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PLANS PLANS/OVERSIZED DOCUMENTS WEST ELEVATION NEW COMMUTER RAIL STATION Boynton Beach TECHNICAL REVIEW COMMITTEE SUBMITTAL JULY 2, 2002 TRI~AA1L TURNfR ASSOCl.nfS ~ "'.Ol"tll.T'I\j1I'I".".~.I\. L-J ~ iiioii ~ I ~.... TRl . COUNTY COMMUTER RAIL AUTHORITY NORTH ELEVATION .,. w w ~ <( z ([ w en :J w ~ (/l :J TAl-RAIL CONTRACT NO. SHEET NO. 00-834 I I i o SOUTH ELEVATION SCALE: N.T.S w W ...J u: W iJj E al c ..9! iI w w ~ F w w w ~ o w o SCALE: N.T.S NORTH ELEVATION SEAL DESIGNED BY GET WAP GET DRAWN BY al t:: o a: Ql ro o REV. DATE BY DESCRIPTION CHECKED BY APPROIfED BY DATE APPROVED - r C0 EAST ELEVATION SCAlE: N.T.S . .. ~ l{'.b ~ ~ t . '\ ~i! '~~ -- l.-},;;; - -t t -l~ I ~. ~j. .. "':A' "-~-~ \ ~ '~~~, ~ =~ ......... ~ I. ~ -~ IP 00. ~ ... IP ;~& 'n, t ... ~ ,.1 .. \ . .. '....I '=~"" ~,.~ ..".. ~ '...l ..... ;", ;;;;~.:i ,. ~~ ~ .. .,. ~tiif~H"l<~I-~-sOuiH BOUND l~)f{~ ".- -. / ..... , ' 'r'..; ij('" r"":~~.;;,, :;';' : :'1~.~5;';zi~~ Jt~.- ;,r ~;~\i'~:::?.f~J'" ," o ~ SITE PLAN SCALE: N.T.S TRlARAlL TuRNER ASSOCIATES ~ ., l'watDa. INC. FI.oMda RflfJ, AA0002827 ZOt s, o..we ~ _ :160 0rI<MdQ, norida USOt (407) 8411-%'165 BOYNTON BEACH STATION Site Plan & Elevations SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT SI-0001 ~ ~ ~ [R1 ~=y= TRI-COUNTY RAIL CONSTRUCTORS DRAWING NO. ~ TRI-COUNTY COMMUTER RAIL AUTHORITY ffl W ....J u:: ffl iIi E ttl c ..Q! IT: ffl W 2 F ffl ffl W f-- <{ o ffl -g t:< o n: (J) ii1 o REV. DRAWN BY GET WAP GET TRlARAlL =< ;jJ ~ [R1 ~=v= TRI-COUNTY RAIL CONSTRUCTORS TuRNER ASSOCIATES ~ It PI.umDS. INC. FloridD. Reg. AAOO02827 zo'S.~~_Z5D Ortc.do, I'IorIda _, (407) fUIJ-Z'T1l6 e-- BOYNTON BEACH STATION Platform Perspective (Dusk) SOUTH FLORIDA RAIL CORRIDOR DRAWING NO. SEGMENT 5 PROJECT 81-0003 DESIGNED BY DATE BY DESCRIPTION CHECKED BY APPROVED BY DATE APPROVED TRI-COUNTY COMMUTER RAIL AUTHORITY \ (j) UJ ~ 6 o (j) ~ a: UJ ~ :J \- "'. \".. (1) (f) :J Tr\-RaH Ooub\e Track corridor \mprovement program segment 5 project NeW commuter RaH Station at BOynton Beach, Gateway Bou\evard for ThiS design has been prepared and checKed as meeting the applicable criteria identified in the conformed contract oocuments for the TRI-AA1L Double Tracl<ing corridor Improvement program-segment 5 project, including all applicable codes and standards referenced in the MandatOI)' Specifications (BoOK VII) and Design Criteria (BoOK V). o Design complies with requirements. o Design complies except noted. Tri-COunty Ran constructors A Joint venture HerzOg/Granite/INashinton Group Date:_____ company: Signature: ~ 0 0 0 T""" (\! 0 0 (\! (\! ,- UJ Z :J ...., ~' -0 ~ 0 0: ae ~ (rt C) 3 \ ,J'\ 0 ,- 0 0 ~ 0 ~ , (f) 3 (1) -"' ~ c: (1) ::::: ~ Tri-COunty commuter RaH Authority , .. ," ~-' , .', . TECHN\CAL REV\EW COMM\TTEE July 2, 2002 ae ae \'''''-J ._~ ~ ~~ ~" <Q ~ ,\ '~:l." f' ,,,;-,::.~""~' ' . ..__:",':~>''-'''' ,,_':-2:1GtV'~~ ~. . . " ' ........... ~, " " .. w -- t~H Drawing No. TR\-RA\L CONTRACT NO. SHEET NO. 00-834 SH - A001 COMMlSSION APPROvrD PLANS AUG 6 1002 ~~~~ TR\-COUNTY RA\L CONSTRUCTORS ~ TURNER ASSOCIATES . ARCHITECTS AND PLANNERS, INC. 201 SOUTH ORANGE AVENUE, SUITE 250 ORLANDO, FLORIDA, 32801 (407) 648-2755 0!oice) (407) 648-5944 (Fax) LANDSCAPE ARCHITECT BORRELLI & ASSOCIATES 550 WEST NEW ENGLAND AVENUE, SUITE 200 ORLANDO. FLORIDA 32789 (407) 678-0888 0!oice) (407) 678-6530 (Fax) STRUCTURAL ENGINEER TILDEN LOBNITZ <iOOPER 1717 SOUTH ORANGE AVENUE ORLANDO, FLORIDA 32806 (407) 841-9050 0!oice) (407) 540-1 039 (Fro<) MEP ENGINEER TILDEN LOBNITZ COOPER 1717 SOUTH ORANGE AVENUE ORLANDO, FLORIDA 32806 (407) 841-9050 0!oice) (407) 540-1 039 (Fro<) TRI-RAIL BOARD OF DIRECTORS JAMES A. CUMMINGS, CHAIR COMMISSIONER BRUNO A. BARREIRO, VICE-CHAIR R\CK CHESSER ALLEN HARPER MARIE HORENBURGER MICHAEL D. MASANOFF COMMISSIONER LORI NANCE PARRISH COMMISSIONER CAROL ROBERTS OAV\O RUSH JOSEPH GIULlE1\I, EXECUTIVE DIRECTOR .~. _"~~c ae \\ 2 ~ o o o ... C\I o o C\I C\I ... w Z :J J "'(J Jg o (L (I) ...... co o (j) w ~ o o (f) (j) ~ 0: W Z 0: :J I- ~ (I) (/) :J 0> S u C\I o o ~ <( () ~ <( I (f) 0) m (I) E co c (I) LL Q (2) ~ FLOOR 0.00' ELEV g / / / / 1/ / A REV. 6/1 2/02 DATE A B 2 3~1 4 @) @ ~ & c ) e- 6'-0" V 4'-0" /1 10'-0" 10'-0" [10'-0" ] ~ [J II II (() ~ ~ <S) <S) GET BY Drawing Conventions Material Conventions NORTH SYMBOL ~ ~ ~ I: Lj j ~ff#A I .... .... .:....:. '" . . '1 -.. ....... ". .. . . . .. -. '. . '. . ". "'.:. :. :..., ...... :--.::. ..-.: > . I ~~/ ~~/ ~ ~~/ /~~/ /~~'1 ~~ COLUMN LINE FLOOR LINE MATCH LINE ELEVATION NUMBERS WI REFERENCE DRAWING DOOR DESIGNATION WINDOW DESIGNATION PARTITION TYPE REVISION NUMBER 3/A12 IQQQQQQQQQQI ~ ~ DETAIL NUMBER W/ REFERENCE DRAWING g BUILDING SECTION NUMBER W/ REFERENCE DRAWING WALL SECTION NUMBER WI REFERENCE DRAWING / / DIMENSIONS All dimensions to face of wall unless otherwise noted. / / FACE TO FACE ~ I r-=8 Dots indicate column line to column line dimension. COLUMN TO COLUMN Brackets indicate existing dimensions to be field verified by contractor. '/ / FIELD VERIFY CEILING FINISH W/ HEIGHT ABOVE FLOOR EARTH FILL BRICK CONCRETE MASONRY UNIT CAST-IN-PLACE CONCRETE STEEL GYPSUM BOARD OR CEMENT PLASTER PLYWOOD FINISHED WOOD RIGID INSULATION BATT INSULATION WOOD BLOCKING WOOD FRAMING 2'X2' SUSPENDED ACOUSTICAL CEILING 2'X4' SUSPENDED ACOUSTICAL CEILING Abbreviations SUSPENDED LIGHT FIXTURE EDF ELECTRIC DRINKING FOUNTAIN SAC SUSPENDED ACOUSTICAL CEILING CP CEMENT PLASTER PS PROJECT;ION SCREEN RECESSED LIGHT FIXTURE MB MARKER BOARD TB TACK BOARD GB GYPSUM BOARD XS EXPOSED STRUCTURE RECESSED DOWN LIGHT FEC FIRE EXTIINGUISHER CABINET TC/A TELEPHONE CABINET W/ TYPE NIC NOT IN CONTRACT EXIT LIGHT EJ EXPANSION JOINT DS DOWN SPOUT RD ROOF DRAIN MS/A METAL SHELF W/TYPE RETURN DIFFUSER SUPPLY DIFFUSER SPEAKER SMOKE DETECTOR SEAL 70% Station Submittal DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE APPROVED GET WAP GJR GET 6/12/02 MLJA METAL LOCKER WI TiPE TRIAIWL TRI-COUNTY COMMUTER RAIL AUTHORITY Project & Code Summary APPLICABLE CODES FLORIDA BUILDING CODES: BUILDING, 2001 PLUMBING, 2001 NFPA 70 - NATIONAL ELECTRIC CODE, 1999 REFERENCE CODES FUEL GAS, 2001 MECHANICAL, 2001 FIRE PREVENTION, 2001 NOTE: IN ADDITION, FOLLOW MOST CURRENT LOCAL AMENDMENTS TO EACH PUBLICATION. AMERICANS WITH DISABILITIES ACT, 1992 NFPA 101 LIFE SAFETY CODE, 1997 FACILITY DESCRIPTION PUBLIC TRANSPORTATION: USE GROUP "A" - ASSEMBLY (OVERALL USE IN THREE SEPARATE STRUCTURES) PLATFORM #1; USE GROUP "A-2" - SMALL ASSEMBLY (GATHERING AREA) PLATFORM #2: TOWERS & OVERPASS; USE GROUP "A-2" - SMALL ASSEMBLY (GATHERING AREA) USE GROUP "A-2" - SMALL ASSEMBLY (CIRCUAL TION SPACE ONLY) ALLOWABLE GROSS AREA 8,000 SF lWO-STORY "A-2" OCCUPANCY WI TYPE IV-UNPROTECTED CONSTRUCTION (NO STAGE). ADJUSTED ALLOWABLE GROSS AREA 16,000 SF lWO-STORY "A-2" OCCUPANCY W/ TYPE IV-UNPROTECTED CONSTRUCTION (NO STAGE) & HAVING OPEN SPACE ON ALL SIDES NOT LESS THAN 30'. ACTUAL BUILDING AREA PLATFORM #1 PLATFORM #2 TOWERS & OVERPASS 8,000 S.F. 8,000 S.F. 2,812 S.F. ROOF AREA IS 20'X400' ROOF AREA IS 20'X400' TOTAL 18,812 S.F. ALLOWABLE BUILDING HEIGHT 55'-0" HIGH lWO STORY, "A-2" OCCUPANCY, TYPE IV-UNPROTECTED CONSTRUCTION (NO STAGE). ACTUAL BUILDING HEIGHT PLATFORM #1 14'-0" PLATFORM #2 14'-0" TOWERS & OVERPASS 44'-4" ONE STORY ONE STORY lWO STORY FIRE PROTECTION HYDRANTS: NEW, ON SITE 200' HOSE RADIUS STANDPIPE SYSTEM: NONE SPRINKLER SYSTEM: NONE FIRE ALARM & DETECTION: NONE FIRE EXTINGUISHERS: IN ELECTRICAL ROOM BUILDING CONSTRUCTION FIRE PROTECTION CONSTRUCTION TYPE IV-UNPROTECTED ROOFICEILlNG ASSEMBLY o HOUR NOT NEEDED ROOF BEAM o HOUR NOT NEEDED ROOF COLUMN o HOUR NOT NEEDED FLOOR/CEILING ASSEMBLY o HOUR NOT NEEDED FLOOR BEAM o HOUR NOT NEEDED FLOOR COLUMN o HOUR NOT NEEDED FIRE WALLS 4 HOUR NOT NEEDED INTERIOR WALLS (NON BEARING) o HOUR NOT NEEDED INTERIOR WALLS (BEARING) o HOUR NOT NEEDED EXTERIOR WALLS (BEARING) o HOUR OPEN AIR STRUCTURE, NOT NEEDED EXTERIOR WALLS (NON BEARING) o HOUR OPEN AIR STRUCTURE, NOT NEEDED INTERIOR WALLS (OCCUPANCY SEPARATION) o HOUR OPEN AIR STRUCTURE, NOT NEEDED ~ ~~~~ TURNER ASSOCIATES ARCHITECTS & PLANNERS, INC. Florida Reg. AA0002827 -/ TRI-COUNTY RAIL CONSTRUCTORS 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 t-~1 /'..'. ;.~'.'..l.r....(h:,'.'."l.........'.'.~l."...~.'.'..'. '...'..". .:",....},\:\ <"', !J~-,;J(~-l~j{.::LlJfl r'l'iJf:::, '.. :' ':~~K-:.tl1::- .. "!i"".;, ,\ I ~~J'lrlIIIL'~Ir!~11 JnU1.. ',;~; ~.. "l' ..... .'. ,'. d.l IL 7' ';,\ Jj' I " . >.... ......'. ....,.i..,., . ~'.; 1'-'J i:l [::=:-....:::"~:..J I rOil I l'1 IJ 1 " . '.' ...-.:~~ ....,;'t''';.,.,;:;;..,."" --=l~,_ ,'4' } 1 I! U;,;;':;;I'~. I'.-'-'-'~:;;:: '.... .............'........'.:.... '. . ';', '. ........'......:...,....'.:! ff@Jrl c~~~-~~.J II ~l d, ! " ..~~. UK. [:::..-\ ~:.::::::' ..'i',:-~--~ '::;::,'=):~ Jlfu....-;::;::...."llll J . c: r--":" ,.,.J ;.:?'ipf.....'.,. ~-;:77 f </l\' FfYT~r1f~(j,~--:J"I~-:'::::::';' , 'r::-.:=:::2=:" ,../1::' .'.~.....:'.. ". ..' '.:' , , I-JU1~ r===--.....~} iC~~-:-:.lt-~- I U .~ .j " :n" . .. ......, :Ii' C5:Jlijl.J ljfO 'l[-:=:::'~-:::] =,~;~, 5' I . ..11 nJ1b1, -m ~ r:f Litl ,'r;;-..:;:;J 1;".= . . -,-. .......,~ f<.\: , :',' L--2~' l!f'-::M;'::~lr ,It I, ; ;fE,::::; --,,-2 "';'i:i" .' f~_JLJ --:___tl~~~lr . kJ' j~. ~i\;, .;<,,:,';:~'::.}:i~i,~,i,,; ,i >',' .j\~,~:: ~.::.'~~.'~.'._. ~~. :..L '..............>..".-.'~.,t~. ~~Ln~ (!:1ffi'181t...f&..~.'~.S.::=1 ......;:,'':''< ,;.,,; ....,...,.. '.' r".l~f-J) III \.,-- ,jCh~""'"1' r~ 'f'" ,.:..~.;:/",'i,i,::i "i.' .,..' ..' '. I:,.' ..' . .....h......;:;~....'~.,'..'.....-I../........~.?..-...'.-;::::-.,...c-".. .....).. '...'. ..' V :j.[-~...~.~\..;O,:.:.'...'..l!..... .....I'1..I::.).....J........ ":.:y:':,;';:L:':i"."":.,,,,i:,j r ", 'f lfJ' (:J)L!!;::=-:::~;;'=1 ~=-- '1'1 "j ,..{J"'lu.............. .'. !ll'7~IS . '}' :;'::";':'':?i~iiC. .;', ~~[:...\ ,......' ~', '. ;...~.....M.. L...ll..~.~--l....ttF...'r.-IT-+ll.l1l-;i.~;.. ....".'l..'.'i... ....r:-:.~.':.'~.>.., .....' 1):'-:.... ".' <..:." r~ .~.....' ")J ..l~ lU' !'r~\~;#:. Fd.;~' ""'} 'i<. i,,::'" \ .,.~, '. .-.' ;.--,~.,/.jL jI.! II' ..... 'u' ,.!. I.'" '.......,."::'. i' l" .11." .':'. ". . .".........'..lj.-.-..;._:::~. ., 1!. llj' ...1"..".../.'; '. ._-..-"l..... 'Ii ',,''''. . ........ ..... ... "c~~JJ.J '" '.,', {l W:~~:~~r-I' riJ . .~;~ ['.'. ~''1 ~1. 'i.. .< ',r 1'.,~.,U'~ ,f"~~lm... ...,..~.!. 7'r~.1.lrl..~.~~~.. ,t.~..-.'. :.' .- '~I,{~.::!I!.. t:Jlll.. lLJllr t(.I{':j';I;:" ~7'~~~ . .'. . ~1<., ..... '" .... _~ " . .1:k~~e:i~t;p.~:;'~,~~~~~Ai~1J1 r~~~-:~ i/'.'lr' . '!l '. .' . ~i,,_,..J\ ,f ., .~l)..~..".~-._,-,~" IrJj" I, .' .' " :'.. '.:" .t,..:'. ./.~.' ...... . \.. "-=.-=-.::.;. -f"::"l ! I \'\':':~"'::':::;::.:'::"-:111 ~~ I ..+... h'~Qt r;l\ ~~<ji'; 'j ..} .o'.r~.,'.rc~,.o,:"=,~,,P'..'.',..~,:.:.,':e~.~aj~~h;:_!i'Al~\._J. t'--_~':'~I?':"':.~~_[':"':I;~.1Jlr.~,~,;~rl~ ..,Ir...~~~,:,. ,~*o,Q2 ~9!Y.~!>tt:.t9rP:,~ 1~.~9N;avT~oh.Gb;r, 100, .' ','\'I ~ _ 'I I .........J . rqHi',\oJrl . ......"Pl .., . SF-JA001 SF-JA002 SF-JA003 SF-A004 SF-A005 SF-A006 SF-A007 SF-A008 SF-A009 SF-A010 SF-A011 SF-A012 SF-A013 SF-A014 SF-A015 SF-A026 SF-A027 ,;U:~C-Jl, t~~~' I.: '-~ ".,. .. ~:; .\, List of Drawings SHEET NO. TRI-RAIL CONTRACT NO. ARCHITECTURAL COVER SHEET GEN. INFO. - CODES & CONVENTIONS GEN. INFO. - LIFE SAFTEY PLAN GEN. INFO. - PHASING PLAN OVERALL ARCHITECTURAL SITE PLAN ARCHITECTURAL DEMOLITION SITE PLAN ARCHITECTURAL SITE PLAN ARCHITECTURAL PARTIAL SITE PLAN PLATFORM PLAN PARTIAL PLATFORM PLAN PARTIAL PLATFORM PLAN 00-834 LANDSCAPE SF-L001 LANDSCAPE PLAN & NOTES SF-L002 LANDSCAPE DETAILS SF-L003 IRRIGATION PLAN & NOTES SF-L004 IRRIGATION DETAILS STAIR/ELEVATOR TOWER PLAN ROOF PLAN STATION ELEVATIONS PARTIAL STATION ELEVATION BUS CANOPY DETAILS ENTRANCE WALK DETAILS ELECTRICAL SF-E004 STATION BRIDGE PLAN - LIGHTING Location Map f~f;~9 .~~:.. BOYNTON BEACH STATION General Information - Codes & Conventions SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT ~ DRAWING NO. SH-A002 II (f) ill tc o o (f) (f) ~ a: ill z a: ::J I- L: (]) (j) ::J 0> S 1) (1) o ; 01 "- <( () "- <( I (f). 0] 0] (]) E a1 C (]) LL ~ ~ o o o ,.- C\I o o C\I C\I ,.- ill Z :J J . . 1) (]) ~ o 0.. (]) +-' a1 o A REV. TRI-RAIL CONTRACT NO. 1 ! 'I 911-0" 00-834 f l'; X ~. ~. ~o, I II · , IIiI W. - III II -L ,. , . I . I . I I I I . I . I I . I I I I I I I I I - . "" '-.L- II r ~ " iii- - .. II a rlX I.e., -- x x x -- t>< ^ x TRAVEL .. DISTANCE: 2221 ,. t- \.. I J l 91'-0" (2\ CROSSOVER PLAN SCALE: 1/3211 - 11-0" 4001-0" 190'-0" 181-0" 911-0" 1 011-0" 81-0" r r L 1 ~. ; rI y::9 12:: r-- II - 8 l EXIT WIDTH: 1201l~(_ , 1Il- _ ... 4 D 00 P . II c - !A , , II Ej __ ~ ll- ~____J I I 6>> I I ~'I i1J. 1 I r I~' --, ~ T" - mA VEL I I L/ I '-I I ." f .: ~ I 1 -. ,I ~D b l !lmmll~il~ll:i::! l l m:m~~i!::m::i! l l ~::il:~mllml:m~ l 1 7 , 1 111!li::illli:llmml l I_II! ch ,.. I + I ~\ DIST ANGJ 22' ,','" :' 1 ~ Illil:!ill:iilm::::~ l ~ l i : ml:::!:ii:!I!!~I: : ~m:::I~illi l,.' - - -r ~I!:;:I~~:~ -: ~ ib 1 I I ~ I 1 I '" I I I f L -+- ~ ~ I 1 ~ I I I I T~VEL I 1r I .. I I '" EXIT WIDTH: 482::<:_ - ~_ _ _:_ _ _ _ __1__ _ _ _ _ t _ _ _ _ _ _:_ _ _ _ _ _1 ~~~~:J:k,-_ ~ _ _ _:_ _ _ _ _ _1_ _ _ _ _ _ L _ J _ _1_ _ ~ _1_ _ _ _ -,J l;; _ _ _ _ _:_ _ _ _ L_1__:- _ _ DI91:ANCE~122'-- _:_ _ _ _ _ _ j _ _ _ _ --J.,-~ _ _ _ _:~ _ _ _ __: ~_______________________________._____.~__________________J ~_______~__~________.____~_._____________________I :' i. :' i; . :.i::i ~; i.'.~ if' ." .' : ::J .'.:' ,.. . . ' ", ':..' ,':; , "~' : ' I I , .', I ..... : : , , . . ': ';i , ,,' :' I : ;:':.' :. ., :' .' :;"":"; , ' ,. " ." .."." : ' . 1 I H .. . ': " " ..' !..' ........, ! ,.. .~.:':. I" "i.o, " ':';-:','''::;: .... l'i' " ii"'e:,,. ""., u ...~.. ." ,,' ,'i, " '. 9"! ! "';':' .. . ,,;., fr> 1.01 1 . . " ,;i ... ", 'i" ,., .' C'),. ." or-.. I I ... , " ',,' " " ' i i, ,,,,.' .'.,:. .1 .1 . ,.:, " ...':. ':.1::::','.. , ,,'. i : .. ..,.',.. ,X:" .: ~,; u " .: ' ,. ~--------------------------------------------------------------.----------~_._-------~----.----------~ \;~ -~!; - -:- - - -;; -1=': - - - - f - - - - - -:- - - - - -, - - - - :,:f:; II - - _1- - - - - -, - - - - - - f... - - -~"'~~~E -,- - - ~ -I-, ~ - - - - ~I- - - - i~T--:- - - -,- - - - - ~r~ - - - -l-=~LcE. 2:[6' '1- - - -:-1- - - --: <;> EXIT WIDTH: 48" I I' I ~ I I I h: I I ~ r ~ ~I : 20~' : ~ : I: I: : ~ ~ ~ . I I' I ~ . 1:::::::::::::::::::::::1 . . I:m::::::::::::::~. . ~::;:::::::::::m:::i~ . . ,I:, . I d I, . .1;'1 " !:: 11 , . 1:::::::::::::::::::::;:1 1.1 ~ ~ I. I 1.1 i, ,; -il':II :":-1 . C') IIBii;IIi.' Ii,:. . 1!l::il;:';I/Ii!;:;illi . I . I:!\; iiii'll!! illll!lI. ~ ~ . :: :1111::,:11::11;::1;1. . 1:::::::::::::::::::::::1 . I I I I I I I C\/ I I LI~ ~ L + .J LI~ I I I I I I I.. 1 ~ I I I I : l ~! ! ~! ~. J ~ ~ !~. ~~~: .: : ~: /1 l : I ~ ~ ! ~ ~~I------J~--Jl--~-----~~ TRAVEL ~ rI,~ j - -- liD IT ---l EXIT WIDTH: 48" DISTANC-:2241"--~~ 1\ D 00 · II Cc- fiX -ELEVATOR IJ d ~ II ~ ~ I. 1 ! .; i ELEVATOR . ~ i ;, . ;'.; .' '. . ; ; " '. '%'; I "~; '. " '. ;; .' " fr> ,<01 i " '; ;: ., " 1901-0" I. 1 t 1 91'-0" 1 011-0" 81-0" 181-0" 400'-0" NOTE: 1. SEE DRAWING A009 FOR PLATFORM FINISH & JOINTING NOTES. 2. SEE DRAWINGS A010 FOR PEDESTRIAN CROSSOVER LAYOUT. 3. SEE TRACK PLANS FOR TRACK FENCE & INTER-TRACK FENCE DETAILS. PLATFORM PLAN 1 SCALE: 1/32" - 11-0" SEAL TURNER ASSOCIATES ARCHITECTS &- PLANNERS. INC. Florida Reg. AA0002827 BOYNTON BEACH STATION Life Safety Plan SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT DESIGNED BY DRAWN BY CHECKED BY GET WAP GJR GET 6/12/02 ~ TRIARAlL ~~~~ -7 ~ 201 S. Orange Avenue, Suite 250 Orlando. Florida 32801 (407) 648-2755 TRI-COUNTY RAIL CONSTRUCTORS r1 TRI-COUNTY COMMUTER RAIL AUTHORITY 6/12/02 GET DATE BY 70% Station Submittal DESCRIPTION APPROVED BY DATE APPROVED \ SHEET NO. Allfu (/ ~ ~II DRAWING NO. SH-A003 -.-. ----.-. II i i I I J lli ~ 6 o (j) <Q ill z a:. ::> \- . . '- ?h :) -..-.-' ..-- ~ .-.---..---- .,..- .," --------- - - Q) ~ .q- o o 4. o 4. \ (j) en en CD t co c (\) - .- U- ~- - - -~--- ~- ----. -- .--- -----------.-----.---.-. - ---- ------------------ ---- .--"..---'-" _._--~' .-" _. __.--/-1-.---'\ \ ~._. ..--------..., -,~,--,.._- ", I.?~l!l " \ '- !~(:.~~\ \ \ w"i: \ ' \ ,()~ ........,. ,'/i ,/ /' { \ (_ -- ./,~jf " \ \, \ " \ \ i _/..\ \ --~~t ! --/-,0"'----;" -- "\ \ ,;~ >~ ~~ ('_",'J " / " /- ..---,,' _,' ---- ' ! if ,/ ~~ ,';~~'\';~~~ '\ . \) j \' , , ' \,,,,\.,, \ \ \ j \ \ \<:)- f.\::, "'\'1'" ., ""'z), ~ o o . . o ..- (\1 o o (\1 (\1 ..- uJ Z ::J -, \ \ \ "....-., ('-'-') r-r~ !~~)(':-) ...t~:-/ '; j '--" \ \ NEW CONS1RUC1\ON fENCE CONS1RUCl NEW PAR1\AL WE-S1 S\OE- p\-A1FORM WI CANOP'f CONS1RUC1 NeN EAS1 S\OE p\-A1FORM WI CANOP'< \ \ CONS1RUC11'NO ELEV A 10RIS1 A\R 10WERS & ONE PEOES1R\AN CROSSOVER '" \ \ MOOlf'{ E)(\SIING fENCE AROUNO NEW CONSf{\"UC1\ON ....",-;.';'. \ \-~ \ L~ \ \- ~ \ \ \~ \ t~ \ r- \ r-- \ CONS1RUC1 NEW EN1AANCE WALK 1\E NEW FENCE 10 EX\S1\NG fENCE E.)(\S1\NG fENCE 10 REMA\N \ ,,~ () .-- c~,J $C~':; _\ t:' \ ,,' \tV') $\ \,,( ,,-.~._f 'V n \ ,- __ ,___,_ -,/ he> \ i" \ \Ui'1 \ r-'- .-~ \ ., \ _./ c~ I..."..~\ \\0 \tJ ~{L..; '" (1' r. f';"', _ - ,__1"c:~c' "",- t("'" \ - ;- ... _:_-::~_-:::,~:_::-:_\~\..:::!J ('~"'." ;,. ,,1TJ~ . _. . , .....j' '-J.f.;' \ ;' _'..... '-L~) ,. Q-""" /\ j,. !-::;..:;...., " "'" \\: /i \. \.(L<.~~:".:.~:.,<,~1.1 ,/' \/ <\,-::~~,,, ~ p' :~_./ j_.. '\\ 'i<..J.J)- ".'A\ ( . f _'''. / ~ '.. \ t...,'--<) '<~>_,.' @,:.\",,\ '.\ "-ik \r" Cj~\ ~'O '\ il _., \,~ i\ \\~\ ir> \~~ J 6) \10$ i.1 IV ':,' \ \\ "Ii" ~ (~,\ .~" ..... I\.......--:'::~< \ .~ I , ' \ .::-~.: (); \ \ \. \i I \_ .' \ ,'i ' \ '\ If \. ,~. ., . \\ ! ! f'''\' - ; "... ,\ 'i f \..:.1'" ," -.'\ ' '; n-;-f r.T"~ \ '- I i" .; (:'l () \ \ \ " ":" ~.:, \\ if ' \ \ \ ' ',1",. _. I (-;).' . d \ 'i:; .' ' , , ! !' )i\ \;\::". ,,-,'" ',\ \~.1~~ ~ .,.\\,/ '\' _____ _ _ : ( j! ,i \. ~.. "-'." ) \, >~.\ _____ ,_.::j \ ,.~j // / i \'8,.. . ".,.~ (~\\, _____--~ 0" ----- \ \\" \ \ t.<A~ \ , \- \-- \ \\ \ , ~ ,. ~ \ \'. \\ II I' I \ \ \\ 1\ '\ ,; ; E)<.IS1ING plA lfORM 10 REMA\N \ \ \,., ~ . f ......1 \ \ E)<.IS1\NG AC1NE 1f\/'-C\<. 10 RE.MA\N \ \ " \\ " " II II :.\ \\ Ii \\ \\ ~ 1, \ :\ ,\ :\ ~ \ " II i ~ \\ II \~ \\ \ II \\ \1 II ~\ \' \ \ \..." ',\:5 \ \, , ' , "I . \ 1 , . l. \ o-M\ \ :. \ \. \ \ \' '\ \ \ \ \ Ii \\ , \ \ , - , '. '\ SCAL€.: "\ II ~ "\ 00'-0" -r"'I '"1(\% stat\on subr0\tta..\ - ...--------.-..' ".._,_...~------- ....------ oeS\GNEO BY ORA \NN BY C\1eCKEO BY APPROVeO BY OA ,e APPROVED , ~I<ING ANO OROp-Off {>f\EAS A~E E)<.ISIING, NO WOR\<. IN II-liS CoN\AAC1. ' 2. SEE ORA WING AOO8 fOR plA lfORM lA ,<OUl l~f~~~~:~iNG LOO1 &. LOO3 fOR lANOSCAPING &. IRRIGJ'.I\ON INfORMf>..1\ON. _ _,,-d- _d ----------"-- ..-..---- ------. _.- ...--------.-..---. .-.~-~., - ,,-- \ \ \ \ ----- \ , j (~) ~- \ \--- \ \-- \ L- \ l- = \ \ \ \ \ Cir:') ,"-,,'- ,...>...... ',.:..t \ ~~ ~ \ ~J \ \ - -\ \<T 0;. 'ftj. o \"/1 d'''''--'--' \ \",~ ,,, d''-'' 1.,~".._.,..._. ~,.~~~ CONS1RUC1 NEW BUS CANOP'f , "'. '>"" , '\,'. \\ . \ \ ~. " \ \ ~ = = = = \ ../.......... \()\ \ \ ~~>,,~ \ \,~ \ \(, . ) \ '::J \ \ 1 1 ! : , . i \ .- . // .I .' :tt " ;;.r<q \ (- . .."../ \, \.. , \ \-." " ,\ \" ~ 1 .." 0""" ,,1. ;;r.;},:_ _-- ,'~' \ \,tP / ,~jf\, :~= ~):::" ~" (,~ .~il1;, .. '-'-, "", \ ({y) '"J "","',. ;~~~ \, ... ""....;;;trf,;.:. \ ~, . \. I ; ... -v' ' \ '~. <. ", ..,.'",.!f "\", ' . '...J!t~ MOOlf'{ fENCE {>f\OUNO OEMOL\1\ON \ \ L- \ l~ \ L- \ \ '" r- ~3 \ \ r- \ r- \ OEMOUSH EX\S1\NG fE.NCE \i e ~ \ f'~' \ \\~1~ ~1 \ \~~) \ \; \ .- -;;,'. \ fl \ , / ~~~ \ ,. < --'/ I '-1 '" __ p ,'. -- /:pr ,I 11-"'\ \\ tY\') i , L .J \ i . r;; - 4:l L- r;;l _, IL:--~ \ \ {(:)i r (F. -J \ , .' ,~.:J; (;-.:\ ",. ~ . ,cc,c'=c\ ,jo '''1 \ , i",., 't~,~ 11-"'\ /1, 1-,- ,r-~' I '"', \,"i \ (c::'~~\/ ,{.,,,j ,\ '~'.., ,:~ \\ .\ \~\ ,"\ '-I I, ... \, o \ \\~ " \~;, ' " . \. i'::~~;> i., ...\ \ ",\<1'1 i \, /\ \ \ \\ ;: l'( ") - "I ii I > \ \ .,\ .! I '. ~I i! t ' \ .::Jil-"'l \\ ~\i i C',j, ~\I \ . i I : I ,"", \. \ \ !!, I:, \~> \ ~". ,Ii \{:) \ \ .~ , .'!" -.'.> \ _____ _ _ " ;1, ,,~ ) _____ <:::;:/. \' " " ('J ) - \ ",- ~, \, <0\'~:.. ' ~~:" ~, </0 - .' -'" '. , -- - \ ------ ," ----- \ \ \ OEMOUSH EX\S1\NG PLA lfORM &. SI-IEL 1ERS NEW CONS1RUC1\ON FENCE \ <L \ ,I \\ '-' \':"1 j '" . 11-"'\ , r;\\ \ \ \ ~\ \1 \ \ 8'IS1\NG AONE \fIAC\<. 10 RE.MA\N i\ 1\ ii \\ II II ~ \ " \ \ 1\E NEW fENCE 10 EX\S1\NG fENCE ~~ E.)(\S1\NG fE.NCE. 10 REMA\N UN1\L PERMANENl fENCE \S \NS1 ALLEO '.fA \ -:" \ \ \ \ \ " \ '.\ \ \ \ p\-V~,SE. \\ srrE. pLAN SCAL€.l) "\" ~ "\00'-0" ~~~~ IR\_coUNIY RA\L CONSIRUC10RS SEAL ltl\~\lA\\.. \R\_coUN\'< COMM\JTER RAIL A\J-n-lOR1T'< G0 \NAP GJR G0 6/"\ 2./02. \ j COMPLE.\E WES1 S\OE p\-A 1fORM WI CANOP'< \ ' \ -- \ pHASE. \\\ srrE. PLAN BOYNTON BE.I'.c\-\ 5T A T\oN Genera\ \ntorrna1\on - PhaS\nQ p\ar oPA\N SOUI\-1 fLOR\OA RA\L OORR\OOR SEGMEN\ 5 PROJEO\ - ,--------- ----- \ \ \ \ \ \ \ ,':) r.'....... '-.,,:~~-;) .~>~~ .J \ \ \"'\"\} 1;.,_ "\' \ \ "..-'-..-"-' \ \"..'..... \~.., .-- ~- ...... ',~~ .....",</"tlJ \ (;::5\ \ \ \ \ ;t~"....~ \ ,-----'" t. J\ 'l~. I J .... ~J J ,,1'/ .' -- ~.;~ , .,/' ,., " : ../' , " \ \ -', ~" \. .'. '., . /1 \~' - _".~' ' ;;11;':', ! ~.~. ~"''''~~,~,t~~'~'~~~-y)'; \ 'jp )" .j~:' ._..---'1< ()' . / /N..... t:l-~<::':: ~~~l :~~~~~ '-,~ "'\ ~~'~\ \... \\' \ \' \. ...., -cr, .. '.....-. ... -" ::~; " \- 8 --. \ \-~ . \ l~ \ L- \ \ r- (<3 \ \ . \~ \ \ \ \ \ \ i(!:'~>) "~, ~, '!'.. f,'(.'~\ 'i,.,:~) " \ \: \.\ , \ \ j,"'. / qJ; " \- \ \- \-- \ I, ~y \. ,\~ j.-; \* \ ' / \. .... /_- _ ____-\' \ . ,tJ (C:-';j'J 'f( <~, ,-- \ \\\ \, @ \~~ ,\\\, , \, .- \. "*~ '-'~k~~ , \ ,~, ~ \': "..~ r":') I . ,-"" \F) () i '........ \ j'"""'"'- i \ \:~) \ ...,.. ; /.--.... , \_~t \ \. ...,.-.... .. i , (-..... .:C;:..i \ \ ------ - - -'1 , \.\ :: ~\ . .\ \ : !. ~, '-.: ~</ .. \ ! ,/ (~) I() () \1, Ci \~:) i ! )(~ /'~. \\ . ...~~,,) ~- (,.,.,\\ . - -,." /'''-, ~ \\<" - " ;.~;'! ..... .<\ . " \. \:., () \ \, ,,\- \ \,\ ......~- ------ - - \ .\~ \ . :"Y:~~'S. SCAL€.: "\ 1\ ~ "\ 00'-0" TURNER ASSOCIATES ARClHfECfS I< PLANNERS. INC. florid'" Reg. AA0002827 201 S. o,,,nge Avenue. suite 250 ortando. Ftorida 32801 (407) 648-2755 '-'" ~ TR\-RAIL CONTRACT NO, NO. 00-834 CONS1RUC1 NEW 1RACK '.\ , \ , NEW \N1ER-1RACK fENCE " , \\ I' \1 \\ ", E.)(\S1\NG 1RACK 10 REMA.\N \ \ NEW 1RACK fENCE. , \ \ \ \ \. S H.. \ \ (j) w ~ o o (j) (j) <( a: w z a: ::> r- L: (I) (j) ::> 0> $ "'0 LO o o ~ <{ o ~ <{ I (j) en en (I) E CO c (I) iL ~ <( o o o r- ~ -., "'" '",- ", " ~ C\J o o C\J C\J r- w Z :) -:> . . "'0 Jg o 0.. (I) 1\1 o A REV. 6/12/02 DATE "" "" " ", "", ',.,."-., "'-.. "\., ". \ GET BY \ \ / / \ \ / / / / \ ..'........ ...- --- ,~.- ..-'-'-- \\ / ,/ ,/ I i , 70% Station Submittal DESCRIPTION -- . - - " . .- _.~-- -"'-""'-"""'- / / \ \ \ \ \ \ \ \ \ - - - -- \ F6'l I L I' \ TRI-RAIL CONTRACT NO. SHEET NO. 11 PROPERTY LINE LIMITS OF CONSTRUCTION AND DEMOLITION / I \ 4 : () '.. '0 .... ..'q \ , .. :: ..' >1 ) '. " ( '. '--- T rf f~( 2 -'-- - NOTE: ACCESSIBLE ROUTE IS IN COMPLIANCE WI SECTION 4.3 & 4.6 OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. \ \ \ - - - ,~-"^-.- .... ---- DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE APPROVED ---- AVERAGE FINISH FLOOR ELEVATION 24.67 (:) 1 '~,:).~, ,;~ \..:j :,. " I /' Q"'- .'1. " ~--1;,( F~- " 1 0- --1" 1-- -< Q: .\',ii1 __ :---1 '," ~-- I -- . . " ; '----'< ~L~ ~--'k' 1 . '\l ~-~. 0 ~-- . ;:(,~,\~\ , : F= J 7"' L ~l= , "!} a '-13 -- . :. --11= .~' ,",' -!F=~ ~ . 'L '1' := I. I = \. .-' "~' .' : ! I,'': i--It-I- _.-J1,' . L\_ - -1_= 13 /' . = . \ ,...../..., "'~ ~:-B-: ." -[:]- I - : \ i ....... \ \. 61 "'~( 1 I (-", l \-----.~ \ \ ~:~. ~;-;. I , \ i i : \' . -8-: , r:I i 1 !.. i:,\ : ' i. . . ..\ \1' J~i I ";<; L.:..fJ_ I ..... " ' ..' .... J" · \ ;.0 ,/ )~\~ '. ,:",'-:1\, il :'" ,',"'''~, \: ~"~\ (' (~~ t:.,~ -B-L :!~ ), 1/ [:]- ~ \ \," \., \.. \, '" i' \ .. \, \..,\, _.... "\ \\ \. \ ~r~ I-"~I :.'] '; ~--- \ -. '\ \ ... ;\~') ) ,!, I () TrJ:~I~~~g~~'. \;~1> I/-~" ~.- \ n \ \/! lie, I / , :,' ..., ~'" i, Le'; '\ ,.~ <,. .J' r--1;:, 1---0 , .' "t;;" "f' !. I. I ! ..' ! :. \., ", 1~': I """ -- - '-<'I'f.,g - -1. : () r- - -- Go I .. ',<--~ f----' r I " I c. EXISTING PARKING AREA ) 1 " "\! \ ,I i5':;@il: -1: ,( r 1:- "I'. ,! ';H , ; -- -- _ _~" - ll, .... r- ! ~ I ~,' 1 \ i; , I l ! .'1" / / 1. \ {.1z,\' I. i \ Ii ......... .., · \.1 \..i.-<.'! I' IJ~o 'I '.: I" ( I , \\' Ii \\ \ .... .. i i ,~__, \ \\;)! ,'L_ I/o ~-- ! \ \!I ,-- i_ (I'> RACKS ,,,, _' , 1 ~ -:Q YVIDE. ... "C) 'Sj 1::'Y"';;~; ~ (j\ , ~~. - - - . ' I ,.. - ", -C) ': B \') : \~ ' \-;; Sj \.-r ,Sj '9': '1 '..' r'''1 - \ "'I '- ,) v - , /~ (-" \ i ~ '\ l \ \ i' \ i '::I: i ,~,____ ....-' '--,~.~. '.' --' '.'-Wl' .. ..,.. : : ., ,It \ I . \. .. , ,! I ': .-_- -."", ) ( '. ~~ ii' i i !' ,L.. 1.. .L _i '...., ~, . '. '_ _. '(:..)J r -"'"" , !i : ,....,. t 'z~"l i..._. _ .l ._.-., - 1_ ,-. - - 1 --. \ , _._ ..... " \':_:J\ (~ 1 - ~- r H .,0;.' '7, ~.d \"u.....1 ,., \ ,....-...,-- '- .f...} I ~.~%Ii~'::..--'",,,,,,--,,,,, \~:'::~";""\.""i:T''''T'--r''':'f~''~'' C /,.----,." --",._<:\ r{), - ...~r-' .' ..0 !\ ~~:~~;,:;0,O"'~\ ," "1'''1''1 ~. i i' \ ! , \. I. it. ~ II ,"'\. ..,"', ',"[ iI . \ i : ! : ! i :.!.!, i ' \'! i i I / / '\\ ~:)) 1 !' ( . () - I; i \. \ I. I' : j' \ \ , \ I \ \ \ I '-", ~ / . / \\ A ' !! I :,,-) , \ \ \ I I \ . , "'. \ (::""'::':~':-':;~'.. 1/ \\,'" it:', ,.,.,~ ('\ / i , "',':::: '.:'::.c _ "'~ tS:>'\, ''''- i / :\."'..1 ,'.:. ( ~<<" '\'" .....'::,. t" r':/ ,~- .. '\'" \'.\ '7/ j-: (~) .. ..... \,\ \\, /'1-'" (':' " ~.' (.:- : )/ .' .~\ \ \ :.. '\ .I /: ;' EXISTING \ 0) ','\ ;~:i- 18 '-'. ) " BUS DRIVE i '.;~ > ': etJ' )1 (---.:(..... = I.' I \ [ I i ! ! Ill" .._,.~.~<~, " ,:':.:: '. ,\ ) :, .' ! 'J! i/ \.:/ . ..> EXISTING I' 1/ .t~'i -) .', , ( II if / '1..~..., " " PASSENGER :~ I!:,' /1/'/ / I'.~', 1 . '. PICK-UP & :.j ~\ I'.,..:.. \,' J :0 . DROP OFF: j i 1/ 1/",\ (""', ,:/" - I 'Ii ,'( \:.; , ,.' ( ,so :; ( DRIVE~ 'f /j iti r! C'I - .I ,:' /.1 // I )d:'\ ..'i I /' /, f //' (S:// if \ 1:~ I; ',. - .' ' \ " /"', ( ); .: '. ( ) - - ~,,~'-' . ._-. .~ \ \ \, \\ ~.) " e'l" ," ....... ".' ' ; , \\ .> . " \\ \\., 15 ;, ('" (~ \ d_ ':t q. ~ 9 -..-....-.." ....- _.~ .... .__.-'~ .- - ._0"- .--- .. .--,.---'" -...--,- . ---- - -- _.- ,,, .. n""___'~" .. ,....- j ! - - -- -~- ..-.~.. ...-'-' .-- -,.-- / {" , ! (~.__......\ )fb ' '; .-,...-- 3 (J. , .. ~: ~ ',' ;.. . ..,e. : '1- "'\' , , ! . \.. ,.' < EXISTING PARKING AREA ) ."''''-, ' : 'I \ \ ! , I I (I ., '; I : i ! \ :: \ \ i. \ i \ i ' I i \ \ \ Gi2 (- \ \ I, \ 1, 1 ,\ i, \. \. \ \, ~ \ \ .". ; " ; < .\.r.. '.~ ....:. ., l , . 1 "I, I L I . I ,......... ~.,7.r;',:.;;<<';7J \"..1.-1. ..i_.J... .~:=~~:.---;::"~~..,...,::...., J i '.~\ ("/.r,':I."-://~%~,%,,, : l ~ .&%t(w~&?m - h_ .--,. ...----.- ...J ~-~:~~:',:._.. -r" -"-T-' --r"'-"'-i r.~.- ...~y \. "'T.' \" - -r ,- .. \ f..~:';(/"':'.:i2Z~~ . ...........,........,...."-...T..! I \'..' , 1 i. . I ' : :\ ' vi/ ~~,. "U-1 \'T" \ \ \ \ \ !\ \ 1 q:;"~ \. \ 'I \.. i ; \ \ 'j \ '.,,--. Iii i Iii ';' VI 1 '... / ! ! I.' : L/ ~ \ 1 ! \. \ t. \ I.! I', -.l....-... \ i,,~._) l' I I ' . ,r. 5 1 F ..\ \ i : , ('( ": (\. ' :'.~'i \:.,.,+..\..,1-,'.... ,\..~l~'i~ I \ . ~ i - \. ' I.... _< J 1) < 7 \: II .. '." , \. ,) ; ! 13 1 ..,,~. ". @)I \. :; y'\ :, \: . 1 I I , , \,) /.-- ~- II I I 1 ' \ '.. . '....." '. ..' ..... . ... " \ : .. 1 1 ~ i "';': , ' i : /", i."\ ir~ . \~:.; i \ ... '\.) / I ; I' 10 6 .- .. Ii 8 < EXISTING PARKING AREA ) .'i i[ ..... " \ . ~. ~. '.. i ~ ~ i\-.\..t:l\\.\ ~; Iv "',i: .. : : I \ \ ,- 1 , , " I " \ \. \'_ .'. \ \ j \. ! : I \ \,' \ I \ t '".' ; J \.._..1' \ . \ ! ,_.'" .f 1/ i; 1/ ....// / ,,/' / ~\ ,\ .'I!' r>>' 0;:!1 'i~.j:)/~:,/ /_ ...,.~-r- -.-..:- .~.. ._,__ n' .M u_"..__....- (,__._.,..".-....... ----.. - ,i 14 j: I' !; I, \ I L - II Iii! \ \, ! ",~ /' . .... -.' ,- ..// < I; ~ Ii /I Ii Ii I, !i 11 Ii " Ii I !i ii q 11 i! I j: [,1: i: ) EXISTING DRIVE ....._._._.... .,,_.~" c" _. ....... --------l\\ \\ r, .. \. )'.. '.\ ','" \ I .i,.' ~\~'J, J "-'.uw:' '''0r'.- \ . ; i; '"., ( --.-" -.-.' ~.--_." -.-'" --...- .. .,-...-- -- _.~-" .' . . ~ .- _' .__"_ .~"U'."._.' ....--.....-..->- --" -- ~.., .. .-.-..-' - -- - . "--~- - ---- .. -+ - ,- ---- \ \ ill. ,- i ~~ i l I I I ~ or- : / !. I ,.... .....\ Qr"-' [~,'J "l"~ ( ;. ----- - ---'~' --,~.-.---- .~,,--- _.--- .- .-' - u___. - ~ ---- --.-. - - ---- EXISTING ACCESSIBLE PARKING SEAL GET WAP GJR GET 6/12/02 ) EXISTING TAXI AREA l " / '. @ ," . j ~ . ...: 0, I " i. IT \ I .' 1 :: '.:.\ . ": ;i [<"3 . .~~~I:Q:~ "r ( Ii . /' ) ~~[R1~ -7 1 TURNER ASSOCIATES ARCHITECTS &- PLANNERS, I NC, Florida Reg. AA0002827 '; ., TRIARAlL ~ 201 S, Orange Avenue, Suite 250 Orlando, Florida 3280 f (407) 648-2755 TRI-COUNTY RAIL CONSTRUCTORS - TRI-COUNTY COMMUTER RAIl. ,AUTHORITY 00-834 NOTE: 1. PARKING AIND DROP-OFF AREAS ARE EXISTING, NO WORK IN THIS CONTRACT. 2. SEE DRAWliNG A008 FOR PLATFORM LAYOUT INFORMATION. 3. SEE DRAWliNG L001 & L003 FOR LANDSCAPING & IRRIGATION INFORMATION. 4. ALL FENCING IS VINYL COATED CHAINLlNK SYSTEM. 5. WASTE RE~\t10VAL IS BY TRI-COUNTY RAIL AUTHORITY CONTRACTOR, COLLECTION POINTS ARE THE WASTE RECEPTACLES LOCKED ON THE PLATFORMS 6. ALL PLANS SUBMITTED FOR SPECIFIC PERMITS SHALL MEET THE CITY'S CODE REQUIREMENTS AT TIME OF APPLICATION. THESE PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: PAVING, DRAINAGE, CURBING, SITE LIGHTING, LANDSCAPING AND IRRIGATION. PERMITS REQUIRED FROM OTHER !PERMITTING AGENCIES SUCH AS FLORIDA DEPARTMENT OF TRANSPORTATION (FOOl), SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), LAKE WORTH DRAINAGE DISTRICT (LWDD), FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), PALM BEACH COUNTY HEALTH DEPARTMENT (PBCHD), PALM BEACH COUNTY ENGINEERING DEPARTMENT (PBCED), PALrv~ BEACH COUNTY DEPARTMENT OF ENVIRONMENTAL RESOURCE MANAGEMENT (PBCDERM) AI\UD ANY OTHERS, SHALL BE INCLUDED WITH THE PERMIT REQUEST. DRAWING NOTES: CD NEW 251X400' PLATFORM @ NEW HANDICAP RAMP (MINI-HIGH PLATFORM) @ NEW ELEVATOR/STAIR TOWER WI PEDESTRIAN OVERPASS @) NEW EMEIRGENCY GRADE CROSSING @ NEW 20'X400' CONTINUOUS CANOPY @) NEW INTER-TRACK FENCE, SEE TRACK PLANS FOR DETAILS (j) NEW CONCRETE APPROACH WALK @ NEW BUS .SHEL TER @ NEW PLATFORM FENCE @ NEW TRACK FENCE, SEE TRACK PLANS FOR DETAILS @ EXISITNG RIGHT-OF-WAY LINE @ NEW RIGHT-OF-WAY LINE MODIFICATION @ NEW FIRE HYDRANT LOCATION GJ EXISTING TRACK TO REMAIN @ NEW TRACK ALIGNMENT OWNER: TRI-COUNTY COMMUTER RAIL AUTHORITY 800 NW 33RD STREET, SUITE 100 POMPANO BEACH, FLORIDA 33064 APPLICANT & PIREPARER: TURNER ASSOCIATES ARCHITECTS anld PLANNERS, INC. 201 SOUTH ORANGE AVENUE, SUITE 250 ORLANDO, FLOIRIDA 32801 SITE AREA: 99,225 SF - 2.28 ACRES STATION AREA: PUBLIC TRANSPORTATION USE 21 ,000 SF - .48 ACRES OTHER IMPERVIOUS AREAS: (PA VEMENn 23,500 SF OTHER IMPERVIOUS AREAS: (TRACK) 17,000 SF LANDSCAPE ARIEAS: 20,600 SF OTHER LANDSGAPE AREAS: (NATURAL TERRAIN) 13,050 SF BUILDING HEIGHT: 47'/2 STORIES PERMITTED HEIGHT: 45 FT/4 STORIES '2-"'2.. c /,.)_:> - PARKING PROVIIDED: 329 REGULAR EXISTING 15 ACCESSIBLE EXISTING 4 LOADING SPACES (0 SCALE: 111 - 100'-011 SITE PLAN ~""w - BOYNTON BEACH STATION Overall Architectural Site Plan ~ - - SIOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT DRAWING NO. SH-A005 :\ OJ S ""0 (.Q o o \... <{ e <t: I (f) m m Q) E a1 c Q) i.L ~ <{ o o o r- C\J o o C\J C\J r- w Z ::J J . . 1) m o 0.. Q) +oJ a1 o (j) w ~ o o (j) (j) <( a: w z a: ::J ~ \ \ L: Q) en ::J \ \ ,. / / / ./ _/- ... .._._.-_.-.-~... ~~~) [~~fJI ,..,..------ ... /' ../..~. ..' .-..- /- -- / ; Sj'1 ! ' i : . ""v''c.., (,:~) /,/' / ..-- --- . -. . --~- ,) __ h _l~ ;, ij. X-X-Xi8'J X-X-X-X-X x x "''-,-. \ \ \ \ \ \ "' """ \ """ "-., /",...__m_... _ .'/ /"'....-..-'. """"" I I . I \ \ \, "....., " ~'" -..........-... ".....-... . .....-...,,, _.-c--'''- ........... ,/,/' I I -~ DRAWING NOTES: CD EXISTING PARKING AREA TO REMAIN ([) EXISTING TRACK TO REMAIN @ REMOVE EXISTING LIGHT FIXTURES o REMOVE EXISTING STATION STRUCTURE @ REMOVE EXISTING STATION PLATFORM A REV. 6/1 2/02 DATE GET BY 70% Station Submittal DESCRIPTION .,.... "'....... -'- ......... .~._...- ". "~ '....... -....- -~'-._- .-.---..-------..-.-.-.--- ....-...!-..I'.. ./,.,r-"'....~;:. ;1 0 \~ (' '\ \',__,OJ! \.....,.J./' ./ " '-.. IJ -/~~,"""'I"''''''' , . I ~ ~ . \,'....,.....J.., ~_ . .. ___ _ r-'~ "1__ @ REMOVE EXISTING CHAINLlNK FENCE (]) REMOVE EXISTING SIDEWALK @ REMOVE EXISTING TREES @ EXISTING RIGHT-OF-WAY DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE APPROVED - ---- --.-.- . , f~-'~~, ';. '-.. ij ',-<~, ---.--..-.' .--..' ..-,.,.-.-- .-' -"... ~ /" "-., " / / '\\ ,. ./ i J ! / ... / / / "./ // .///~'/ / // /' /",:;~.:.~-~~,,~....,\ ... ,I \ ! i , , : I ! I / .! / i .. i I " ./ /", /,/ ..- .?.......... . /<~.//" '-',......., ~.-,.~-'~ ../.., ~ '., ". ." ..." ..... ~ ...... ~.r .,' -.. r:=::=='::-:.::-.:==::=-riJ:.:::':::::_:::: :~::/' ../ i .- "' 1.. -,- .-......-. GET WAP GJR GET 6/1 2/02 IJ SEAL rt:> /"./ \~i~~~;;~ r~~~~" / //~~. '..... \.. "", \. \, \ 45 45 4) eJ() .. -." ,-' \ i I I i ..............'..- ,.....i 't Il. .J{) i . ~ ._J (~:~~J:) .J{j .--"-"--- -"'-'----- .~- 45 / ,..-'~ '-'- (;~>.)) ..___n , .---...- _.- .... ----" -'\,. '\ I / / . - --.-. --.." ...-' ..\ ./' ---:...-' ...- .-- / / ./"./ /// ./ / " , " ./ , /1 --. --......-..-""";:\ ,.,/ ((:;~-J) ", '-.., ....., // '... ." ,,>>'.'/ / /' / ./' .,-.-' /,,/,/,/ ~:~;.~'~::~~\ t, \ 'J ~~) '\.'-:-.::.--<:/ ((-.:i) !~)..~..,-,;'~ (C,::)) > /::.~-.... o //r" -'\\ ~ !!,,;.l ~\ ~ (;>'~..:::::, \~~ \::'::.':::.:::/ <:.:,".:.tJ ) (0 < K~J ,----, o 0 L__...J !< o ! 2 ~ mmm_ am m ....1 _.~.j.._,_._- ;II / .~/., /~.-' ~ I l' I " t.. -.f). .-- u ~{(ii , 1""..v........I\ [ 'j I., ~ ~ . ....'l._~//'.\ \ I i ~:~ ~ <.\ ...__._ .b~.m~...'..... TRI-RAIL CONTRACT NO. SHEET NO. 00-834 l~.___ _._ - .' ~ ~ - ~. . ....., \ ) _./' / \ \ _./ " ,// ./ / ..."",,/ ....\ [_~J / -<I) . .r.. ':~t{- /" //,r,'""""_\ \ ~ l' '1 0 '\ . \ . .' " :.. t: :) \, ,/ . ~ ..' " " \. , \ ,\\4/ h ~~~) '.-r.:;.(.. , o,~;~~~:~;...,.... I _/' / / ~(:'~.')) ._._.._..._.m.____..........~..........- . 7 ........,. -.... ,~.~.- / I. -~ s ~~~~xl L' X X I - I Lx=x = >! .,,/ /' ......". .,.... ~ '....\\ /, .' /.,./...:;~~f\, (0 //,' ..._c~tE:~ . ,,/' ,....r_.'-., /,'" \ \"'" < "''-, ..... '-., : i , . .....,~ -. 1J~ ~ ./! r X X X · ~.xl~~~~~xpi XI ~ X X 011 . L = = -, --1 _ L - -=-...J J_L~ -=- ~1_ J \~."\ "'..' . .~. IJ IJ ':::jl I . I -....j NOTE: 1 . REFER TO PHASING PLAN A003 FOR SEQUENCE OF DEMOLITION. 2. REMOVE EXISTING UTILITIES TO SOURCE POINT AND CAP ACCORDING TO AUTHORITY HAVING JURISDICTION. 3. PROTECT PUBLIC AND PUBLIC ACCESS DURING DEMOILlTION. TRIAIWL ~~~~ ~ 7 TRI-COUNTY RAIL CONSTRUCTORS TRI-COUNTY COMMUTER RAIL AUTHORITY TURNER ASSOCIATES ARCHITECTS &- PLANNERS, INC. Florida Reg. AA0002827 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 (LIMITS OF OEMOLmON I I 0) SITE PLAN SCALE: 111 = 401-011 ) ~I~ -?J I \" i. \ \ '" .'-" . -, ....--'.. ..' . . . f ... /' \ t,~"'- ,-;t~ ,/ / / / '~~ ,,/ . <i/r ~I~ 'l~ BOYNTON BEACH STATION Architectural Demolition Site Plan i 1 SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT ~ II DRAWING NO. SH-A006 _~_.J ~ <( o o o r- C\J o o C\J C\J r- w Z :J J . . u (l) t:: o 0... (l) +oJ a1 o (f) .--'.' w ~ o o (f) (f) <( a: w z a: ::J I- ~ (l) en ::J ( < ._ ____.___ ...__n..__. _________ .._~._ ____.__ .__ _~.___.___..~.__~..,"_____,_.._._._,.__.. .--........- .. --".. -' .-'" ~ ...-. .-' .---' ~---- --.._~ ...' - . ..'. .,., -.---.--.- .-~.--- O "'-"j fe'-'.) '. ...- "'=I. CD ) ~... .-...." . --.. "'._- .. - ,. --.. I. .. f---D --0 Q) $ u 81') "- <( o "- <( I (f) OJ OJ ___...J.-~.J..__...,._,. .. (l) E a1 C (l) iL A REV. i! () ii "'"":", ( < < @ > ' ---- - - ----... ~ '. , '-., '" "'-, , , \ - - -,....... /-_.-...... '\ .' \ . : ; ) I ! ,..... i ! j , /.,. ! I / .I " i I ,t' / ,/ '..:. / /./-"',,/'/ /"' ." / // / ,/ /// -- >-., / / "', .,.- /" "- .... .,/ ,~. .. / -' .. .".,-- /" .' -' .. /" ,/ '" ~ "', '-.... , ~.". .." ..--....' ...... \ "" , " \. \ ! \\ \t \i I \ /....-..... //"'-"J'\ (~ 0 ~ I ,-\::::::~~~~/ .I "(~~,,< " /' \J~;~t) ''I' (?:-~~') \. ~~:.:-:.<~ " J / / o CD "-, /" '''<'>~'.I/' ./,<...:../'" . (..>;::....~:.. (,\,~_l ) ) ././ '" (~)-.:-.:.::..:; ../ . '0'~))\ ~J; .~-- ". ~./ ...:;,r\o._." / \ ~~ c ~) -",., _..-:,," .\'1 . 'i~~>F"" -- .\s........-..,'I- ,..... ......", l \ ',~ .7 ,,)" C' I.~ , j .~ .,. ....-. ". ..,,~...-~/ " v ~ ~ '--' , - 1'1 ~ n;>f>( DRAWING NOTES: CD EXISTING BUS DROP-OFF AREA @ EXISTING HANDICAP PARKING AREA @ EXISTING PARKING AREA o EXISTING KISS & RIDE LANE @ EXISTING BI-PASS LANE 6/12/02 DATE GET BY ~. /f ' , !\ J ~\~\ \'. :.~;t\" " , ~ '... !..... . ~-:: "1~'1 t- ".:;:;:.' J"""- 7 i I I ~ .. ". ~ 6 7 e-t0 .-'-.-'- .-- ---'I 1..._ .~~-- e-t0 , . --~-~_.~ - -- --~.--._._.... e-t0 . _,_"""_' -.---......--...-.1 ,.. \ ;.....n__.. .... ....__......--.1 e-t0 ; :n .... '--"-'-"1 \ i I I ! _ ___.~J \-......n._'___ - y :!.. ~ . 'n"''''''---' CD :-_.,--- \ 2 , . ~..___._..,..~.._~.._____.J e-t0 _._"__ __r...--.....--.. e-t0 r' ..... --,.. ,_.... .-.' . -. I~ '_______n-'-...-.,,<~ , (;;~.2~:;:\\ \ I ~ 0 t:': I \ \ ::..:~::~.~~I \ '9",_.,.0;) ___. (C:~J:) 30'-011 @ NEW INTER-TRACK FENCE (j) NEW TRACK FENCE @ EXISTING TREES TO REMAIN @ EXISTING RIGHT- OF- WAY @ NEW STATION PLATFORM 70% Station Submittal DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE APPROVED ..".. .-. ....-... -. ".." ......,....,..- ..... \ .. ............ ........ ,. _.- ~..- _...,-- ...-.--.......-. .--.....--......----'....-..-. .".~.__..._..- ----- ~~ ,~.,_'_'_" ._~.__ ... __' ," n 001 ---' --' --' _._c -'- -- - -~~--~- o > < , -- _ C _ _ ____ .,_ ~e"~. --- -_..- - -- --- ---- ! 'J ...... .---.-- - -- ---~----- -'---. . _.-~- ) .-// ; --- -- ---- - . . , ~_' _ ~.______A__-::. f:;~~:~~,:=~=~- ::~~:::.~~::..c:.c..)~\t l! L 0 ~j Ii \.\;;;.;~~~.::c-==:;:--:=:::::c:=:::::::::::.~::/' II .).1' 1.,1' @ NEW APPROACH WALK @ NEW BUS CANOPY @ EXISTING FLAG POLES @ NEW EMERGENCY GRADE CROSSING @ EXISTING CONCRETE SIDEWALK SEAL GET WAP GJR GET 6/1 2/02 -.' - ~- ; -.-.-.."'-' -. -' -- 1 . ....- I - - - ~- ~~ - //-- I _ .:.. . h_'__~-'" \ I \,. , -' ~- - -...-' --'" ....-.... ,.. V a b ," '.'-.'-'r~;j i '-.. I ,,~ L, I 'i .. - .-........ \ .,.. '1 .,/\ ; ; i i / I , / / ./ --..... ..' /.- / / @ NEW FIRE HYDRANT LOCATION TRIAIWL TRI-COUNTY COMMUTER RAIL AUTHORITY ~ l .........'. ',.m..-..... '-'''- _..._~ --- . .-_.. - .-_. - - --- \ \ " \ \ \''-.. '. ....__,. - n. .-.-.- -.-",' .-..- .. ..'- .- ( I \ ",~.. ... ... _' - .__ _n_' ___ .; ..-. --~. .- -. -'- m --. ." "- -.-' -."'" o ._~. ..... -.-.... r.._...-.... < > .---...... - .-...,,, --.-...~._._.~. ( 0) ) i ,J . "'j - -~--~~..__...""". 1- , , , - <0 NOTE: 1. PARKING AND DRQP-OFF AREAS BY OTHERS, NOT IN THIS CONTRACT. 2. SEE FIGURE A008 FOR PLATFORM LAYOUT INFORMATION. 3. SEE FIGURE L001 & L003 FOR LANDSCAPING & IRRIGATION INFORMATION. 4. SEE TRACK PLANS FOR TRACK FENCE & INTER-TRACK FENCE DEl AILS. ~~~~ TURNER ASSOCIATES ARCHITECTS &: PLANNERS, INC, Florida Reg. AA0002827 :7- TRI~COUNTY RAIL CONSTRUCTORS 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 ~ - , /~'-'" JI,rP" { , . ,). ../ r I I ....,.... "'~' V"'_.., I~; ._\ /' ~ J..\ : .... I'J ~ " ':l 1 ",,-j" ,.".\..~~../ ~J 0 ...\~".....-....~ ..) ~) TRI-RAIL CONTRACT NO. 00-834 , \ \ \ ., ., \ , \ SHEET NO. ~--~- "Q> "Q>. . , t---- LIMITS OF CONSTRUCTlON 1 :4 MAXIMUM > SLOPE DOWN 14 I ~ '--' ~ " .u. (r= -~~~..~ -l;':~._ 1... ';l L /~ 0 j J/ 0 j ,,/ - - - - ",..,---,., @t- - - GA007 f---D .'......... ~,.. ,l~ ,:D 8'-011 30'-011 14 L@ ~ 1 SITE PLAN SCALE: 111 - 40'-011 BOYNTON BEACH STATION Architectural Site Plan r '-- ~. '--' -0- ~CX) C\J I m (Y) r '- --'~ - AfTff% 1/ , ~ll~ --- DRAWING NO. SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT SH-A007 II C\I o o C\I C\I ,.- w Z ::J J . . "'0 JM o a.. .m ro o (f) w ~ o o (f) (f) <t: II W Z II ::J r- t.: (]) (j) ::J 0> $ -0 CO o o \- <( o \- <( I U) en en (]) E ro c (]) i.L ~ <( o o o ,.- A REV. .x....................-..--... x /. /><" x .., .. '-"'-.. \... "--"\"'~ (''', ........',.-0 r .. \ " ._.-c- / .... / /.- X"" ....v-... . 1/ ~,'/ i . '-)'\ \,.~ 0 <\ '::. / .,..<~>~.._._~~.~-~'~.:...:.)~~~~- ..... Ij 'i :i ~ 1 k 'f " , , j':'-r-~ .I t:~---..--........- .....-..1. , \ l______.. .-....:.- .. .-.............. ,/ \, \'" i.......' ,.,') ; t / ! ,'j , , X // .. 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" .......-.......-.--. /\ / '" v\ c t':; / r' BUS SHELTER SCALE: 111 = 201-0/1 SEAL DESIGNED BY DRAWN BY CHECKED BY GET WAP GJR GET 6/12/02 6/1 2/02 DATE APPROVED BY DATE APPROVED GET BY 70% Station Submittal DESCRIPTION ........x'.~ x ..-' .,.-~ x / X / .,;/' .,// / ,,/.... ....../.. / .,..../.../. ../ '. I ./ .-' -::' ~=:i.~:;~~_:. -~. :;-'~ ',>': . I 103'-1 ria' .~,"~"V""_. /~, /! .. '.," (.", j"i~~ i_ ,,/ '(j- - ~ ,\ \ X ,~( \ i,l .....,.;. ~:K........ 1,',.,'\.1.... ...._.,...............,'\/.~..'_.'.\: ..<~{)-, '. ..- .........i"...._~_..'/ l_r__ i..-", / ,x >K .........\ \f(~J. >:< ~ /~ -+-- i / /' " ,/ ~ x. . ._...--....------..----x..- , / ./" X" "x X ..-- ." ...X_ ..,../.. X /x....-- ./ ,,..,,,~ '--'~"'" , ' ''v ~__. j .~\ lA '. i.) , ':::.} \ \ \ I ! / , i / , ,i ../ .~ .-~... _~_..I ",/" ,//" ...x )<E......-...--.....---..- '. I !~i' ., .k;xV< '0:" "J' j .' ~- " '. ".). .r><J , "~'r - 1;' " " ii ./ ._(~........._.. ..........-..)(-. ../"'.. ;x \ ....,...... X \ ...-x............--............ ..x-- X i. i \ \ \ --'X~ ". " "" , '. . . ~:.:~~:::;\~:~<:~:. . '... '..... . " "X \ x x . .1 \ " '" \,~ \\ x " 'x. '-. ". \ : , . .. " . ...."..~ 1 ./ ,)~~::- , : x...- ~ X-..... ". , .~!~~C " \ I " ..' , I \ " .;,~~;. / /! '.,' .... .~ ;A~t~\..:,. ~ -;2\ .-..../.II\l-.,........~ //,../ ~ \. ""-. . j , ' x-- .,~...... --x...... ". ~ -r~) II!! I. X ______.-/1'-- .--- ,u-'l~j'ft~':""""--"'''' "---';' 'X.- - -~ -.- .. .x.........-..--......-.... 24.33 = -c= T ~~- -I---~-I-- -T- I I ~ I I I I ~ ~ Cffi ~C~ f f f I I I I I I 1 I I I I ..J - - - - - L - _ _~..L =- _ ..J _ _ _ _ _ L _ _ _ _ ..L _ _ _I ~ ~~I _ "1 ' ' '. '. . . - :~ ~ .. : ~ . , :...1 , t ,J; " ..'"--.:.' ";'::j:, : ,i ; i \ \ TRI-RAIL CONTRACT NO. SHEET NO. 00-834 .~.. .~..' ", '. . ... ..... ,/' x x : ! .. -~'l <)J x / ; i / i x' ./""/ ,x ....././. <.r"\" . .~}..t // / .../ ~, ./ "".\ /..' "ik~jl :i:r LIMITS OF LN~TR;noN I I f I __L I f I -~- I I I ., .;. J ST A TroT\J 'EI'\lTRAT\TCE - SCALE: 1/1 = 201-011 DRAWING NOTES: CD @ @ o @ @ EXISTING CONCRETE WALK (]) NEW STATION ENTRANCE SIGN @ NEW BUS SHELTER @ EXISTING LIGHT TO REMAIN @ NEW STATION PLATFORM @ NEWTOWERSTAIR @ EXISTING TREE TO REMAliN @ NEW PLATFORM CANOPY ABOVE @ NEW 41 HIGH PLATFORM IFENCE @ NEW STATION CUPOLA ABOVE NEW 41 HIGH CHAINLlNK FENCE NEW CONCRETE RETAINING WALL NEW CONCRETE WALK NEW FIRE HYDRANT NEW ENTRANCE LIGHT NOTE: 1. PARKING AND DROP-OFF AREAS BY OTHERS, NOT IN THIS CONTRACT. 2. SEE FIGURE A008 FOR PLATFORM LAYOUT INFORMATION. 3. SEE FIGURE L001 & L003 FOR LANDSCAPING & IRRIGATION INFORMATION. TRI~IWL :=O=~~~ TURNER ASSOCIATES ARCHITECTS & PLANNERS, INC. Florida Reg. AA0002827 BOYNTON BEACH STATION Architectural Partial Site Plans ~ 7 TRI-COUNTY RAIL CONSTRUCTORS 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 ~ DRAWING NO. TRI-COUNTY COMMUTER RAIL AUTHORITY ~l 1 SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT SH-A008 !1 (j) ill ~ o o (j) (j) ~ a: ill z 0: :::> I- I.- ()) en :::> Q) 5 "0 (J) o o !.- <( e <( I (j) m m ()) E co c ()) iL ~ ~ o o o r- C\J o o C\J C\J r- ill Z :::> J "'0 Jg o f1. ()) -+-' co o 21-011 181-011 22 11 6 b I b 13 ~ b A I ih C\I b I ih ,t ,r i,l ~ C\I ih ", C\I ',"'. b , ih C\I 13 ~ 5fe Th I ih ~ 61-311 , I t- 11 9 21-011 181-011 EACH PLATFORM TO HAVE THE FOLLOWING ACCESSORIES: (12) STEEL BENCHES (8) WASTE RECEPTACLES (3) TELEPHONE BOOTHS (8) STATION SIGNS (4) IDENTIFICATION SIGNS (4) DIRECTIONAL SIGNS (1 ) STAIR SIGN (1) NOTEBOARD (1 )PAMPHLET RACK (SIMILAR TO NOTEBOARD) DRAWING NOTES: 201-0" 201-0" 201-011 201-011 190'-011 201-0" 201-0" 18 1 , ' " 18 201-0" 201-0" 190'-0" STATION TO HAVE THE FOLLOWING ACCESSORIES: (0) FLAG POLE (2 FLAGS) (1 ) DEDICATION PLAQUE (1) ENTRANCE SIGN (0) BIKE RACKS (2) STATION SIGNS ON CROSS-OVER CD STEEL BENCH ([) WASTE RECEPTACLE @ CANOPY SUPPORT COLUMN o MINI-HIGH RAMP @ 21 WIDE TACTILE WARNING SURFACE @ INTER-TRACK FENCE (j) PRE-CAST STAIR @ ELEVATOR @ EXISTING RIGHT OF WAY @ NOT USED A REV. 6/12/02 DATE 70% Station Submittal DESCRIPTION GET BY 4001-011 181-011 911-011 201-0" ----- 201-0" 201-0" 201-011 201-011 20-011 201-0" 201-011 201-011 201-011 1/A009 lYPICAL 1 ,---- -- ~ I I I I I I I lYPICAL w I~ / I 00 I I I I I III !I!!l It I ., .;, -, . .': :~, i !:' ~.: ..,. ; ;. , '. 'Ii i:' .' I : I i J ":. ~"':"'i"" ;' ";' 12' . . , ..: . .' . '., i', I ;, I. . .' .;~, ~ ;: .' , ,'. j,.: ;..1 l " . f 1 I I I I -I- I "----,.-- 00 D I lYPICAL lYPICAL ---~------T------~-----I------ 201-0" 201-0" 201-0" 201-011 20-0" 201-011 201-0" 201-0" 201-0" 201-0" 181-011 911-0" 4001-011 NOTE: 1. SEE DRAWING A009 FOR PLATFORM FINISH & JOINTING NOTES. 2. SEE DRAWINGS A010 FOR PEDESTRIAN CROSSOVER LAYOUT. 3. SEE TRACK PLANS FOR TRACK FENCE & INTER-TRACK FENCE DETAILS. 4. FLOOR PLAN LAYOUT IS CONCEPTUAL. @ PLATFORM CANOPY (ABOVE) @ PEDESTRIAN CROSS-OVER (ABOVE) @ STATION SIGN (ABOVE) @ EMERGENCY GRADE CROSSING @ 201 LONG SLIDING CHAINLlNK GATE SEAL I @ 41 WIDE CHAINLlNK GATE @ 4811 HIGH CHAINLlNK PLATFORM FENCE @ TELEPHONE BOOtH @ ELECTRONIC SIGN @ IDENTIFICATION SIGN @ DIRECTIONAL SIGN @ TRACK FENCE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE APPROVED GET WAP GJR GET 6/12/02 TRIA RAIL TURNER ASSOCIATES ARCHITECTS &: PLANNERS, INc. Florida Reg. AA0002827 ~~~~ ~ -/ 201 S, Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 TRI-COUNTY RAIL CONSTRUCTORS TRI-COUNTY COMMUTER RAIL AUTHORITY i1 TRI-RAIL CONTRACT NO. 00-834 '\ ---1 I SHEET NO. ---r-- , LG) -, 2/A009 v--- I I I I I I I I I - -i---@ I 1 01'-011 81-011 20'-0)" ----- 201-011 201011 18'-011 2' 011 18 , lYPICAL: I (01 I I I I I 4 20 2 20 1 ,~ I . I I I I : I : I I 1 I I - -{--@ I W ,II. )1 'iI @ I I I I I 1 2 20 4 lYPICAL I" ,...------,------, 201-0111 181-011 201-011 20'-0" 1011-0" 8'-011 PLATFORM PLAN SCALE: 1/32" = 11-0" BOYNTON BEACH STATION Platform Plan 13 22 6 ~ DRAWING NO. SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT SH-A009 II 0> 5 'U a ,- a L- <( o L- <( I (f) m m Q) E a:s c Q) LL ~ <1: o o o ,-- C\J o o C\J {\J ,-- w Z :J J 'U Q) ~ o 0.. Q) +-' a:s o (f) w ~ o o (f) (f) <1: a: w Z a: :J I- !..... Q) en :J (j) ~ o <( 0: I- GJ 1 - b I b N (j) ~ o <( 0: I- GJ ~ or- I b or- b I Lo or- ~ or- I b or- --:-:-:- .. '. b I b N - ~ I b 10 or- I ,@, 7 'V ~ I b 17 or- 10 DRAWING NOTES: Q) STEEL BENCH @ TRASH RECEPTACLE @ CANOPY SUPPORT COLUMN 8) MINI-HIGH RAMP @ 21 WIDE TACTILE WARNING SURFACE A REV. 6/1 2/02 DATE GET BY 2'-0" 14'-0" 2'-0" 41-0" 161-0" b I N .m .-' i: i ; -/ , / II b 1 N - ,,- -, 4'-0" 2-lJ -lJ -, 6'"-0" 18'-0" STATION ENTRANCE SCALE: 1/16" = 11-0" @ INTER-TRACK FENCE (j) PRE-CAST STAIR @ CONSTRUCTION JOINT @ EXISTING RIGHT OF WAY @ IMPRINTED CONCRETE 70% Station Submittal DESCRIPTION @ PLATFORM CANOPY (ABOVE) @ PEDESTRIAN CROSS-OVER (ABOVE) @ STATION SIGN (ABOVE) @ EMERGENCY GRADE CROSSING @ 20' LONG SLIDING CHAINLlNK GATE SEAL DESIGNED BY GET WAP GJR GET 6/1 2/02 DRAWN BY CHECKED BY APPROVED BY DATE APPROVED 1091-0" 41-011 161-0" 4'-0" 16'-0" 41-0" 16'-0" ,1/ I ==<0 11/-0" 1/A011 I ~ ~~~ - r'. lE i-I 71. I ~: ! I J 1 61-TI" - 4'CO - - 161-0" -on 16'"-0" 91/-0" @ 41 WIDE CHAINLlNK GATE @ 48" HIGH CHAINLlNK PLATFORM FENCE @ TELEPHONE BOOTH @ TOOLED JOINT @ IDENTIFICATION SIGN @ DIRECTIONAL SIGN @ TRACK FENCE @ EXPOSED AGGREGATE CONCRETE @ NOTEBOARD @ PAMPHLET RACK TRIAIWL ~ ;=[J~~~ TAl-COUNTY COMMUTER RAIL AUTHORITY TRI-COUNTY RAIL CONSTRUCTORS 17 or- \ 1!~011 (OH) 1 v-on @) NOT US!=D @ CUPOLA (ABOVE) @ TROWE~ FINISH CONCRETE @ TRENCH DRAIN @ FREE STANDING HANDRAIL _iJ \ TRI-RAIL CONTRACT NO. SHEET NO. 1 1 . ". '.... ," " - - - .'. ','" " " 16i:-O" .' ........18'-(i..-..... . o (co <(or-" a: ,..... . I- -' LO ~_. .: ". b Lo or- I! (j) ~ o <( 0: .1-:- eJ' ,~ '. or- I: Lo I II -- . "" ....., ..:'. ..::, :". ." ..... ...' ", .', . ". '. . . " 1 . . " . . ", . 1 @ _1 NORTH END SCALE: 1 /1 6" = 1'-0" 00-834 8'-0" RAMP ~~":'-: oeo o or- ~. ~~":'-: Oeo o or- RAMP 81-0" b I fQ b I N or- b , Lo b I Lo b I N or- b , fQ I __J NlOTE: 1.. SEE DRAWING XX FOR MINI-HIGH RAMP DETAILS. 2.. SEE TRACK PLANS FOR TRACK FENCE & INTER-TRACK FENCE DETAILS. 3., FLOOR PLAN LAYOUT IS CONCEPTUAL. i TURNER ASSOCIATES . ARCHITECTS & PLANNERS, INC. Florida Reg. AA0002827 :/ BOYNTON BEACH STATION Partial Platform Plan 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 i 1 SlOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT ~ il DRAWING NO. SH-A01 0 SHEET NO. TRI-RAIL CONTRACT NO. (j) W ~ o o (j) (j) <( a: w z a: :::J I- 00-834 91'-0" 11'-011 41-011 161-0" 41-011 161-011 161-0" 41-0" 161-0" 4'-0" 2/A011 /---....----------------------------------------------------"------~-----------~--- , I L 0 0 00------0 0 0 00------0 0 0 Olo------oW/('::i:; / \ : i~ : STAIR : ::: LOBB F ~ m1:~/ / : ~ 1 III I I I I -' EL' I -' ~ I ~ I I r-. .- Ir- 1111 I I l' I II .,0 " 1"-- 1 In I I I "'" liiT "I 1 0------0 . "/1' . _ 0------00------ _ . _ 010------0( . k ~ ~ ~i 1 I I';j I~~~~ I " - _____~- - I ~_____________~----------------~------------ ___-________ _ 0 / 1 5 1- 1 '~ ----- ~ - -----f-~--- l0- a> CJ) ::> ~ ~ , , b 0'> r- F ~ f'-. , (1) r- ~ / 2 b , D \"'\1 r- ~ [7 F b , 911 1 6" 9" C\I ..- 1/ ~ ~~ ~ ~ '-(\1 0 ~V~ I ..- Lo I f- f'-. (j) b , (\I r- F 141-0" "- "\ 1/ rG\~ ~ V ~/ F C\I ..- Q) 3 u r- r- 0 \- ~ 0 \- ~ I (j) en en ~ I ~ b I a> ,- 0'> E co c a> i.L ~ ~ I (t) ..- F ~-------------'---------------------------------------_____ _ "" . b (~"<, ------- --~ ------;:---\ I L 0 0 ."'; - - - - - - [\it~fi :!i1') I 00----0 0 0 010----0 0 0 oo-----ol!' I m I I , I I/ri~ -" : : IIUII 'I STAIR : : I I "0 "'t ~'/ I I I I I I I EL I I III I I I I I LOBBY F ~ I . - I I IU I I : "0 0 o~o 0 ol~o 0 o'~~,l ..a ~ "''' "JI \ 1~< ~ ------------- ---- 1---- "2M.011-7----------- -------------- --- ~-------------- -----5> --- 41-0" 161-011 41-011 (OH) 16'-0" 41-0" 16'-0" 4'-0" 161-011 11,-0;, 91'-0" DRAWING NOTES: NOTE: 1. FLOOR PLAN LAYOUT IS CO~CEPTUAL. 2 <( a a a ,- @ WALL MOUNTED HANDRAIL (j) TRASH RECEPTACLE @ 4" 0 DOWNSPOUT @ MESH ENCLOSURE AROUND CROSSOVER @ HOSE BIB CABINET CD PRE-CAST STAIR o MEDIUM BROOM FINISH @ PEDESTRIAN CROSS-OVER o ROOF GUTTER ABOVE @ CANOPY OVER STAIR PEDESTRIAN CROSSOVER (\J a a (\J (\J ,- SCALE: 1/1611 = 11-011 BOYNTON BEACH STATION Partial Platform Plan SEAL DESIGNED BY GET DRAWN BY WAP CHECKED BY GJR A 6/12/02 GET 70% Station Submittal APPROVED BY GET REV. DATE BY DESCRIPTION DATE APPROVED 6/1 2/02 TURNER ASSOCIATES ARCHITECTS & PLANNERS, INC, Florida Reg. AA0002827 w Z :J '"? TRI~IWL 1J~~~ ~ ~ . . \J ~ o Q. * o 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 DRAWING NO. SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT TRI-COUNTY RAIL CONSTRUCTORS TRI-COUNTY COMMUTER RAIL AUTHORITY SH-A011 II (f) ill ~ 0 0 (f) (f) <( a: ill z a: b ::> - I r- l- t.: (1) C/) ::> ~ I f... 0> S "0 N ,.- o '"- <( U '"- <( I (f) CD CD Q) E a1 c (1) i.L 2 <( o o o r- (\J o o (\J (\J r- ill Z ::> -, "'0 ~ o 0.. 2 a1 o b -' r- - 41-011 161-011 4'-011 161-011 4'-011 16\-011 41-011 161-011 111-0" 81-011 8'-011 8'-011 8'-011 8'-011 81-011 3'-011 101-0" 31-011 21-011 7'-011 2'-0" TYPICAL 3 22 22 22 22 T b @ b b - . - I - , @ @ =@ @ @~ b @ @ @= @ @ r- ~ b ...- - , i\", ',X/}.,)") '\1/ 0J - r- ,.:";',;:, is: r- - OJ - - JQ - .-- ----.W 1_ - \;.'i "~I :': 0- ',",', I I, , " ~ I~ ~ 0 0 ~ -0 0 0 " '~ -II ~ -0 "';,';':C:,fllr I, :"';",,,< b l-I U LJ '-' LJ ',,: 1 lr /"; , " b ~ ;-l: C\J I I I I - , I 111011 V ...- III I I I ~ 1'-011 / 5 ~ 1- ~ Tft " l--, " 5 3 FD III 7 , IR f1 I ( ~3 ~ I ~ ( I l 0 I I LOBBY @ ~ ~ ~ / , . I @ I I l'-- ,./ f... r--. :;/ en - lo en III I I 10 I I ELEV R ~ / 11-011 I. " I~ 23 III I I I I ~ III 1,/ 1/ -' / " ...- " 6 / V't~\ V "" b IB -0 0 ,0 IG ~ -0 0 " 0 ID -0 -0 ;., j \I II i>i\', , u- '- '- LJ C\J - - - - --' ~-- ---=- - - -- I-- - ..- -----~ I<-- - - - ----- - - - /, - - - - + --- --- ~~, ' I '" OJ co Co 0 ';,' .' '?j,:, ,1/ \2Jb /1' b - , .';', @ @ @ @ @ @ @) @ @ @ - ...- l-u_ _ _ _ _ _ _..q __U_ ...- b -' - , ...- ...- 27 22 22 22 @ 27 < > 26 1 151-011 11-011 151-011 11-011 151-011 11-011 @ @ TYPICAL (15) EQUAL TREADS (15) EQUAL TREADS (15) EQUAL TREADS 91' 011 ~ CROSSOVER LEVEL ~ 911-011 SCALE: 1/811 = 11-011 111-011 4'-011 16'-011 4'-0" 16'-0" 4'-011 16'-011 41-0" 16'-011 3'-0" 10'-011 22 C> @ C> - I - , ...- ...- 0) C> -' ...- C> -' ...- 81-011 81-011 3'-011 2'-0" 7'-011 21-011 TYPICAL 3 TYPICAL 1 1 26 22 19 1 C> C> Co ~ Co h;\' ,,:;.,'" -: ,); , ~ ~k- --' ~2 T mr"';',,'\~;, I;~J':;: 0 fit '---1-0 :to 'C./ j'---" I I ~ ,:,,";: \!j1 r:::\ 1'-011 61-0" 811 1'-0" ~ @ @ FD II): 8 TICKETING CJD ~ 8 ~ @IIJO; / ~6 ~ f... f......... ;;, ~.~ en EL. EQ. ELEC. I Ii (9 ct--€) (@) <:V--iJ ~ I 9 ; 1 4 LOBBY 1 5 -'1'= = -ti: :: -:: ~_-~ - = =~ .~ -c j:. ~ ~~L; ",ffk Cc _ "'= _ _ _ - - ,Ie. .~ =fl 1 I I 1 II I I I I I I 1 1 rr I I I 1 I I P I I I ! \ I I I I I I i I \ I \ J! I I I I r I T\ I I liT I I \ I I I I I? I I r' ;;:/:"<J,'}<,'h I ! I I I I I I I 1 I II I I L9.J;' ~ ~ t?) I ~ I ~€ 0 ~ l T s> ~i1 19 1~ I 1 ~ I ~ ~ I I I I 11-011 '-0 I 11-011 1 O'r-Oll I I I 1'-011 1\;' tJ' '1" :, . :;1' K1 ~ 1'-011 .':!:,.I~~' /,', V - ...- ,1/ C> , C\J Co ~. 7 / -II ~ I f... ~-'-OG i~ @-t II I II I 1/ 7 I 1\ 5 I~ ~' ~ --.:. DID /1' = II 1 I I I I " IT I / 1 TYPICAL S AIR ELEV ~ OR -' @ rO ~ "'- "9,: 11>;/"::1\ ' ,,"<<, :.:\": ~ , en v....... In ~ 1'-""'- ~ , f... , / 1'-011 I. 1 , / 11-0" E ~ "'i'~~~ ~ C> I C\J , II /1'- I I I I II11 IQ I I I I I I -' 0) ...- , 1 ~ ITJ I I I - 'C> -' r- C> __I I I I I I I , I I I l- - ...- @ 21 o 11 o 11 1'-011 1-0' PLA TFO RM LEVEL SCALE: 1/8" = 1'-0" NOTE: 1. FLOOR PLAN LAYOUT IS CONCEPTUAL. DRAWING NOTES: CD PRECAST CONCRETE @ WASTE RECEPTACLE @ STAIR CANOPY SUPPORT COLUMN 8) NOT USED @ 1211 WIDE COLORED WARNING STRIP @ LIGHT BROOM FINISH CONCRETE (]) PRE-CAST STAIR WI CAST NOSINGS @ lVM MACHINE @ TICKETVALlDATOR @ DRINKING FOUNTAIN @ PLATFORM CANOPY (ABOVE) @ PEDESTRIAN CROSS-OVER @ WALL MOUNTED HANDRAILS @ VENDING MACHINES (N.I.C) @ OVERHEAD COILING DOOR @ 31-0" X 7'-10" STEEL DOOR @ 48" HIGH CHAINLlNK PLATFORM FENCE @ TELEPHONE BOOTH @ WALL (ABOVE) @ NOT USED @ DIRECTIONAL SIGN @ WIRE MESH IN FRAME @ 1211 WIDE TRENCH DRAIN @ NOTEBOARD @ PAMPHLET RACK @ ALUMINUM CURTAIN WALL SYSTEM @ ROOF (ABOVE) TRI-RAIL CONTRACT NO. SHEET NO. 00-834 SEAL TURNER ASSOCIATES ARCHITECTS &- PLANNERS, INC. Florida Reg. AA0002827 BOYNTON BEACH STATION Stair Elevator Tower Plans A REV. 6/12/02 GET DATE BY 70% Station Submittal DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE APPROVED GET WAP GJR GET 6/12/02 TRI-COUNTY COMMUTER RAIL AUTHORITY y~~~ RAIL TRI 7- ~ 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 DRAWING NO. TRI-CQUNTY RAIL CONSTRUCTORS SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT SH-A012 I !I ~_..~--- ." (j) SHEET W TRI-RAIL CONTRACT NO. ~ NO. 0 00-834 0 (j) (j) <{ a: w 400'-0" Z a: :J l- i.: 210'-0'1 90'-0" 1001-0" Q) (/) CD :J I I I I I I I I I I I I I 15 ~~ I I I I @ I I I I I I I I I I I I 3 I 1 I 13 1 I I I I I , 1 CD ~ 1 CD 3 I , I I I I I I I I //I! /11/ I I I /1 I I / ~ 'I / II I / I! I I I I I I , ~0-- 1/:::1' 1% I ::I' ~~<- - ---0 C\I ~ 7-~ ~z: / " W 0.. 0 3 4 4 4 ..J 3 (f) ~ ~ " C\I C\I 5 I I / Lo Lo I"-- C') 3 4 4 4 w 3 0.. 0 ..J (f) , ,/ ~0-- ~ ~" P;" Yx< ---0 /- "/.11'>'"" C\I v.'l' I I I I I I 1 2 @ I \ \ \ \ I \ \ II Ir 1\\ \\\ " 1 ~D 3 Q) 3 u (Y) r- o \... <( o ~ <( I (j) en en Q) E co c Q) iL ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3 I 1 ~ '3 1 I ~ ~ ~ ~ ~ ~ ~ 15 NOTE: 1. STANDING SEAM METAL ROOF: 22 GAGE STEEL PANEL W/2" HIGH SEAMS @ 16" O.C. PROVIDE 20 YEAR FINISH, PANEL, & PERFORMANCE WARRANTY ( NO DOLLAR LIMIT). SYSTEM TO BE SECURED DIRECTLY TO TUBULAR STEEL PURLlNS WIO SUB-DECK. 2. PROFILED METAL ROOF DECK IS A 22 GAGE, 1 1/2" DEEP EXPOSED FASTENER PANEL. PROVIDE 20 YEAR FINISH WARRANTY AND 5 YEAR PERFORMANCE WARRANTY. SECURE PANEL DIRECTLY TO FRAMING, NO FASTENERS EXPOSED UNDER ROOF. I _J 2 <{ o o o ,..- DRAWING NOTES: C\I o o C\I C\I ,..- CD STANDING SEAM METAL ROOF @ RIDGE CAP @ GUTTER 8) CUPOLAS @ PROFILED METAL ROOF DECK 1 ROOF PLAN SCALE: 1/3211 = 1'-011 A111lI 1,/ ~ "llJJ 11$ - w Z :J J ~~ TRI '~RAlL ~ ~~~~ 7 TURNER ASSOCIATES ARCHITECTS & PLANNERS, INC. Florida Reg. AA0002827 BOYNTON BEACH STATION Roof Plan 1) Q) ij o Q. Q) +J co o TRI-COUNTY COMMUTER RAIL AUTHORITY TRI-COUNTY RAIL CONSTRUCTORS 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 ri ~ SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT DRAWING NO. SH-A013 II (j) w ~ o o (j) (j) <( a: w z a: :J I- L. (]) CJ) :J 0> S u ~ ,- o ~ <{ ~ <{ I (f) OJ CO (1) E Qj c (]) iL ~ <( o o o ,- (\J o o (\J (\J ,- w Z :J -, u ~ o Q.. * o ,------------------------------------------------~~ I \ I I I I I I I I I I I I I I I I I I I I I I I I I I 1/A015 ,------------------------------------------------------------~~ I \ I I I I I I . I I I I . '8 I II : - 13 1 ) tL; I! I ~ I I I I ~"~In IIIIIIIIII11 II 1111 III1IIIII1III1 IIII ~I ~....lsm~11111 IIIIII IIIIIII II1I 1 II · I b= I . I 6 7 I I ~~~e /~ ~!~p~ I I I I I I ~ ~ ~[ ..!1 ~ 1111 ~ ~ '== i I I 11111111/ ~IIIIIIIIIII ~II I""~IIIIIIIIIIIIIIIIIIIIIIIIIIII III11II111I1II I11I1 111m ~11..."'~~111111111111 11111111111111111.111111111 rw IIIII11111 ~~,,"~III 111111 If n II III IIIII r11 IIITI I III II I ~I~...",I,,"~II : h~~ F= = ~ " I . ~ ___ __ 1II1II 1= 1= 6 5 = ~D ~ = = 3 1 , 9 4 , ,1/ 'I I 1 ~DD~ rr = . L_____________________________________________________ __________________L___________________________________---------------------------~--------------------.--------------------~ I I I I ~ , ~------------------------------------------------------------, EAST ELEVATION SCALE: 1/32" = 11-0" 12 1/A016 ,----------------------- ------------------------~~ I \ I I 12 1/A017 ,------------------------ -----------------------~~ I \ I I 1 I I I I I I 1 ~ I ~ ~ ~ , ~------------------------------------------------; 8 ~ 1 ~ ~ I I I I 1 1 I I 1 1 ~ ~ II I ,U___..Jll-, ......c:..:J---- ---C_.J_ ,-u.L___ -'-- _~ --- ---. 1 I I L_____.__<-.J L__-=--==__....J I I L____-- I \ , ~------------------------------------------------; ~~~~~:-~~~-~~=~l~~_~~_/ ' 1 ~ 1 ----b.:.:L..dllJ---UIIl I : LJ:. ~___ _ _ _ -1J I I ----___ .J I ~ I ~------------------------------------------------; L_()________ o I l-=-~-L__ I '- - "'"' ~ -=- -=- ~ -=- ..:J ___WI O:==C_:J _------ --n _- -- ~_-_....J:;J---- SOUTH TOWER ELEVATION NORTH TO WER ELEV A TIO N SOUTH', CANOPY ELEVATION 1/A014 SCALE: 1/32" =11-0" SCALE: 1/32" = 1'-0" SCALE: 1/32" = 11-0" ,------------------------------------------------------------~~ I \ I DRAWING NOTES: CD STEEL BENCH @ FOUNDATION SYSTEM @ CANOPY SUPPORT COLUMN 8) MINI-HIGH RAMP @ CUPOLA WI CLOCK 1 I : 1111 I rl I I I I I I 8 ! ~ - :j,- I =~ ~ ~ I =F= ~~~ ~[[~' A~ I ~ I : =F= '-L~~~ ~ ~ JR'" ~ I . I I I I 111111111111111 II I ITTITl 1IIIIIIIIIIIIIIIIIIIIIllTTlII 11111111.11111 ~ ~ W II 11=r=nTTTlllllllrll ifT1TVl 11111 ill II I IIIIIIIIIIIITTTIITITIIIIIIIII 1111111 111111 TITIIIIIIIIIII 1111111 ITIITH!1I1111 111111 1III1ITmTTTT 11111\ IIII1 I . = I '= =~!~ 11 .. ...",s.._ . ~: 11~ : =~~ · ~.. - i ,_.L '--, ,-.:.. L _! I I L . - /1' L . - """2-_-_=__~-_=__-_-_-_-_~ ~-_-__t__-_-_-_-_-_~_~-_=__-_~-_-_-_-~_-__Sr - - - - ---::j ~ ' '- ---- -~ ~--. - - --- - - --- - - - -- -- -- - - - --1.0- - ---- - ---- - -- -- - -- - ---' I '--/ CEJ I 7 6 6 5 4 9 3 1 13 1 3 11 13 1 1= I I ,1/ I I I T -- -[;' -- JIIJI __________ u (14) 14 '-.....-/ @ PLATFORM CANOPY @ PEDESTRIAN CROSS-OVER @ STEEL FASCIA SYSTEM @ 48" HIGH CHAINLlNK PLATFORM FENCE @ CUPOLA WI LIGHT o PRE-CAST STAIR @ ELEVATOR @ FREE STANDING HANDRAILS @ PRE-CAST CONCRETE WEST ELEV A TIO N SCALE: 1/32" := 11-0" TRI-RAIL CONTRACT NO. SHEET NO. 00-834 1/A018 ~~~~ 7- : TURNER ASSOCIATES I , ARCHITECTS &- PLANNERS. INC. Florida Reg. AA0002827 BOYNTON BEACH STATION Station Elevations SEAL DESIGNED BY GET DRAWN BY WAP CHECKED BY GJR A 6/1 2/02 GET 70% Station Submittal APPROVED BY GET REV. DATE BY DESCRIPTION DATE APPROVED 6/12/02 TRIARAlL ~ 201 S. Orange Avenue. Suite 250 Orlando. Florida 32801 (407) 648-2755 DRAWING NO. TRI-COUNTY RAIL CONSTRUCTORS SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT TRI-COUNTY COMMUTER RAIL AUTHORITY SH-A014 1,\ .." if) w ~ o o if) if) <( (( w Z (( :J I- 6 15 ./1\ ";oV 17 TRI-RAIL CONTRACT NO. SHEET NO. 00-834 1- Q) en ::::J Co I ~ , ~ . \ '-' 9 9 II "" I JI 9' i:I:m !-m_1II l 18 . "- / ~ ~ .;~ IIllili .~ ::::-.... ..... . .............~ . ." / 23 6 / 12 9 14 9 b I f-... ~ .', i/ .. 11111 ~ I 17 1- 1- 19 11 13 10 ~. II l1li IlW m . 1m 111 I-I.. ~ ~ II ~, / /A~, \ ~ '\ ~ XII ') vr ) I~~II ~~ ~\ ~ VIIY1 v I~ 1== b I C\J ~ 23 ~ ~ J1. .....,~ ~ '''-- . . ~~ ~~ " --- ~ ~ ~ IJII J1 "" ~ n n n ~lln n 'I ~ ~nton Beach Station I I ,11' ,II' :m:m ='" . . .. .. I . , . . . ;- . . I:titiI I. . .. 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INC. Florida Reg. AA0002827 . . "'0 ~ o 0.. Q) A 6/12/02 GET +-' r3 REV. DATE BY TRI-COUNTY COMMUTER RAIL AUTHORITY 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 BOYNTON BEACH STATION Partial Elevation SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT DRAWING NO. SH-A015 !I 2 ~ o o o r- C\I o o C\I C\I r- w Z :J J "0 (]) ~ o n.. (]) ...... co o (f) w ~ o o (f) (f) ~ a: w Z 0: :J I- \... (]) (f) ::J 0> S u CD C\I o '- <{ o '- <{ I en m m (]) E co c (]) LL A REV. VINYL COATED POLYESTER FABRIC TRI-RAIL CONTRACT NO. SHEET NO. 00-834 VINYL COATED POLYESTER FABRIC GALVANIZED PIPE HORIZONlTAL BRIDGING EQUALLY SPACED I I I ";= J fr= =; F I=; C ~ P ~ p I I I 10"0 X 1" THICK HOT DIP GALVANIZED BASE PLATE 4"x4"x1/4" TUBE STEEL = OJ II ] , = ] , -...; [0 I ~ --', I I \ I I 1'( I I \ I I NON-SHRINK GROUT . I I I I I I I I I I I ~ ANCHOR BOLTS I I I I I I I I 1/ 12"0 CONCRETE COLUMN I"' I I I 11 011 161-011 161-011 11 011 b I b Co I I I Co I I I I r- CONCRETE SIDEWALK " . -1 /I ",I,- <1 . Ll . . Ll . . -1 /I ,,\" . <1 <1 " t>. /I Ll. <; \> ./\ <1 /I Ll. t> ~ - <1 ./\ <1 GALVANIZED PIPE HORIZONTAL BRIDGING EQUALLY SPACED 10"0 x 1"THICK HOT DIP GAL V ANI D BASE PLATE 4"x4"x1/4" TUBE STEEL ib NON-SHRINK GROUT ANCHOR BOLTS 12"0 CONCRETE COLUMN b I Co CONCRETE SIDEWALK <1 . Ll . . -1 /I /I Ll. <1 /I <1 I I I i------L I I I L-----__________J I I I i------L I I I L----___________J I I I ~------l I <1 I I I i------L I I I L - - - -1- - - - _ _ _ _ _ _ _ J I J CONCRETE FOUNDATION ~- -- --l I J CONCRETE FOUNDATION ~- ----l BUS CANOPY 'BUS CANOPY SCALE: 1/211= 11-011 SCALE: 1/211=11-011 6/12/02 DATE SEAL DESIGNED BY GET DRAWN BY WAP CHECKED BY GJR GET 70% Station Submittal APPROVED BY GET BY DESCRIPTION DATE APPROVED 6/1 2/02 ~ ~~~~ 7- TURNER ASSOCIATES ARCHITECTS &: PLANNERS, INC. Florida Reg. AA0002827 TRIAIWL ~ 201 S.. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 TRI-COUNTY RAIL CONSTRUCTORS TRI-COUNTY COMMUTER RAIL AUTHORITY l 1 I'> \> " " I I I ,----__L I I I L - - - - _ _ _ _ _ _'_ _ _ _ _ J I I I ~- -----l I BOYNTON BEACH STATION Bus Canopy Details S;OUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT DRAWING NO. SH-A026 II Q) $ u f"-.. (\J o ~ <( o ~ <{ I (j) m m (J) E OJ c (J) LL 2 <( o o o ,- C\I o o C\I C\I ,- w Z ::::) J u (J) :t:: o 0.. (J) +-' OJ o U) w ~ o o U) U) <( a: w z a: ::::) r- t: (J) CJ) ::::) LIGHT POLE 21-611 SLOPE ( BANNER ARM b I N r- b I Cry SCALE: 1/211 = 11-011 FLAG POLE CAULKING COMPOUND 1/2" EXP. JOINT 4" CONC. BASE b I ~ [0 I Cry 1011 21-011 6" FLASH COLLAR 4" CONCRETE BASE SLOPE 2" DEEP WATER PROOF CEMENT P.T. HARDWOOD EOGES 18 GA. GALV. CORRUGATED STEEL TUBE TAMPERED WI SCREENED ORY SANO 3000 PSI CONCRETE STEEL CENTERING WEDGES 14" X 1/2' STEEL PLATE SLOPED CONCRETE RAMP ANCHOR BOLTS CONCRETE FOOTING (0 7"X 7" X 3/16" STEEL SUPPORT PLATE 3/4"0 LIGHTING ARRESTOR SPIKE WELDED TO PLATE TO EXTEND 18' BELLOW FOOTING. I FL,AG POLE DETAIL SCALE: 1/211=1 '-0" SEAL DESIGNED BY GET DRAWN BY WAP CHECKED BY GJH A 6/1 2/02 GET 70% Station Submittal APPROVED BY GET REV. DATE BY DESCRIPTION DATE APPROVED 6/1 2/02 7" X 1" PLATE SUPPORT ON BOT. OF CONCRETE BASE TRI~IWL TRI-COUNTY COMMUTER RAIL AUTHORITY ~ r- b I ~ b I Cry SLOPEO CONCRETE RAMP BEYOND SLOPED CONCRETE RAMP If : CEMENT WASH 6" OIAMETER STD. IRON PIPE. SHOP PRIME FOR FIELD PAINTING, FILL WI CONCRETE. CONCRETE SHOULDER BROOM FINISH CONCRETE U ~ 5/8" DIA. x 10" REINF. BAR I I WELD TO BOTTOM OF PIPE b L ~CONCAErEBASE _I AROUND PIPE r- j J 1'-6" ~ DIAMETER BOLLARD DETAIL SCALE: 1/2"=11-011 CHAIN LINK FENCE 6" LANDING (j) w a: ~ > RETAINING WALL ENTRANCE RA~P LONG SECTION SCALE: 1/2"= 11-0" ~ r- r- r- J N ~ r- o r- Cry 6" (j) w a: ~ > ~ :}J~~~ TURNER ASSOCIATES ARCHITECTS &: PLANNERS. INc. Florida Reg. AA0002827 7 TRI-COUNTY RAIL CONSTRUCTORS 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 i 1 GALV:. STEEL "RIBBOI'II RACK" BICYCLE STAND (PAINT BLACK) 10" 311 11-0" CHAIN ILlNK FENCE 101-411 SLOP'ED CONRETE RAMP (j) w a: ~ > RET AIINING WALL TRI-RAIL CONTRACT NO. 00-834 2 3/8" 81-011 \\ \ SHEET NO. 3" WEEP HOLE TYPICAL BIKE RACK DETAIL SCALE: 1/211 = 11-0" CHAIN LINK FENCE 10'-411 SLOPED CONRETE RAMP (j) W (( <( > RETAINING WALL ENTRANCE RAMP CROSS SECTION SCALE: 1/2" = 1'-0" BOYNTON BEACH STATION Entrance Walk Details SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT ~ il CHAIN LINK FENCE PLATFORM DRAWING NO. SH-A027 ------. ~ ......,. QJ "~ ~ .0 ~ -< ~ .- - ] o CQ '-= (I) ~ ::> ,// ~' ----- / -- I- ---~"-- -------~ I--- - - lJ ~ ,...: o o ~ -< Vl Z -' . Vl CO CO as i c ..Sl u: ~ o ~ M o o M M' r- (I) C AAC 000711 ~ - -s ~ 0: A 6/12/02 (I) ~ REV. DATE ~. (/) 00 ~~ 1 u 00..834 TRI.RAlL CONTRACT NO. -, J -1 r-, ~~ I 0 I u I , I I 0 0 I I 8 I I 0 0 14\ I 0 I I I , \MF 1 IN ALL AREAS DISTURBED BY CONSTRUCTION AND DEMOLITION ACTiviTIES: - TOF DRESS EXISTING BEDS WIT~ 3" MULC~ TO A DISTANCE OF 31 FROM FLANT MATERIAL - ADD 6AI-IIA SOD TO REST OF AFFECTED AREA r ) ~ 1 1 \ 1 13 \ EXISTING TREES TO \ MF I, \ J-\ I-IL 1 BE REMOVED (TYF) \ RELOCATED SILvER' 1 4 ~11 \ /~ EXISTING FINES BUTTONWOOD \ RE I \ MF I ~~ \ I~ TO REMAIN EXISTING SILVER I 13 \ I 13 \ lveEXISTING TREES TO BUTTONWOOD TO \ I-IL / \ \ / I \ BE REMOVED (TYP) I-IL ~ - - · - - - / 8 \ Q BE RELOC~ ~D\ _ _ " 1 12 \- - - ~- - - - ~ "I 12 \ _ \ MF / \ - Y \- - \ "--- I 0 \ \ I-IL I (0 0'- / \ II ,~ Q I \ ~ ~..\ LM I i\ \J 0 0 0 0 - 0 0 0 52 1 ~ . I 14 \ I 14 \ ~!/~ L~ 7 0 lw /; I 1 Y I 28 \ ~... \ I-IL I ~ \' , \ I-IL I \ I-IL I oV 4 " I 13 \ '\ I \ ~ \ MF f \ \ I-IL I I II \ I 25 \ 0 \ RE I 0 ~ I-IL I \\ ~ I I 4 \ ~ ~ ~~~.\ ~. ~:v ~ < ~~ ) \ I-IL I \ MF I \/' < M~) 0 0: / 1 \ / 6 \ 1\ MF I ~ . . T ~ ~. :: /.... -~ - LIMIT OF ~ ~~'. . ~ I 1 " / \. MF I. \ MF7 0 LIMIT OF '/1' ~, ' '. ~ ~ - " .I ..... . . ,;?:~ _ CON5TRUCTlQN ~~~':-....~ \ MF !J t1_~~. , il - I~~ I::: ~~=~ '7~ '~ '. I ,R.I I \ LM ;I I '\ MF II \ LM Ii \ LM / I \ I-IIL IS LM I 1\ LM I 1\ LM 7-1-.J,\ MF )Ll-1 L,-.J I I : I \!LM I I \ LM I 1\ LM I \ LM I I, , , " ,----~----~-----l----~----~---__~____~____~_____L____ '/ --~-----L----~---I-~-4---L----~----J-----~----Lr---1 o I __ _---1- - - - - ST, AUGUSTINE 50D /14 \ \HL/ /5\ \RE/ 113 \ \~L/ /9\ \MF 1 /5\ \LM/ 'r,. , ."..- tmt I I - / - - / I I I i L " - '----T----'~~---r----T----I---~-r----T----I---- t t t t t t t t t I I I I I I I I I I I I l , I I I I r - - ~~:~ ~ - -~- - -- -~ -- - - T- - -:-j~~ -- -~ -- - - T- - - -1- - -~-i,- - -,-;-1- - --: [lJ W I I:' I: I I , I I I I I I I I I I J I I I I I I ~ ~ ~I~ = - - -'_ _ _ _ _ L _ _ _I='\.- -L _4 · I I I I I I I FE I I lr II" . . . ..,. . . . " . .~ - ~ II r .' '. .' .' . . .' BAf-IlA SOD' . . , '. '..,. ..,.. . , J . .. . t~. ~ ;~. .~.., ;" ~- 1/- .' .' ". ~.,! . .... . ." - ~Ik:- ,-~lLl .' ". ' //1\" '//I\~ , ... eAl-IlA '600 ~ . .... \ I .I ~ . .... \..1 {.# . :' . .I .. .~... ~ '.~ ./...... .0. .. o. . . ., . , . . . . . . .' I If I L.J I I . . : .' . . "~l .'C!. ::;::Z""'~ .... ~I , .... ...~.I~ . .. ~x;.. 7 EXl5TING SAFLINGS TO BE REMOVED (TYF) GENERAL NOTEo: I. ALL FLANS SUBMITT'ED FOR SFECIFIC FERMITS S~ALL MEET T~E CITY'S CODE REQUIREMENTS AT TIME OF AFFLICATION. 2. SOD ALL AREAS DIISTURBED BY CONSTRUCTION AND DEMOL ITION ACTlvITIE.S. LIMIT OF CONSTRUCTION EXISTING SAFLINGS TO BE REMOVED (TYF) BOYNTON BEACJ-1 LANDSCAPE REQUIREMENTS LANDSCAFING OF OFEN WALLS: - STRIF OF LAND NOT LESS T~AN FivE (S) FEET WIDE. -CONTINUOUS COLORFUL 5l-iRUB AND G:ROUNDCOVER OR A MINIMUM 10 FOOT WIDE CLU5TER 5FACED A MAXIMUM OF IS LINEAR FEET AFART. -I-iEIGI-iT OF TREES WI-iEN FLANTED 5~ALL BE A MINIMUM OF 1/2 BUILDING I-iEIG:I-iT AT TIME OF FLANTING:. TRI COUNTY COMMUTER RAIL AUTHORITY REQUIREMENTS - ~fZ)% MIN. NATIvE FLANT MATERIAL - PALMS TO BE I~' OA. MIN. AT TIME OF FLANTING - 5~ADE TREES IN UNFAvED AREAS TO BE 12' ~EIG~T X ~' SFREAD Wln4 31 CALIFER MIN. AT TIME OF FLANTING - 5l-iADE TREES IN FAVED FEDESTRIAN AREAS TO ~AVE 41 CALIPER MIN. AT TIME OF FLANTING - SMALL TREES TO 6E 8' ~EIG~T X 41 SPREAD MIN. AT TIME OF PLANTING - SI-iRUBS S~ALL BE SELECTED AND LOCATED TO MINIMIZE MAINTENANCE - VISIBILITY TI-iROUG~OUT STATION S~ALL NOT 6E COMFROMISED 6Y TI-iE USE OF SI-iRUB MATERIAL - SOD TO 6E ST. AUGUSTINE 'FLORIT AM' OR 6Al-ilA BORRElli & ASSOCIATES ARCHITECTURE INTERIOR DESIGN PLANNING 550 W NaY ENaAND BLVD., SUITE 200 WINTER PAIUC, R. 32792 (407)678-0888 LS BY ~~) LANDSCAPE PLAN SCALE: 11\ = 401-011 701 Station Submittal DESCRIPTION IMRIILE SEAL DESIGNED BY DRAWN BY IMR/LS CHECKED BY JAB/LS APPROVED BY LS DATE APPROVED 6/12/02 t~1- TURNER ASSOCIATES ARCHITECTS &- PLANNERS, INC. Florida Reg. AA0002827 BOYrON BEACH STATION LANDSCAPE PLAN SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT TRIAIWL ~ :rr ~ [Ri ~ -:/ TRI.COUNTY RAIL CONSTRUCTORS 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 TRI.COUNTY COMMUTER RAIL AUTHORITY - -- 1/ l ~III~ - SHEET NO. ~ - I- o =:) OC I- Q) ~ U oc a 1L t- o Z d) t- Z UJ ~ o a n ~ - I- U i I- Q) ~ u ~ ~ r DRAWING NO. SH-L001 II -....--\ \. Qt> NOTE: TREE SUPFORT SYSTEM TO 6E IDUCK6Ill' MODEL No. 88-DTe-0, OR AFFROvED EQUAL. eYSTEM INCLUDES Tl-lREE (3) EARTI-I ANCI-IORO, ISI OF GAL v. eTEEL CA6lE WITH 6RIGI-IT ORANGE COATING, Tl-lREE (3) TURN6UCKLEe AND SIX (e>) 3/1e> I CA6LE CLAMPS. MAX. 1" D~OF FRO ADJACENT PAvEMENT OR CURS TRI.RAIL CONTRACT NO. SHEET NO. '" GJ ~ 'S '" ~ ~ NOTE: CONTRACTOR 6~ALL A66URE PERCOLATION OF ALL PLANTING BED5/FIT5 PRIOR TO IN5TALLATION. 00-834 L.: (1J '" ~ D FRUNE AND TIE FROND5 (MINIMUM OF 1 FROND5) WITti tiEMF TWINE. FROND6 TO REMAIN TIED UNTIL PALM BECOME5 E6TABLI6~ED. ~URRICANE CUT NOT ACCEPTABLE. TOP OF TRUNK CROLUN 5~AFT 15 TO BE ~~ DEGREE5 TO TI4E GROUND. PROviDE 5TRAIG14T TRUNKe ONLY. .- ~ o CO Q) PROTECT ~E TRUNK WITH RU66ER I-IOSE NOTE: CONTRACTOR OHALL AeeURE FE RCOLA TION OF ALL FlANTING 6EDe/PITS PRIOR TO INSTALLATION. d) I:OO -Jz::3 -<t::3m o..~& tr""o.. ~&~ ~ffw 1L :r 01- &lit~ I-:)-J ~(f)UJ _-<t> wWUJ ~ :rL-J FAD TRUNK WITH TWO LAYER5 OF eURLAF TO 'PROTECT THE TRUNK. U6E A MINII'1UM OF 3 GALVANIZED 5TEEL 6AND5 TO TIE 5,2IX2"X181 P.T. WOOD 6A TTEN5 AROUND TRUNK. NAIL T~REE PIECE5 OF 2"X4" TO BATTEN6 TO PREVENT 5L IPPAGE. PROVIDE TtiREE 21x4" 5UPFORT5 - NAIL 6ECUREL Y TO SA TTEN5 AND GROUND 5T AKE6 A5 51-!0LUN. 5UPFORT5 51-!AlL REMAIN IN PLACE FOR A MINIMUM OF ~ MONTti5. 5ET CROlJ.N OF ROOT6ALL FLU5~ WITI-! FINI514 GRADE 2 I MULCI-! A5 5PECIFIED T14REE 2"X4IX3~" GROUND 5T AKE5 FINI6H GRADE MAX. 1" DROP FROM ADJACENT PAveMENT OR CURe EARn-l ANCI-IOR (5EE NOTE A60YE) INSTALL Ae FER MFG. INSTRUCT lONe PREPARED PLANTING $OIL Ae SFECIFIED 1&1 60lL eEfij""I TO ~OLO WATER PLANTING 50lL TO BE THE 5AME A5 THE PALM WA5 GROlLN IN. 101 TAMP PREPARED PLANTING eolL TO FREVENT SETTLING AND ADJUST ROOTeALL PLANTING HEIGI-IT IN RELATIONOHIP TO FINlel-l GRADE. TAMP FREFARED FLANTING 60lL TO FREvENT 6ETTL ING ANO AOJU5T ROOT6ALL PLANTING I4EIGHT IN RELATION5~IF TO FINI51-! GRADE. 'D' = ROOT6ALL + 24' "D' "D' = ROOTSALL '" 241 SCALE: 1/8"=1'-0" PALM PLANTING DETAIL LARGE TREE PLANTING DETAIL SCALE: 1/8"=1'-0" NOTE: DETAIL APFllES TO MATERIALS PLANTED AT 181 O.C. OR lEse NOTE: ALL AREAS 6ETWEEN SHRUee TO RECEIVE 2" MULCH. SET TOP OF ROOT6AlL 1" A60VE ADJACEN.j PLANTING eOll .4 NOTE: CONTRACTOR SHALL A5eURE PERCOLA Tla-J OF ALL PLANTING 6EDe/PITS PRIOR TO INeTALLATION. MAX. I" DROP FROM ADJACENT PAYEMENT OR CURe 2" MUlCI-I AS SPECIFIED (1" OvER ROOT6ALL) FREPARED PLANTING eolL PER SPECIFICATION5. FINISH GRADE ~ - I- o ~ I- d) ~ U oc a u.. I- a z ~ ~ N o o CIl:: :Ji z ...J . ~ co co AX. I" DROP FROM ADJACENT PAYEMENT OR CUR6 eET TOP OF ROOT6AlL III A60YE ADJACENT PLANTING 50lL 2" MULCH Ae 5PECIFIED (1" ovER ~OOT6ALL) EXCAVATE ENTIRE 6ED TO 12" DEFTH AND 6ACKFllL WITH PREPARED PLANTING 50lL PER SPECIFICATION5. FINISH GRADE PER PLAN5 ::- ill...!1 ~ -ffiillmillffiillTfT '., '.l1=ffi-ffi=ffi= :.^ .: ': ~illmillmillillr , ,,' ," :~millmlli~iT NOTE: CONTRACTOR eHALL ASSURE ,.".:.-,-'.,' rnm~~TT' PERCOLATION OF ALL PLANTING "T~io~Ill~m~wii:1illillmillI 6ED5/PIT5 FRIOR TO INeT AlLA TION. , -ffic-,ffi,::;I]=/II=ffi=ill -ill=ill=ill'--. l1jmffiilli1Till as i c <I) ii: GROUND COVER PLANTING DETAIL SCALE: 1/4"=1'-0" SHRUB PLANTING DETAIL SCALE: 1/4"=1'.0" PLANT LIST TREES & PALMS SYM Q1Y SCIENTIFIC NAME RE I 13 !ROYSTONEA ELATA COMMON NAME FLORIDA ROYAL PALM NATIVE 16' O.A. (j) I- Z W ~ o a n ~ - I- o ~ I- d) ~ o SHRUBS & GROUNOCOVER ~ r- N o o N N' ,... GJ C A A C ::J - BORRELLI & ASSOCIATES ARCHITECTURE INTERIOR DESIGN PLAN NING 550 W NEW ENa>>O BLVD., SUIlE 200 WINTER PAIUC, R. 32792 (407)678-0888 SYM HL LM MF Q1Y 233 125 120 5, 120 SCIENTIFIC NAME HYMENOLCALLlS LATIFOLlA LANTANA MON1EVIDENSIS MYRCIANTHES FRANGRANS PASPALUM NOTATUM COMMON NAME SPIDER LILY PUIRPLE LANTANA SIN1PSON STOPPER BAIHIA SOD NATIVE 1 GAL., 24" O.C. NON NATIVE 1 GAL., 24" O.C. NATIVE 3 GAL., 30" O.C. SOLI D SOD 000711 ~ ~ r- "i g 0:: GJ ~ o A 6/12/02 REV. DATE LS BY 701 Station Submittal DESCRIPTION SEAL TURNER ASSOCIATES BOYTON BEACH STATION DESIGNED BY LS TRIARAlL DRAWN BY LS ~~[Ri~ ARCHITECTS &- PLANNERS. INC. LANDSCAPE DETAILS ~ 7- Florida 'Reg. AAOOO2827 CHECKED BY JAB/LS TRI.COUNTY RAIL 201 S. Orange Avenue, Suite 250 DRAWING NO. Orlando. Florida 32801 SOUTH FLORIDA RAIL CORRIDOR APPROVED BY LS TRI-COUNTY (407) 648-2755 i1 ~ CONSTRUCTORS COMMUTER RAIL AUTHORITY SEGMENT 5 PROJECT SH-LOO2 DATE APPROVED 6/12/0 II L.: (J) CI\ :::> ~ x. - ----- - - -----\----- -----\ \ - - -- \\ \ ....to -- ----- , _-J\ r\ r------- --- ---.\---- I _-~ __---~------ I \ \--~------1-- I _-;.:J -------- ----- _--\------ --------~\ \ \ \\----..-~-'--'~- _.._.__ l\ ---.---- \\ , l1itJ~j -,-.-----.--.-. -------.'--..-.- ,--..--...."'---- l \ . ,=-.- ~_-_--. - _.' . .. ----.-.-..--.--.----- ~--- -------1----- I \ 1 ,--- ---- -----1---- \ \ ~l(0 ----- \ _- --------r---- -------\ L......J \_----~"--------+------- \, \ r~ -----------r-- -----r----- ------l 1\-,"-'-'\ \__---~)--------A---- . ~-----l ___._.._L"....--......---...,... \ \ \ \ (~=~~=~___.__..__._------_.~ ___._--....------.]-..--.------.-'.--.--.--.-.-..--...."-\ \ - ~ ___, --------------.1 I I) I ,I l----------- (-- ----') ------1 \ ~ - ../ -------t--------- \ \--~ ~--}=--- __ L-----, -------1 -1 r------ ----~-- ------ \ (R'\ \ 1 \ ...l() \ (----- -----) _ _---J i-lij \---- \ --- --1 )) J! )1 "- \-----:-J------\r------ ,~---- (.------. \(~ \-------------r- --I / II! 'D n \\--~,-~ ----- ---- ) \ \ \ \------ NOTE, T~E IRR~N;;~$~L PROVIDE $EP:~1rL--l , /~/ l) / \::::::::::!I "-./ _._--..-- '_____NOTE+REFER TO THE LANDOCAPE FLAN~ TO DETEF?MINE // ) \ ..~ \ _.......-- ~~Jc~~~~~~~~-!~'f~-=~~;;~~LN:~~~IDE FOR _ J ----.---.- _ /-<:'// /,/."'.....,..... ~ r, ~ ~ -- .---- 1 THE LIMIT~ OF THE IRRIGATION IN~TALLATION. THE /". / ,..- ...-------_..T~J;J;QJ~.IJNUliD OPEAA:rI~.OF-THE EXt$Tt1'ilG"IRR1GATI6N~~==~~=-~~---r __-' .~/ "'... 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('...,.~.7 . ~.{~,r r~':-><-' yf' <, ,~...., "-~'"'-, /' "'\ ( );' <> j' C '" " "'" ' /r.......~-.1 1.-" I '\ ~ " o,j ....,...,.-./ />s"'V."'v, 1 " . \ ~ " '7 ~'~"""~'P-".....,,1 M o o M <'I' r- GJ C ~ - BORRElli & ASSOCIATES ARCHITECTURE INTERIOR DESIGN PLA N NING 550 W NEW ENaAND BLVD, SUITE 200 WINTER PARK, R. 32792 (407)678-0888 IRRIGATION PLAN (j) f- Z 1U ~ U () Q t5 f- o ~ f- U) ~ o ~ ~ r (U ~ 5i 11: ~ o r- SCALE: 1 II = 40'-011 AAC 000711 A REV. 70~ Station Submittal DESCRIPTION SEAL DESIGNED BY MP DRAWN BY MP CHECKED BY MP APPROVED BY LS DATE APPROVED 6/12/0 TRI RAIL ~~[ru~ 7- TURNER ASSOCIATES ARCHITECTS &: PLANNERS, INC. Florida :'Reg. AA0002827 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 BOYTON BEACH STATION IRRIGATION PLAN ~ ~ 0: GJ ta o LS BY : .TRI.COUNTY COMMUTER RAil AUTHORITY ~ TRI.COUNTY RAIL CONSTRUCTORS l 1 SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT DRAWING NO. 6/12/02 DATE SH-L003 1\ ~ (l) 1a .a -< ~ .- - ~ o CO L.: (l) ~ ::> L) ~ ~ o ~ Z -J . V') eo eo bl ~ &3 'G: ~ o -c- N o o N ('.I' r- (l) C :::J - ~ g 0: (l) t4 c A A C A REV. 000711 6/12102 DATE I TTI PROVIDE NOZZLE PER PLAN RECTANGULAR VALVE BOX. INSTALL FLUSH WITH FINISHED GRADE OR TOP OF MULCH LAYER. BRONZE THREADED GATE VALVE !r PER PIPE LINE SIZE. REFER TO PLANS AND LEGEND NOTES. 6" PVC EXTENSION AS NEEDED r~/ ,~ 111"111 M ! :., / / \" MlIIllIlllll ~ mJJJlllrrf~111 / ~IIIIIIIIII t III EXCIVATED MATERIAL ~ ==1 1 I==ft 0 ==111- - ,_Il~ ~ ~)IITI- ( I I J IRRIGA TlON ) fl MAINLINE 6 ~",~"'ffi~lIhr-~ rTd"l~rlf~ , ~,.. QUICK COUPLER VALVE. POSITION IN VAVlE BOX SO THAT KEY MAY BE OPERA TED WITHOUT INTERFIRENCE. '\.. NOTE: INSTAll SPRINKLER '-- AT FINISHED GRADE IN TURF. ABOVE MULCH IN BEDS. APPROVED BACKFILL H ::::II 0311::=111=: t::'- 181 3181 I II 18181 E I h OPOP ~ r~ ~\l '""i I ) IXI IJ h ---=- "''l;;: ~ 1" ANGLE IRON - 24" LONG SECURED TO QUICK COUPLER WITH 2 STAINLESS STEEL HOSE ClAMPS. :P CONTRACTOR MAY INSTALL PIPE TO SIDE INLET ~ --- ~~ mlDJDm ~ 12" ROUND PLASTIC VALVE BOX SPRAY SPRINKLER BODY b O-RING PVC TRIPLE SWING JOINT. SAME SIZE AS QUICK COUPLER. d ,J ---- / 18" OF 1/2" FLEXIBLE PVC PIPE W/ 1/2" SLIP BY THREAD ELBOW ...-- THREADED SERVICE TEE ... " t~ UP / . A TERAL PIPE / LATERAL TEE /"" I / ~II SPRAY BODY NOT TO SCALE ( COMPACTED EXCIVATED MATERIAL 3 OQUICK COUPLER VALVE GATE VALVE DETAIL NOT TO SCALE 8 NOT TO SCALE MAIN SUPPL Y, LATERAL AND WIRING COIL CONTROL WIRES IN BOX WATER PROOF CONNECTION <t. EQ. . EQ. i EO. T I ( EQ. EQ. I EQ. -A-ALIGN EDGE OF VALVE BOX PARALLEL / \ TO PLANT ROW, TYPICAL \ IRRIGATlONI VALVE BOX { ~ SHRUB!GR:OUNDCOVER PLANTING AREA '."./" PLANT LOCATION (TRIANGULAR SPACING OR SINGLE ROW SPACING) MAIN LINE , , , t C'ol ~ ~ ... ... ... LATERAL 24VOLT WIRING , 15" STANDARD PLASTIC VALVE BOX ~~-FINISH GRADE ./ ./ I REMOTE CONTROL VALVE: 4" SIZE NOTED ON PLAN -/ Bn ~ ",- r-, '- ~EXTENSION IF NECESSARY '" ~ X '" I - ~ T _6 GROUPINGS IN SHRUB/GROUNDCOVER CONDIITIONS .....1......................... . I ..... rc ... . .. ""'_1""""112"tl", ".' t 12-="'. , '., ........ IRRIGATION VALVE BOX '. ..... ru~ . ." ALIGN ALIGN . j .-,-----. ~ (ODE or VALVE BOX SHALL BE . ~ . . .' ...... .'. . PARALlEL TO EDGES OF CONCRETE . \:>'i. ... ..' ...... .' '., .... ..... .'. .. CURBS/SIDEWALKS/WAllS, ETC. 1-. . . .' N~'.. '" .' .... .... ..... rCONCRETE CURB/SIDEWALK .'. . . . . '. . . . .'. /WAll/ETC. ... ~ n IUC: .....>>...~..~>. .... .'. .. ~...... --- L '0 C'ol ., PVC MAINLINE PIPE 18" MIN. DEPTH pvc LATERAL PIPE 12" MIN. DEPTH I ~!APE AND BUNDLE ... "/~ WIRING AT 20' INTERVALS ......~ ../ TYPICAL TRENCHING DETAIL GROUPINGS IN TURF CONDITIONS o REMOTE CONTROL VALVE BORRElli & ASSOCIATES ARCHITECTURE INTERIOR DESIGN PLAN NING SSG w NnY ENClAM) BLVD, sum 200 WINTER PARK. R. 32792 (.407)678-0888 LS BY NOT TO SCALE OTYPICAL VALVE BOX GROUPINGS NOT TO SCALE NOT TO SCALE o IRRIGATION NOTES 1.) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. 2.) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES & WALLS. 3.) THROTTLE ALL IRRIGATION CONTROL VALVES AS REQUIRED TO PREVENT FOGGING. 4.) TOPS OF POP UP HEADS SHALL BE SET AT FINISHED GRADE OF SOD OR MULCH LAYERS. 5.) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES OR PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR AND COST OF ANY DAMAGE TO UTILITIES OR PROPERTY CAUSED BY HIS WORK. 6.) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 7.) THE INSTALLER SHALL PROVIDE THE ELECTRICAL PERMIT TO CONNECT THE IRRIGATION CONTROLLER TO THE 120VOL T POWER SUPPLY. CONNECTION TO BE MADE BY A LICENSED ELECTRICAL CONTRACTOR PER LOCAL CODES. THE 120VOL T POWER SUPPLY TO THE IRRIGATION CONTROLLER TO BE PROVIDED BY OTHERS. 701 Station Submittal DESCRIPTION SEAL DESIGNED BY MP DRAWN BY MP CHECKED BY LS APPROVED BY LS DATE APPROVED 6/12/02 TRI"COUNTY COMMUTER RAil AUTHORITY TRI.COUNTY RAil CONSTRUCTORS ~ l~. .IWL lJ~~~ TRI 7 ~ TRI-RAll CONTRACT NO. 00.834 MARK LOCATION OF SLEEVE EiNDS WITH SECTION OF 1 1/2" DIAMETER. PVC PIPE LOCA TE EACH END OF SLEEVE EXTEND ALL SLEEVES 1'-0" BIEYOND / EDGE OF PAVEMENT, TYPICAL r;ROADWAY OR WALKWAY PAVE~\AENT b rFINISHED GRADE-VARIES .' 1'-0" 1'-0" - v / / r 1 m~~ ~f .... I . ~III JI~III - - \\ I f--CDMPACTED SUB-BASE Fill/PLANTING FILL/EXISTING SOIL CONDITION VARIES CLASS 200 PVC SLEEVE. SIZE AS NOTED ON PLANS CAP BOTH ENDS OF PVC SLEEVE BELOW GRADE AND LEAVE CAPS UNGLUED ON PVC SLEEVE UNDISTURBED SOIL r-\SLEEVES UNDER ROADWAY OR WALK "---J NOT TO SCALE /' G EXTERNAL WAll MOUNT IRRIGATION CONTROLLER WITH INTERNAL 3-W1RE STEP DOWN TRANSFORMER AND LOCKING CABINET. SECURE TO BUILDING WALL- ~ . err = -- 1.5" PVC SCH. 40 CONDUIT AND FITTINGS JUNCTION BOX 1" PVC SCH. 40 CONDUIT TO POWER SUPPLY ----- - - - --.!..... -- = :---- - f , --- WIRES TO REMOTE CONTROL VALVES - 24 VOLlf II' ~ SECONDARY CIRCUIT --------120 VOLT, 1 AMP, 3 WIRE PRIMARY CIRCUIT FR(OM DEDICATED BREAKER IN ELEC. PANEL PER CODES, BY ELECTRICAL CONTRACTOR. o WALL MOUNTED CONTROLLER NOT TO SCALE 8.) IRRIGATION WATER CONNECTIONS AND SYSTEM CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL CODES FOR USE OF POTABLE WA TER CROSS CONNECTIONS. 9.) SIXTY (60) PSI STATIC WATER PRESSURE IS REQUIRED FOR THE EFFICIENT OPERATION OF THE IRRIGATION SYSTEM .AS DESIGNED. VERIFY 60 PSI STATIC WATER PRESSURE IS AVAILABLE AT THE PROJECT SITE PRIOR TO BEGINNING THE IRRIGATION INSTALLATION!. NOTIFY THE LANDSCAPE ARCHITECT IF THE MINIMUM STATIC WATER PRESSURE IS NOT AVAILABLE. 10.) THE CONTRACTOR SHALL ADJUST THE IRRIGATION CONTROL SYSTEM, SPRINKLER ARC, AND NOZZLE ADJUSTMENTS TO MIINIMIZE OVER SPRAY ON PAVED SURFACES AND PROVIDE THE MOST BALANCED AND EFFICIENT WATER DISTRIBUTION. 11.) THE IRRIGATION CONTRACTOR SHALL PROVIDE ALL FEES AND DOCUMENTS NEEDED FOR THE APPLICATION OF AN IRRIGATION INSTALLATION PERMIT TO THE PERMITTING AGENCY. THE IRRIGATION CONTRACTOR SHALL ACQUIRE A SIGNED AND SEALED IRRIGATION INSTALLATION PERMIT FROM THE PERMITTING OFFICIIAL. PROVIDE A COPY OF THE ( INSTALLATION PERMIT TO THE IRRIGATION DESIGNER, LANDSCAPE ARCHITE.CT AND THE GENERAL CONTRACTOR PRIOR TO STARTING THE IRRIGATION INSTALLATION. ': TURNER ASSOCIATES ARCHITECTS: & PLANNERS, INC. Florida Reg. AA0002827 BOYfON BEACH STATION IRRIGATION DETAILS 201 S. Orange Avenue, Suite 250 Orlando, Florida 32801 (407) 648-2755 ....- SOUTH FLORIDA RAil CORRIDOR SEGMENT 5 PROJECT SHEET NO. DRAWING NO. SH-L004 II \ \ \ G - I- o ~ I- d) ~ U ~ a LL t- a z d) I- Z W !j o () n G - f- ~ t- d) ~ (.) ~ Q r I ! cp Cf cp ~ cp ~ ~ ~ cp ~ C;V ~ ~ ~ ~ 0f TRI-RAIL CONTRACT NO. SHEET Gf Gf C1p ~ ~ NO. I I I I I I I I I I I I I I I PANELS 'HVW & LV~ ' 00-834 I I I I I I I I I I I I I I I I I SEE ENL~RGED PLA, SH-E006! 1 I I I I I I I I I I I I I I I I I I I I I I I I I I ,1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I tNTRY sroi CLOCK I I I I I I I I I I I I I I I I 0 I I I I I I I I I I I I I -.J EE SH-EO 3 I I I I I l- ll..- (1) CJ) H :::J H @---- ----0 1 LIGHTING RELAY # I I - -- ---- --- --- I - -- -- ---- -- -- -- - ---- -------______1- - - -- i') c , ~ Q ~ = ~ r C Q .S @---- R2 H II II II II R2 H II II II II , I I -------------1- I I I H H - ----0 t . ._-------1 i i i i i i i i i i i 0 to. ~ '0 · ~, L _ -1- _ _ _ - -1- - - - - - j - - - - - - - - L - - - - - - -'- - - - - - - j - - - - - - - - L - - - - - - -!- - - - - - - j - - - - - - - - L - - - - - - -!- - - - - - - -t T - -- - - -=~--T-~~-- - - - -!- - - - -- - - I I I I I I I I I I ; I I I I i i i i i i i i i i i i i i ~ ~ @ ~ ~ ~ ~ ~ ~ ~ @ ~ ~ 8 I I I I I I 1----------- I I I I I I: _ _ _ _ _ _ _ L _ _ _ _ _ _ i _ _ _ _ _ _ j _ _ _ _ _ _ _ _ L _ _ __ _ _,1_ _ - _ - _i _ _ J I Iii i i i i PANEjLS HVE & ~VE i i I 1 'SEE ~NLARGED }!-AN SH-EQ06 1 1 ~ ~ @ ~ @ (29 ~ SCALE: 1/3211 = 11-011 o 8 16 ,- 32 4-8 I NOTES: 1. WIRE PLATFORM lIGHTS ON ALTERNATE RELAY CIRCUITS SO THAT ANY CONTROL FAILURE WILL ONLY CUT 50% OF lIGHTS. 2. PLATFORM EXIT lIGHTS ON CIRCUITS HVW-15 & HVE -15. ~ <{ o o o ,.- I Ix I I R1,R2 SEE NOTE #1 I STATION FLOOR PLAN LIGHTING l VW-17 CIRCUITS TO HVE & LVE ~ o o W I I (f) All BRIDGE AND STAIR DOWNLIGHTS ARE TYPE "H". . . (j) E m c (j) LL o 8 16 , 48 I ~ J " Tilden Lobnitz Cooper 1717 S. Orange A venue Orlando, Florida 32806, (407) 841-9050 E N GIN E E R I N G www.tlc-engineers.com FIOR ARCHITECTURE R1,R2 N o o N N ,.- STATION BRIDGE PLAN ELECTRICAL SCALE: 1/3211 = 1'-0" 32 , , \{': " EH3 #0000015 TLC NO: 101031 . . u (1) t:: o 0.. (l) A 1\1 o REV. 70% Submittal DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE APPROVED WJB - TeO JH WTJ TRI RAIL ~~~[R1~ ~ TRI-COUNTV RAIL CONSTRUCTORS i TuRNER ASSOCIATES ARCHITEdTS ct PLANNERS. INC. Florida! Reg. AA0002827 I 201 S. Orange Avenue, Suite 250 Orlando, Florida, 32801 (407) 648-2755 BOYNTON BEACH STATION STATION BRIDGE PLAN - LIGHTING w z ::> J SEAL 06/1 2/02 TRI-COUNTY COMMUTER RAIL AUTHORITY i i - SOUTH FLORIDA RAIL CORRIDOR SIEGMENT 5 PROJECT DRAWING NO. 6/12/02 WJB DATE BY SH-E004 II STA. 870+87, 150' LT. EXIST. FIRE HYDRANT (TO REMAIN) RIM EL. = 21.67 S. INV. (18" RCP) EL. = 13.63 W. INV. (24" RCP) EL. = 13.31 E. INV. (18" RCP) EL. = 14.27 EXISTING 6" WM 21.29 21.321 ~~ 11.26 TRI-COUNTY COMMUTER RA AUTHORITY rr RIM EL. = 23.39 -* ~ \ BOYNTON BEACH A TION r~~3 S. INV. (8" PVC) EL. = 17.62 F 21. q1.\40 BOYNTON BEACH FLORIDA J ) E. INV. (4" PVC) EL. = 17.65 T NAIL & T A8 4---1 X X II /1 Jr- () EXIST. WATER SERVICE "L 271" CONC. PAD FOR \ \.0 \ 20.46 2 .66 ~.7 ~ _ / I ~ ~}~~ BE REMOVED~ . _ _ ~;~SE72+8.~~:-LT ELEe. PANE/- ~1.51 I:: ~1k - - - X - - -tI. _ 21.21 \. =-- U~ 22.00X 20.84X 21. 4" 21.14 0.84 ' 0 ~ ~23.31 22.79r- ~ -I. rx 22 2~O / o 23.40 xq '-'JI 22.08 -1 X . 1.4 l0\x / = ---d/ /' /' 20.78 \:::.) ~ 0.94 o 20.04~ / ~1-.- ~ ~(-4) / /' X- ~ --- ~It. ~..:t'~. 71, \.~2\LT. o 0 FLAG.o 2 / \' ~~2 5:0.y 19:'91"'" " fLf:.!~~Atfl;:1 71 'X POLES (~) 1 . ~ ~~1-~f%G---~ ~. - it. 7 o ,j 0 .............. - X - - ~ / 20.73 ~. ~1-S~MPLE POI'. ->< 23.22 23.05 ~ ~ _ ~1.69-J- .15~.J. - CONCRETE SIDEWALK/RAMP - - - 1-S"x6" TEE (CUT-IN) .37~.O R~ PIPY OUTFALL SYSTEM (TYP.) X 24.)( X 25.03 X 25.15 X IX 23.55 o \x 13.31 PROPOSED X TR~~KS 23. 24.46 24 X PROPOSED WEST ST A liON PLATFORM Elx2241.60:l: FTxNAVD; 26.10:i: FT. NGVD X X X X X~---'-X_ ,IX ~ 24.0~X -X= - -x= -x - -X= _ _~3.:.~ >~ 2~17 22.09/ 21.90 21.74 @11.52 23.33 . - - - X21.62 - - - - - - - - PROPOSED EAST STATION PLATFOR (F.F. EL. 24.60:1: 2f.18 NAVD; 26.10t FT. N VD) ~x X -'-- -'-- X 'X -LX- _~3.5~ _ _ 21. EXISTING P TRAG 21.24 /110 L.r. 15" RCP X 15.58 >< >< RAlbRQAD -R-/-w - - - >< 18.67 1639 >< CONC. RETENTION WALL . ==== ==== ~ 19.52 16.. /-~(.f S2 15.6, - - -~ - - ~~ ---=~ - t5.18 I @ EXIST. INLET (RAISE TOP) STA. 873+ 11, 42' R'T. GRATE EL. = 15.40 (EXIST.); 23.00 (PROPOSED) N. INV. EL. = 13.50 S. INV. EL. = 14.501 E. INV. EL. = 10.53, (EXIST.) ---- / - - )( RAI LROAD3.R/W )( 13.55 1-95 OFF RAMP ~ RCP 874+00 ~ ~ ------ 871+00 872+00 @ CONTROL STRUCTURE STA. 872+06, 24' RT. GRATE EL. = 18.00 N. INV. EL. = 15.00 15" 875+00 ~ ----- ---- REV. DA TE BY DESCRIPTION DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE APPROVED SEAL TRI~RAlL TAl-COUNTY COMMUTER RAIL AUTHORITY I(EITH and SCIINARS, P .A. ENGINEERS PLANNERS SURVEYORS 6500 NORTH ANDREWS AVENUE fORT L\UDERDALE fL. 33309-2132 CERTifiCATE Of AUTHORIZATION NO. 1337 --""L ~T ~ R C f- TRI-COUN-'Y RAIL CONSTRUCTORS TRI-RAIL CONTRACT NO. SHEET NO. 00-834 EXISTING 6" WM I .:;;;;- ~ ~O SCALE 1".' = 20~ ~ 1-12"X2" TAPPING, SADDLd 1-CORP. STOP RAILROAD R/W 19.63 BILLBOARD 1-1" METER/BACKFLOW PREVENTER ASSIEMB~~ 00 V o ~ PROPOSED 19. 7~ORRIDOR SWALE/DITCH DRAINAGE SYSTEM (TYP.) 2" POLYETHYLENE WATER SERVICE X / X X X ...L- ..Lx - - - ~ 21.0 X @ X X X L.F. 15" RCP RAILROAD R/W h 16.20 ::::=X 17.37 / 876-1-00 877+00 @ CONTROL STRUCTURE STA. 876+34, 24' RT. GRATE EL. = 18.00 S. INV. EL. = 15.00 BOYNTON BEACH ST A-rION SITE INFRASTRUCTURE PLAN SOUTH FLORIDA RAIL CORRIDOR SEGMENT 5 PROJECT DRAWING NO. SH-C002 II I::: o ~ E Q ll) C\l r<) C\l o o C\l 't' o l... Q <:( ......., t5 r:::: ~ l./) G ~ OJ ~ ~ ~ o OJ l.....J en ~ "Q !Ii t5 r:::: ~ l./) ./ .... o o J'.,. o o o o o ./ o o o C\l ./ >- ~ ct ::) l./) ./ l./) ~ o ./ ~ S89-33'44'~ 566.47' 22.03 ).... I-. Q2 ~ ;:t:: I':<"C ~~~ "C~a:: ~~3 ~V)LC )::: )::: .. es Cj Cj x23.11 ~~L5 ~QjQj ~~~ <:.J22 >-~~ I-.~~ ~ c:t) c:t) X21,91 ~ <:.J I k I': 22.17 tt \,1 0 22,83 22.-13 22. 55 FND. NE. CORNER TRACT 90 PLA T BOOK 57, PGs. 196 & 197 FOUND 2")(2" CONCRETE MONUMENT STA 876+23.9~ LEFT 117.21' BENCHMARK ELEVA T/ON = 23. 36 C) 0) I-- ('..,) ~ ~ ~ -..;; -.J I-- V) L:) 1" 2.10 FND. NAIL &- TAB lRA II. PT. STA TlON 872+86.73 OFFSET 103.96' LEFT ~ C) ~ ?i ~ ~ V) 21.3 o 00 o TELEPHONE -0- BILLBOARD ca 2 21,97 ~ :t 'I ~ .. ~ '" ~ 22. 33 19.9 2.173 2.116 2.1"1 22,96 2.175 2.120 !lJ ... C) ~ ~ " ~ FND. NAIL &: TAB TRA II. PT. STA TlON 874+56.74 OFFSET 110.63' LEFT 18,0 19.7 2.16 24,625.1 2.11 2.13 X' X 24.5 CJ CJ i- ~ CQ ~ ~ ~ f-.:::: 2.14 24,6 24,6 23.1 2.10 X X 25,32 2.10 C:J CJ i- ~ CQ gs ~ 22.3 2.15 SIGN TELEPHONE C:J ...D.. -0- C:J 1 i- ~ fu '" 2<l~X~~ In"" 2<06 ~ 27. 4 ~ CONG. PLA TFORM AND RAMP WITH HAND RAIL ~ 25.80 26,06 ~ 25.97 26.10 CONe. COLUMNS WITH OVERHANG ilia 25.40 CONC. PAD 24.82 24081 2.187 CONC. PAD FOR BENCHES o 25.20 25.35 ~ 4.30 6' CLF A/C PAD 24,82 0\0 25.60 (,:) t::::l ~ o 25,61 24,91 MATCHLINE A-A 26.02 26.11 o ~ ~ h.. V) "'C -..j -..j ~ ~ "'" ~ V) ~ ~ ~ ?5 ti) ~ (j ~4.8 2.11 5.51 ~ (j ~ R: t::::l ~ Q:: ::.! ~ ~ ~ h.. V) "'C -..j -..j ~ ~ ~ X2.10 ~ ~ SIGN SIGN 25.2 80 SIGN 25. I 2.12 '2.7 CJ C:J i- ~ CQ 24.85 26.31 25,96 27.29 ]I SIGN 6.-12 26,41 ~!1 "', SJ Cr:J 2 7.5.4,,2.1-1 If 2.10 22.3 ~ ~ ~ h.. ~ Q2 t::::l ~ Q:: ::.! ~ ~ (j ~ "'" -..j h.. V) L:3 c 17.1 17.1 17.3 17.2 ...-"~(~'-~' MATCHLINE A-A U\~ --'"] 25.61 24,50 *" 24091 o ~FLAG POLES (~ DEDICA TlON MONUMEN T o TICKET OFFICE &- 0 VERHANG 25.79 25.78 26,08 SIGN RIM ELEII. = 23.18 S. INV=15.14(18" RCP) W. INV=14.82(24" RCP) E. INV=I5.78(18" RCP) RIM ELEII. = 24.90 , S. INV= 19.13(8" pvd') E. INV=19.16(4" PVC) CONC. RAMP o CONC. PAD FOR lRASH CAN (TYP.) 26.54 25.29 RIM ELEII. = 23. 4-4- >- w. INV=I7.00(18" RCP) I-. Q: a ~ ~~~ "C.......a:: I':~ ~~N ~V)LC Q::~(3 !--tJ ~~L5 ~QjQj ~<< <:.J22 >-~~ I-.~~ ~c:t)c:t) ~ <:.J I k I': SB5.26'031JW 59B. 67' 25.18 26.4.J .1.29 .. ~ N ~ 2.144 2.140 la..J ~ C) ~ ?i '" C) V) 25.35 X ~SIGN 26,40 ] , ~c. j COLUMNS WITH OVERHANG 26.48 p CONC. PAD FOR BENCHES CJ CJ 26.66 i- "- r---.. CQ ~ CONe. COLUMNS f WITH OVERHANG o o 27.01 26,81 26.91 2.152 25.72 26.97 2.1.79 CONe. PAD FOR BENCHES RIM ELEII. = 24.48 S. INV=18.63(8" PVC) W. INV=18.57(8" PVC) SB5 -26'031JW 666.47' 23.71 ",Jf,0 2'28 POINT OF BEGINNING ACCESS EASEMENT ORB. 8545, PAGE 1084 PBCR. SE. CORNER TRACT 90 PLA T BOOK 57, PGs. 196 & 197 FOUND 5/8" IRON ROD & CAP ''LB 48" STA 862+42.19 LEFT 90.43' BENCHMARK ELEVA T/ON = 24.03 2.161 24.05 ~ nl ~ ~ ~ ~ h.. (5 Q2 t::::l ~ ll::: ::.! ~ ~ (j ~ "'" -..j h.. ~ ~ 108 ~ ~ V) RIM ELEII. = 22.98 ~ N. INV=I5.37(18" RCP) ~ it: U i:S <: ~ ~ il ~ il 2.130 RIM ELEV. = 16.91 E. INV=12.04(15" RCP) 24.13 24,2 I'-.. r-.:O) lC)...... O;~~ I--C)~ C0<00) O:l...... ~I-- ~"Ct2 ctCj ~ il ~ t3 il ~ \1: V) IQ il ~ il ~ 24007 24.82 24.81 24.83 24.89 25.12 ~ C) C:J i- c:J ~~ CQ 26,89 X 25.6 27.06 2 .4 ~ ..EL SIGN ~ CJ CJ i- G) c.a CQ X24.8 24.7 J'[25.'" 2.1.4 Jf 2.1.0 '26,0 X SIGN .1 26,5, o 26.87 '"25.8 ~ ~ li) ~k ~g ~ll::: ~h.. iX~ ~:::J ~~ ~7. 2M 26,0 ~ (j ~ R: t::::l ~ ll::: ::.! ~ ~ ~ h.. V) "" -..j -..j ~ SIGN Jf 2.1.6.1 ~ ~ -15.5 2.1.1 26.37 2.1.2 SIGN I o SGN I gs f-.:::: 2.1.1 20,6 ~ . ~ ~ S ~ ~ ~ ~ ~ ~ h.. 25 Cl2 t::::l ~ C1:: ~ ~ 22.1 ~ ~ ~ "'" -..j h.. V) L:3 26.0 26,93 24.0 X X 26,2 C) CJ i- .J.4,5 CQ 2-1.2 c.a CQ 26,4 24.'" X 6,0 27.05 20,5 gs K: 17.9 -..j ..... ~ ~ i=::: ~ " ~ (j ~ (,) 20,2 :j ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ c::i ~ ...!. 2.18 NOTE': 777e undersigned and CRA lIEN THOMPSON <I' ASSOCIA TES, INC. make na representatians ar guarantees as to the information reflected hereon pertaining ta easements, riJ;ht-af-way, set back lines, reservations, agreements and other s/m/7ar molters, and this instrument is not intended to reflect or set forth all such molters. Such information should be obtained and further, confirmed by others through appropriate title verification. NOTE: lands shown hereon were not abstracted far right-of-way and/ar easements of recard. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED, EMBOSSED SURVEYOR'S SEAL. SKETCH OF SURVEY SPECIFIC PURPOSE SURVEY LEGEND ~ ~ ~ c::i ~ ...!. A ARC LENGTH B,C,R. BROWARD COUNTY RECORDS CFT CALCULATED FROM TRAVERSE CLF CHAIN LINK FENCE CONC. CONCRETE D DELTA ELEV ELEVA nON INV. INVERT MCI FIBER OPTIC MARKER PVC POLYVINAL CHLORIDE PIPE PB PLA T BOOK PBCR PALM BEACH COUNTY RECORDS PG PAGE POB POINT OF BEGINNING POC POINT OF COMMENCMENT R RADIUS RCP REINFORCED CONCRETE PIPE RGE RANGE TWP TOWNSHIP WTP WOODEN TELEPHONE POLE -OHW- OVERHEAD WIRE - - RAILROAD BASELINE -0 WOOD POLE ~ GATE VALVE <;> FIRE HYDRANT . BOLLARD 83 WA TER METER IZI ELECTRIC METER ~ PULLBOX IE] PAY PHONE ~ METAL LIGHT POLE ~ CONCRETE LIGHT POLE ~ SANITARY SEv.1::R MANHOLE ~ CA TCH BASIN @ DRAINAGE MANHOLE rn TELEPHONE PULLBOX n SIGN TOO TOP OF BANK TOE OF SLOPE SWALE ~ ~ ll:: ~ ~ ~ ::t: INDUSTRIAL WA Y COMMERCE PARK WA Y NW 22 A \.-f" (CA 7l'WA Y) IS ll! I-. ~ ~ Iii LOCA T/ON SKETCH (NO T TO SCALE) -Tal roE - SWAlE TREE LIST: 5654 4" BA Y 5655 3" SCRUB OAK 5656 3" SCRUB OAK 5657 4" SCRUB OAK 5691 9" ACACIA 5699 10" ROYAL PALM BH=10' 5772 3" SCRUB OAK 5773 3" SCRUB OAK 5774 4 SLASH PINE 5775 7 SLASH PINE 5776 5 SLASH PINE 5777 7 SLASH PINE 5778 5 SLASH PINE 5779 5 SLASH PINE 5780 3 SLASH PINE 5782 4 SLASH PINE 5783 8 SLASH PINE 5785 4" BA Y 5786 3" SIL VER BU TTON WOOD 5787 3" SIL VER BUTTONWOOD 5788 3"" SIL VER BUTTONWOOD 5789 3'" SCRUB OAK 5790 3'" SCRUB OAK 5791 3'11 SCRUB OAK 5803 DEAD SHADE TREE 5804 DEAD SHADE TREE 5805 DEAD SHADE TREE 5806 5'" WHITE BUTTONWOOD 5807 7>>' WHITE BUTTONWOOD 6427 8"' GUMBO LIMBO 6428 7'" GUMBO LIMBO 6434 3'" SIL VER BUTTONWOOD 6435 3'" SIL VER BUTTONWOOD 6436 3'" SILVER BUTTONWOOD 6437 3'" SIL VER BUTTONWOOD 6438 3'" SIL VER BUTTONWOOD 6439 3'" SIL VER BUTTONWOOD 6440 3" SIL VER BUTTONWOOD 6441 3" SIL VER BUTTONWOOD 6442 3" SCRUB OAK 6443 3" SCRUB OAK 6444 3" SCRUB OAK 6445 3" SCRUB OAK 6446 4" SCRUB OAK 6450 4" WHITE BUTTONWOOD 6451 4" WHITE BUTTONWOOD 6452 4" WHITE BUTTONWOOD 6453 6" WHITE BUTTONWOOD 6755 4" OAK 6756 4" OAK 6758 6" SLASH PINE 6759 10" SLASH PINE NO TES: 1) THE BEARINGS REFERENCED HEREIN ARE BASED ON A BEARING OF NOR17f 00.56'08" EAST ALONG THE EAST BOUNDARY OF 17fE EAST CSX RAILROAD RIGHT OF WA Y AS SHOWN ON 17fE FLORIDA DEPARTMENT OF TRANSPORTA TlON RIGHT-OF-WA Y MAp, SECTION NUMBER 93220-2403. 2) THE ELEVA TlONS SHOWN HEREON ARE BASED OW THE NA TlONAL GEODE77C VER77CAL DA TUM OF 1929 (NGVD 1929). 3) BENCHMARK USED " PALM BEACH COUNTY BENCHMARK 'fNDUSTRIDGE' ~ 17fE BENCHMARK IS LOCA TED A T THE INTERSECTION OF INDUSTRIAL WA Y AND HIGH RIDGt=: ROAD IN 17fE NORTHEAST QUADRANT. 17fE BENCHMARK IS A PALM BEACH COUNTY DISK SET IN CONCRETE AND STAMPED ''fNDUSTRIDGE': THE BENCHMARK IS 38 FEET EAST OF 17fE CENTERLINE OF HIGH RIDGE ROAD, 27 FEET NORTH' OF 17fE CENTERLINE OF INDUSTRIAL WA Y. 28 FEET NORTH OF A SEWER MANHOLE AND 2.5 FEET EAST OF A WOODEN POWeR POLE Wl17f WITNESS SIGN. ELEVATION = 20.532 FEET. 4) 17fE ELEVA 770NS SHOWN HEREON ARE FOR THe PURPOSE OF INDICA TlNG THE ELEVA TlON AT 17fE POSITION SHOWN AND IN NO WA Y INDICA TE ELEVA TlONS A T ANY OTHER POINT 17fAN SHOWN HEREON. THE ELEVA TlONS IN NO WA Y REFLECT THE SOIL CONDITIONS OR SUB-SURFACE CONDITIONS. 5) THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MA Y HA VE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HA VE BEEN PLOTTED A T THE CENTER or THE FIELD LOCA TlON AND MA Y NOT REPRESENT THE ACTUAL SIZE OR SHAPE OF 17fE FEA TURE. 6) THIS SURVEY IS LIMITED TO THE LOCA TlON OF ABOVE GROUND IMPROVEMENTS ONL Y. UNDERGROUND FOUNDA TlONS AND ENCROACHMENTS WERE NOT LOCATED OR SHOWN HEREON. ANY UTILITY LINES SHOWN HEREON WERE LOCATED AS PAINT MARKS ON THE GROUND, AS MARKED BY OTHERS. 7) TREE TYPES ARE DETERMINED TO THE BEST OF OUR KNOWLEDGE. EXACT SPECIES SHOULD BE DETERMINED BY A LICENSED BOTANIST, DENDROLOGIST OR OTHER PROIFESSIONAL WITH SUCH CAPACITY. 8) THIS SURVEY WAS PREPARED FOR 17fE PURPOSE OF SHOWING FIXED VISIBLE IMPROVEMENTS AND SITE TOPOGRAPHY SUFFICIENT FOR ENGINEERING DESIGN WITHIN THE AlREA EXTENTS PRESCRIBED BY THE CLIENT. CER77RCA rEo' I HEREBY CERTIFY THAI T THIS SPECIFIC PURPOSE SURVEY AND OTHER PERTINENT DA TA SHOWN HEREON, OF THE ABOVE DESCRIBED PROPERTY WAS MADE ON THE GROUND, CONFORMS TO 17fE MINIMUM TECHNlCAIL STANDARDS FOR LAND SURVEYING IN THE STA TE OF FLORIDA, AS OUTLINED IN CHAPTER 61G17-6, (FLORIDA ADMINlSTRA TlVE CODE) AS ADOPTED BY THE DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION, BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN SEPTEMBER, 1981, AS AMENDED, PURSUANT TO CHAPTER 472.027, FLORIDA STA .TUTES AND THA T SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND ,BELIEF AS SURVEYED UNDER OUR DIRECTION IN SEPTEMBER, 2000. DA TE OF LAST FIELD WORK: 27 MARCH, 2002 RIM ELEV. = 19.85 E. INV=IS.08(tS" RCP) 4499 I I I ; I , ,I il c------ ----"' o o '- (Q ~ co w W ....J I- <( <( 'U o If) b N JI T""" Ow Zo::: -"0 00>- Ww 1-> <Co::: 0::> ow 00 00. <Coo 00::: Zw <Cz zZ 0:) ~c.. ~. o IW 1-0::: .w zW wZ >- ~~ OW ~ ~ ~ h.. (5 Q:: t::::l ~ ll::: ::.! ~ ~ (j I,.J ~-o POWER h.. ~ ~ ~T l ~6'42 ~26.41 25.8". X26.418 i- ~ CQ W ...J <( () (j) ., J: o L:i CO z f2 z ~ en a ('oJ II ~ <( (f) ~PR lID 5 2002 ~ CD z 3= <( ~ o ~ N d z g;l ~ CO) W CO) Z CO) iii <( :J a <D ii Cl o z it iJ: ui ~ ;i. :2: o o(l ffi~g;l Cl gJ)~ ~ :5~~ w ~ ~ ~~ :J o~~ l/) LL~~ 6 I-j~ Z ill~LL ii ~ ill l/) ~ a z ~ w Il) a w l/) z w () ~ ;3 ~ o ...J LL ~ z CO) ID Il) CO) z o ~ ~ C/) --I <( 0: - 0: I- .. 0::: o LL 00: We ~J: 11. W 0::: 11. ~ lD o W ~ U W I U \\ co l() z > -;) I' I' I' co v I o v ~ o o CD o ....J W G: ,...., U) '-" w (j <( 0.. w I- <( o r ,r,: ~ CD z o i= a.. 0:: U (/) W o b<.f Z;;!; ~~ m~ og ~~ ~olI .Z ~~ g~ ~~~ olI~N ~5@ 111...1- ~OlS O~~ F-a. j2;ijjo ~~u o(lli<.f 5a.z lA.~~ oo~ ~F< Ili~u @j~~ 8:~-< ~;;!;olI '" 1II0Z ;~5l 8!f~ Ili~O :I:;;!;F ~@~ iJi::l< ....85 ~Ih~ J!!"'E ~ill~ 1 '- .. ~ > a: => C/) W C/) o D- o: => c.. o - I.L - o w a. C/) PROJECT NO. 000007001 8-1 SHEET 1 OF 1 '-