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PLANS . . \ ; \\ , \ \ , \/ \ ,.f r j /\ ~\ .'\ f ~ \ \ I . . . .. · f 1 . . ... ~ v . .. , \. \ II .. ..L.EXIST. l€l DIP W.M. ~------------ ---------------------- -----++-------------------------- EXIST.€lDIP F.M. I ____________-., l--~---------------C______________ 1 -~~ - ~.. ~;:~~--! ~ ~: 7.: -,~ - ~-~: ~::-,,~~ -::-@' '-~; ~ '!":.~ "0-"" :" "'" '"":' ',:,,-~~ x: u= ",- '" -..... -" ".r.~-'" -'"~"" """"= ",-c'" -"'" .. "'" ,_", 4::'''QjT: .._ ., /9-,2.5,' ~-:., ..o~, , ~ ,~. -,~, . " . - -~ '. '; . .-~ ' .'" I I 19~ 100~ t:.X/51.8'VCP SAN $EW _ __ ~ I I T · . -., '\' - . ...,( -", , ~~. ". -",' I _ ::;:".~ "" ,'_ p~ _ ___ ...... ....... _ _ " I " ,',', ", 0 ',', ,'..' ',,, '''''', ,'" , " '" -: '," I I - ,~ ,.t> I \6-0. ,i ,"'", ~ ' ,.> '::' .'. ", ". ' "",' ,0;,. , .' '" '.~.. ' ; · ::" "', ",-: I I ~. , 1 I '. ,0,',', ': , '<,,;: :'::;:' ' ': ::,.. . :'."::' ~ :" '." ""..,",' .' L : II ' "' , . - ' - . . . .' -". ., \' . 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"f] _I : 1" " , "" """,~, ,',",:,", ' ',,',"" I I I : . ~ - -, -' ,-, - ,.: ":">.'~- - ,. .;'-....~- 'u/':' <~. . . .' - -" ,"'" ,< ~ ~ I I I t -II . 11 ..'-,' '~-X:-;;.n~D "r - ;," ~ '.,;- .::- ;.-., <~I,. '1"". .~, :.:&ISt..C.B;=~~_ - I I 1 " lic" · 'I!.Q - P. r,.,. ~._-', - . . - . .'. ' , . - -' -,' fSEtA"ft:.<tJ/9.98 ." I J -I il ' , ,iJ'IJ.V.-,:" '" ..'..,",: '7:- " " ,','. .':.,:, JIN.-16IJfJ I . ,:"..'. : :1 ': . ' f.H.:" ':" y::;8' ~c' w,u,.- , .:' , ,:',: ,:", ,'.' , ',..' ", ' " . 1-9~~:i!' '.,-, --J, ' - "." r - ".- '~f -:'. ..;- ," .' "=.,,.' '.. ~ J, IJ _,I. : I ;, " ' ,',', ., - ..,: ':.:.: ; , " t;' .- ,,:' .. ,,' '; :.: , '.- ... . , ','" I Y I\' . . .1 ! !J " I 1 r~), ,1\ I I 4-. GRADE TO DRAIN I ~Il"i ~Il"i _1 IF", I . ' ' II h : ll:1 ..@r.,',,',""'-';O,;@l1'I\i\I-.',,'I-It! I' ; , 2t " .. I' ~ I ~ \ I' , It l. - r It-r'.~ ~rp "-1 t ~ I I I \ ' I - . , ,11 ' !.x, _ J ~ I I r, ,- ~ : \ \\ Jt~ '~ fj ~I i I I, i'P; t'll.t:. W.I 'II ' -rr\'Oo Ix -' ,& I I \ f3~g WtL . M. , .l t I I \11 " I ! :' - ~! I \~ t (~~ y RELOC~ " t: :, - i, .. fI ! !i. : I . , B~I ~ ..-I. 1 I /~ EXIST.F.H. \I ' I . I GRADE TO DRAIN ~ \ I I ' EXIST. €l~ 95 Tii ~fIM--<J- ) , I' ~ ~ _ _ ( I : 1.1 I I STUB I ~ EX/ST. C. B. , JJ.:Q:? r 1 I I ' , - I I...: GRATE./8:TO , it. '1-' I I EXIST. C.B. I I~ I 11N.-15.90 , I _ . I - GRATE -/879 ~ ~ f--T-o.. " _ t :x1 I ,,' 11N.-15!BEJ I I 'l&Ji 'I'~ \911) _@" I I I -/5.42fNJ I I I ~ ~~ '\. ' .~ I . '.x, ' - I I \ -/4.2!XSJ--rJJ1- -\ -. D I ~ ~ I", vi" I ; I I t~~~ ~ .7 Ii: !j 1 ' ' : I -;. TQ IBE REMOIED-, I :', 1 I, ~~ ~ '.7. I ~I !. !.X\J' ~ "I I I 'I 1 : I' i ,: ' ,/ , - · l l '" j - '" : ~ :', Lt\iiifj ,; , j:' ,,/1' @j l ~j '~ I ~ ~'j ~ I ~~ I ~~ -t ,to " - vV' /0 _ . I- ~!tJ (2.1JJ?j I ~ I I@IF:-;. - -~ 'I ~ i : S-CMP ,I - !!; I 19 I ~~W ~. ,,/ '::::::.~ I .1: 101 IF-I !L Dol ~ J \ I ~ CWf@1r J..:. ~~. · ;;I~~ -: 7 T' - -'-71-~; · I I;i I I vr ~7~ ~ ' V;~ il?) e~ ! F.F.=21.IO FT. NGVD f( I : @f": !~@./ ..@ I _ ~. ~ ~!i@: ! ! 1 ~ j I ~~ ~ V 5 IF-IS' CMP '\ rJ. ~ ! ! - '1 1 : ~ 5IF-IS'C~P V '(I.. iv1 ~~ I ~ I .. ~ ~ - - I I T I III I t! ~ 1\ II II r ~I r-r---f- -I- : \9~ I - - E - - ~..-d - - - - - - ~ I II II ~ 1\'0 U ~ 1lI ~'U} : I ~~ ) ncV J ~ ~ '0" ' r.;<;) I IfiiiiY 'eX 1/00 IF-EXFIL TRENCH ~( ~ i ~ ~ I I-JP_ I 68 IF-IS' CMP---- W/IS' PER.ijIPE I ~ -, i i I ~ ~ :-: -! ~ @" I @S LF-I5'CMP)@ : i : I ~ ~ Ir\: W s&-IS' CUP N r ~ ~ ij l ~_ ~ · I (l~Z; I I. L ~: I" _ ::I~ I i I - - 1- - - - - - - - - - ~ I - I~ I I l.r I i!f. ~v II II t>. J I'--- : : I V 115 LF-EXFIL TRENCH/ 61 LF.IS' CM~ _ I 1 I ~ 1 ~ \.... ~ ) ~ ~ ~ J ~ u 1 -...........J I · I 5 LF-IY CMP 1 W/I5' PeRF, PIPe \ 6IIF-24' CMf't'- I I I U 100 IF-ROCK TRENCH i :. I t 5 LF-/S- eMP V I / jc~lS II I I ~ ~ w//s' !~~RF P!!.E 1 -L : ""' I ""' I ~ I I lJ. -Z I ,Il!ll @3J I I i @ 1 ~'J I I I .::J Le~@JJ ""' : : (iffY---I---I9JI);-:.'----~/--EXISr:~PST05~.~ho.~_-<<n~ I __ l:l!A"- L- _I I _~_; e!ll ! ~. I:~ -1 l - - .---.- --- / __L / / /~.,l,_ ~_ u. _ .r~ e!ll A \. /. / '/' I ::::... ~ ,_ _ ,__ _ _ T ! / / / EXIST.:.~B. - !7 !~\. I"--EXIST.C.B. \4-/ I foil-tAl r -If IJ() ----r I 'GRATE-f1./J/ / / 11N:1::J&~/ ' I I 11N.-/4SfJ I -IJ.4JlSJ l--J---o---l-~ INDUSTRIAL WA Y 1- - t - - ~ if;;: mp_w.M~ - - - - i - - - - - - - - - i L.~_l_ ~~ _ _ EXIST. ~VCP SAY;~;!'f1b75 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ CONTROL STRUCTURE -tl - - -y}" _EXIff!.._4l!_C~~ _s!~,!M_ ~iJ#9ED EU%W ,I ~--------.----::::::::::::::::::::::::::::::: f2 1550 FT. NrND. EXIST. C.B. I II ~ P. R. B. GRATE-f1 B1 I ~: IfN.-/I.B8 11N.-J2..8/(w) ) II -12.5~SE} II Bill EXIST. C. . II GRATE-f1.93 II JIN.-/3.2!XNJ M II -2.!J4lEJ EXIST. €l DIP W. . II II II II II II ------------------ MINER ROAD ------------------------------------------------ ------------------------------------------ GRADE TO DRAIN ., . ., GRATE-fT75 2 INV.-/J50 EXISTING LAKE D. W. L. =9.50 FT. NGVD ~ ~ .. ::;; Cl: o IL. ~ ... ~ <: '" ::0 a:: CD ~ 5 GRATE-fT75 INV.-1350 3 GRATE-18.oo INV.-/J.75 / / 4 GI RATE-fT75 NV.-/350 6 GRATE-f1:!5 /NV.-/J.50 D.. DENOTES CONCRETE jJ 101 SCALE:I'=40' NOTE: ADJUST SAN. SEWER M. H. RIMS TO MATCH PROPOSED GRADE. ~lu.O 6/~4Jt~/''' CHARLES 0 BUCKALEW, P E FLORIDA REG NO 24842 (FOR THE FI RM) DATE IRE V I S ION S DATE February 1990 SCALE 1" 40' FIELD BR_ NI A DWNG. BY r M CHECKED BY C.O.B < e > g ~ ~ Z ::) o ceU o LL:J: ~U ~<C OW ~ca . ~~ <..J ~<C ~a. ~LL ~O g:; 01- 2Z ~W ~~ wW ~" ~ct ~Z :!<C ~:2: ; W ~ ~ ~ < (/) ~ <C z == ~ > o en z <( ..J 0- W ~ <t Z - <t a: o c z <%: ~ z - C <2: a: ~ ~ ~ Z - > <( 0- SHEET NO. C-1 OF 2 SH'EETS PROJECT NO 13381 / " t o - . . fo. ~ .. . if o .. .. " .. . . , wi , .... is ~ ... ~ CI: o "- ~ "- "- Ql "' ;;; :0 CI: '" S' S~'~ ; SO:.;J SOJ I . 2S' r 2S' ~ WHEEL STO,:> 6' I I I 5' \I,';"'-==L SiOo erp) ~lr I -J1'l0?J " IS' PARKING 27' DRIVt;"WA Y 18' PARKING SLO.OE 17- - I 1/2" TYPE S-I MOD, ASPHALT C''' L1MEROCK BASE / 5' UJlE.~K elSE / ~'--r- H I I I? CJJJPACTEJ SU3;P.A.JE 18' 'j GENEnAL NOTES 1J::-'fo The location and size of all existing utilities and topography has been prepared from the most reliable information available to the Encineer, This information is not guaranteed and it is the Contractor's responsibility-to determine the exact location of any existing utilities and topography prior to con~;tructlon, The Contractor shall verify all utilities, by electronic methods and by hano excavation in coordination with all utility companies, prior to beginning any CO'1str Jction operations. Any and all conflicts of existing utilities with proposed improvements shall be resolved by the Engineer prior to beginning any construction operaticns, This work by the Contractor shall be considered incidental to the contract and no additional compensation shall be a:lovw'ec. 27' DRIVEWA Y PARKING IS' PARKING 1. 1//2" TYPE S-I MOD, ASPHAL T /'l S!..O,OE IX - , ~'~' 5' L'JlERXX eASE / I? CJl.I,oK/EJ S:.J3;."iA:)[ S" LlMEROCK BASE 2. Prior to construction, the Contractor shall notify the- following utility companies if applicable. Florida Power and Light Company Southern Bell Local water and sewer utility company(s) Local cable television company(s) Local City Engineering Department Florida Department of Transportation Underground Utilities Notification Center of Florida (UNCLE) 1-800-432-4770 ,., '"' ,::U','I u.\'[ SECTION "A-A" P,T, ~A 18' PARKING 27' DRIVEWt, y , . ... 5' S~'A.:.L SO:";J SOJ 25' 2S' WiOTH 5== NeT[ I! I' . , I II..' Pc,=: FT, I I S:"OPE , ..l- r 1 jTH:CK,'.'[SS OF S/OEW,:.U: : SEE NOTE 2 TYPE '.4' JO:'./ ,. I E X/sn\'G : : SIO~~'A!..X I ----!...___L_ "TrPE '~ JO/,\ / 11/2" TYPE S-I MOD, ASPHAL T SLOPE 17- - " PLAN \" L1MEROCK BASE I? CJJJPK/EJ SUEI;,'1A.JE SECTION //[j...J :- II 3/4' ---r- I 'A-A I I/?-J L.- II ,1/';' 1/';'8 ~~I ~ ~ II? PREMOLDED ~ [XP;.....SIO'1 .!OfltT MATE R/,:.L 1/';' R IS' PARKING 27' :'R. VEWAY .'..~_ 18' P.tlRKING 3. All elevations are based upon the National Geodetic Vertical Datum (NGVD) of 1929. I 1/2" TY'-''''- ~_l MOD, A:,PHAL.~ /'l 4, The Contractor shall be responsible for the repa:r and restoration of existing pavement, pipes, conduits, cables, etc., and landscaped areas damaged as a result of the Contractor's operations andlor those of his wbcontractors, and shall restore them promptly. Prior to Final Acceptance, the Contractor shall supply 1he Engineer of Record with the certification that all construction and materials meet or exceeds the design and has been installed per the drawings and/or As-Built drawings. I U~~5L SiOP L-, '"~ /<-.'-~~t. jME~~CK tiAs'''- 6' UJl[.~X BASE It?' COiJP!CTE:J S'J3;Q,A:)[ S'..DN: IX - 5. 6. The Contractor shall coordinate the work with other Contrac10rs in the area and any other underground conduit required for FP&L, Sout'lcrn Bell, irrigation system, etc., prior to beginning subgrade. The Contractor shall ccordinate relocation of all existing utilities with applicable utility companies, SECTION "B-B" I 1\'0Te: JOII\T 'Er SH.:.!...L BE PLt.CEO 5'-(]' CEttTER TO CE,\TU? O.'/SIOE".\'':J-,( I\'OTE: JO;t./ 'A'SHALL BE PUCEO AT Pi:, AND P,T, OF CUF~/ES, JU'\"CT/ON OF EXiSTING SIOEWALXS, EVEH,( SO'OV NEW SIOEYIALXS, AND WHERE SIQ[\'.'AU( /..30TS COI\'CRE:TE CUFrBS, DRN[WR'S, A....J SI),(ILt.,Cf ST,RUCTU,CfES, TYPE 'A' JOINT 16' SO.:.E S?JJ 50~ t- "'ARKING l 8 8. roo CONCRETE If1ll :/;;;~~L srO" IL 4 40' SO' ORIVEWA Y 7. The Contractor shall submit five (5) sets of shop drawings for Cipproval to the Engineer of Record prior to fabrication or constructlcn for all materials used on the project. Approved shop drawings from the Engineer shall then be submil1ed to the County or City for their approval. No construction shall commence until the approved shop drawings have been obtained by the Cor,tractor from the Engineer. SO' ORIVEWA Y , 40' 10' r PARKING I ~fffOJ 6" CONCRETE' 'rl[~;;""~ I 1. All unsuitable materials, such as muck, hardpan, organic material and other deleterious material as classified by AASHTO M- ~ ~5, found within the road and parking lot area shall be removed down to rock or suitable material, and replaced with the specified fill material in maximum 12" lifts compacted to not less than 100% maximum dry density at optimum moisture in accordance with AASHTO T-99. Thickness of layers may be Increased provided the equipment and methods used are proven by field denSity testing to be capable of compacting thick layers to specified densities. TYPE '8' JOINT ;0' 30' ~ PARKING + PAF. ,.,.; ~ 6" C?NCRETE 6" COtvc.?ETE s~ ,.,"\ S~ . ,/2" TYPE 5-1 MOD, ASPHALT SIDEWALK JOINTS NOTES f} S:D[WA!..X THICKNESS IN RESIDENTIA!.. A"iEAS SHALL BE 4' THICK, THICKSESS It I COMMERCIAL A"iEAS Iv'ID IN DRNEWR'S SHALL BE 6', 2) $IDEWALX WIDTHS SffALL BE ';'W/Of 0.'1 LOCAL STRfE:TS A'/O S'WIDE 0.'/ k..L OTH=r?S, 6' UJJERXK BASE / 12' COuf'I<CTE:J S!Jf3:>.".A9E 8" U"'E~OCK BASE \- '"[,";8.5 SIDEWALK DET AIL I 1/2H TYPE S-I MOD, ASPHALT P^VINC, Cn^DINC ^NO ORAI\JAGE NOTES 8" LlMFF-;1CK BASE - _.=.'8.C J \ 'U'E"XK !JAS[/ 12' COl/f'I<CTED SUf3:>.'tt.JE Ail areas shall be c:eared arid grubbed prior to construc~ion, This sr,a:1 cor:sist cf :~'.G complete removal and disposal of all trees, brush, stumps, roots, grass, weeds, rubbish and all other obstruction resting on or protruding through the surface of the existing ground to a depth of 1'. Items designated to remalin or to be relocated or to be adjusted shall be so designated on the drawings. Fill material shall be classified as A-I, A-3, or A-2-4 ill accordance with AASHTO M- 145 and shall be free from vegetation and organic material. Not more than 12% by weight of fill material shall pass the No, 200 sieve, 4, The Contractor shall be responsible for providing certified material test results to the Engineer of Record prior to the release af final certification by the Engineer. Test results must include, but may not be Iirrited :0, densities for subgrade and limerock, utilities, excavation, asphalt gradiation reports, concrete cylinders, etc. SECTION "C_C" c.. ~ , ;--- ooncrete with / 6 K 6 10/10 .....)l / '. ". ,. ,. . .., .., PLA~ ~~ " / lime rock 'fj '- (:5, F::.t.:....>--:- F.",.:.}./~ ,:.," C.".;:..-~ 2.".C.< Ta C"':':::E ( g=.. 4;55 F:."! C,:",-C,.J ::.:..5:.'15 =""" C:='.T~...;..er"':J :-~~: ''':J C:;V::J II" ~?J u7.x, ,-:Va 'C~:FS~S F;A W;..;'-CJ..E5 -' - - . 4 8;.."S c 5' ~ C~-Y(i.J" "~\ ' _-=" '.v_v. \ ~ ~ e-I r. 'l':::', I I' '::"'-'~""'~I: ;'::;/:'-:',C/I;':' , t~ I ?~.::,:=?::!,:.; ! f'11 fti:~:I;'URE~~ll.':";::fu)" FOR l~:~tl~~SINS P'.ATE TO e- r 5' JJ;S,; I 1 I ~?~~~F~ riuT!IC~[1 I -n 2ro 0-7"~~U "_ ~ .'";'~J :?;~.J~~ NOTES eo -L-- r~'."',:. . _ _...... ." ::'. ,:1 J} e"'=-FLE TO BE A SECTiON OF CM? C:.T IN H-'".F, ~ 12' CIA. 'N~E." HCLE CJJ,o PIPE FeR BAFFLE SH.:.L!.. BE THE N~.{, L...~E.'? ~ - '",/ FlUEP. M~Y':' P;?E SIZE TH,:.'I ':;-, ~ 2J~l'c~'''':'~'IZED LX; Bel.T 1.'1 LEA) SHIE!..!) n.") ;;'ot'...s...,EO PO-.-e.( J) WELD OR Z . Y7' THPU ecas (S5), 4) C!VJ'ING SH.:.L!.. BE CFFSf:T IF S7'P'_'CTUP~ IS US~J ,AS ()/ E ?F /.Ot'I. CONC. DRIVE OR APRON DET AIL B~FFLE DETt.:t.. ".T.II. / SEE ';'7.'E 2 I 2', I' / ~~rrnu~~::una -'~ r2~"l I KJOITIO/ AI.. f'Ei.'lFCP.CIf'/G e,:...~s BRACKET DETAIL Pf~OFILE PLAN VIEW TOP SLAB FOR MANHOLES -- --- ~i5 ()I~ ~ I IlJ G '1 I r. ryrC):.JDr,') I (\ el) I /u r.. 1\ '.' I c50 I / CU.'?fJ f ~ .~ , -'-=r-=---y~j;--] ""~~~ PLAN TYPICAL CA TCH BASIN CURB CUT DET AIL US ~O""J~ -:)./,- .",., G::J'T- ( ,r :-" ,""rl r""",,,c. ,...,.J ,.'"' c. II? .;.:55 FO,q C..:..TCr-t 8:.5:VS F.:::.~I,{~ A'.'] ca.'~p. /:c;, ':'2,] FO=? M.:......'.~O!...ES t · .;. 8:..RS " 6" Or ;:'., (If''''I'' 'II) __,", ., /:'1.',,,).,. , \ S~:C.{ ;-,] G~.':':;= ~: C~;.TR.:.[;~o.: \ .L,"'r M;.x, n.Q COU..5.::5 ~ ~:=;~ \~ ~ ~ \?'(.'.... I -f -. '~'I I --8' PP.=C.:.sT ; CO.':C. 5T R'JCTU':E ~I j I 2IJ:m GENERAL NOTES : /J ALL WIEnOCK OASE TO DE PRIMED NIO COMPACTED TO 98X AASIfTO T-180 rrYPJ 2J ALL SUOGRADE TO aE COMPN:TED TO /00% MSHrO T-99 rrYP) J) ALL ASPHA1..T TO DE f TYPE S./ MOO/FlED OROHNlD CQUIITY MIX, l~ = II I: -- I I , 5;:' ;:CT F'! I __ 1_- ~ I ".. I 1 : .,:"1 :... ... :'. ~ ~.. ,": ...... ~""L'" ",,'" "''''''''''''''''''',''',-''',''' ",,",,'~",,",,'" ", ", """,,'~,",,"',,,",,'" ~'''''''''-'''' ", ", ", ",. ",' '~.c... '.1,.", " ""~ '"" '", ...,'\, """ " X" ',-",",",..., " ",,, " ',"', ..~'~ " " " " '. ""':"''''''' " ..." "', """ ",', ", """'" "'L "''''''''''' "'"",,"',, "',""',"",,"'" ...", """"""""""" ''''' ","'1"","... ",,"', "'"",'~""'-~" "\",....~ '",....,...';~'-'~,'" ''',''',~,-''' ", "...,"'" ~,",,-",,-"';" ..." "",,'" """"""""""""'~"'-""" '\~, '" '"" ""~,-'" "'..., '" ''',~ "';',,",,"..., "'::":" ""''''-'''''''',-''''',''..., "'~"~" "':;",-'" "''-'''..." "..., '" "'.c L~'" ",,"",,' ~ 1.-.." '" "', ''''~'',-'',,-''''- "... ", ..." "...;"" ""',,", "...,"..., ",,",,"'::" '" ""'~",-",,'~ "';".c. ~~'~x~~~~""""",~~~""~~~x"""""""~,,,,,,,,,~,~ 2 ,-",,", '''','~, """"",..." ~"''-''''''''-'''' ",-"-"',"...,'" ...",",'-...,-...,',,'-'... """"""""'" ", ""':""'-...."'" ",.(. -"", ''''~ ",,''','', ''',-'" ~,,-"" ""..." """''-'''''-'<'';'''''''''''''''''''''''''''''''''''',-''''..., ""..." ',,",,'" " " F I LT E R F tB,=?'C ~ ",~ ',~ ...,~ ,,~ ,,~",~ ,,~",~ ',~ ',1...."........,~ ". ...,~ """ ',~ ''J- ""'::'. ',."',~ '-<" ~ ~ ',~ '<" ........,.. ". '. '", I -~..~.7..-:>:~..~'.~.-::~:~..': ~.':':~'~~ .:.:'~, ~:.~.:." ~ '" .',:' "" . ,:' , ,', ; ',,': ,.', : ',': J,I?, )'/',(, ,',~BJ.!.J..I.ST ROCK \:.. ..;',"~:::'.:..,., .:.'....:,..... .:' :.,:,.....!.I.~,...:.,.., .:.'.:::.: ' ':~'" () () () :7 () I'!/o 0 I () " I' o/cnup rM!i/Jj FILTER Flamc ~ I PEn nrw..,'/.[w ~ _ fL- 15.50 COUlfrt WAro! ~~l~O~~'6U~11 ~/..NloG[U[/~'r r OC:::::>oo o0C50o 12" //'1/1. J?ECIF/CM lOllS )o~c:::J ooo~ PIPE CO/Ell r fS;;\ ~ -~!ir.~UIPE ~<6 ~U c?J EL'I3.50 JI ' ""'11['0 15c-'3 e5B1 .; .\ IV . --...) 0 C / ,-::;> <:::J c:::. 0 51 12" I,!/II, flOC!< l Oc:::>Oo oO~O<:J PIPC OED EB.o8_5?X38oBC3J fL'11.50 l c J V~=?/ES r"1 111 n'l .-u1 I l I +-- ~~ I .1 - : I I :~::.;.y.:.;.~ PERFORATED ORA/I.' UJE PiPE 24' SUMP UNDISTURBED SOiL · 4 B;.l?S Q 12' OEfY!. (MiNIMUM). ~ /~ D/;.. W~EP HO:.E Q. W/ F1LTEiq MED/A. 31<' WASHED ROCK TRENCH SECTION TYPICAL CA TCH BASIN WITH EXFIL TRA TION TRENCH 3. I .. () (- () I 2' I . .... . , . II 1"418.~q 5, All inlets and pipe shall be protected during construction to prever;t siltation in the drainage systems by way of temporary plugs and pywood or plastIC covers over the inlets. The entire drainage system shall be cleaned of all debris prior to final acceptance, ,'-- 6, Where new asphalt meets existing asphalt, the e>:isting asphalt shall be sawcut to provide a straight even line. Prior to removing curD or gutter, the adjacent asphalt shall be sawcut to provide a straight even line. 7. All proposed elevations refer to finished grades, 8. Site grading elevations shall be within O. l' of the required elevation and all areas shall be graded to drain. WHEEL STOP DET AIL 9. All subgrade shall have an LBR of 40 unless otherwise noted and shall be compacted to 100% maximum dry density per AASHTO T-99, 10, All limerock shall be compacted to 98% per AASHTO T-180 and have not less than 60% of carbonates of calcium and magnesium un'ess c:"erwlse# deSignated. All Ilmerock shall be primed. 11. Concrete and asphalt shall be of the type designated on the drawings. r 12' 12. Plastic filter fabric shall be Mirafi, Typar or equal conform to Section 985 of the FOOT Standard Specifications, 13, Concrete sidewall-. shall be 4" thick on compacted subgrade, with 1/2" expansion joints placed at a maximum of 75'. Crack control jOints shall be 5' on center. The back of sidewalk elevation shall equal the crowr of roadway, unless otherwise specified by local codes, or shown on the drawings. All ooncrete sidewalks that cross driveways shall be 6" thick. 14. Pipe Specifications: The material type is shown on the drawings by one of the following designations: RCP = Reinforced Concrete Pipe, ASTM Designation C-76 Table III CMP = Corrugated Metal (Aluminum) Pipe, ASTM Designation M- 196 CMP (Smooth lined) = Corrugated Metal Aluminum piipe (smooth lined), ASTM DeSignation M-196 SCP = Slotted Concrete Pipe, FDOT Sections 941 and 942 PVC = Polyvinyl chloride Pipe, PCMP = Perforated CMP, FDOT Section 945 15, Asphalt , ... .. 6'l ~ - \~'{ATCH EXIST. GROUND IS- () ASPHALT UMEROCK BASE CONCRETE CURB Bituminous material shall be asphalt cement, Viscosity Grade AC-20, conforming to the requirements of FDOT Standard Specifications, 1986 Edition, Section 916-1. Prime Coat shall be cut back asphalt. Grade RC-70, or RC-250 conforming to the requirements specified in MSHTO Designation M 81-75 (1982), (Rate - 0,10 gallons per square yard,) Tack coat shall be emulsified asphalt, Grade RS.2 conforming to the requirements specified in AASH--O Designation M 140-82, (Rate 0,02 to 0.08 gallons per square yard.) Design mix shall conform to FDOT Section 331 unless otherwise shown on the drawings. TYPE 'D' CURB ~ !a"~c.p .11" - o :z: ~-, ::I' ./'''i'..~=e::t ec!.ie PAVEMENT MARKING AND SIG"I!~]G NOTES 1, Stop signs shall be 30"x30" (RI-I), 2, Yield signs shall be 36" x 36" x 36" (R1-2), 3, All signs shall be placed at a height not less than S'and not greater than 7' (height is measured from the bottom of the sign to the edge of nearest pavement), The sign post shall be placed a minimum of 6' to a maximum of 12' from the adjacent pavement. and a minimum of 6' from the cross traffic pavement. -" ~hab 'ldewe.~:':: . blue 4, Stop bars shall be 24" white, 5, All on-site pavement markings shall be paint. 6, All pavement markings in the road right-of.way shall be thermoplastic and shall conform to FDOT or Local Standards, 7 ==i' =-It. - ...!:ee! p :e' :C"II (? C~ 1'-0. '" '" '_ eo ,..b.te! stop ,e' :0::'1) o blue pal 'II" on / OD. pal"eme I code req o per /' Co,-,,,ty HAl'D!CAP STASD4RD (, ... / ' I ....htte-: '.......... "hite 'pa!:.t '~r1pe IdC\;ble) t t t I !. CAR ~'~;Z"O" !t~i' i .. ~p ) ~" 0 " (typ.) -.... W!::.lte pa:::.t '~:-:rf :dou~:e) :2', 0 .. . ...::'~rr I~C":::l C~ ?:a:.~Jl TRl'CK PARKING STALL LAYOUT Jl' T! (t ft> CHARLES O. BUCKALEW, P. FLORIDA REG, NO. 24842 (FOR THE FlAM) ..--. >>.. ...... // \ DA TE IRE V I S ION S DATE Februi1ry 1990 SCALE __ N.T:S,____ FIELD BK. N/_,l\___ __H_ F,M. DWNG. BY CHECKED BY ~()~ ~~~._ > I- Z => o a:U ~J: ~U - =<( ~W ~m ~~ -I <( a. u. o I- Z w :E w ~ <( Z wet :n:E < ;:W <I- C/) <( ~ < o - a: w :E < ~ t- a: o z LL o t- Z w :E w C) < Z < :E <:{ o a: o ..J LL ~ o < w m z o t- Z > o m SHEET NO. OF 2 tn -' - <( I- W C Z o - I- () ::) a: I- en Z o () C-2 SHEETS PROJECT NO. 13381 "~ --, _ .,'Of'".... _,. . ~"'.......<:'WI ~ ,.....- ..-;"".. .---;rr ,.. . ... % v 71 IT S >1 . .. I "... ~ ~La ~ .. ~ ~ ~ P"RK """ Y I. 8 ~l t NORTH BOUNDARY SEe. 16 - '5 -'3 ~ 3'0.21' N81- ,o-'SW ... .... ~ ~ Q, ... () . ~ V) C\I ... ... 1IO ~ at - ... ..& LOT 19 Ii t . CI) ~ I ~ " I 1IO -. U '" c V) ). Q: .. ~ Q ~ ;:) () ~ ... .... V) '" ~ s e7-"t-z.-~'5 e: 230.~J.1 . ~'h C ;: . '" C :a C '" I II) C ~ C ~ )0 ~ ~I : . ..& ~ -. - ... I,:) t\l , -. ~ I . ...... f' tt) I I I I ~I LOT 21 LOT 20 lu ~~ ,. C ,0: C C~ Q)c ~ 5 en.~'2 -3'5 E 250. <=12 ' Q' -q:~ ClO Q::~ lu ~ Q -... Q:: ::x: <:) -... :t .. S87-1,2-35E 221,.90 INDUSTRIAL WAY 60' R / W 3"10.'2.7 ' N87 -1,2-35 W . () /'r) . II , e l ",__,~",'-_~ "'" . '~L."" ..."" '".....~ ,.. ... ~ "TT REVISIONS BY :jJ;- 4v1 . € MINER ROAD SI.'R/W (UNIMPROVED-NONE EXISTING) LEGAL DESCRIPTION: LIMITS OF PLA T LOTS 16,17,18,19,20 AND 21, BOYNTON BEACH DISTRIBUTION CENTER, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 47, PAGES 100 AND 101 OF THE CURRENT PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. . {TRACT 5-1 (NINE R ROAD) (No, INc..LUDE.t::> \ 1 5(01.89' N87- Lfo-J../5 vJ -I - - ~ , Q: , C <0 ~ --. 0::: ~ \u ~ l"- I'- 0 9 0 ~ Q::", 0 () 0 ~~ () ~ ,< ~ . Q..~ It, -..g .... f'. () ....:. , .... ...g () <<) 0 () m lu;: <..,) (t:. lug:: ~~ ~~ C <-.> I~ I Q I ? ~I \;) ~ I ~ ~l , It ,- I' DRAINAGE ^ .\30' ~A.EMEHTI ~~I '" , - L.-'= ,,, S~ 4': &1-'i"l.-"\'oz. ~"'15o' ~ L:~ '3Cl) .~e, LP ''iS-01 'If!, <;L-:. '50' ~ L-~ le.w""/ 0':. "i't. 50 '00 R:'Z'S' co l' (\) :t- " . cD ~ ('() ...s " )/)0 IX o oll:7 \D' . ?j -r\9 ~ 200. ~' --------~ 10' UTILITY CASCMCNT ..,1 CKISTING LIFT STATION Y -\ 20' t LOT 18 - -J ... ... ;:) --e- - 2~o ,~<::- - - - - - --- - - - - - I 5' ACCCSS CONTROL CASEMCNT L::.. 60 ' S-'t I A'" ..,'t- ".\ ~ R-:.?O' L-= 3S."3e.' c,... ~o-~'2.-Lt'2 R... So' S e". '4-2 - 3S E:. 230.'??>' L ~ ItO.loCl) , ~~ 'i'Z.- '50.00 ~ -:. 'a'S' [f '" ~ ~ III ~ CI) ~ 0 '" I ). . C ... 0 ... I .... C - C .... :) lJ) a - , ~ . ~ '10 f'- " L OT 1 7 ~ ::} '- 67- .Lf~-35 E '2. 50. '29' , ~ 0-. In ~ " LOT 16 I" I "to- ~. ~y. ~.... '6 '..-s, ,.. 'coo 226.89' N87 -42 -35 vJ . ~ ~ CERTIFICATION NOTE: THIS SURVEY WAS MADE IN ACCORDANCE WITH THE LEGAL DESCRlp. TION AS FURNISHED BY NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. THE ABOVE SIGNED SURVEYOR MAKES NO REPRESENTATIONS OR GUARANTEES' AS TO THE ACCURACY OF THE LEGAL DESCRIPTION FURNISHED HIM, OR THE OMISSION OF EASEMENTS, RESERVATIONS, RIGHTS.OF.WAY OR INSTRUMENTS OF RECORD. I HEREBY CERTIFY THIS TO BE TRUE MAP OF A SURVEY OF THE LANDS AS SHOWN IN THE ABOVE DESCRIPTION AND IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, UNLESS THE CONTRARY MAY BE SHOWN. THIS SURVEY MEETS THE- MINIMUM TECHNICAL STANDARDS OF CHAPTER 21 HH.6, F.A.C. ~ -'f~~. ~- RALPH G. PURVIS,Iii.& FLA. CERT. NO. 1955 -:1- 23,.7tJ DATE~- - - -Q ~ ~~. ~ o ).. " e ~ . , . ~ . . . . ~. . ~ . ~ f\ b , :1 . . . t " .. i ... # 'it t':J' \.(1 ('f1 1 I I.>.~~ r;'/ I i: I .1 I ~ ) o I \ Il.'~ 1: ':: __.:J' 1;" ,I .. ~~'II . - ~ <.0 'If i. ",':' "1.0 I ,,"" n'/O \ v r ~ ~ I tg ~~~~lt) I ~ ~ I ~( ~~ ~ ' .I~ ~ ",. 'll -r:t' '1, Lu r-.... '0 ~J I o o <: q, 'to' ~ ~'l.~ 1,'1.~ '.s> oJ<. - '..r .",. ~",. '()' roO " fo' ~1.~ ~ , Q:~ " ","; <'II ",'!10 Q Cl'i '" Q)O\ C") 'II' 'l,.' tfA \. o .,0 ~ 'i~' ~'to'" I ~e, V' ~ C) 0:: q,'1. .../\ I 1,.,. .... I I I ~ lu X(!) ~~~ , ?i (, "'\,.,~ :i' ~ ....... :J::" '() II o olI ~ .,. 1) ~ (; I '?J r i.<\~IN6 It.:>" \N.M. ;g II" 1'.",. ~~ ~ 1- '1,ll.T 'I,~ ~t '/; ,'\ n~T " ,f! ~ 'Z,~ t~ ~ 't.- !l.f 1; 1/1 'L 'Z.~ ~ "Z- ~ ~F 1. ~~ 'l~ .,.0 ,,1 '/, '\ ",. 'to 3 0.25' N87-1,(J-4SW " 8':",.....~"b ..,y- o-/' ~ &"W.t'I. NOTES: ) o ~ 862 13 ~ # .b\j t1 ~ .' ~ ~v.. "Z-~p 't~ 1- ~ 'l, 7,of- ~-f 1-T-P # ~ 'to 'Z~.i 1- 1 ~ ...All UTiliTIES SHOWN ARE AS MEASURED AND TAKEN FROM AS-BUIlTS AS SHOWN ON MAP OF M.B. SCHORAH, JOB # SA83-279, DATED 8-16-84 ..,All ELEVATIONS SHOWN ARE M.S.L. ...B.M.1 = R.R. SPIKE, SOUTH SIDE OF POWERPOlE; ELEV. = 21,86 ...S.M.2 = R.R. SPIKE (SECTION CORNER) ELEV. = 24.91 ...B.M.3 = SHIP-SPIKE, RADIUS POINT OF COMMERCE PARK DRIVE, ELEV. = 1~85 1 '?fJ !P' '& 1,~ ~~ 1,. 'Z,~ 7,?T- q, IT ~ ~ 7# L ttY1 ~ iT "Z- 2of!- 9.82! AC.RES 'lo~ o:t1 1.: \~ 'l.~ 1.- ..l~ ,,:ra z -z.o:P' Zl ~ lei '2-rr vf o-r- '2. 1/' lu '" <::) I o~ ('Ir- <::)'!: <::) I <::) ~ 01. 't~ 1,~ ~~ ..,.t~ ... 1,.~ " 0) a ,,'Ii '!. . Q~ 'V ~ ~~ 0) ~ ~ ,. ., 1..0' ~-f1- '/, ",.1'" 'l- 1.1.r IP 'l.,f-!L -z..r-r- ,~ '10 O' 'z: IP 1-~ ~ 1- B.l-\. \ 1,0 't-"IO ..--lIt"..,.~.P\..vCi ~ f,"" M'\.....-.lT ,'1 ~ -z..~ ZZ 1.0 LlF'T - ~ oiA,lON ~ WET v.l1!.l.~T I L _/_ _ p~""'5 '. N87-40-4SW ~ o '1'" z-" 7.-1; 7,'/-' 7,."" rz,.1- 7,~ 5-\ / ~ 1,~r ""."'~"''20''''~ .....- l~ 'z, ~"v.c.f>, ~ -z,0 '2-\' \. q, 1: ,'i <(J 'l.~ ?J ~\' ~t~ 1,~ -0 ~I'I ~C1~ ~~ ( Il: ~ > , <() 'Zoo-lit> z,if' z~ 2.0+1- t-iQ ~ -z,l' 'l,.\tl -z,tfL 1~ r ~~ #~ ~o~ ?;Otlo # ~ '2- I\- v7 ~I~ #- '/;..r- \~ .., ~ I~ ~o:f' v~ ~~ F ~ \"l # ~of- fir ,F I'll ~II \'1 ;11 '1. ~II () ~II o t II ~II ? ~II '~ II \.11 II II II \0.1"Z- ~.I'Z. ~ I~ # # zaP 1'l-fL ~ # ,#- \CtP Iq-1-L 10).16 \~/' 1&1L I~.I'Z- # #- \~ Ie-? FoRt!: I\~....~,,-r ( ,. ':I 'i:t \ !D r 6 r I I ~ f? 1<::) r ~ 1<::) I:~ , lJ..o ~I' f\.J .~ ~. ~ ~~ '!J .J ~r 0 ~ 1 I.! w ~ I~I o q ~' - -56+8-7~--- 10'<<-- fI IV ~ I Ie '\ .~,-6-~ II 1 F'...ot I\~ ...".." ij [/ /.-l.R-..L c.~Oss.\u(:, "Pl. '6.80 '-- I.... e,"".c.f. ~ /" NOTE: THIS SURVEY WAS MADE IN ACCORDANCE WITH THE LEGAL DESCRlp. TION AS FURNISHED BY NO SEARCH 9F THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. THE ABOVE SIGNED SURVEYOR MAKES NO REPRESENTATIONS OR GUARANTEES AS TO THE ACCURACY OF THE LEGAL DESCRIPTION FURNISHED HIM, OR THE OMISSION OF EASEMENTS, RESERVATIONS, RIGtiTS-OF.WAY OR INSTRUMENTS OF RECORD. ;;ji 1tJ1 ~ CERTIFICATION I HEREBY CERTIFY THIS TO BE TRUE MAP OF A SURVEY OF THE LANDS AS SHOWN IN T....E.ABOVE DESCRIPTION AND IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, UNLESS THE CONTRARY MAY BE SHOWN. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS OF CHAPTER 21 HH.6, F.A.C. . !}' :/-. ~ ~, ~~ RALP~RVIS. P.[. . FLA. CERT. NO. 1955 1/- 30 ~e9 DATE ~- ----- - -- I REVISIONS BY ::r: <J ~ lJJ Q:) ~ --J ~ Ll a ~ ~ l1J ~ Lu ~ ~ (..) <= ....... ~ ~ ~ ~ ~ Lu o ........ O-lI) ~ ~ ~ n:: o l.L >- W > n:: :::) U) . U tOtO o f'.. Z ....:t M MM _ M I .. .1.{) <(lO (j') ti (J) c::: :I r:; ~ ~1 W~ >-1 c:::~ ::)~ If)3: >- ~ Z ::) o U ..J <( ::) o a:~ Q~ ..... - ~~ -- -J", .......JOO a~ (J~ x o ~m \00 ~CL DATE //- 30 '8i SCALE / I' == So' \: DRAWN f=8 ;:l(; Joe ....~....BE;;. 8g-18~-1J / ~ ~_:_.....~~ ....- .- ~ ~"'8_' .. , ( -- ~~ . c R DG CE P COMMERCE R 0 A D PID ~ D Ml =r: 1-4 c;") =r: ~ R I A 1-4 D ~ ~ D o tj c;") (J o EXISTING STRUCTURES (TYP ) ~ tj M ~ (J M D PAR K D R D LoeA TION o 100 I I 100 II MAP SC 1"- 200'- 0" .~ Ill' ,. 'age 3 n. SIlt MTA 1M ,.n..,... t1thl'Mtt. -.t ... ftntct eft ..law 1M .ut 1tJI)e1"'. where IDQl1nblt. lHt III If 1 (6) ,gptlJ of ,he sft. p111n. - , .. ~ r ,- ........... ______ J" ~ 'P" ... ~ .....~ ~.. ~ > .-. 1-4 ~ ~ > ~ l:O CJ1 . ~ > 1-4 1-4 ~ (Q CJ1 ~ >. ~ aoo 400 L----l nn .. a4J~ " I. l.... lb. tlboWV I..... 'If the Comorehenslve Plan f m:n.r lUOSaw-r .,...~. D._ I". n. exclud1Rg wlter Irel I. I ~ 8' Itt' t~ ~t.t t"'strf.1 ....1 g. 0tMr "rY'CMJ1 Irtll. includiRg golf courses. natural areas, yards. and swales. but excluding va ter areas total pervIous artlS Tot.l area 0' site 1 1.,M Didl"td 3. A1'H of Sit. 7.34 4. LIftd Un ... At".. SNI'" t. h.'aM,.1 t 'fIt1l14ifIIiJ surrounding lot area or grounds ,. he...tt_ ANts · {excluding water ~j t. Wate.,. ..... 11'.599 l4.ft acres iliA ICres I of IUt h i " Floor Artl .. ftesitMnttal IIA ae..., I 0' site II. CJftlt_f'(,,'/Offfce e.' I.Z S.I .00 Ie,," .ot ICnl .31 , acres 1IIA Ie.... I of sfte I .f s1t. c I ndumh'/VlnMvse d ltecrelt te'''ll . ~11C/1"'t1tut'onal f Ot..... (1.'fy) d. eo.t1'C1., .. 11Idustr1I' f. PubHC/TMtUfltlttt., t. MHc. prt~ltt '1M Canal ~ights-of-way It. 4thtt- (s,ec1f,) t.Aadscaotna I of site lof site If1l eN. l.tI Ie" 1 I of site t of sft. . other (specify) 21..Z IlIA Sct. ft "'.771 sQ. tt 31..5" ~ sq It " elf Jit. 2l.! , ot sit. 100 I of site JIIA '4 ft. 1.431 sq ft. 11..7t2 1ft ft. IIA '" ft VA III ft. IIA sq It iliA sq ft. I Iff noor 1"1 t. Other (specify) I.U aa.s 72.' I of sit' 'aTktfta. W.lh I ih'tfts j Total Ire. of sfte 1.S4 Icres taG I 0' sit. · J"dtld1", .. .,ee. luftete fo, Mt_.. ,.reat... efld "I"'nt . .in1mua dimension of 50 ft. by SO ft 1. ~(6fW .. a. ....... nfJlD\" IJutldtnf' 11.M2 Ilt. ft. area ('building footprint-) , h ~ota, floor ..... 26:231 NuIlber .. hsidtftt ..1 "-111M Un,ts t. Itllfl..r..ny "tIC,," IIA .. b. _tel( e- ""'tt-hM1l1 (1+ attached dwellint unitt' (l) Efftciency IUl , "11'", Uftits (2) 1 BedroOll dwelltng units (3) 2 BedrOOtl eM 111 ng un 1 ts (4) 3+ BedroOll dwe 11 i A9 un its d Total .ultf-'.-.,y I/A dwelling unIts . fotal numt>er of cfWll."9 units KIA Cross OInsib IlIA "'l1tltlg unitt ptr .eN "ad.. hefQht of ItructsnoM en. 1ft. 3O.ft f.et 1.2 I ., s1tt 1 " I.t l ' b. .tet' ..... c. Otw ...."'M ..!"In. includtng plved aru of public l prtvate street~, paved .rea of parting lots l driveways (.x- eluding landscaped arll.). and sideMalks. ,attos, decks. and at~letlc courts 231.1I!l! 1ft. ft. 71.1 41 0' sft. . tct It " of site ~~ , < " . ~ ' f \ , ' 8 9. 10 INv1Nd 9""strwt earl'*, I. CaleulIt1..',..,...... nUMber of off. street p.rld." spac.s : ~ ~~a~e:O:r ~'/r _lones - 120 ~loYees - 60 svaces ~ , ' r . , , l d. fohl 'IIptrvious a~'1 ~ sq "'ft ~~8 I 01 site , . , . , J . landscaped 'a,.~a 1._ 34:j1!~ sq It instde of parking lots ~ (20 sq. ft. per interiM' Jlfttnr 'If'K" ~ Set Sec 1.5-35 (g) of landscape Code. -"tllftt", _. 1'" "'I""t", o.,t J/89 10.1 i , of site f ~ ,- .~ sq 't ~ ... I'A _n... lIftfts ..l1'nt Ufttts -1- I tOt'''' \ \ \ /-- - --- ~-- ., Off-ttl"Mt ,.,-t'ftw .,.eel provided on stt. p'an 183 IIIIIeH ....1" l6 han<h ~.D , 81 Truck SOAces ~ ' \ \ \ V / ~ - J I 1"11' ' "i"" ~-~."5~. ~l"""'.. - ..,.... T roo:; . ..........._ ~... ___ -rf\...~ '''f Ill' 'J,' . ~....- ~- '" -......- .. f ~ ,,) .., ... LEGAL DESCRIPTION Lots 16.17.18,19,20 and 21, Boy ton Beach DIstrIbution · Center, accordIng to the plat thereof, as recorded In plat book 47. pages 100 and 101 of the current publIc records of Palm Beach County, Florida . NOTE THIS FACiLITY OPERATES 24 HOURS A DAY ., ~- '\. " ....', 1 General Notes Any enor. amblgullils. and OtIIISMlnS in CIr!wInglI and Sf)8dfiealIonIItld bI /IIlM8CI to Ron DOrriS Architects A lA, P A for correctlOl\ before any part of the work IIl1arted. Unle8s expressly SllpUlated no addltlOnallllow8nce WIll be made In the contract IIldlOl manufact\lrer's favor by virtue oI8t1'Ors. amblgultles and/or 0lnIS1lOft1 which should have been dllCOV8fed dunng the prep- aration of bid estimate and dIrected to our alten1lOn III . timely manner 2 All drawings and deSigns are the property of Ron DOrriS Architects A I A P A 1M shiN no! be reproduced without thelrlhls permtSSlOn 3 Do not scale dtawlflQS Use figured dImensions only conttaetclr shill vtnfy aft clmenslons and con drtlOl\S In the evenl of conflict notrfy ARCHITECT before proceedtng -- ",."'.... Pn.-III 1Il..."'''RV;:~ I'~ ...... .... . ...~'. I;" ~> - - .... n..-~ - 17 ,. / l I~....,., ~.' ....,....- I<' "'l""--r ~ ~ . - ....... ,,.. , ~ ~ " . miner road LJD7 11 ---.----------------------------- -------- ~ C -_._._-_._.-._._,~ , I --------------------------- ---_.~------~--------- : 0' I ..-----------______________ I I {exISting 16" w m ----~.~_________~ I -._-/~....._------ ..~ ---..-....-...-...-... ( "\ ------_-.._____ tt) LI~- ------_______ \ ri'" ----------------:- i--":o-6~"t\-E:..~JJtul emergency-acce~!'-ra-te------~--l:""--..,..,,-r----- .. .......y . :l IiG UU () - ---------------______ """"eX1S In.s: 0 m - ------- 1 ~- ---------- -- -~ ~-....II.---..--41 Tn h ~ "'chainIink fe [lce 6'-0" high ~ ~ ~ eXIsting BTT-;;n =---":'.-:-~::----: :.---; .====::==~.' /" --- ~~ -1--- -,--~~- 11 ~I ~ ~ ~ I I ~ y~ o. g y / cc nc ~ ~ ... eXIstin-t lift st.a ~ ~ I I" t: ~ I asphalt ~ I j V ;/ I It) III 'J:/ I TRUCK PARKING b 10,_k....~~ 0" ~~, _Iprop f h ~ II et : I~' \ I ~ II I ....-rt\r' ... // :'tih ~, ';J', II I / : i r ~\ I '\ II I I / I'~ \, I \ II cone asp/halt. : is \\ I ...:~- - asphalt cone II cone a~l halt I t .. I I (I) \ \ I II \ I IfIl \, I I I I ' (\j \ \ / to): of r~dge I I (I) \, 40;- 0" 50 . 0 · \ ,,~ \U " a. \ I 1(1) \ /J1 ' exu ting 8'i''San~ i ~ y~ / "' ,~ II '........ I I, A. ... ....,.1.. L-stop BIg ~ II l' -flt~ - ~I \ existIng ff" w m I I I 0 II I II A. I Uf' II i. II I I I I ..,. I' I t ./'0.._ L II -r .1. IlY ~W!L !)ISPEN~ING I 1'1 I asp! a ISLAND 1 I I · I : Ii I con / A 15'-0" A F F~ ~~28 l1"A F Fit p 0 parapet : Ii I -. V top of roo~ I t (, I r asphalt :.s, 0" dbl check v~l~e /\ I ~ ~ FEBCO · 805~1.:?J COVERE!) ~ ~-- ~8":-;t'i=lrn_;,-t111i5-;, oh '- O~ US' (]' !~~~_! ' 0" c ne 10'- II ~ I ' __ .tz~_~t:.!.:~_ I -t-- I b, I .. (0 YARD AREA I i i i i i i I 1 I Ikv-....prop i i i i j T i i oj ~j &;1 I 10' fo .. J I L. , N ,.. .... : o conc I N (') ... (;) fh , (;) (') asphalt. : asphal t honc r- o ( 40'- 0 '. I M - 0 ,..... ~~ 26'-0" A Ft F I I I I I I I I I I I I I I I I _dumpst. rs I 85'- 0 " 8'- 01.. 95'- 0 " v ...v u ' 50' o " (;) I I I I I I I I I I ~ t ... ... \ ~ t BJ YS 5 2 (t S'f ORY) ~ o ~ I o o~ o , ~ l'- l(') , i 80'- 0 " ~ , , 51'- fI" Ic!JDI <wellhrrlg hon) OFFICE ~ 2 STORY ~ J -5'- 0 " - I r ------ o ! l / II dk' ~ijU,1l . l'- 1'.1 I ~ eclipu no 68 24 25" M S L (~m Jt. x--'--sampling station i.. , : fInIshed floor !::: ld ~oposed f h h It ~ ~" hand. ap ..gn~ L ~--J 5~".1~b:o::~~al0= - ~r J.(:;: 'I ~ ~ fn' ] ~ ~ ~ ~~ ~ Ya,-[ rn~@t ~~@ ~~~@~~@n~,Il~fJ,0 '~'-U ~ J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t ( c ib ~ UEST IEXEC P ARKIN<t. .. -- y S I:.. "stop 8i .1 ( , '--, ~ .. ~,,, ' "stop ll~ Vi ~ I :... EMPLOYEE P ARKlk G 10'- 116' - D'~'_ ~ A.... A ~ ~5!->> ft A A .. .. 7;; 0.. 0, ~ .. .,1 ~i : ~ N n n n n n n n n n~,~ c::=:: ~ 7 0 f'1 II II II 0 JIJI_ JI r ~ c=::! 10' 0 "3 '.:JW:- ===:::0 n 1\ 1\ II II II II II II I~ I)r ::: b ~ on . I I, = \. ;...lfJ c:=: I 10' 0 ~ 0" U'- 0" ~'-l" 0 54'- 0" '-l" 54'- 0" ~ -.... I 1 - 0122 - 0' 31~ l2" 27'. 0" 1Cl--~-lr It\ ~1~1- ~ II I~ .-10 1~27'- 0"- "1 '- 0";; === i-- asphalt ll;l I ,I ~ T -rr u '\l U U U U U u It' - "~ -" _____ n n n i_ N n r lC e l~l: l1~e '~. I : == (;) ~ - -- , ~ II II II ~ ~ ~ 2: r- ~ II ~ f""I 1: g n ~Il c bn~ I : ~xishng f h i c== f '\ ~ ~;r~;'sed 6' highJ / It! I, -:,H ~ ~ H ~ Hi ~ ~ ~ H ~ \ / ~ sIgnage wall / /" ~ t-,~', J ao _ st Lti., siJZn,,~ \ N ~ " \A. /56~ o~~ ~ I(J .. .-.---.~---\V2-0-73.---.l-ndu~trlJil-~-a.Y.- _~--~~- '\ Dc b J<>- L 5'-0" "Id~ m h Vlif~<.~.----.-.-----------.-\._---~-!nr conc publIc walk ebb SIdewalk shall be D c b h D} D 6" thk over (see detaIl> J.. Ingress/egress (4" thk) NOTE 10' unobstructed/ cross-vIsIbIlIty trlangl ~ (clear of landscapIng typ ea SIde of Ingress/egress) 100'. 0 " . " 9'~~.J~ "0 . ~,~ 30'- 0" cbs wa11-1 ',,- '-' ~.;: ~ '-= b conc cu = c::=:: = c=::=:: c::= !.... . o , N r-- ..!.. ... /, \ T I existing f I I / I / / , rlr\ ~~ PLAN SITE SC 1"- 50'-0" ban v~, ,m.eter ~---~ ~--- 2_bac~..J floy pl'f1VllntOl'. FERCO 96Z5Y I I I 10 100 nrr " eo lID o .,.... lo . / ! , / ! I , I . -. ~ .........._~ 1l' >\ /if . '- .' " ",own lay J D ,A H ,R L ,. ,. .hoclre" '" RJD ...... -._#4 __r ___-.. - , - A WASTE MANAGEMENT OF NORTH AMERICA INC. FACILITY FOR WASTE MANAGEMENT ~OF. PALM BEACH COUNTY c."'. ft. -- ... Z o - tit > : S\JlotNll A\. cUe1lt required ch 89063 BOYNTON BEACH, PALM BEACH CbUNTY, FLORIDA " _ r- ... ". , It ~ \ II I ' 1 ~ ~ I . l'; ~ ... !:! i 'I ? . . t ~. . I . A - . . . . . . - A . - A ,~~\ ~,... y -~ , ....4--1 .<<f'4r" ::4: .j'f" , ...~1j.Jl' +::. ~ ~ .la.cIIoa.. .,- area I :. 7' s' ., t I I anhalt anhalt lanclloa,p_ area 'I I 24" clrlt."ay 20' ..rktna 20' parkin. I I I 1'-8" ov.rh&ll.' I 18'-8" .-halt' " " ! ( II ') ~ope yul.. / ~.Iop. I"'arl.. --- ,,1le.1 noP'\. (0 15'1; mln ) /' (1% jln) ~. (typ) \. - ________-.-r-~- BASI SlC"I'IOM 'A-A' :"'-- SUBGUDE typ. 8-1 (mod.) ~ ..phaIUc concrete ~ ....~Im. rock ba.. or .pproved ~ ~ po coquina baae '/; ~ comp.ct '/ ~ t8% A ASH T 0 ~ 7 I ~ T-'.O I yul.J (, 1 mt ) I n.tural ,rouz{d I 0" ....., 21. - . L-. ~ -- ./ ~ . mj r;1 ~ fli ~ ~ ~ ~ DRIVEY A Y PARUJfQ SPACK ASPHALT PAVEMENT TYPICAL SECTION .TI . ;I"~oncr.t. with / 6 J: 6 10/10 Y W' M /'." "'no ret.toroln. or / 6" ,,/8J:8 10/10 Y Y M . o .. .. .. ,. 7 ,. ,. ... ,. -:.. .. ,. o. .. . .. . .. . ... .0 ~ R m -"~ II ~u.. .-. .. ,. / ,. .. ,. ",," ,. ,. ... ... ... ... ... ... II ~ I Ifu.. .-. CONC. DRIVE OR APRON DET AIL 7- ~ SIDEW ALK DETAIL .,s .'1 TYPE TABU or SIDEY ALK 101NTS LOCATION ~ \~ 3 .trancl ..,.1I.cl wir. ---- ,\, " A " P C .nd P T of curv.. junction of ezl.tin, &11.4 n." .ldeW'alk:. plv cont top poet "B" 15'- 0" cent.r to c.nter of elcleW'alke Enunuo1U ohalnlbak -:- -- re W' /vinyl (pri vaey) nr..dI ......, etW'een 1'.0 " I P T Yher. elde"alk abull concr.t. "C" curbe clrheW'aye .nd .lmUar etrueture. or .very 30' , I ,alv v.rt poet . 8'-0" 0 0 I i property UIl--1 ! tin 1I'a4~ I ! I r 1 .. "=8 .... ..--+-t. r ~J type HU" JOI:\ !5'- 0 " p c tl /" n.W' .id.....lk type "A" joint ~ 'di'-Vz" r.cUu. If." ---, V." I " !-[ ... ..:-- TYPE" A." . . . .:~ . . A81.A . '/I . ... "" TYPE"C'~ VZ" premold.. esp jt m.terial Ins (SUBWIT SHOP DRA 'WINGS) CHAINLINK FENCE DETAIL TYP!"B" SIDEWALK JOINTS .'1 - 1 General Notes' My IlTOII amblguItleIlIId 0IYI1llIIII1I "drIWlI1gIlIld ~s!hlll be rtpOItICI 10 Ron Corns Architects A I A , P A lor correctIOn before any part of the work It started Unless expressly stipUlated no addrtlOlllf aJIowance wrll be made IIlIhe contract and/or manufacturer s favor by VIrtue of errors ambtgultleS and/or omISSIOnS whICh should have been dlSCOY8l'ed dunng the prep- aratIOn of bid estimate and dlfected to our attentIOn In a timely manner 2 All drawings and deSIgns are the property of Ron Dorns Architects, A I A , P A and shall not be reproduced Without thelrlhts perlntS$lOl\ 3 Do not scale drawIngs Use figured dlmen5lOl'lS only, conttactor shall venfy aIt dtmenslons and c0n- ditIOns In the event of conflIct notify ARCHITECT before proceedIng . . -- - - - - - .- - . . . . . . . .. ... '" 7~ ... - ,~ ,~ ~ --L:-- h_dieap lip ___ tluah IicleW'alk . o i .. O'fll L:: I 0 I "/ .# _ rhlt. "h..1 ! P II' 10Dll- ~ .Jl . .I1Ie pah I Ii,D.. f ~ ~ c;> OIl pav.mel . cod. 1''' ~ ~ "hlte p. I per ~ I ~ ~BAJI1)!cAP I Palm B.a ~~ounty I I / I I /' atanc - .......... ~ I I I b11le I '-' I -4'81~ l 1 "hlt ! Clto9S~~ f f I " I CAR I j, 5'-0"L 11'- 0 · J, ! (typ ) (typ ) , I I '---f" "hlt. paint .trlp. (&ln1l1.) 11'- 0 " I . (,,It.ar. .hoYJI. on pI.... . o=-: 1- ;, =- /,paTetUllt .... \ ........el ftOP ct' Ion,) -!:: 1'-0" ." '-=- '- 8" I STAIfDARD I I I I t f" "htte tPalDt .tripe (&lub1.) t t,.O" L , (typ) I L , TRUCK .'1 PARKING STALL LAYOUT . . Vz- I' fin ,r~ o 2" I' '''J~400_t \ V":;I (........ I ;.. I ~ 4000 p. I cOlloret. ~ .'1 CONCRETE CURB DETAIL ... " . o I iD ... I' . o I. ... . P r. ,." ....."", A R-Y~ ................II.~. J .IIOp. -,rY!: . PAV!l[ENT1 A A .lop. . - --- ........ ?"" ..................\ " OJ . . . ..:... with 1.15 . cont l ~W' ~--- --- /' /: / / \ \.~/ \"Vz" np&ll.lioll Joint Ins. EXP ANSION JOINT (EJ) " " - --- - - '" ^ - -.... ...... - . (; ~/--> ~~lf' ~ .,;--"", ...,- - .- -I- ~ - ..:- .' ... '\ - -= '2 ---:.. ,,"'" /' ~ . - ^~ ..... . I . ? ~ ~ ,1/ i' won Iutallet Oil oppoftte / .... w..... .,ou_bl.7 DO lOT EN:~_.. .dU! ~1f@~___ (faoID, Into project> MOT tRSS TH N 7' I A WASTE MANAGEMENT OF NORTH AMERICA INC. FACILITY FOR: WASTE MANAGEMENT OF PALM BENCH COUNTY , to' p'out*4 In pl.c. ---------------- ---- ------~ TRAFFIC SIGNS .,a f 6'- 0" (for 10' nao..) B'- 0' (for 12' .pac..) 12" I I - 6" 13V~"2Y: " ~ f4". hole for es .-18" Ion, (typ) 12" - conc ourb--"l ... of (4000 peU 1\ pay eDt :.r 7 ~ r-'ol. ... ..... ;i \ . - '-"3-3 . oont WHEEL STOP DETAIL .'A TV,"..... cut joint ~y ----r.==-------- CONTROL JOINT (CJ) .'1 . 12" or 111" . CI ... ~ ~~ ~~~Ybl".. .... ~ y 2" 0 Gel....---...::: mU po.t 24" into l1'Ou.4 PAltKI.. ay """'-, DI.A.LID '.r' BI.ok on "htte 'I"IIIT ,. II IR ONLY IT I ,.. .... - .....r-'\ BI.ck on white - ... . YO .... t OJ ... I I HANDICAP SIGN II II IJ 2 " .'1 ^' BOYNTON BEACH, PALM BEACH COUNTY, .; t r FLORIDA ~ . Z o - lit ; III . S"OOM\tff\\r .SSUI DATI o9/W1o 01/02/10 ~- -.....- #-~d/ ,. . 4llrewn It, ct..clr." It, RJD com.... no 89063 . ... - J' ~ .. .hee. A-3 of 9/lS ~-.,. --- - . 43'- 4" ~ pumps (ea tank) w/ line leak detector ~ [1 [1 bell alarm fire extin,ubher I ~ ... ... . CD 2" vent line Q 12" above tanks (typ ea tank) [1 3'-0" conc walk . perim (4" thk slab wI 6x6 .10/10 wwm) S'- 0" 8- 3e'- 0" S'- 0" 3'- 0" 1'-2" containment wall . . ~ . o I ., ., . ~ roof o'lerhan, I ... t'l , o ~ 8" thk conc slab (d 0 note) 10,000 ,allon chesel fuel tan (above ground typ) 10 000 ,allon diesel fuel tan 3" slotted monitoring well (4 total> o [1 dead head valve . o . lD .' bell ale..rm fire extinguisher 6" aU Qol cone fined 4'-0" high (typ) . o , ., o e 3'7'. 4" .. SC Ye"-I'-O" ABOVE GROUND TANK PLAN . .. 40'-0" <l -+ conc lllht pole (see detail) fire extln,uisher in breakable Il...s ease (t ) verify clearance w/reel manuf r I l_ diesel chspenser . fj' ~ unleaded dispenser diesel chspenser , .,.. "'" -. . -. i + ,."'... , ,.. "'~..... 24 ga pre-fab mtl roof panel system gal v metal gutter------ PrefabrIcated open metal structure {submIt shop draWIngs to archItect for approval> conc. drl ve 4" thk conc walk w/6 x 6 *10/10 w w m. o 16" x 12" thk edge w/ 2 *5 reInf cant 8~~_~}ION 39" high conc curb (bumper guard) . 3" slotted monitoring well (4 total> 03 reinf a 12" 0 c vert w/.3 reinf ties Cl 12" 0 c (typ) diesel chspenser .. , .. , .. , .. , .. , .. , .. , .. , .. , .. , .. , .. , .. , .. , .. , .. ''''~ ", .. , .. , motor olls water " air reels onlr (submit shop drawings -+- emerlency cut-off GAS ISLAND DISPENSER PLAN SC Yz"-l'-O" GAS DISP!NS!R SPECIFICATIONS chesel pumps - Guboy 053AQXSSEK50 w/elec key model oGKE-B50 unleaded pumps - Gasboy .53AQXEK50SS w/elec key model .GKE-B50 10,000 gal tanka - .A-I0B by Buffalo Tank Corp 1,000 lal tanks - 010 by Buffalo Tank Corp 300 lal tanka - ."-3 by Buffalo Tank Corp > tt AI -+- NOT! run 2 empty Y.." round conduits for future u.e . 1 General Noles Arty errors amblguil1es and omtIIlOnI In cIrIwlngIlI'ld tI*~. shall be ~ to Ron Dorns Architects. A I A. P A for correctIOn before any part of the WOfk II started Unless expressly stipulated no addttlonal anowance Will be made In the contract and/or manufacturer's favor by VIrtue of errors. amblgwtlflS and/or omiSSIOns whICh should have been dlSCOYered dunng the prep. arahan of bid estimate and directed to our attentIOn In a timely manner 2 All draWings and dtslQllS are the property of Ron Dorns Archrtects A I A., P A Md shall not be' reproduced Wlthou( thelrlhlS permiSSIOn 3 00 not scale drawings Use hgured dlmenslOnt orfy, contrICtOr stIaft verlly all dimenSlOtl8 and c0n- ditIOns In the event of conlllClllOtdy ARCHITECT before proceedIng / /.0// ~ //~(/ ,/t t1') " /' / / "'1:'/J _ _ ~ _ ___..,..,...........,..".,........_,.......,,.- _ .,..... _ _....... _ _ ___ _ :--,. ~ ,..,....,...., _.......J ,// ///. //'//'//~ // /'//:~/// /'///.~;;/////".. / :%7'/. ///./..// / /}/ 'l. //;/! ''/~'/,:::;F'' / //~/ /-;.//// // ~// /:::~/ / / /'//.' 1// /,//?/ / // '" /// / /// //';: //"-'~.........,..~.-,.-.~ / ..- / .'. /' ~,,, /.r /. / / /. / . it. ~, / //,/// " // // / / 8~~_~}ION A WASTE MANAGEMENT OF NO~TH AMERICA INC. FACILITY FOR WASTE MANAGEMENT OF PALM BEACH COUNTY BOYNTON B~Atrl, PALM BEACH COUNTY, FLORIDA 10000 gallon fuel tank (submIt shop draWIng to for approval) arc capaCIty of contalnme t area shall be 150/ of 10.000 al Duragloss " Chern -ResIst" sealer by L&M Canst ChemIcals, Inc (Whl te) / r/~/ ~/ L'/'l:/': l,.//' / /~;; : 1~ ex> t/~~___..,....~_ r~~/ ~/," / /////-/ ..,."..-;, ,~-~.., /, /' / /" / /r/~//.:/// ~./ // . / // /// / / / f / ~~---~-~--~--~~- / / / / /// . ./ // .. // "/./ / / 1"/. / / % / ;? // / / / / / / / / / / // / / ~/ /' / h / / // '/ /' '~/ // // ,.;" // / // //' // / /~/ <.. // /. /,...;. / /. ... / well camp cted fIll ~ ~ .... reinforced concrete ~pad manhole aS$embly 3" clr · 4 bar. monitor well MONITORING WELL PLAN NTS lIO\'II b..",. "\7 11 'L"''' .tHI "lu4 rUIIl by .Pormu. rough cut ap bottom threaded cap edstin. concrete or pavement I manhl;le assembly I j reinforeed eoherete pad (see ~hept · for details) _. aU ....... ,rot...tor . .... It") pea gravel or equal .0114 riler "eIl .creen sch 40 PVC slothd pile (horiz factory cu , o 010" min) normal annual high ground ....ater table filter clotll when condition. require . NOTE In all caees. well screen must be at least three (3) feet lDto the ground water ~- * u::! " ... .....~ u ~.Q . "0........ :::0.- =.... 00 ....- ~..4)a ,:l .,.0 0 ,,"........ ..........0.... H.... 0 0 "._,.0 mill size 2" diameter MONITORING WELL A-A SECTION - NTS - / 'r PR~~:~'::::~MRY J - ~- 1f..2jd) ~15'-7" top of rIdge +12'-6" moun Ing detail by fuel tank manu (submIt shop draWIngs) cone ete con tainmen t area w / *5 re nf @ 12" 0 c ea way In sl b & wall @ mId span . . C\l I . .-4 of wall +0' -0" fIn fIr \-- exp Joint (typ) r !S' - 0" r tr . J8" tU..... wI I -e rotJlf OOllt ~ M "1*'----/ · ~~-'~ ~.. . .. .... .... wI I -e retU ooat .. z o - lit > . . S\)~\-rml ~-g ~-- "\. . 0( '!t< " ( "wn Ity I..' .tI Ity . RID c........ n.. ,- - ~- ~ ~ . j o . . ~ c;. ~ ... " __., _. 1 ~. . , s ! .v JI'. ,;;.--"'" . . - ..,......... .,. _ ,..,.- . . . ...~ .. . . f' - . . - . .- "P ~ - --~-1"'~r:,." _~.......- J_cIeea- 'I area I uph.lt u1thalt - 'I I 24" drl+ew.. -- 20' 1tarklna 7' 20' Darldna 3' 1 t I I I fl'-e" o.erh.n. ! 18'-e" .nh.n I /"-- .Iop. rule. /' (1% jin) I nrte~ (4 1 mar) I D.tur.l .rou.1S - r: 0" ( - ~ wh..1 .top~ I ........ (typ ) \. - _______-...-r-~- BA!!I DCTIOK 'A-A' "'--- !!UBGRADI ~- L-. . H ';., . Cl type S-l (1Il04.) ~ ..phaltlc concr.te ~Ime rock b... or approved coquina baa. ~~ " oompaot eex A ASH T 0 T-180 ~ '/ ... .-- _~ i~ '-~'// '/ -',// I~I~ ~ m 7S. rj -~ ~ . N ... ~ DlUV'IY AT PAalnKG SPA~ ASPHALT PAVEMENT TYPICAL SECTION IUI /' conor.te with / 8 :II: e 10/10 W W II . .. .. -I. ~ .. .. .. ... . .. ... ~.. . Cl . .alum. ,... CONC. DRIVE OR APRON DET AIL Xfa TYPE TABLI or SIDEWALl: JOINTS LOCATIOK "A" P C _4 P T of our... junction of .sbUnl _d new .idewalk. "B" 5'- 0 c.nt.r to cent.r of .idewalb P T Wh.re dclewal11: abuh concr.te "c" curb. drive....y. _d aimUar .tructurea or evary 30 type "B" join" 5'- 0 " P C 11 /'" Dew lielewalll: type "A" joint ~ .... '1z" radiua .Y." 1/." J/z" !-[ ". ..:. . TYPE"A" ~-"- . . ~ . . . i.. '-- TYPI"C~'1z" premolded ezp jt m.t.rial I> I> . . . TYPI"B" SIDEW ALK JOINTS .'1 - . - . - - -- - - . - - . . . . . . . --- ~ -. ........--r~..~....,..........~~ _ :t._..... .....-.. l.ndao..R.!-.... area " '> I'-:~ope vari.. J (0 5'1; min) :~ " . ~ ~ /' 4" w /no r.inforolll' or / e" w /eze 10/10 W.. II #> .. " / .. .. ... - .. .. -.. .. "0 "... ... .. .. .... .... .... ::0 ~Ij ~I-~ ~ ~ ~ iI ~lIm. ,~. SIDEW ALK DETAIL Xfa -- ~ '~ 3 .trallcl b.rb.d wire --- ,'~ ,.lv cont top po.t - ~ , - I ............, I , ~ntlIlUOll' 9b.lnltllk wire 1I'/vinyl (privacy) rirus bet w.en I'. 0 .. 1/ I ! ,.Iv v.rt post · e'-o" 0 0 1 i property IID.-1 i I fin ,r.de~ I i I ~ .. ,_.t ~.. ....+t I t..:: J . """"'!"-.. .._~~.......--.---_... ......"'" -~^- ..-L-' handic.p ...n o __ flu.h .idew.lk o~ ,=y= ~~ i L wh_l ; p (8' 10D,h ~ I blue palll I .I.n on f ~ I on pavemel . cod. r.q ~ ! white PI' per ~ I ~ ~ HANDICAP 1 I P.lm B.~~ County 0 ~--- /' I / .tane ~ II I "-bl .~ I~ I - - ~ i i -t181"r. - l l whit i i C~09SI'1~t! ! CAR , ~ 5'-0") 11'- 0" ), I I (typ ) (typ J I I , !'-----4" whit. p.lnt strip. (doubls) I 12'- 0 " I . (wh.r. .hown OD pl.lls' I I ~ f.-Iwhite o . m ... , ~ . o~ ~ ;; /,pn.ment .... \ ~h_l riop (e' 1011') 4" ~ 1'-0" '" ~ I _ tt" I STANDARD I 4" white t.lnt drlpe (double) I ".0" l , (typ) I t I L , TRUCK .TII PARKING STALL LAYOUT Yz" r fill ,ra~ I \ o I" r . .. /. 4 0 ool1t ~ (....mdt ;.. ~ l. 4000 p. i conoret. -kL X ,.a CONCRETE CURB DETAIL , . o it , " . o it , .,a. (SUBllIT SHOP DRA 1I'INGSJ CHAINLINK FENCE DETAIL - ~ ~ - 11". ...."..., ~ f1" .. n D f}9 a ~ SI '4 k i I.. ._ rl\............- , slope -- " . 1 -__ --- I 2"" --- '- \ '- 0.) . . . th.~... witb 1.f5 . cont -:t!: PAVEV1!:NT1 I> ~ -- .10,. -~ r\,.1/4" ~.....-"- - - - /' /: / / r\ \.~/ ~ Yz" esp.llsloD joint EXP ANSION JOINT (EJ) lIT I ,- - -- ., -' ~ ~~-. -~0J - - \) " .... ~ ::.. II o Ron Inftallecl oa opp...te / .... .h... ...1I..hl'7 ./;;~ ~:?:....."moWl ~i@~___, (f.olnl into proj.ct) KO'!' LISS TH N 7' .. 4# "11l) . A WASTE MAN AGEMENT OF NORTH AMERICA INC FACILITY FOR WASTE MANAGEMENT OF PALM BEA~H COUNTY 10' 11'01lte. In pl.oo ---------------- ---- ------~ TRAFFIC SIGNS x,. f S'- 0" (for 10' Qa_) 8'- 0" (tor 12' .pace.) 12" 1 Gen8l'31 Notes Any errors ImbIgultleI and omt8IlOIlS m dmnngs and spectfic8tlOftS shall be flII)Orted to Ron DorriS Arctutecti A I A P A for correctIOn before any part of the work IS started Unless expressly stIpulated no addrttOnll allowance WIlt be made In the contract and/or manufacturer s favor by virtue of errors ambtgulltes andlor omiSSIOns whICh should have betn discovered dUring the prep. aratlon of btd estimate and directed to our atlentlon In a timely manner 2 All draWings and deSlQl\s are the property of Ron Dorns Archttects A I A P A and shall not be reproduced Without thelrlhlS perTnlSSlOn 3 Do not scale drawtngS Use figured dlmensrons only contractor shan venly atl dimensions and con dlttons In the event of confket notify ARCHITECT before prOCeedIng t I . tt" I:3Y?"2Y: .. \...-. Y4-. bole for ~ t-le" lon, (typ) II" - ed& of p.v .nt eonc ourb-"" (4000 p.ll 1\ 111 r-h... .. .... ?\ ~S t oont . :, ... WHEEL STOP DETAIL .'1 T'I'" .." cut joint ~y ----r-=-------- CONTROL JOINT (CJ) .'1 12" or 18" . Cl ... - t~ · - ~WMt. .. .... ! y 2" 0 GeJ.~ mtl po.t 2'" into .rouad PARlU". ay ~ DlaAaL.D . ...- BI.ok on whit. '....IT ONLY IT ,.. .... _ ~ Bl.ck oa whit. I _....,..... 'P' JIM c N ... TT HANDICAP SIGN II II IJ a " X,a. BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA CJ ..."'""1::T'1I . Z o - ell > .. . S*\'tt~l, ISlUI DATI - ...."rf.."I" ... ot/t~10 01/02/90 ...... iF ',. > v... lb "'Y2" >.--.". 'If.........~ .. If ,,, -.' -~ -. .. ~" ..... . ~ l' drawn Ity .heet -~dl.clr.4 It, RJD A-5 co"'. na 89063 .f 9/1S - ~ --: -..".. -.... top of parapet . n' -11-" · 12'- o-~ "P" · 1'- e" -+ . ". 0.. · 0'. 0". ~. . i i I - -- "'~ T - 1 I I I I I I I I 8'- 0 .. 'f_ 0 .. DDDDDDD2 .. 2 ~~ DDDDDDD~ T - - - FRONT ELEV A TION SC Y."-l'-O" · 27'-11'. ncond ~loor · 12'-B" · 12'-0" ~ - to. .,::::J IITT .....-- , B"ze" precast conc / "\...-- scuppers <typ ) ~ ODD D DO 0 ID~D~D[D[D~ _ ~ Y4" thk stucco ~ 'Ia flniah - DDDDDDD ID~D~D~D[D~ ------------- ~ o - RIGHT ELEV A TION SC Y8"-1'-0" . 28'-0" ~ · 22'-0"~ + 10'-0" A.. V I .. 00110. curb (not typ) ." aim 11Itt.r--1 by m tl bleinl manu! --==- EQ IQ r t ~.-L/ T", :...; l "lI..'-" ~ '/"1/ .....' ~ /~~~ II ~--- r b I - .111 --- I o @) @) . lo p e nj lo p e nj \ \. \ 8" oono _--""" retalnale ~ ~ ~ LEFT ELEV A TION sc Y,"-l'-o" . . - f . . . . - - - . -- . . - - . . . . . - - - . - . .. ... .. , I I I _1 /; I ~ .II -=~ --=- .... - #~~ - f I -aullpended 1010 (a.e detail) DDDDDDJ lY4" atucoo ~i.h 11 .a te.aion eabl. (chrome or stlverHtyp) alum callOpy (s.. detatll \ nz:~'t: ~lt'e~I,~a--- \ alum tram. DDD~DDD I , ...b.-. 3'- 0" f- -I- ~ 1 - L handicap ramp not shown -- -. --.,;..:,.. - '" 1 I ~7 L 12" block w.n see elevation ~t.il and ..ction ~." alum downspout ~ 8" alum .utter \ \ @ @) ~ . 0~m.tal .trllcture (submit shop drwa.s) .....-\ (desllned for 125 llPH wlnds) \ / / \ I \ @ @ -- -L_ 27'-11'~ + 26'-0"-$ + 10'-0" ~ '-P' '""" ~~-- ~ - ___ m_ _~ -- - -- -~_. ----.-r ......... gJt' '" ... .....- #2JuY1 12" mt! 'ama 10 5'- 0 " 15'.0" r p e n\ r p e n\ . _----\12" mt! faacla v ,------- I ' r 10 \ m.tal structure\ r- - .., .0penJ @ ~7 . rl~\~ i~~~ *~lar 1 ~rtor 1 ~~d[:~~ J ra~~e oU 1 I -I I 1 I I r 1 r---r----- K---- ;-----------------------~ /~\lCCO fin on eOIl:-~l" ~ .t\ pjp.. cone ~ bile wall illed "-0' above tIoor typ) ." curb (conc 1- / B" conc retentioll l-- area REAR ELEV A TION SC YII"-l'-O" r--metal atrllcture --'\ (submit shop drwll.a) \ \ a" alllm. ,utter by mtl buildlnl manuf ~ / ." alUBl downapout ~ / @ @ ~ (9J , . - - . ' . @ @ r 1 ~ \ @ @ r /?- ~rA'~ ~~,-- /' -- - ........ $-.26'-0" @) r p e n~ r p e n\ 8" aIm ,utter by mt! bldnl manuf _ - ." cone curb {<(not typ 1 elf COIlC retaina,e \ I \ $-. 22'-0" \ -+ 10'-0" I 1/ I Il .. .. open ~ @) ~ o , 8"z8" precast cone ~ ~ .cupper. (typ) ---/ ~. 27'-11" @lU~~ bUrGundy ~.a"'nee.r /~yn3. *nl1 .A..A. ~ J< ~ D D 0 '- /")~l...... ,I ---~ ~i tc;,ra1' ~nl\ Ind\1stt'ltS -tf -'\2.- 0 ,J -'--'" ... . . ... . ,./ J'I L "4" tlak .tuooo 7 fInish ~~\i cP~k ~\r;t ODD L][][]DDDDDD aeoltnd ~t. 10'-1" ra . 12' -0" ]lt~o7 wall ,... f- @ @ - DDD0DDDDDD - . . -----..----------------- o ............... rnElHvuttARV ALL VJORI{ INVOLVED ON THIS PERMiT SHALL CONFO~M TO ALL APPLICABLE CODES AND APPROVED SITE PLANS. COMMUNITY APPEA~ANCE BOAQO Wl CHANGES SHALL BE MADE TO THE INFORMATION ON THIS AFPprVED SFT OF DRAWINGS DURING OR A~ER THE COf\STRUCTION PERIOD THAT COULD Iii A"lY WAY CONSTITUTE A CHANGE IN THE AESTHETIC CHARACTER OF THE PROJECT WITHOUT APPROVAL OF THE COMMUNITY APPEARANCE BOARD f l~ ~ rq,qo - , A WASTE MANAGEMENT OF NORTH AMERICA INC FACILITY FOR _WASTE MANAGEMENT OF PALM BEACH COUNTY I o - .,. > . . , 0nr1I NoM ~ """ 1fIltJlgulMa, IIlCIlIml_iOMlft -"rlgu.. If,ItClfttllll,..... be..... 10 Ron Oems Arct\lteets A I A P A for correctlOtl before any pitt of tht WOfk . Itlrled UnleIS _ expressly ~ no aOditIOnIIlIIIowInct WlIl be macIe mltle GOntrlCt endIor rMnUfIctur*'s favor by vll1ue olllnor. ambIguItttI MdIor ormsttonl whtctl should 11M been dIICOYftCl dunng lilt prep. aratlOn of btd estlmate and dtrected to OW( alt9nlJOn '" a timely manner 2 All dr8WlflgS and designs' are the property Of Ron 00mI Arcfliltcts A I A , P ~ ... _ /lOt bt JepfOduced wrthoJl their"'" I*ITlIISIOn 3 00 not scale drawlngs Ute hgured dtl'lltllllllM. ,Ar"tIidlll.... ..,....,..110. ..... drtlOl\S In the Mn1 of oonlllCl notify ARCHtTECT before proceed1ng > BOYNTON BEACH, PALM 'BEACH COUNTY, FLORIDA OlIlom "'VI DAT' \ \0 "rown It, dt.clro" It, RID com", ft. 89063 -- .. \ .....t A-6 .f q/1'~ i I ~. . ,::"""i ~ __ ..-r .. ~ N t C I i -- N I ~ t C I it . .. , ~ .. I ill N . - t ... , N pO . . I N pO . 1'-..0" I'. 0 " ramp up ..... '- '.. , .. ramp up . . -~ 15'- 0" 8" , IS " ~ lllldi'll p. ~~ ~.1 t> .... +> r:= ~ r:= .-4 td :::s !.s'. 4 ' ~" 8!!5' 0' ~. ~ .g- , llllc1lnl ~ . . . .. ~ ( . .. IS u It , 115'. . .. General Manager 115'- 10 " . III 4 " 40'.4" Conference Room t . ~\ f::LJ1 l 8'- I" 4" ) I :::.. G M AdminL ASSIst .. I :: 4'.0. II" ~#" lr '------ 13 . 2 .. D , _ , TT to I I I I I I I I RecentiOn~ Waltin2 . . 11I--' 1'- e " ,II " 1J'. e .. Drl ver & t Safety ;Dlrector :.. pO .. 11'- e " t OD I Go pO Conference R_oom 11'- . " CI jJ , 4 II 4 .. . ~ uperv ... I Go pO . n.. c , ~ pO III 28'- 4 .. u i s::= C1> S ~ ~/ ~" Ill'. S .. / ~~~(i~ I ..... 11'.0 4'..Jl " II'. 0 " ". 4 "S'- 4 "I'. 11" 8'. 0 .. Coffee ~ounj[e . III ~c , 10'- IS .. 4 . 18'- 0 .. ~ .'\. ~ . ASSIst GM - 1.". a II ~ OperatIon's Manager 1& " 11'- 10 II 4 " 14'- 10 II 4" 4'- IS II t c 0 I . e'. 0 4 II . ~ ~ ~ t1t", ~f ~ I :.\ . "-- \ o pO , ;. . o pO I ~ rr .. l' 4 .. ~ 4 II 4'. IS II . II 115'. I " ~~ I ill .4: ., 14'- 4 " \ o pO I :.. pO ~ 7 c ." -> ,::: I~ 0 ~ 0 o o !:::::: . ::. ~\ . ::. ~ ~ ... .u ~ \ ..- .- I'. ." :: e" IS~ " LvlVlV .. ~ [X: .. . .~ ~ :.. ~ ~: ~ \ ~~ \ - S ~ o ~ o ~ J-t C1> ~ C) . o c ~~ .. ( l.- I . J anI tor, - ) .._ H' " llI. "A . U" .. ~r. 0 r .." ~ ( : . :.... l^ 18'- IS " ~ 8'. 0 "! ~.. t I : (1)~ I - ~g$J ~ C(I'DV U~ II f ~- I ~ : 14'. 1 II 4 "4'. . Break Room , .. I" 1'- 0 II 8" 1'- 0 " lS'- 0 II Parts IS'. 0 " I " -------- ---->---------'- ~- -------- ---'-------- -=t-= ->--- ------'------ --------- . c It 1\ c ,c . II l C Il--..... Il---.- . 1f-'-.----------4:.=+=-ft--------=--=f1 0 \I IJ _.. 1\ \I Bay .2 I~ \I II I I 1\ II ~-~ II ~-A II II I \ / II I \ /1 1\ \I I y I \1 \ y I II II I / \ I I I I / \ I \I II ~_~ II ~_~ \I II I I II \I I I II \I I I II II ~-A II ~-A \I 1\/1 1\ /1 II I y I II I y I II II \ / \ I II I / \ I II Ii ~-~ il ~-~ I: II 1111 II 1\ lHI II II I I II II I \ II .I~---------~-~-"-------~I. ~---~-----~--~-~-----~ . . . . . . 4'. 11" S'- f " Lto .. f'. 0 .. It · . ( r- 4 .. . 116 El ~ 4 ::, ec. It) a. Room - 111) o . III III I .. 1 8 . 4' 0 " 4' - a . 7 f. RH II .. I-Of. P r.l LJ II) I ~ 4D . . o . . · o. ... , ~ ... ~ ~~ Clerk - - . ' . f" ) TL..-- U 11'. a ..Dlsnat4:h \ f 1'- 0 " ~~ r- f. J81f'. a ' --.... _ f. I" I .,'\a 114 " 8'- e. ...... 8 II \ 11 "" T ., IJ . I .J . J ... b pO ..... . ~~ 4 .. ..-tt \.. -- ,---/ :.1 ~ -t o J. ... f "- · . " Tr . I I I I ~,~ UP C I I I 111'-..-:r ::,i:~ -- 4 "\ -' e'. a " 4 . ; I 1\ -! ~heck In A ,. ea . /' , IA.- 0" W.O. Ia'. r 8'. '" lJIlo a'- 4 .,.,._ 0 II FIRST FLOOR PLAN SC Ye"-i'-O" . - . - & - . . -- - - - - . - . . .. .... . ' . . iD III lan~ng t III T · . .1") " - III 14'- " " LC OS'- " ~ S'- 10 ' 14'.0 II 8'- 0 .. 14'- 0 II o I o Bay .1 Bay .1 "-A 1\/1 I y I I / \ I ~-~ ~-A 1\/1 \ y I 1/\1 ~-~ . . . . . o . . . . Deli very Bay . Bay .1 . ~-A 1\ /1 I y I 1/\1 ~-~ ~-A 1\ /1 I y I 1/\1 ~-~ . . . ~-A 1\/1 I y I \/\1 ~-~ ~-A 1\/1 I y I 1/\1 ~-~ . . . . 14'.0 " 1'- 0 " If'. 0 II 1 GlnlfIlNoM Any..... ...ftblgUltl.1 .00I-.o.lIindrwmpMd~..tJtllll8ftlf to Ron Doma Archttects A I It. . P A lor COfl'ectlOll before any pert of tN work 18 started Un_ 'l9'enIy IIlpU1alec1 no addltIonatallOwlnce WlII be made In the c:ontrect andIor mlllUfaeturer's lIvor by VIrtUe of errors amblgultl8S and/or oml8SlOfll whICh should havt been diIcOYenId during tntll'8l>' alatlon of bld estunIte and dtrected to our attentlOll 1ft a tuntly manner 2 AU drlWlngS and deslgns are Iht property of Ron Ooms ArchlleCta. A I A.. P A 1Ifd..... MIl 111 reproduced without their/hit pemllSSIOII 3 Do not tcaIe draWIngS Use flgUl'ld dlrneMiclMonl'J; wfll,Ulo ......,tII*"Il1in_-- dlllOnS In Iht Mnt of conflict notify ARCHITECT before proceedmt 14". 0 " 8'.0 " 14'. 0 .. e'- 0 .. 1"'. 0 " e'.o . If'- 0 " r- IS . 1"- . . S'.O. Ir- . .. _ S'- 0 II . ~~ 1 ------------ . ~..: [!J - g o I [!] : ~ . . . Bay .6 L- ~ IS .. DrI ve Thru Truck J8:S~ng Bays I' / I I ~ I \ I ~ -~ r. ~-"l I \ I I ') I I / 1/ \1 L_ ..J ~-A 1\/1 I y I 1/\' ~-~ 9J- ~-A 1\/1 I y I 1/\1 ~-~ ~, ~ i \ I ~ -~ ~- ~ I \ I I ') I I / I ~- . . . ~ . . . o ~ i o o . . . Bav .3 Bay .5 Bay .7 ~-A 1\ /' I y I 1/\1 ~-~ ~-A 1\/1 I y I 1/\1 ~-~ ~-A 1\/1 I y. I I / \ I ~-~ ~ I o o ~ ; I I I \ I ~-~ . ~ I I I ~-~ ~ ~ I \ I ~ ~~ ~- ~ 1\ I I ~ ~-A 1\/1 I y I 1/\1 ~-~ ~-A 1\/1 I y I 1/\1 ~-~ ~-A 1\/1 I y I 1/\1 ~-~ ~ - . LJ: [i): [iJ M.J- II c t---------- . . f[f , l .,.. . 1"'. 0 . 1'- 0 " 14'. 0 . 8'- 0 " If'- 0 " ". e . lr.' " S'.O 1'1"- t .. IS!'. 0 " ..,.. I " Jr JfL/j 1". . .. 11 'r I . . ~ 81~-' .~~ 07,_,. U o r - -- .. . ill h ~ · III I o ...... o o j;. . -- .. -- i-- .. o o o 9J- t. ~ h~ 4.... '[ ~ .~ I '- ., ~ ~O ~ IJLJ $ . , 10 ..1_ S'. 0 r. 0 . f'. 0 " 1'- e . I. I"'. It .. A~l V/OR}{ INVOLVED Of.J THrS PtR~J1IT SHALL CO~I('o?nll TO 111 l \. iV' ALL flPPllCABLE CODES AND APPROVED SITE PLANS. ?:l t l nv~ n~ A R Y - -' ~ Q nlfox~- xn,V~. A WASTE MANAGEMENT OF NORTH AMERICA INC, FACILITY FOR WASTE MANAGEMENT OF PALM BEACH COUNTY BOYNTON BEACH, PALM BEAC~ COUNTY, FLORIDA - -- , , . Z o ;; - > .. . fI' IIIUI DATI . - . ...... Ie . .. it · o e:. b I it Tank Storage . ., .. ., . . . C I i . ::s , :: . . I .. ... COMMUNITY APPEARANCE BOARD NO CHAr-fGES SHALL BE MADE TO THE INFORMATION ON THIS APFPCVED SfT OF DRAWINGS DURING OR AfTER THE CONSTRUCTION PERIOD, THAT COULD IN ANY WAY CCNSTITUTE A CHANGE IN THE AESTHETIC CHARACTER OF THE PROJECT WITHOUT APPROVAL OF THE COMMUNITY APPEARANCE BOARD ~/a/qo Chairman and/or Co Chairman ~ OSIOSIII Wid J/\ "rawn b, .....t .' < ~. ". e'. 0" ~ 11'. 1"1 = S'- 11. ~ ,2,--:7od 8'. 11 ,,0 .' ." \ ~ 0 ' .- U V\S. : ~ 0 :-: \ ~ 0 ~:~ L_ ::: " ... 4 " T · · T · · T · · T · r ---. r--' ~. C . It-.~ ' , It-'~ ~ II II ,_ ______-- ____________11_ ________ _______________LL-------------- ---------- -1l- + ch.elr.4 Ity ItJD A-7 c a...... ". .f q/1) 89063 --- - ..., " . .;"~ ...._~,,~'"..,.....,- ~ '.'P" ,n.s_~"'." "'-""".' .... . " T. ... II<~' . , ~ .'..., . ,. " .q ......, ~ '" .... ..', " - ,,"" - .". ... ..... ". 'r.,._~..._ 'J' '!'"' _ ~.~~ T..---y .... ....... _.~___ jf1Ul ------------------------------------------ . .. . lD . -----,..---_......-- . . t . ~ ... 1\ :- Q 1\ G I I t I I 1 f J: I ,..L o \ Divisi on Controller Assist. Con troller Data En try lunch Foom . I ~ . l o o 1 5'- I .. . .. 11'. . .. U'- 10 .. o ::.. 1"- . .. ... o II .. 4 .. .! . .. 16 ." I .. .. v- I. Ar "h VE Files o J \ \ I \ 1 Y 1\ 1 \ i\ / \ 1 Y 1 \ 1 \ \ / \ 1 Y 1 \ 1 \ 1\ / \ 1 Y 1\ 1 \ . .. I ~ 1'- I .. ~71 IL~ Co IE ...t on T- 0.1' ~.. 'Jlt- 0 .. f-- .. Payro I Bookkeeper w .'" 0 .. 6 .. I'. I .. I ... f.., I ~-, L~ " / -, ~ -I;'::' 5'- 4" IA" ,,-' 86'- 0 / \ Jf> II ... ... ~ . ..- .. copyL 1\ / \ 1 Y 1\ 1 \ \ / \ 1 Y 1 \ 1 \ [\ / \ 1 Y 1 \ / \ \ / \ / y 1\ 1 \ :::... .. ".' Ifr'- ~ 4'. .,.. 4'- ., .. .. CI d Jr1 o I ... . IJ I\I~ landing .~t~i1~ ,f. 0 .. E ~ "s.,. I . i? 6" S'- I" ,.. 4'- 0 ... III'. . .. . .. S',O .. , /' , ,,, , .4 " \: ~Il to MloW' /" l ai tin Q , .- , .- , .- , / , / 13'.}. .. , , , , , , , , , " / "- f'. 1 IL~ " / , ... . ." . . ... ( 1 ' I;; ding .. A'- ... l/", o. . . .. 110 o H ." , iO . ~ .. " " " " " / "'71 IL~ f~~ File CIel k J'l\ni tor . o . Shop Supervisor o \ / \ / Y 1 \ 1 \ [\ / \ 1 Y 1\ / \ \ / \ 1 Y 1 \ 1 \ \ / \ 1 Y 1 \ 1 \ ""~ o . o I ~ . CI . i , ;.. .. o o o , ! "'. 4 .. ::l ~ <!)<!) Men . , it CD I i . .. 110 o H ." ~ II) I ;.. ... . Sales MallBller ~- f.., J - 0 = ~l CD o ~J .....1..... L... . .,... '11r' '1.""" r C><J ~..:, t) t) l~ ~~r-::' w omen ~ 11 .. ( \ / \ 1 Y 1 \ 1 \ \ / \ 1 Y 1\ 1 \ \ / \ 1 Y 1 \ 1 \ [\ / \ 1 Y 1\ 1 \ " ,,/. ~=, , ... . . CI I ... o b ~ , .. .., . .. , :: 8 .. 5'. I .. /".... " 'f'- I .. T- 0" ... "'- 0 .. :s'- 0 .... <:> 4'- I .. . "4'. 0 .. . .. .... ~ S~Ie r ;'::)ecr ~tary ~ Supp y ~ :\ I w W~) II) ~ Sales Confe) ence I iO " , ;.. ... C> ~ .. doRo CIer k ~ ~ LJ .., ~ Sales \ .. LJ ... 00 ~ lant1l g I' )cn N ~ T. e ,.... _ ) . 4.'- Ii . ../ . t } r ------------------------------------------ Sales Sales Sales II) , ;.. ... ~ . t.J " 5'. e .. ." "'. . .. 4" Too . .. 6 · T' 10" 4" or- I .. .. T. e .. IN : 9- , . .. lD , ~ o , iO . I CIII -------r----.JI....-- III "- . . roo I N "'- 0" . N 4 .. "'- 0 .. 4'- 0 .. 10'- 0 .. ...'- . .. .,.,.- 0 .. .--...... ~.,- . ~ .~ ,_7" __ ~ ....----. ...... . ".' ,., - ,.. ~-.::.......- J .,.. , COMMUNITY APPEARANCE BOARD NO CHANGES SHAll BE MADE TO THE INFORMATION ON THIS APPRCVED SET OF DRAWINGS DURING OR AFTER THE CONSTRUCTION PERIOD, THAT COULD IN ANY WAY CONSTITUTE A CHANGE IN THE AESTHETIC CHARACTER OF THE PROJECT, WITHOUT APPROV OF THE COMMUNITY APPEARANCE BOARD. SECOND FLOOR P,LAN sc: Ye"-i'-O" PRELIMINARY ALL "'/ORK INVOLVED ON THIS PER~'lT SHP~LL CONFOR~v~ TO ALL APPLICABLE CODES AND APPROVED SITE PLANS. Chairman and/or Co-Chairman 1, GnIItNlMr. My""""",,-, _.....ltiftONIllg&tnd~......... 10 Roo Dorris Architects., A.l.A" P,A. for c:orfection before lI'ly palt of the work is Sl8tttCl. UnIeII tJprtllly stipulated. no addilionaItIowanee will be maclJ in !he c:onIrIct IlldIor menufac:tul'er'. favor by vittut of errors, II'IDgutttet and/or omil8ion8 which shooId have been discoNftd during the prep. .,.tion of bid IStimatt and difectecllO our IIttnIion if! a timtly manner, .2. All drawings and dtsigf1s are \he property of Ron Doni. ArchilectI, A.l.A" ',A, tn'dtlialt not tit rlPfoduoed WIthouIthttr/hit plIlmission, , . S. Do not se... drawings. Use figtMed diltt....... '**... .....,.. ...lSklftI JIIld 0CJft. ditiOnl, In the Mnt of confIicI notify ARCHITECT before proceeding, ",own Ity .... "..- A WASTE MANAGEMENT OF NORTH AMERICA INC. FACILITY FOR: WASTE MANAGEMENT OF PALMJEACH' C:OUNTY . z 2 ~ > - .. C .ek." It, CO","" no. FLORIDA " *..: .i. """--- ----~~ '~. --r-" ,F - I _.~~/ '. , - -!'- 'T'~ F.,.: .." "', ---- --.-.., ~" - -- "'-'L__.. ... :::-. ...= lII""l' 'IS __ KEY BS SM LB YY CA W'R SR PS ING IS YL QV TF TO RP GT TREE - - .. , . .~ ., -..t.. r-oo[...----, ,. " -- .... ~, -... _ _ 1lIP r ~ t "..rtIIf/Jr "-'~"'.$.1'","~V' .... ""'~""""'~':Wa.-."..~ ......-.."""""""'- PLANT lUIIE SIZE AND SPECS QU ANTITY N A TIVI BURSERA SllIAltUBA GUMBO LI1(BO SWIETENlA IIAHOGONI IUaOGANY L YSILOIU BAHAMINSIS WILD TAMARIND YLAMG YLANG PERrun TREI CARPENTARIA ALUMINATA CARPENT ARIA PALM W' ASHINGTONIA ROBUST A W' ASHINGTONIA PALM SY AGRUS ROMAMZOrrIANA QUEEN PALM PHILOPENDRON SELOUK PHILO PEND RON SILOUM IX ORA NORA GRANT PINK IXORA IXORA SINGAPORE YELLOW IXORA LANTANA YELLOW' LANTANA QUERCUS VIRGINIANA LIVE OAK 12'-14' HT J' G PROPERY LINE ~ 8'- 0" l' min Inside I uhtd. .., 32' I crown of road 3'- 8" ---------------- 54 If A TIVE p:; ) C1 .. I 3" abo.... cro"n! of road I I I , I miner road ----------- --..--- NATIVE 10'-12' HT J' G ------------..--- ----..------ --------------- --------- -------- -------- 10'-12' HT F G 4 1U TIVI ~ ~ r\ 7" - - "0'-...7 -S( ~ -.:: 7 f~ '\ - \1 1 Altt\ ~ I I I I I QW ~I (' ^ ~- 1/ ~ ) ~ .dlltin, or proposed street /'-... !'iR? 00 ^ ~ ~v V"- ~, <:SO~ I n: \l ( "I 1 1 I ~~I -I \ 1 ......... ( 8'-10' HT r G NATIVI parkinl 3 II TYP. PROPERTY LINE GRADING NTS 12'-16' HT r G CST A GG IRID) 12' C T CURVID F G 6' C T CURVED r G 12'-14' 0 A HT F G 12 .../ NATIVE 8 o 5 I ( I 3 GAL 2' 0 C 36"X24" 900 LA WN SPRINKLER SPECS 1 R-50 Rainbird pop-up head 2 R-1604 RalDbird spray pop-up. 3 QU1ck-ra1n-plastlc 12" ...alves 4 Rain bird 12 zone timer 5 Starl1te 5 HP pump 6 Slmmons check valve 7 Rain b1rd flex pipe-all heads 8 SDR 40 sleeves 9 SDR 26 all other pipinl I o M ) 4BS "R-1 ) 3 GAL 2' 0 C 36"X18" 180 I I ) "'" 1/1 ~ of' II 11/ I I I II II II II II I II If' ~) ~7 l o o ...-4 l"- lO 3 GAL 2' 0 C 36"X18" 900 1 GAL 12X12 200 NATIVI 10' H, 5' SPREAD 4 NATIVE \: I ut ' II ~ II I I 20 IS I I ~ 21 GT -- J=ffio Jrr --SOD~ Z'SO,> I ~ <<~ ~SOD"" . GT )"' { ~ :oY:G/~ =- r:_~RG ft ~ ] ] ij ~ tfm+ lj ~ 400 PS ~ ~ ...!l.VIf ......':'L ~ CA ~ / 3 SR 7- ~~ l~!,..t~ \~OO p~ 0 I 6 BS 8 CA---. ~;I.~ oo-Jl J-a;;;;;;s-" 'V I ----' - n n 1 n n n n U ~ ~ ~ ~ ~ ~ -0 -o~ ,@:r0-_C.- '0- 0 -0 ~ ) t" J II II 1111 II~I / ~ ~S~~){!!! !.~n~ ~~ ~~. ~~ ~n~~l (~ .5 20 RP ~t10~ ~ . BS n~! r ~ ~06Bs--ti - :[L~ ~ ~ ~ ~ ~ ~ 'H I ~j~\ ~ ~:::~ ~ ~ ~ ~ 1 H tV~ u J~ v L...)' ~ "-' 200 PSi I ~ ./ ~ ,,) 11 lr II II l II -1 II II 100 TD \ I ~ /' 1)~D = ~ U U U U U U 200 IS~ -';: ~ ! ~ .~ ~ el ~ ~ ~ ~ ~l:!l ~ ~ ~ YP ~ ==;:' ~/~ai? ~~~: 12' C T 1I1N SOD>-" ~ "2 lrR/~' (or l-- ~JL~ f~. ~tr~:C~ ~ :?'\: ~~~7~~'~-~~~\ L.' C KIN ~~, ~ .( lJ \ ~ ^ .... - ~~. ~ .....~ '-J._~ .....SOD ~,., "\ ~ '-J II I- I ~f I L _~ ~->o:: - 13 RrLJ 300 TF-J L200 YL ~ ~ T industrIal w af562 00"---- -100 TF 1 TRIPSACUM FLORIDANA DWARF FAKA HATCHEl GRASS TRIPSACUK DACTYLOIDES J'AKAHASCHEE GRASS ROYSTO~!A 3 GAL 18X18 NATIVE 300 13 BS r G ,18" 0 C ,6'X6' 100 NATIVE o ~ o I ) ...-4 ~ ~I 47 N A TIn: 12' C T KIN ['SOD 11) . ~ GOLDIN TRUMPET 12'H ,'" SPREAD 30 500 IS ~ ~l-- .... - 2 CT 1 GT/' .. ~f200 1S I If ~ -- Y( black or Ireen hose tied w /12 ga double strand iaIv wire us. m1n 3 guys per tree spaced apart at 1200 ~~/ft....\\ \\ y//~ "",,'\Ij" \ \ \ \y//",-", ,'V A \I ~\ \ v/~, "''<I J:\" \ \ v/ ^""~ ~i\",~ ~~W~~W~~W~~W~~~ ~~W/f:N/II/I'" '''\V///I/~~~ ~III!/I" continuous lay~r o~ 111~\y/) '-'V '\--- prepared soil \\~ " III All sodded areas shall be St AugustIne grass All sodded areas shall be provided WIth an automatIc IrrIgatIon water supply system r'\ V5 BS -R v l-fl1- k _ _ cff ~L ---tY ..,SOD) r~ n n " ------ \ \4 QV \ T wrap trunk w /5 layers of burlap secure battens w/r4gal... carbon steel to hold battens 1n place during planhng process NOTE TOE NAIL TO BATTEN NO NAILS IN TRUNK J NOTE 10' unobstructed/ cross-vlSI bllt ty tnangl! ( tie up fronds wi biodegrada ble twine (clear of landscaping typ ea Side of Ingress/egress) remo...e old frond boots PLAN LANDSCAPE 3 - 2"][4"][8'-0" wood braces spaced apart at 1200 SC 1". 50'-0" 2" cypre.. mulch grade "B" o c spacinl as per plan white flailing on all IUYs 2"][4"][24" stake pad burled 3" below grade in well compaded SOlI 2" layer cypress mulch pull burlar away from lop of bal TREE LEGEND o shade tree-12' hIgh, 15' spreadl, 6' clear trunk mIn ~ shrubs-3611 hIgh, 1811 spread 000 palm cluster-l01 hIgh mIn (3 equals one shade tree) ~ ground cover I I I I I~I' I , t I I ~-------J 2"x4"x24" wood anchor or .5 rebar 24" lonl 3" below grade 1n well compacted soil fIll around ball ,,1 sand and wash in prepared plan Un, .oil w/fertlhzer (see specs for req ) PLANTING PALM TREE EDGE PLANTING PRELIMINARY ALL \^JORl, INVOLVED ON THIS PERr~~lT SHALL CONFORfVl TO ALL APPLICABLE CODES AND APPROVED SITE PLANS. COMMUNITY APPEARANCE BOARD NO CHANGES SHALL BE MADE TO THE INFORMATION ON THIS APPROVED SET OF DRAWINGS DURING OR AFTER THE CONSTRUCTION PERIOD, THAT COULD IN ANY WAY CONSTITUTE A CHANGE IN THE AESTHETIC CHARACTER OF THE PR'lJECT WITHOUT APPROVA OF THE COMMUNITY APPEARANCE BOARD 3 [tl Chairman and/or Co Chairman 1 GInnI ~ ,." emn ~ lAd ~ '" dr1w1ng18I1d IIJ,lIC:IIiCIlDftII.,.,m1d 10 Ron Ooms Architects A I A P A 101 correctIOn belore any part of !he woric II ItIIt8d Unless 'llpreslly stIpulated no lIddttlOl'lll aIIowInce WIlt be made In the contract IfldIor manuf8Ct\l,er s favor by virtue 01 errors amblgultleS and/or 0ITllSII0IlI whICh should have been discovered dunng tilt prep- aratlOll of bid tslft'l'lBte and dtltCted to our attentIOn In . timely menner 2 All drawmgs and designs art the ~ 01 Ron Oor"s Archtlectl, It I A P A and""" not be reproduced WIthout ltIetrlhll pet'rmtSlOn 3 Do not seale drlWlngs Use figured dllMNlclflfOftly, ClllnffIC1Or.... \lIflfy .. dl/Ml"1I'ld con- drtlOtlS In the event of conflICt notify ARCHITECT befor. proceedrng. drawn by 1 D .A. H .R L R T checke" .y RJD A WASTE MANAGEMENT OF NORTH AMERICA INC FACILITY FOR WASTE MANAGEMENT OF PALM BEACH COUNTY .. Z o ;; > III . CO"'''' no 89063 rP> 10 01/21/10 PALM BEACH COUNTY, BOYNTON BEACH, FLORIDA .SIUI DATI - {3-- ~- .- ~-~ ~ ... --- r_~.. ~_. ....' T"" _ - - -~ , ~-- ~ --- ...., .-- --- ----- ~ -- ~ -- -- - -- ~~~~~I~~~~W ~~@~@~~~ .. ~ ,~~~~ i~~~@~i~~~ @~ ~@~~~ ~i~~~~~ ~~~~~~~W ~@~~ ~@W~~@~ ~~~~~g . . ... . l o o . ~~~i ~~~~~ ~@~~~W~ I N D E X o F DRAW INGS SHEET DESCRIPTION ARCHITECTURAL A-1 COVER SHEET A -2 SITE PLAN A -3 SITE DET AILS A-4 FUEL PLANS, DISPENSER PLANS, DETAILS A -5 DET AILS OF ENTRY CANOPY, SIGNS, AND SIDE WALL A -6 ELEV A TION A -7 FIRST FLOOR PLAN A-8 SECOND FLOOR PLAN A -9 SECTION OF WASH BA Y, AND DETAILS LANDSCAPING L-1 LANDSCAPE PLAN ELECTRICAL E-1 SITE PLAN, ELECTRICAL CIVIL C-l SITE DRAINAGE C-2 DRAINAGE DETAILS , General Notes An'y errors embIgult1es and omlSSICnS In drawIIlgs and speetficatlons 8fla1l be rtpOIted to Ron Dams Architects A I A , P A for correctlOl1 before any part of the work IS started Unless e)'pressly stipulated no addrtlOllal allowance will be made In the contract and/or manufacturer s favor by virtue of errors amblgullies and/or omISSIOns wttlch should have been discovered dunng the prep. aralion of bid estimate and directed to our attentIOn In a limely manner 2 All draWings and designs are the property of Ron Dorns Architects, A I A P A lfld shall not be reproduced Without their/his permlsslOl1 3 Do not scale draWings Use figured dimenSIOns only contractor shall ven1y all dlmenslons and c0n- ditIOns In the event of conflict notify ARCHITECT before proceeding ~ ~ - - n -:~ ~ ~ "': ~ ......" ~' ,"" r' y. .~~ , ..c p ~4o::" ... ~ ~.. .. · · .. ... ~ :' c~ ,c , <;J _-.............. ::' ~ .'-"" -..... .:--- ..... " ....' ~ -- ~-- - -- --- D ~~@~~~~ I." PRELIMINARY TECHNICAL COMMITTEE SITE P, N REVIEW Bldg. Dept. ~ Date ~. to ~ 1Jl6m.v Fire Dept Date ~ -- Co - CjJ) Eng DePt~~~Date 3.-~ -c=.o ~~cR.A1'\'t>"-",, Utll Dept Date A E~f) Police Dept. W. Date ~ ~ It ' qo P. W. Dept 'fr ~/., DateH~ City Planner ~ Date-1f!f fv Ree. Dir. Date :? - ,- 'I ~ City Mgr. Date Forester Hart. f19~ Date 3 - '--90 ~ - - ..... - 'l'" ~ _ r _~ 'I A WASTE MANAGEMENT OF NORTH AMERICA INC FACILITY FOR WASTE MANAGEMENT OF PALM BEACH COUNTY BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA " "'- 4I,.wn Ity .. J D A H R L .R T Z ch.c.... It, 0 A -1 - RJD lit ; 1M co....... no . 89063 !Ir.: _u,. po 1 - ,..~ ...:.~, pI'~ ~ . .. II '"'" ........ ..,,; ~ " I .~~~~~_.A ~ ~. . ~ . 7. ____ _. a heavy duty trench drain system {slot ted grate gal v stH submit shop drwgs (by ploydrain) rn Q,) .~ I-t a:s l> ~ 6" " "/ slope I -4E --h- " '< r::::::::::J ~ f::,.... - ..1 -n ' -' o' 1!:. " I>> \ I>> 'f' ' I>> I>> ~ I ,~ I>> , Pd. ' .' 9V' ' . . 1>>, ~ , I .; 't a. . i I~\.. \Jl>>w l ~5)' ~ J c> . Q; ~ .. - t -' ~ 1 *5 ~ ea. side ~ .~ E i' ~ ~ ~ Q,) "CS \ slope ~ - -/1 -.- - -- I> '\ *5 ~ cont. (typ) .. .. ~ DET AIL M SC 1'12" · l' - 0" r:1 ~ -9' u ~ hinged Yz" 0 ~ stainless steel handles .. .. ~ 8 ~~ ~~~< >,;:( ~ ..I rounded ~ edges ---1 '~ -2' 'II " " i ,,\.}. stainless steel bucket detail NTS gal v. m tl. slotted heavy duty by polydrain (su bmi t shop dr w gs) grate_ 3' -0" openJ,nR: l/ / / / '- !\. steel angle sized by polydrain < slope handle stick-up 111'16 " - slope >- ./ ~ ~, I I I I' I I \~--.---.,'" -,---- \ '.'., . 0 t I 0 t , '.' 1 l I drain pipe in o .~---ro"fOregrOUnd ~6" thk . I. I' - I ~ stainless (, \ ' I ~ steel '-./ I ~ container l' IV (submit shop /,01 IrO 4" :: drwgs) ~ ~ 2"x2"x1" deep .r" ~J I "" r ~ I( *3~ to 12" O.c I, / -+l ea. wat ~ LJ . it> walls 8< floo r-t ~ I II . I, '!J. ___~ -- - -:- - ~- -- - - _-!J oL...___ 0 ~ '., " 0 ___JO 4" min. / " , ... '\ '\ DETAIL N sc 1" · 1'-0" . - ..... - - . . - - -'!- -,~, 8" wide curb w /2*5 ~ ~ !. .~1f1 . ~ IS i , ih. '1 "'~ 1 . ,....." /""\. ~ ,.....", - - ,.....,. II ~ metal partition by mtl. building / "" manufacturer (submit shop drwgs) " -+ 11 V- ~ v (M\ Q9 1/ II cont \ \ 4Yz" at I r highest point \ J/ ~r"- o~ ,~ - -I....... --- - - - ...... "'~---...... ,~----~:::... ~~~~ 4" at highest pOint,\ '\ ..... ~ co I ~ .-4 . - . - . - - - . - . . . . . . . . . ;... ... .. . . , . . . - WF18 thk. edge w /205 0 con t dbl lap top mesh 5' -0" (typical) SECTION S-7 SC Yz" - 1'-0" 714" stucco on 8" conc. :1 block wall (2 hour fire I rated) I: raised slab ~ I under tan ks ' ---............ I. ...............1 8" thk. containment slab '........ J.~ & wall w/1 - 5 th ea. ~_ ,.................... J-- -i.... ~ (wall & floor)l ' .J ~---........ L!=-::----"'l'" ~oA_.67/ If V - pre-fab metal building by metal _building manufacturer .r'\.. " "....."" :::... ",:::'" ,.....", ,.....", ~ , , .r'\.. ..r'\. "'~ ""'~ "'Cj Q .. Q) o CD 1_ ;"',0 v.. a:s bO r-. , "'tJ I ..-l ,.....", /""00.. ,.....", ,...... ,.....", ... f' 1 .... , / '" open A V A V WASH BAYS 128 8x12 concrete beam 5 ~ con t. (raked) (J .A ~ r - r. r\.. -"'. ,,-... ,.... J'*'\. ""'~ ""'~ "' w/4 · - -- rN\ ~ '( I -4 ~ ~ 48" o.c. vert.~ I +- TANK -'- 6" conc slab w /6x6 4/4 w w f on 6 mil vapor barrier on well compacted fill 714" s t u c coo n 8" con c r e t e block wall (2 houre fire ra ted) l- I r STORAGE @O 7'4" stucco fin. ea, side of 8" block wall -------- raise slab under tanks (typ) if /------- -------....... / ' ( ) 1 I SUJL ~ I! .~ Ii 1 I! B" thk, containment 1 II slab Be walls l *5cp c 12" o.c. ea. way i i. ~wallS 8c flOO)A:~ .! I. ~. tl 1~ .' ~h ~__':""__~,__~:"" Il~~~~~~ _:~~....__ ~..,.'>"~/ I I " . . '/'~::'.,~.~-"" ""'~ ":~'---==-- ,--- <,.: ... ~ ,~--~-~~~~~ 6--- I ~o, I 1 I v 1 I t t I I I I I I t It I I I I I 1 I . J I I l_______ 1 I 1 \ I " / ----------------"'" co 1""'1 '... .. . O<~ r ~ .....~_. .._. varies -+- ) , __varies - "C1 Q Q,) ,I Ii' 2'- 0 "Ii /I o.h. .. .. o ..I Q) t")- ,0 a:s t:lO ... I' AI.. V Bx8 cone. beam w/2. 5 4> cont. +3' -0" . / .5 ; vert. 0 18" O.c. fill cell vert. ~" .. Y2" exp, join 8" cone. apron - see site d.o. slab note- , I vmetal build. I 6" overlap ~ ,j . .. .1 '\ ~ I ~'" 1.1 4-'\ 714" stucco - __..: ----I I \ finish "<::::- ... --- : '" L :'5 gal drum':) 55 GALLON TANK AREA scYz" - 1'- 0" +1'-6" . o 0 +0'-0" . fin. f1. co SECTION PR"~ '."'t" I R:; Y ;"," ~~" ;'. . i. /j !.' r';'~ . ,\ti-h..I h..i <'7 ~. ....... _ .;,-/ " _,I' ,/ , General Notes; Any errors. ambtgull'es, and omlSSIOl'1S In draWIngs and specrf1allions shaN be reported to Ron Dorns Architects. A lA, P A for correction belore any part of the work IS started Unless expressly stipulated. no additional allowance Will be made In the contract and/or manufacturer's favor by virtue of errors, ambigUities and/or omissions whICh should hive been discovered dunng the prep- aration of bid estimate and directed to our attention In a limely manner, 2 All draWings and deSIgns are the property of Ron Dorns Archtlects, ALA, P A. and shall not be reproduced without their/his permiSSion. 3. Do not scale draWIngs. Use ligured dimensions only contractor shall verify all dimensiotls and con- ditions In the event 01 confhct notify ARCHITECT before proceechng. =,:i fl..... ~ - ~~ ~ /~ ~<.'ff} - ~l2f 0" . :..........~-r\I\J ...: , l.~ \J' A WASTE MAN AGEMENT OF NORTH AMERICA INC, FACILITY FOR: WASTE MANAGEMENT OF PALM BEACH COUNTY BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA F '.. .. Z o - 1ft ; III . ~8",~ InUI DATI ... . +0' -8" -+- +0' -0" . fin. fl. otf1."lto O1llt/tG ~::'r~ ~__..--~ ....~. ..~,.., '."""'f"~~T.Jo ",---"--, / \~, ----~\ J(-------~~~:::". I ll~~g rr I \ I , /1 ,,-----...-- ~-~ - clr.wn "y .heet d..elr." It)' R,J.D. A-[) CO"'''', .... 89063 of 5/13 ","p I . -- ----- f"''- >[..f"'" ..- ... ......... .. .....,......... .. '" -"'I!!'-- , - _-...:: r'r- ':!If'" ......~.:: ,r ~_ F'" l.....~~ __ ~ -............-- '" -..,.!!: - ',-~~ ---- - -----~ -......~ -- --~ - 1 >& ~ ,.4,~ ...;...r~~ ~""~"I\ , .. \, , -. .' ... NOTE Poles shall wIthstand 120 M P H winds and shall meet the requirements of chapter 12, S B C .latest edition 49c ~ ~ r-- l() miner road , ~ . all poles must have tennon 21"4" OD X 6" --_._._----._-~----._._---------- ------------------------------------------ ---------..-------- ------------------ Types A and B m td 35' above grade Type C mtd on wall as hIgh as possible Type D and E mtd 40' above grade 1\ {Ii' Y ,\ 'e!/ !!. \(1 I \ I \ I \ f \. " , / \ ~/ \ I 1, , I . '\0 PARKING ,/ , I . t , , , I I , \ . I I f I I \, \ I ~' I I f , , I " I I '... _---- \ " \ I _--_ I 1 I'. -- ........ , / " - -- I I " .".... ,,>1( ). ,,'" -- / ....->3r-------::::::-~~~ .....----:::..,..-K- .......":-...../ /iV... ... /1' (1 fC---/ \ 7(----- :' \-----T- --/"< ("'-I>I~ ,/ I ! 2 f C....... \ 1\ _E.2....l. C lrl f c /" c'\ II I . ~ :;.. I I' v'\' \ I" I \ J / r,:;;\ ( "II : ; \ ( V ~: 'i ~, V l ; / / I ~ I ),; - - - - - - - - - - - - - -1'1- - - - - - - - - - - - - - - - - - - ~ \" \ , ol!;),' o~ I \ ! i ~ ,',,_ -- '~ I II I \ 1 I ---- / /..... II ',~ II I ",_ ~-- ..., f / ( "- t.----- -...... j/ I _~,,_ r2 f ct 1/ /C .....{ '\ II f' .........-~"G-J-:>7 :::> I I ,~\ l\ / _---~( A ~ II I i II I - "\ - - - - i(f - "'-..i \ ) \ II I ! I I -~ " I t ~o .... 'i "',' ....1 I \ \@II@)/I", 1 f c ____ rh ....-----'1------- ----- t----- --------------- II . , \ I 1,/ I I..... --r \ II I , ... --- --- /9-1 )-(!---- : \ 00 i 1 f C ~ _---~. " II I '><- ----:;-j./ : I Ifi\ m II ~ i ,,>.::-----~;::-<. I - --- 1\ ,...-....1 \ ll>~<3 r-- . /2 f c)a.--- I I ~---"- \, / I LO .\' : {I I' 2 f\~ / I I 1>0 I I 04 ,,@I I@ I \ ' --- I I --- /, I i i / / \ . \ ... ,_ ---I~ I I '..<-----..,........... ~ --1- , \ . 001 f \' L. 21 f C -yf--;';' -- '(St2 f c'r VI j \ - _1- - - - "--- \ _ ~ ~ ~ )\, _t:_J C \~~~~~ !J_!l~_~_~~~_~_tC~~~J-LUI~\:~~l ,'-1>__- -~ .... :\ I ---.........x. € h / _--! EllPLOY!!.!.~RKING L-_ = I 1 f c~ ~ ~ ,';' L~ /" ," /1 l' ~', = I /_'-___~~:-_~~ ~~~-;---~~t: ~" f-':, ~ ! ;:;'Ii I ~ ~ ~ !~i! m i ~ ~ ~ Ii ro : = 1 ,/ lrrrrnrn\~r ,t-~r~rnl \l,J (~~T~ftJ~;15~f~tlm ~il ~~f~~!~~ ::~- I 1- _-_ I' I 5 f c ~-_ ','-- 1''':./ \..: t, J) l 1 f C - J ~ (', I -- I (", I j --I t-_-1 ,--- I I b:= I I : : ( i \ I : I \ r- I " \ I r 1 \f C tP/ 1 f c c:== , : r= ~~~] m m ~ ~ ~ ~~ : ,>L_ :~-=:-~(', \:-' ___O\~~ ~/ff ~ ~ .~,~ ~/ff r ____~ / : tI: f c I, 1 --- 1 f c .' .~ i ~ ~ ): GUE.:r)UCEC :~ARKING :: j 1 =l : '1\ ~---- 0 'f I ~ ~ ~ ~ ~ ~ i T~L ---; '\ \\ ~ iTn'n! n nH'[ ~ n n ~ tr' 1 J c"~ I :33 C \ i 5 f C \ I 5 f~ i r 1\ '" II II \ ~~ ,II, '(II II / !;' 'C' \ / I '" ~ n nIl 1 n 1 ~ ~ n n \ 1 n n \ n (- I \ I ' ---<. '/- ----- \-/ /\ ~ II II II II! ] II II " II II ,!II J-1 _ ,"" \ (~ I --\I (0 j '-y Ii ~( / ,,/ .... ~ f -- '" \:. ~v / r 1'\ - 1 c 562 o~ "~_____--/' "" ~/ ....._ ,/ \ I industrial way 1 f c '--- 1 f c -----' / ,/" / \.. v -f-' I 1 . I I / ./ t ,."",.-................... ~,. " , " , \ ,."" ....................... " ... ..... ..... / " // " ,.,.-............ ,'- " ..... "- " " / ~f 2 00 '\. "" ''l'\ \~ !!. .".------ " /' -- ---- -- - ---..... , @!!. , / \ ' \ J \ I \ I . \ I \ I I I I I I I ,-- -.' -I~----- 1 I . I.. " ... , , 'r, ~7 I I 1 light fixture (typical) I I I I I I I / -lightinl distribution (typical> TRUCK PARKING 'ii ..... ::l (:) ~ I .I:l It) tI (') III II II ~ prestressed concrete pole type III dIrect burial 3"x5" handhole wIth screwed on al umIn um cover condUIt feed o o i , . l I" .. f c In8 MARK - SPECIFICATION A - JPL 2/JPL233-M-10-QT-R-CG-DSAT-7 2-1000YH B - JPL JPL233-M-10-QT-R-CG-SSAT-7 1-1000MH C - North star SFA-451H-4MT-SB3 1-250MH D - North Star 4/SFA 854H-4MT-PTB4 4-1000MH E - North Star SFA 854H-4MT 1-1000MH F - North Star BLR-155H-120H 1-100MH G - North Star SFAM-851H-120H-UP-SB5 1-1000MH H - JPL IC-M-4-S-CR-120V 1-400MH ... of ~ ' , 1 f C TYPICAL LIGHT POLE DETAIL ....-' NOTES 1 OUTSIDE LIGHTING - PHOTO CELL ACTIVATED 2 LIGHTING CONFORMS WITH LIGHTING STANDARDS INCLUSIVE SECTION 5-142 (G) f c ,. .P .> -$ SITE PLAN , ELECTRICAL o 10 80 10 100 rUT SC 1"- 50'-0" . . . , .. .. r , t ~~ t /0 '\ · ':!i.... , Genefll Notes A~ erl'Ofl ambtgultiel, and omtlSlOllllfl draYMgIllnd "*'ficetlOnS IhaII be repoI1ed 10 Ron DorriS Architects, A I A , P A lor correctlOll before any part 01 the work 1$ started Unless expressly stipulated no addrtlOflal allowance WIN be made In the contract and/or manulacturer s lavor by Virtue of errors amblgultleS and/or OOllSSlOfll whICh should have been discovered during the prep- aratIOn 01 bid estimate and directed 10 our attentIOn In a llmely manner 2 All drawlll9s and designs are the property 01 Ron Dorns ArchIteCtS, A I A , P A atld shaH not be reproduced without theil/hiS permISSIOn 3 00 not scale draWings Use hgured dlmenstOnl only, contracIOr sflaIl verily at ~ and CGfI. dltlOns In \he event 01 conlllct notify ARCHITECT before proceeding r - --- -- .: "-2. ~ . - - A WASTE MANAGEMENT OF NORTH AMERICA INC, FACILITY FOR' WASTE MANAGEMENT OF PALM BEACH COUNTY 1ft Z o - 1ft > III . cbewn lIy J D ,A H R L ,R T checke" Ity RJD P R' ~ ~ "",. ~ tl 1\ n y ~-- ~ - 'I A r 1I ~ i j ~ - _ / L La .. .... ~ <Q it , ~ . j -c,//, com.... fte. BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA 89063 .,. /u . r ...- ..... JJ1l>~ - ~" '#OJ' 11oo..-.__ ~- ......" --- 'r ; .. - _....fl.-- ~~ _.1 ~ ' ,.~ _~~.i! .~ -............ -. --- ~-' L - -......~ -- ~ '" .........------