Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PLANS
., >'\ ~ 1'1-.. '( . '\ COMMERCE ROAD ~ ! 4' , SITE: " , " GATEWAY BLVD. 'I > SITE LOCA TI,QN '. . 1 OWNER: AMEROPE ENTERPRISES, INC. LOT 16, HIGH RIDGE' COMMERCE PARK BOYNTON BEACH, FLO~IDA . , J AHRENS COMPANIES C8C-006515 3750 INVESTMENT LANE SUITE'# 2 WEST PALM. BEACH, FL 33404 (56.1) 863-9004 '.' AGENT: " ~ " ENGINEER: MOSELEY ,COLLINS; P.E. 107 SOUTHWEST SEVENTEENTH OKEECHOBEE, FL 34974 (941) 763-1600 STATE L1CEN.SE # 6472 " CUNNINGHAM' & DU~RANCE' CONSULTING ENGINEERS, INC. 400 EXECUTIVE CENTER DRIVE: SUITE #f08 WEST PALM BEACH" FL 33401 (561) 689~5455 STATE .L1CENSE # 306~9 DRAINAGE ENGIN~ER: JAMES McELHENY SUNSHINE' LAND -DESIGN, P.O. BOX 559. PORT SALERNO, FL .34992 .F;L. REG. NO. 000624 LANDSCAPE ARCHITECT: I -' . , ;. , , ' Of'. , 1 Sheets f "., r , .-~ ~~ ~"~ ;:.t~ \fS ~ ~,~~ ~~\\) ~~~ ~~\I ~~ ' ~~~ I ~ ~ I ~ ~ ~ b 1 ~ . I ~ \~ ~'" . ~ ~~ ~ ~ ~ ~~ ~ '!'. ~I~A-~ ~ t\, ~ ~ nlj, Y j I jY , ~ I ~ ~l '1,\. ~ ~\or ~ ~ ~ .~ ~ ~ ~ ~ t ~ "- , ~ ~ ~ '- ~ , ~ I \ ~\~n ~ ~\~/i1,'lJy I ~ 7 nY' ~ I ~ ~ ~ ~ I jY ~ ~ I jY , ' ~ ~ ~ ct-- I fP ~/ n'i)'V ~ y tOT /~ 8toCK ~ ~ 408.e5 G.O/~8'11"e (// :-u:) ~/ .:J64.:!G '(I' , !Y ~ r . ~ , , " ;P \ ty fY jY jY , jY jY jY .yY I I ~~ ~) tV . 35'4.25' I (P) ~ , 408. '25 s%/t3'/I'e. (PI41] , lOT /~ &OGk' Z' ~ Y jY I jY ),/10/-1 R//)q~ RtJAO ~URVEYOR.>S NQTE: UPO~ EXAMINATION OF CmCAGO TIUE INSUMNCE COMPANY COMMITMENT NO. 36509. THE UNDERSIGNED SURVEYOR FINDS NO EASEMENTS ADDITIONAL TO mbSE SHOWN HEREON, AS PER PLAT. ( NOTE: COPIES OF TIllS SURVEY ~VAIID 'WITHOUT THE ORIGIN.i\L SURVEYOR'S SIGNATURE A~D E..\mQSSED SEAL. CERTlHCATION: I HEREBY CERTIFY TIIAT TIlE SURVEY SHOWN HEREON .MEETS nIB MINIMUM TECHNICAL STANDARDS G17-6, AS SET FORni BY ~, STATE OF fL()R!DA BOARD OF PRO ION~ SURVEYORS AND M.-\PPERS. PURSUAVf TO SECTION 4 2.02 . AS \TUTES. Oe-ceMlJe~ /~/~&t.I PATE OF SURVEY JOHN D PRO 10.i\L SURVEYOR .\NO Ml\.PPER fL()R!DA CERTlHCATE NO. 3010 I ~ \ ~ tOT /(,t? VA C1.u r , jY L.et:;euo: o = 6eT //?O.lj Roo 9' &,0 'VlIP/ reI< 01./~(/eVI,ljq" (p): Pv)T tAl):: M.t;.=AgUReO ct, -= (!e-,UTC?/<UUG flt:: eJt/6TI,Ut) C~el/AT/O"(/ ct.. = ELev,qr/a,.t/ (0) :-: Oe-eo . l' /6' I /0' ~ ~ ~ ~ \fS~ ~~ d ~~ ~~ ,,~ ~ ~ ~.~ ~~ ~,,'-' ~;,,~ ,,9J ~ Ifi ~~ j~ ~~ 0 ~~ ~ Q,~ tti ~~ I ~~1~ ~ ~ ~ ~ ~ ~ . ~ ~. lb ~ ~ ~ /0' I f -' , jY 540 ' ~ -:-.... ~ ~\ ~ ~ ~ ~ ~k. ~ ~ ~~ S! ~ ~ ~ ~ h. ~ ~ ~~ ~ ~ ~~ ~, ~ ~~ ~ ~ ~ l\3~ ~ '= ~ ~.~ ~ <::) ~ ~ ID h. ~ ~ ~~ ~ ~ ~ ~~ ~ ~~ .~ ~ " ~ ~ ~ ~ \\i ~~ ~ ~ ~, ~ ~ , ~ ' jY ~,,~ ' ~' I},~' ~ ~ ~ 'l,^y ~ ~~~ (" I ~"- ~ I~ ~~ '0 ," ~'fi ~~ ~ ~ ~ . fY ~ ~ ~ :"J ' ~~ " ~ I , .;':',. ~"7,. , ' ,r r-l;;" /0' f.,,&!l4til:- /?diM ~..... ' ':; , ,,1, . 1Ne.a~~' , . LOCAT/O,u M4.,o . :, ".. . "', . I '. .', 'f' " ",'; " , .', t. ' ,. t~.. . .: . ..:,\:,". ~ . ; , - ~,j" . . , '. , "LJ~OAl- D~S~RJl?TION Lor 16. BLQCK 2, CEOAR RIDQE; A P,U.D. &HIGH RIDGE, '",' , COMMERCE P ARKr ^ P.l.p~, ACCORDING JOJt~ P~AT THE~OF ' ' ON FILE IN Tl{E OFFICE OF THE CLE~ OF THE CIRCUIT COURT IN .~FORPALM BEt\CHCOUNTY,FLQRID" RECQRoEDlNPLATo ,.:, ,BOOK 46. PAG,ES 5~Tlf.ROUGH91, . " .,'." ::. '. TOGSTHERWITH: ,. " .' ALL THAT PORTION OF MINER ROAO (TRACT S-2), ACCORDING TO " SNDPLAT,ADJ01NIN<)LOT 1~;a,EINGMOREPARTItULARiY ,'. DESCRIBED AS FOLLOWS: ,.' . , , BI:.GINNING AT THE SOUTH\VESTERJ,. Y CO.RNElt OF SAID LOT1(i; TlffiNCE SOUTH 010'18111" eAST ALONG THE sourHERL y" o':, PRoLoNGATION OF .THE. WESTERLY LINE THEREOF; A'DIST ANCE ..'. , OF 54~OO, FE,~TTO TlIESOUTHERLY LJNE OF sAri> PLAT; THENCE NOR TH880 41 t$1 " ~ASt A{..ONG SAID sounIERL Y LINE. A ;, . DISTANCE OF. 135.14 FEET TOUlRSQUTIlERLYPROLONGATtON/ . OF THE EASTERLY LINE OF SAID'LOT,l6; THENCE NOI\'QfOlo1811111 WEST, A DIST ANeE OF 54.QO f,eET TO T~ SOUTHEASTEI(L Y:, .,. CORNER THEREOF; THENC,E SOUTH 88041'51" WEST, "DistANcE OF 13~.14 fEET TOmE POINT 9F BEGlNMNG.' ',' . CONTAINING IN ALL 1.261 ACRES~ MOREOR.~ESS. ." -<,> J,,- . .-', '1,. ,!.. , , '. .'- .~ '" 'i, . ..', lI.." ", . , .,;'. '. '-~ ,\- *: '". "," . .~~;" j. .. '~"-- ,"'. " .". .. . , " T._._: .':l' ;:.. NOTES ~, ~, _:~ ',;( ',' ~ ,. \ .: \. ;~'r ,'...,....; ,~t , . :.> . , . " . : 1. AL,LOIST ANCES ARE MEASUR,EO; tJNL~ss OTHElt\VISENOIED, ' 2. SUB,J'ECT ~ARCEJ:. IS INFLOODZONE "b', '.': '. ",.. 3.BEARINOREFERENCE: THEBEAlUNGSHEREONRELATB TO' " , SOUTH oOqO'OO"EAST ALONG THE CENTER LiNE OF ruGU ~g' ROAPANOPERJ.>LAf., " ,;" .",,' ,". "4.. ~IrEV "TIONS HEREON RELATE to NATIONAL GEODETIC . VERTICAL'1929 DATUM. . " ',,' ' ,,' ,,' .._'n;:"',' .,; ~t' : .... . ~ '. ". , " .r . . . .:: " ~.; '.~', ~; ': '. ',- ,'- ,. ". ,"; " -~ :~, . ' ."', ' ' "';'-, ,t ~. ,;.,' ,~ CE!tTIFIEDTQ:'AMEROPBiNYEsThffiNTCOMPANY;s6u ' ,IW" '.ra': ,".,,: ;,,' 'BANK." ""OF, ~LO,'. RJD.t\N, ^, T,IO. ff~.AS','S",O,oC1A,'.".",.J.'I,.P,.,'"N",",.",',{.J,:,S,','~U, "C,C ,,' '".)1,.,\ ,",~~,','.,',i,.,'o,.',.,',-=-.:\,,',',,~,",..!.:,:",:0.,.. .W" ~,"&, ...~~,,',...,,',. :;.:;;. '. AND/OR ASSIGNS- SCOTT R.OYC~'.' . "'. . ," ',' '. ., .'>"';: :"~:;'{.' ,'. " ..'.' ~ORQENSEN,PA;'CHlCA<io Tnil; ~l{~~ ...G!!~i,~!W!7,: " . ,. ,~,.,~.,_. ?~~;'f~;,:~~j;Nr;"'i~:':' 609 N. Hepbun~ Ave, Suit~ ~O5. ' " Jupjjtet. frorid~ 33458 ,. ~'4Q7.744.4S94: .; - ': ,~ ':." ,~. , r._ ~. - , ' a~;'~.,! - ---, ~,..-,-~..,-- ..- -.-' _:..-- _. -- WHITE .sITE DATA "r' .- PARKING BY DISABLED PERMIT ONLY ( $250 FINE VAN HANDICAPPED' PARKING SIGN (FTO-25 OR FTQ-26 AS REQ'D) SHALL CONFORM TO F.D.O.T. "- DESIGN SPECIF"ICATIONS ~ " LAND USE CATEGORY SHOWN IN COMPREHENSIVE PLAN: INDUSTRIAL ZONING DISTRICT: PLANNED INDUSTRIAL DEVELOPMENT (PID) AREA OF SITE: 1.267 ACRES; 55,171 SF LAND USE - ACREAGE BREAKDOWN A. COMMERCIAL/INDUSTRIAL: 1.267 ACRES ,... 100% OF SITE B. TOTAL AREA OF SITE: 1.267 ACRES - 100% OF SITE SURFACE COVER . A. GROUND FLOOR BLDG. AREA: 0.446 ACRES - 35% OF SITE B. WATER AREA: 0 ACRES - 0% OF SITE ' C. OTHER IMPERVIOUS AREAS: 0.447 ACRES - 35% OF SITE DUMPSTER: 121 SF SIDEWALKS: 1,665 SF TRUCKWELL CONCRETE PAVING: 1,071 SF AUTOMOBILE CONCRETE PAVING: 16,241 SF STAIRS/ LANDINGS: 144 SF TOTAL: 19,242 SF D. TOTAL IMPERIOUS AREA: 0.893 ACRES - 70% OF SITE E. LANDSCAPE AREA: 0.374 ACRES - .30% OF SITE F. OTHER LANDSCAPE AREAS: 0 ACRES - 0% OF SITe: G. OTHER PERVIOUS AREA: 0 ACRES - 0% OF SITE H. TOTAL PERVIOUS AREA: 0.374 ACRES - 30% OF SITE I. TOTAL AREA OF SITE: 1.267 - 100% OF SITE FLOOR AREA A. COMMERCIAL/OFFICE: 2,7.31 B. INDUSTRIAL/WAREHOUSE: 16,718 SF C. TOTAL flOOR AREA: 19,449 SF NUMBER OF RESIDENTIAL DWELLING UNITS: NOT APPLICABLE GROSS DENSITY: NOT APPLICABLE MAXIMUM HEIGHT OF STRUCTURES ON SITE: 23.08' REQUtRED OFF-SITE PARKING: A. CALCULATION OF REQUIRED NUMBER OF OFF-STREET PARKING SPACES: (14 EMPLOYEES / 2) X 1.5 + 10 VISITORS = 21 REQUIRED pARKING SPACES B. OFF -STREET PARKING SPACES PROVIDED ON SITE PLAN: 26 TOTAL; 2 HANDICAP AND 24 STANDARD SPACES. NET BUILDABLE LAND AREA: 95.14' WIDE X .348.25' LONG = 3.3,1.32.5 SQUARE FEET A. = 0.761 ACRES l..U TOTAL LOT COVERAGE: BUILDING COVERAGE = 0.446 ACRES PAVEMENT COVERAGE = 0.447 ACRES TOTAL = 0.893 ACRES = 70% LOADING SPACES: REQ'D: 1 PER TENANT = .3 PROVIDED: 3 PER PLAN , . BU,JE HANDICAPPED SIGN SHOULD BE ABLE TO BE SEEN OVER A PARKED CAR b I it> WHITE HANDICAPPED SIGN ON STEEL POST '(TYPICAL) , I RAMP Up. I StOPE: 1/12 5' CONCRETE' SIDEWALK FLUSH WITH PAVEMENT FROM HANDICAP ACCESS lANE TO HANDICAP ACCESS LANE , , 12" J cj 9 OJ a:: o In o a.. z o I . '.t N J' TiR: STOP J " I , , INSTALL VAN SIGN ONLY AT VAN H/C/ PARKING SPACE b I <<> .- r'Q I I L .J I HANDICAP I ACCESS LANE r'Q r I L .J I HANDICAP , ACCESS LANE~ , , I 4 .. 4 12'-0'" t L ..J 12'-0" 5'-0" . N .- , , . ., , :. LOT 16, BLOCK 2, CEDAR 'RIDGE, A,P.U.D., & HIGH R'IOGE' COMMERCE PARK, ,.A.P.J.D., ACCORDING. TO.. THE PLA1; THEREOF ON FILE IN THE OFFICE OF THE CLERK QF THE COURT IN 'AND FOR PALM BEACH COUNTY, FLORIDA, RECORDEp. IN PLAT' : BOOK 46, PAGES 58 THROUGH 61 " TOGETHER WITH: "', ALL THAT PORTION ,OF MINER'ROAO (TRAOT SL2), ACCORDING T~ < SAID') PLAT, ADJOINING LOT '16, ~EING MORE PARTICULARLY DESCRIBED AS FOLLOWS: , ' '~:, . BEGINNING AT. THE SOUTHWESTERLY CORNER OF '.SAlD. LOT' 16, ,THENCE SOUTH 01-18'11" EAST ALONG THE SOUTHERLYELY PROLONGATION OF THE WESTERLY'L1NE THEREOF, A DISTANCE OF 54.00 FEET TO THE SOUTHERLY 'llN~ ,OF SAID PLAn" TH~NCE NORTH 88.41'51" eAST ALONG SAID SOUTHERLY LINE', ,A DISTANCE Of 135.14 FEET TO; THE: S'OUTHERLY PROlONGATJON OF THE, EASTERLY LINE OF SAID LOT 16, THENCE ,NQRTH 01.18'11" WEST, A DISTANCE OF 54.00 FEET TO THE SOUTHEASTERLY CORNER THEREOF; THENCE SOUTH 88.41'51" WEST, DISTANCE , OF 135.14 FEET TO THE POINT Of BEGINNING., . CONTAINING IN ALL 1.267 ACRES,MORE OR LESS. 4 6" DIAM. MINIMUM 4 <1 3000-PSI CONCRETE '.t N , " .. .j 1 TYPICAL HANDICAP PARKING ~ ~ STA~ED ;-SLACK ;INCE PAVEMENT . & IS CONCRETE IN LIEU OF ASPHALT. .' \ HANDICAPPED. PARKING o SIGN " SIGNAGE FOR HANDICAP SHALL CONFORM TO DOT LATEST AS DESCRIBED BY THE CITY OF BOYNTON BEACH DEPARTMENT OF DEVELOPMENT - SPECIFICALLY FOR VANS, FOR AUTOMOBILES SIZE OF SIGNINGS SHALL COMPLY TO DOT STANDARDS AND SPECIFICATIONS - FTP-26. FTP-25 AS PER FACRC AND FOOT. NTS " 26.84 f!,'" ~ " .... r'-~ t I I " . , , 2" r 4'~0" " . t l' -~ t I I .' " , , " ~ MASONRY W/ TOOLED JOINTS W / DURO-WALL EVERY OTHER COURSE-FILL ALL CELLS SOLID, PAiNTED. (1) #5 VERTICAL @ 16" O.C. tI 'ANC~OR RODS 1/2" DIAM.Y 12" LONG STE~L ROD '. '. BOND BEAM W/ (1) #7 CONT. ---- 2~'~~ f .. ",," . . . . : RADIUS = 1", TYPICAL - -r-. @ TIRE STOP ~.~ . ' 1~'4~ < . LOT 15, BLOCK 2 o' . . . . , '-0 l/t' . ~ 1'-0" " . 'J,," , , , ,', " ~.. '. . " , r i " ',4,08.25' " :',... ~ '," . ,', ",'. a:: o ~ , ~~ ". (/) I ~""" "' ( / ~ 'i " , SQ,r 18' 1ft E : (P&M) ,'." o';" .l->~ 1 , , .. . .c '.t I it> . , , , DETAIL 30' f .O.W. · 4' SIDEWALK, · : f 4" THICK 1.5' OVERHANG ::' f'- I ; .L:;m ..... +- +- ~ ~ ~ . (I. 30. 1 .30.33' , ') MIN SETE ACK, .. \ . : " J . '. I ~ ( I ~ : ) ~ I 'AMEROPE: ~ . .'" I '" I WVAREA1 .q- .' J I & U1 " 1 61 S. F. L Co. ~ I I ~ '" I ~'r.; I . RECESS)!: I '. . !Q j , I. ENTRANCE I ;. ~I' I 14.67' 7: : , I . I ~ : ' -'.c J ~ J.,'i, I ... ,'. . J',' L,;- _ ,... ~ _ ...... ...- _ ~ ." , .," :' " ~ ". ' .' . ' . .' .. '. " . . ,'." . .' 0 .;, . : r<)' .' . . ,0"''0.:. '. , ",' "I ,"" ", , '" , , , .' '. -.' , ,,', , " ':, ,e I , r#" I< , . , ,J.,'t ~ t) ~~ (/) '.t (4) #5 CONTINUOUS ~ INTEGRAL CURB o J"'.... : , " .', ",,.,.'. . ,J', " , ",' N 4 LATERAL @ 48" O.C. .:E: ,114.75' '.' " ",t' , , . l' '," '. , 8" SCALE 1 1/2" = 1'-0" .. . " . b ~1'-6" _$- ~O'-~ _$- 10" 90' ACI HOOK It 36" n "" 1')1 , (/) l- t) g i1 0) 0) . .. J ~ 2'-0" I 4" ~ N.T.S. ~i 0::0. Wl~ Otl 0::. W..,. :i "'. ~ ":., o ~ 01 " tr-. BENCHMARK-SHIP......, N SPIKE IN ASPHALT \' EL.=21..3S' r.: ": , > / $ ~ - - -- ....... ""'"'- ........ ~ RETAINING WALL SECTION @ d .' 4, REINFORCE WI WWF6X6-W1.4XW1.4 SCALE: 3/4"=1'-0" r- g CONCRETE FLUME FILL CELLS W/CONC. & #5 VERT. PIPE FRAME WELD (.3) ~ HINGES TO GATE FRAM E & POST (1) #5 CONT. (1) #5 CONT. - ~K<> q I') N <.0 v Lh '. ~,,"-ST ) SI & I-'pST ....-. ': Lc ~ PE MU D,.T 'fP. , . ..... '" lb. '" "'- 1 O'R. ~. I : 110' T'\-: 9 SPACES @ 9' = 81.0' E_....'-. ~., " 24" STOP BAR I r -'~ 't J D.O.T. APPROVED f!AINT' )> " : " v y..,~:' I, A.~ \\ ... .: l..U \ .: n ~' f5' INTEGRA~ CURB, lYPICAL SEE DETAIL llilS SHEET .' " \ \ ' 'j . ..., -- 'f <> .- 11'-4" 5/8" LIGHT t TEXTURED STUCCO, " PAINTED 'io b I (() - WATER SERVICE '-- 2-4" DOUBLE YELLOW LANE LINES, D.O.T. APPROVED PAINT, 20' -0" LONG. DETAIL 6" THICK CONe.RETE TVRNOUT -.-::.- ,GONCRETE ~AyiNG) . . SEE SHEET Q~ 1 fOR THICKNESS ANO SAWCUTS. : ,~: . " 10'-0" X 10'-0" CLEAR OPENING REQUIRED , , . f..., <> ", 4: -. >-.~ '" EXTEIRIOR WALl.. MOUNTED .&. I,JCHlJ' FIXTURESt KIM . UGHmNG. WD1804/fOO MH ' 1 WALL DIRECTORS; TYPICAL OF (7)... . I ) 400 WATT METAL HALIDE. : I (, , stg IELEVATIONS' FOR WALL HEIGHTS. _ THESE fiXTURES AND. Pu\CEMENTS ' SATIS,N TH~ REQUIRED PHOTOMETRIC · > UGHT'ING INTENSITY PER SUBMITTED. PHOTOMETRIC PLAN. NO LIGHt POLES REQUIR'ED, -." ~, ,", ct HIGH RIDGE ROAD - ." LOT" l7/:.BLOCK 2 :, " ,j' .. " ' . " . , " " , . ... PIPE FRAME 180' HINGES .'1 't, ... W' 'J. J"~ TYP. PIPE . , \ L~G,END:,:", ' 0= SET' I~ON ROD & CAP , (p)= 'PLAT" (M)= MEASURED (r~ C~NTERllNE " ~.~ . J~' ... ,," . ~ .' t' ALUMINUM SLATS IN CHAIN LINK GATE (SPACED t') WALL "<;tucc6J:" :' . r'.rq, MATC.H '.. ..; '., .' .... BUI~DING .' '. . . '... '. . .:. .... .~r:..:I..,:si~c.cci .J:" .:"":~'- , ." . :. .to.MATCH. ,...... :.' -: .,' BUILDING" . . " ". ,~ .:,~ {, . ~, ,:\<. \.~ .::". " .. ':-e . ,. -4- ..., ~. ",::, ,. ~ f:# ~).. ~} ~ '. I -f....."1.j. 0_' "'~ .' ~~"'~. , ~ .....1: ~ ~ .~ z'o < , " s- (' ' , " .... ',' ..,' . ',' '. .- '. . '.' . .. . . . I ...,:.. ",' '. ." . .: I' '. ".. '.. '. ',' ." CONCRETE fOOTER FOR GATE POST IL 0 U. .I ~ SIDE ELEVATION . REAR ELEVATION SITE PLA'N- DUMPSTER Qj) ENCLOSURE PAD Be DET AILS NOT TO SCALE J '. ~ . \ SPR~AD (1j1P\0\{.~ ~--4 ~ /'"' (\: b ~ J) - ~ SPR~AD I TiP'CA~ ~ \1 R~MO\j~ ~AD WOOD 2-11 6E'1oND C;~~ W0001,k S+{Aft. hI CJJr POlNTS- ~\~ uffS LA~03<. rnAt~ -tll 8AN1. W/App. PAINT: o/4~'X Ib" LEN6~ KuBj3E:R- HOS~. :it'D bAL'/.Wlgt::jTU~B~LE IF NE.Lt:5t:Ag.'( UNDlSTUR6E:O ~COT BALL [X) ~or ~ . M UA Ll3JCA MULL.}\- J f'(FE . ~/jTt1IL~,r.ttP b"fRCM ~UNK.W ~ L~ A'If: [;\~\ FtR ~J A- ~ \ t--l ~, PLA.HTI~~b '::OIL ,see PAl~ '5'-~~'rl- CA-TION~ Fb~ ~L TY~- PJL'I~'ZED ~D , SrE:~'L'Z~..DIMIN\MUM 1t-I'DN ~,~ AJ---lD \2.. BELDt.V RCOT.EALL 2~X411 Y 30~ 'NOOD ST~ES/.3 MIf.J. CDMP~n::D De Uf'H~~T'Je..BE:.D ~L IRQ lbATlo~ Kt21 - ~ neVISIONS Z ,<( VW~~~? ..J a... A f((\L 71(C{qf} (,f.A1.. Z ApRlL q {c{q'l "..-- - - 0 - l- e:( (!) - a: 0: - ......... W a.. <( ^tJ~ 0 ~ ~~ t;), ~ J:' H (f) ~ - wO ::x: . 0 <':J z: Z <( -1 1J:ij' .. t. . . . . ME:LA L.~u CA l'I\Ult..J\ 1\PE "~\'nt~, ~p /pH Pf2.0M nUNK r- PLAI'-\TINb ~\L\~ PAbE. \5"- 5fEC\- F'ICATIONS ra:. ::OIL 1IPE: -f\)L'JE2.rZEP ,A},lD ~TEe.l L\2.ED. M IN/MUM 11..~ Or--t ~'OE.S ~.D lZ}' BElAJ F2wr fALL COMPK.-Tl;;O C12- U1-1D\STUgB~ '5OJL UWDI~TU~~ ~OOTBA.\....L-l:'O Nor R.E.N'\lNE. BuQLAP. 5 N-~ B O'\L'( o.c.. DH LEt-tIER ~t:A\JSI~ ~ . V z.- ~ SCA~oU;: 4b WlA"tJ,j L\tJ~ ~~ wt :t D t ~ ~1. f!-~ CO~DL- \JA~l~ HAlf"- ~8 Gll0G l<tAt,y ~ QJ~ f1~ f1Al- ~ D o C COUf(2{)L~ '! SHR'yBL~ED<:,E PLANTI~6 DETAiL N.T,~, . ~ ---- --- , IR~E E: PLANTING D.~ I.AJ. L._ N.r,~.. TABULAR DATA W t;:LL- LDG41l o~l -_/z ~ 2::CHfCCUS. LV I ~UJ L\.0~ P~R' P~t:RJ\L C;~t:EJ1BELT ~ A,W\Dm % lS'-o\\ 6.CONnt\1\JDU~ t\~~ -m ~t ~\}JTA\~ e&,I,-C"5' Mtt-4. H~brt'( C~~ \q~ is ~g:) . \JCSt olJL '( tJ~ E ~IAL. C .UNn N \JOOS SbO C~e:eHo~ (_MD 01:o010iJCOJEe-) D .cl) CAt00Pi W-~ / ~o 'L. r:: I /35 I Lt1J~/L1o ~ 3.5B -= 4.D Tf?-e-&S f2-tCull2till .. . 't .. 1lI, i r~ I ~o~1 " I I ! I J: · - .. ~1P. !'"W'll J i.. l!l . illl o . 19~1 E i i ~ .z , e "'3> '2 ~ 0 i ~ l : 5 5 , ,gijS ~!;ll ilfi~ t~~~] i~t:"~ ... Q a, ,. o I' ~ )." . 1& c: .. ... "I ~. .. - '" ... t- . 0 _ " PER CHAPTER 7.5 ARTICLE II LANDSCAPE CODE SECTION 5: . REQUIRED PROVIDED L us.r 11~GO~MO~ N~~ CA,l ~f2-'j Ro%\AD D It\1 tZ' fYl ~\H::r 1f2-~ CulLl-\ pI21~~ LAl~8- o~ ~PL PALMS Q\me-{ 6UA\lA WJD0trH ~fArss BA\\1A SoD s ~ \ (2.t"EO P A\.lV\S .......1. ~o~~ --. D. LANDSCAPING ADJACENT TO PUBLIC R.O. W. l. ONE TREE REQUIRED FOR EACH 40'LINEAR 135 L,F. 3.7 ~ 4.0 . HEDGE 3' HEIGIIT REQUIRED IN SAME LANDSCAPE STRIP 44 44 E. PERIMETER LANDSCAPING RELATING TO ABUTTING PROPERTY HEDGE MAINTAINED BETWEEN 4' AND6'HEIGHf 410 L.F. 205 ~205 ------ - G. PARKING AREA INTERIOR LANDSCAPING ONE TREE FOR EACH SEPARATE LANDSCAPE AREA 4}f 4 1. DUMPSTER AREA TO BE SCREENED ON 3 SIDES 20 20 ,~ ~j ;J. J. ,1' . ,... .- '1 U a. \--f ,j rl O{)f.l':- Q,) . ~') m ~ J ~) ~ ~ . 0 U. QiI. (/:) ,; ~ ~t1 :}lr;- ~ - ~~ ~.~~~ t--1 11._ \' . .. - ~~'( IQV~l-1.~le~rrtFt~ N~"G. ~N\ 20 : ~\i1~ rw.{rii0\~ )f ~'2JJb t:1~a~V\1)5 ~l~ l-L- 1 ~UStwM hc~ . LK 35 L ~ ~o(V~lW\ 7t ~ 4- ~ rclb kill\[ \"01.0\ '* ~ ~ Stud ~l~~ ~ ~ 3 ~i~M r~-it\e.\L1~ LY\\ 805 lL~~^ MOSaurl * w((I~FJ'14~~~iaJ;~ 1 L-L S'Z~ .. ~Ilk '~3 \~~t~~f 1 ~ 3 2-d- ~~ Z.lt~ Q C. f)l..q l'i 3~4\ w J!.4IC(. ~3 loti HlPT'. t.41t ClL. ~/4'~~' H'3l~\. &\,~'GtJ \o'-rL'~\-. B-~ ''j ~ '...4' u..( 11c.. r:- .~\. '=AC \-z.u.~,~,~ q3EA .lSl.AHO 20 C.-c. Wl\ PLM~JI\ AN.O '51~ \.) 'RglbAnll-~ S\{SlEM -A rvll>{ AL1{)M<\nc- l~tIL~~ 5\{SreV\ lS to ~t?: l~S\AUeD Prcl>\j ~OtAl6 100!D \1Gbt=:TA'Wlt (b\l~~ t..)AJJ N10Wj\l1C W~_ SGlJSH6 L'8JlCti ~s 1D 6\Tl.C(M~ 010 SLtb .3 ) ~r;b191A11()t rR(')\bS~D (,u UL ~E0J l~t {VLl,fj LW-tVt ~U~,(\(XB ~"lAll\1~ \1 Ei.,t-7ATla-.l ,~_IK~~"""""""'~ , ' .. 0 ~ (C ~ CI: ~ . . I '. I ' ; ....1 $ .-J (D I I I I I {lj7 <( 0 (f) .- (f) CC !.lj W 0 - ---.' , (J') L -I <( - l.L " 0... 0. J: ~ CC 0 W 0 0 t-. <( Z UJ (I) W CO Z W Z UJ 0- 0 CC :r: 0 l- e:( " Z W > CC :i 0 0 <t (Q LL .--...... --- ~~- l.. :.. ~. . "f .., ~'~'1.l7" . '. -..::. .. . . .. . . , . c Q Q c a C) o o ~ I~ I . . PUMP I \....DCAnl1\1 'N ARE H 0 U 8 E RENTAL 1 RENT AL 2 .. j> ~ 4 ,;. p b .~) . I Y OtC .--{)t-..~ (Z 8T~------\\ , j // " ~ I ~ ' 6 '~ ,'~,-~..:....: -.:;- -' ~ - ---":'- ~...; t4~~ l1-\6 S\f)~ ,0 B~ ~UJ,,~UJ~ (0 '-0 II t-\ 'G:'l b >>-1 I)PO~ e PAffit~ ~l 1\ ;.;'; f .------- ct.3 /--o-..- ~ I l. L'~ Sl\;;0i r-~ I l!'{P,) II ~D~ R\13C~ (Z-]CA~ PAlJl\S , (~fJU'f.\:::, {J) E1crsn"-tC, 'PAlM Ok} s n~ ~ S~\1E:P J. ," :.-, ',.-- .:- ' . .,~. -'~ -i.. ' cJ4~~.=D o J..'! Ii M~~~ }- L:~ q f} 111\ BeALS, ,L :::20 I _ CCdo(f~ ~a. -rnrr- (pl ~~TW rn ill o ~. . ... ~ rr G~I '~_,', ~"".I~,~97 . . !N\\~G I\N[) .' ~...tjl~~Q!~.;I';.;;'"~ ' , . .... Lt.. "" rR' ,. '"., ,'t. '.;~'.'.,.,"; " ';, . '. ;,~:; __ -~, - . ,t--~ ' - , , .' .. >:..>' ';. : .'!!:<-:. ",' --' > r., ' " .- 11,' ~o::.ED ~ \-\-Alf ~~ L lNC 220' : ~. :,:,,\. ., ..- . .' . L.NwSCAPUJ~ A-.~A<:a-t' 10 f\:f..\~ LN-~G" ~ \U~\De... ~,~ O~ rf2.oP05UJ 511- ",:" .LftW~ .w ',,,",,,,- ..T- II. 1 - - III '.. " ., - 'r., ~ - . j' ,,: '; '. " .:-..; ; ... ~"'- , " , .." " ..-"..,.,,-.'--,'- , :1 ~ .; - ,~ '0< . - ~. ',- .,~ ' -- ---_J ____ '- D~NA~E No~ 1. EXTREME CAUTION SHOULD BE UTILIZED WHEN WORKING AROUND EXnSTING UNDERGROUND, ELECTRICA~ LINES. CONTRACTOR SHALL CONTACT UTILITIES AND ENSURE ALL UTIUTIES IN DEMOLITION AREA ARE DISCONNECTED PRIOR TO CQNSTRUCTION IN RIGHT OF' WAY.' CONTRACTOR SHALL LOCATE ANO VERIfY ALL EXISTING UnUTIES PRIOR TO CONSTRUCTION. ' , 2. CONTRACTOR SHALL INSTAll SILT BARRIERS, HAY BALES OR OTHER SUITABLE ALTERNATNES TO ENSURE THAT WATER QUALllY IN THE EXISTING DRAINAGE SYSTEM IS NOT AFFECTED DURING CONSTRUCTION. SHOI,JlD THE TURBIDllY LEVELS IN THE SYSTEM BE RAISED OVER THE 29 NTU OVER BACKGROUND, ALL WORK SHALL BE CEASED ON SITE UNTIL THE WATER QUAlIlY SAMPLES ARE ACCEPTABLE. WATER QUAUlY SAMPLES SHALL BE TAKEN PERIODICALLY UNTIL THE SITE IS SODDED OR SEEDED AND MULCHED TO ENSURE COMPLIANCE. 3. ALL WORK SHALl., BE PERFORMED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE CllY OF BOYNTON BEACH. PIPE LENGTHS NOTED ARE FROM CENTER-LINE OF STRUCTURES. 4. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING. UTILITIES PRIOR TO START OF CONSTRUCTION. 6. DRAINAGE PIPE SHALL BE CORRUGATED METAL PIPE (CMP). CMP SHALL BE CORRUGATED ALUMINUM PIPE AND SHALL MEET A$TM. MSHTO AND FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 6. ANY DAMAGE TO EXISTING PAVEMENT, SHOULDER, CURB, SWALES, OR SIDEWALK SHALL BE REPAIRED BY CONTRACTOR. 7. CONTRACTOR TO VERIfY AND INSTALL CONDUITS AT REQUIRED LOCATIONS FOR SPRINKLERS, UGHTING, ELECTRICAL, TELEPHONE, ~ABLE T.V., ETC. PRIOR TO CONSTRUCTION OF SU8GRADE. 8. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ALL PAVEMENT MARKINGS TO BE THERMOP~STIC, P~CED ACCORDING TO F.D.O.T. STANDARD INDEX # 17346. PAVEMENT REFLECTORS TO BE INSTALLED IN ACCORDANCe: WITH F.D.O.T. STANDARD INDEX # 173,52. 9. PAVEMENT MARKINGS SHALL CONFORM TO CllY OF BOYNTON BEACH STANDARDS. HANDICAPPED PARKING SPACEs SHALL BE PAINTED WITH BLUE PAINT AND HANDICAP SIGNS SHALL BE POSTED IN ACCORDANCE WITH THE CtlY OF BOYNTON BEACH STANDARDS. , , , ' ., " #5 VERTICAL PER S-1 C- o ~ MASONRY WALL TO EL 33'-6" POURED IN PLACE COLlAR, 24" X 24" NEENAH R-4978-4 CAST IRON VENT BLOCK OR APPROVED SUBSTITUTE 22'-1* 1/2" X 5" ASPHALT EXPANSION JOlNT Ii) , TRUCKWELL PERIMETER OTTOM OF TRUCKWELL " 16" X 10" GRATED OPENING . ~ ~ ~ . N .... a ! 11" 11" 20":'-~ . FORM DIP IN 24" X 24" CONCRETE COL~R . 'I 20"-2" L_________ LA 9 r -.-l:- ~ 2 -1 /4" . 0- I ~ 2-1/4" c:=:::::l ===::l = == == ===::l =:::;! b E3~ I E3~ i:r) == =:::;! =:::;! = === =:::;! == , SECTION A-A .ELEVAIION' . . STORAGt PROVIDEQ; EL. 20.5 TO 21.5' EL. AREA STORAGE STORAGE 20.5 900 SF 0 CF 0 CF 21.0 ,2500 SF 850 CF 850 CF 21.5 4800 SF 1825 C 2675: CF AVAILABLE STORAGE::> REQUIRED 'STORAGE 2675 > 2300 CF REQUIRED ~ OK b -' ... \ . - . . ~ --- - - ---- . . --- 12 11 19' -if 2' -6" 2'-4" ~ , -. '!o ~ \ a..... ~ v -. r- Q TRUCKWELL DRAINAGE .DETAll ~ ~1fJ ~ ~ ~ 8, 8-.J 21,2 . ' , 0.0056 A o -1A NOTE: SLOTS NOT PERMITTED ON SIDES WITH GRATE SEATS ~ jY ~ ~ DRAINAGE STRUCTURE 'INVENTORY DATA~ ' . WIDTH OF SLOT ,PROPOSED GRADES SLOPE FT./FT. 0.0033 0.0083 , REF. NO. eB1 CB2 DESCRIPTION ~ #5 BAR ALL AROUND '. EXISTING GRADES VARIES lYPE "(j' CATCH BASIN' lYPE H(j' CATCH BASIN ~ ~ 1:mE: t. ALL EXPOSED CORNERS de EDGES TO BE CHAMFERED 3/4". 2. MATERIAL TO BE CLASS "A" 4000 P.S.I. @ 28 DAYS lYPE II CEMENT. . WIDTH OF SLOT SLOT DEPTH--=r 12" UNLESS OTHERWISE SHOWN ON P~NS .' . . r. 9 (/) . . .. . . ':C-- ..... - ; - . , ., " " TYPICAL TYPE Q CATCH BASIN " C" SECTION M SECTION B8 , NON-TRASVERSABLE SLOTS , . ' N.T.S. I N.T.S. Q <{ 0,,_ ~I ffi~ ~ ,;.- ::!N o () I . ; I I . i ~ ~ 5' WIDE SOD UNLESS OTHER TREATMENT CALLED FOR 1N PLANS. C8l _ lYPE .. c:' DITCH BOTTOM INLET GRATE EL. 21.3 SLOT EL 20.5 I.E. 18.5 BOTTOM EL..1 a.5 3'-0" 6- 1. SWALE @ FLUME DETAIL BENCHMARK SPIKE: IN AS EL. .=21.35 N.T.S. S02 12"-6- DJP OVERflOW BLEEDER INVERT EL. = 20.4 -'" 36"' ft . , I ~, HfGH RIDGE \ ROAD -,.- . ~~ '.' , ' .. ~ . .". .. '. .. < " ~..... i r".. ..~ ~ . 1>'.. .,.... ~ J~. ~ t \. " " , --- '^ REINFORCE W/ WWF6X6-W1.4XW1.4 " . ' , . ct: o . . SECTION C-C 'v N.fs. INTEGRAL CURB @' DETAIL SCALE 1 1/2" == 1"-0"