN HEREON) I"') & 12) Easement(s) in favor of Bethlehem Steel Corporation set forth in ::3 instrument(s) recorded under Clerk's File No. 67-21319. ~ (DOES NOT APPLY) "J <( ~o 13) Easement Agreement recorded in O.R. Book 7793. Page 359 and corrective 0::: Easement Agreement recorded in Official Records Book 7798, Page 238. ~ (DOES NOT APPLY) lLJ > <( I- <( a.. => o 0::: o o (..) ct:: lLJ ~ O~"""""~lJ) z en w b z en ~ o (U 5; ::::> en c z c:( o z w ~~ ..I- c..z ::a;W <(~ (UZ >Q~ O:::~a.. ~U::::> >-00 et:-'O::: <t; ..(!) C:CO ZUU ::)1-0::: O~W caen:E t; L5 ~ w C!) ~ z- 5~ ~Ci: NO IDa: a. _ :i:~ tl')z z=> ~o ;.-0 .w C")O z< 09 FSii fd:s (I):a ~ F <C U 9 I- U LU .., o a::: a.. ~ ..... C") C") w< =>9 zCX: wO ~ii tI')- ZZ _0 ::IL5 Oce 0- .....:a oS;; U;:a ~ f3 ..., o 0:: a.. "- o LU ~ ~ :z LU :::J U v; en LU 0:: o Cl <( I- :z LU :::J U ..;,; :E <( Z I- LU W i7i 111 =40' JAER o AUGUST 17.2002 PROJECT No: 02-170-551 SHEET: 1 OF 1 SHEETS "~~~~~~~~""",~~~""___""':':'...,&iio;,~~".,,,"._~~~~",,,,,,",~.....~",,,,~,_,,,--,",,",--,--,.", ,~,'>""';'c-~..,--",~,,"..1..o-'-'- ---- IN ~ Lhl \ L RU-1 ."'!ii.i--'--- f tI'} ~ ~ ~ 46 ;.. 45A = 69-4a 44A = .......... I DO~ t\CRES. (76-SQ) 'TRACT < = 4) = " 0= :: RU~2 WOODLAND ESTATES (116..2) LAKE s:::. ..., - _'<t' . C'l ;' 0=:5 :: I!) ::N " = .. :Il .: ! =0 ;' = = / CHABAD HOUSE OF NORTH DADE, INC. - ---- w > <( :: :: w, z . \Ill> 1: 1 ;;. it> ... 3JO' ~ 18 j? = " A " .......... B :: ~ =0 C:: J: << 2 20 i;: 0 f.l 0::. 0:: " 2,k m<l' " ill) E; 100' \20' "RU-4 '\ LAK E 7T ~ P,,' "'" as' 39 ~ 30 ~ , 15A PARK . ()() ~(). ;t)<J \ ih '" "' DE . (;'\t. ~ 1 R0- 3i: t 1 ~ 7~ 7:5'1$. -6!J.> / I I I 4'U \ RU4-4A - AVE~TURA TRl~81) g "'. ST" II$' 1 g ~$' la. ~:t. 1:: it 1 ~ n~ b :::. i=i $ 1-- liS''' _"0' ..J - U 0... ----.-::. :: 'C SEC.2 c "SO 0,~ 0=~ <1)= =0 W II,' ~ U , z iJ (.) = ~ (84-1Q) ('oJ COUNTRY ~l~1A~~ &-~~~~~"l!iV~~~~,;,.,~. iJ!S' g ~ ,.. HIGHLAND OAKS ELEMENTARY SCHOOL Q:.. .i:I ;40- ,.. W.... 152' Z- ~ 8 s:::. .... I 9 ~ ".. ''''' lot 1 Ii: ~ 6Y~_~ ~ 2 lW i 110' ~ '''''' ST. 1& nO" .: 14 ... TER. 90). w ~ w 1>)0' .w ~1 4. 1'1' 203rd NE ~ 19 lID' '60" ~,' ;8 .. all' et: Q a 7 ro :J ..J U w.' .. w "'S' > .. 1" 152' 1J. C ;:l C'l .. <\I- I W '" Z TRACT "G' AVENTURA 2nd ADD. TRACT "F' (99-"21> ~; / IW AVENTURA ., ~ 4th ADDITION'" (116~34) l- ll> W ~ j - 141Y. I<, RA 10th ADD. ~ (136-92) /.1. rLACt' '8'/~ N . t.wiil 1 z .3a' l'R."Q" AVENTURA 6th ADO. <120-,20) ~.$ /'" -- ~- -;-.- - ~- ~vni.ruIl4 . , 2.,.... ,.: 'AtiOit"M t: .. . . ~ (~;'l')' . / 1<& ' .. / a 12 11 il ~ 31 ICO' \to" t~. ~ -:.--,.-.." i~ '.- ,YS N --- - - - "'l~ l~ RU~3M' . ".. . , , . ~.. ',....~....~,'. ".:.._-, ..i: '.' 'IoJ., .~ '~.:.~.~t ~ .. . :-; ~. ~ rt) , . c.o - - ....... \"g " ~... . ..... ). ~ rn ., : .' f"I, z; o ~j, ~i r- ~ M fl /' . -(RAe'"! 1" .7 I AVENTURA 'SIXTH ADDITION / - (120-20) <4 :it! !i ~ .------ ---- ----- 11tAC i Ua" - - - .. ~ ~ I~) ~ ~ ; ~ t U\ l l> :Q ,.. RU" 3M <( a: :;) ..... z w ~ 7' '1$ '%' :> <) \,) ~, BU":2 195U' :01 :u c ---- -:r- -------...- . ~ RiveR lVOOO : ~ .____ ""t...*___________ _ _ ___J~ Ii -...- - -- ----..--..-~- -- -----......... . ' 9.,.~.j , (Po AC1' flrl ~.. .' W)I. -- ClU, '''''''''.....'''~ / / SKETCH OF SURVEY ~E S 1 I 300 150 0 300 ~ SCALE 1" = 300' SURVEYORtS NOTES CITY OF A VENTURA Miami-Dade County, Florida Section 34, Township 51 South, Range 42 East LEGAL DESCRIPTION PART OF TRACT A OF THE PLAT OF "THE PROMENADE SHOPS" AS RECORDED IN PLAT BOOK 133 PAGE 39, MIAMI-DADE COUNTY, FLORIDA MIAMI-DADE COUNTY FOLIO NO. FOLIO 28-1234-065-0010 ADDRESS = 20417 BISCA YNE BOULEVARD 1. The address of the proposed new Liquor establishment is at 20417 Biscayne Boulevard. 2. This is not a boundaIy sU1"Vey. 3. The purpose of this survey is to locate an liquor uses within 1500 feet (2000 feet measured) and all churches and schools within 2500 feet (3000 feet measured). 4. The method of measurement to churches and school s is from the front door of the new establishment to the nearest point on the property of the church or school, and from the neatrest portion of the structure of the new establishment to the neatrest portion of the structure of the other liquor use. 5. Unless it bears the signature and the original raised seal of a Florida Licensed Surveyor and Mapper this drawing, sketch, plat or map is for informational purposes only and is not valid. 6. The method of location and identification of the establishments was by our personnel in the field and only those establishments marked on this drawing were identified in the field. 7. The measurements for this survey were made on 28 SEPT 2002. 3 churches were located within the prescribed distance by the prescribed method of measurement), 1. Chabad House of North Dade, Inc. Distance = 1716 Feet 21001 Biscayne Blvd 2. Aventura Jewish Center Distance = 271 Feet 20400 NE 30th Avenue 3. Beth Torah Adath Distance = 2160 Feet 20350 NE 26th A venue No public schools were located within the prescribed distance by the prescribed method of measurement (There are private church related schools at number 2 and 3 above ). Highland Oaks Elementary is located westerly at a distance of 3150 feet, scaled distance plus or minus 100 feet. 3 liquor establishments were located within the prescribed distance. 1. Red Thai Roon 2. Chulos Pizza (No name in Field) 3. Walgreens Distance = 913 Feet Distance = 340 Feet Distance = 1190 Feet SURVEYOR'S CERTIFICATE I HEREBY CERTIFY: THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS PURSUANT TO SECTION ;{tnF.-S:-A~~TER ~_~~.1_7-~_::~~.__ /:~ - " J~.$y EADMAN P.L.S. NO. 2997 /~03493 EXHIBIT #6 02-CU-03 -~ JAMES BEADMAN AND ASSOC., INC. 14319 S. W. 142ND AVENUE MIAMI, FL 33186 (305) 252-0741 LIQUOR SURVEY FOR 250 NE 183rd STREET SCALE I" = 300' DA TE: 28 SEPT 2002 APprD BY: J.E.B. PAGE: 01 OF 01 DWN BY: JEB JOB No.: 4676