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PLANS '" <>> (:, . (<i .. .; It ; J1I ,. . ~ 8 ;; .. . \ , . . . 't . . , HANDICAP AeCESS~ ROUTE TO MAIN ENTRANCE.. . - 1.3' RISE =5.5 % SLOPE 25' RUN TYPICAL s '" , - ~ ._- i .. '4 e . ~. """~""""T': \ "" '--. .....".--....~ \' ,~ : :. , i 'i S8~ 43'47wE 300.37' I' ., -- I( ~ -- ~25' EASEMENT', - o ~I 40' t PRELIMINARY 100.. TECHNICAL COMMITrEE ':' F~)ITE ?LAN RE.VIEW ~ Bldg. DePt. .'1f. ~ Dale ~';n"l> ".", ~ Fire Dept. -:)1. "''' Date 'U;-]"2- ~O ~ Eog. Dept.t \ - 4-" ~ Hate .:1-.0..:> -"l" c.,~_....k "\ Uti!. Dept i!l:t:! Date ;Z~:l../~" /'?~D "~ Police Depl ~ Date ). - j..' --10 ~ I P. W. Dept ' Date 1" 2. 2..-/0 ~ City Planner - h. Date~~ , <( Ree. Dir. /; I1J Date ,. - :; a. - ~ 0 ~ J City Mgr. V' Date ;:1 Forester Hart. V1ka- Date .2 -23-S~ ~ ~ en . HANDICAP SPACES INCLUDE ALL ANSI - , ;>< 'STANDARDS FOR H-SPACES, PAV'T MARKING . 1\ I~ IN BLUE. ~ VERTICAL SIGNAGE I I "-JJj ,J""L:r!). ~ II) '~~~__ .r-.... ~' S 870 '~ 4 7"~ 00.28' , I ~/.1...-)' ~, ,.~ ~ 'ili 'l..] (" ~ :rf('~.', -+f-:.,.~~F~~ .1'" '-"I"~" ~ ;;'F) . N"" N... D't" '-oJj X-' ~.;..; I, \ :',:~.~~~(:0""""I'i0<8():W-:';>..~..:~ '~ . '" :: :..>:- iL:J~ 12'x3S' .1'> '.. r:< ", 'm LOADING DOCK ( I ., ~ , '-' ( ) r: ;!] ~"" '18' 2S' ..{;: m tt~ ~ ~ .'.,' , , ~ . . . , . . ). t \ . NOT INCLUDED' :t2.0 AC. I I . o 0) N I' I -" #i~ ( 25' ..1 # I D ...~ ;. " t'" 0 '" r j . ~I-A.~ ~~ I: ~ .~.J~ -J;-j ~ <.. I/)J. ... ~~ ::) ". 0 .... 0 i - :.0 '.a",' Q. .~ < :V ~ 1"4'.8' ': '-. W ," " .40. '.:'.~ ~ ~"n"'"r x' ~ ~ ',:~.~, .,,~ 'X + . ~\~, .........~..,/ :1, '... "=" ---- ~ .,.. " . r C") ,-r~ ~ '~ :r: ,Sf . ~ ~/. ~ .- '\~',' .~ " l~ . . ~ .' ' '- -:' , ~';.......... A/C',. ,.]., ~ , -;;. ( ~'- ) IS?\ / ~] .. EXISTING \ \ IND~ BUILDING, -~.7~O'OO SQ.FT~: ( I L ,-- ,'~ . "}'" . ....._JI . u . I-- " ) (5) , :""'I · 10' ~ 16 · III!! 1~. ~ 10J 67' '123' ~ t ONE-STORY 321 HfGH F .F. 2 3. t9' -. -- / INDUSTRIAL WAY "\ -, / . C... ... _GRAPHIC SCALE. . t" · NORTH .- o 40 80 160 -it r..hUlrd ,.~ wor ""1' . . I"~ <!GUeo..u!o Ii . II II II :1 . II " II ,I II II . I II II' 11 ,. ,JI.. ;~ ~i ~ tr.4IlO COHa I -~~'4 COPPER -: ..... \ ~ \., a.l:Alf COlol"A~ PlU. CO"'I"A.CT IN' t;~EftS;' " r lOCATION MAP, :POLE T() DE WmRN 1Iz" . OF PLUNO ~---I '-':.v......... J' I R1AA, I / "" / '\ /~ l/ '" ,1-;:- I - .T :w I",", ' ~ ,(I- t ....\;( '. . . :!"'I ,I ,......,.. ,." AR RI G STAT ~,; ..,_ ,'C',~::::____ _...,,,... 'REC. " ',.. \ ... . - - .-- IMltIIlUUO C:ONCRETE POlE ,. ~ '...... :""R'" r ~-A'" A~' : E \ .' ! J-- , t .j~, , I - .. ...-.., , - .-,' . I ,'...." .' ~ ' . .....'. SUBJECT SITE,: "'1 -IrI\II"T~'" ~, I R 'L 1 ,NOT 1'-..:: : " I N A . 1-;:-:;'1: CITY" ,A', IIV. ,. A. >- ,..:: COllCll!ft .-cT(0II aoX WITII TRAFFIC RATEll 1I0L T DOWN COVER. ItflOOKS PRODUCTS CATALOG lit 1419DDI2'OCIZ.QR' EQUAL. UIoI!UIILI II'lICE, EQUAL 'TO SCOTCHCAST 05-15, - . -~ Q e ILfJ ~]l1 o ..!-. n I ri1 1c:Ef.: , / 1'.,., ; I~~ " I -.... . 30" ","" -L / ~ C:~!IICUO'.OUNO ~ 20 -0. LONG .. COlCQIU III ' '\0. DEEP .' R'l^^ ~ '\ n.t... TYPICA~ FIXTURE DETAIL ~\ ,I WALL MOUNTING ARM ~ o~ ~ --.:: ...2 ~ POL YCARBONATE Q=- ~I ~ - , .; ~ \W I?li\ I~'~ \.1.J" GUARD ~ :::;::; -. liGHTING SPECS. & NOTES SPAULDING CAMBRIDGE I SERIES HIGH PRESSURE SODIUM 400-W #39489-026 CAST ALUM. LIGHT ON A WALL MOUNT SPAULDING CAMBRIDGE I SERIES HIGH PRESSURE SODIUM 400-W #39489-026 CAST ALUM. LIGHT ON 20' ALUM. POLE ..NOTES: 1. ONE FOOTCANDLE MIN. FOR ILLUMINATING ALL PARKING AREAS. 2. ALL POLES Ie FIXTURES COMPLY WITH ReQUIREMENTS OF THE STANDARD, BUI"DING CODE. ... . ._ -''''c ~ P~AN)lrJ/{ ,tPPL:r~b ~ol,y 1fE-R. 5YSTElfS SP '\. !~. "1 SITE DATA .D _, R,3 '\' I r.r ZONING DISTRICT TYPE OF DEVELOPMENT SITE AREA BUILDING COVERAGE PA VED COVERAGE LANDSCAPED AREA PARKING REQUIRED (manuractur1ng 30,000 SQ,..rt.+ 500) (office 7,000 SQ, ft + 300) TOT AL REQUIRED PARKING PROVIDED MIl LIGHT INDUSTRIAL 2.3 ACRES 37,000 sa FT 46 ,800 sa FT 16,700 sa FT , ~ .... o ~m C .0 c~ .. a: ~ Co, III 0) ~ < If) .- z...J LO en <u.N 1II IIIJ~ ~ ~ ~ II (J) c: w ;::: .C 0 m 0 C ...J:E ~ C u...J o z ct Q. 0 . 0;= (") ..... 1--... 1--' - 36,8% 46,6% 16,6% ==! f T I 1-... ?~ ,;:~ 60 SPACES 24 SP ACES 74 SPACES 75 SPACES , . ;:0. ~2 >-l yo ,~;f III ,OCUli ....... " [ II \ , I--l'l J::-!:'X. 7'.,1.( l.( ~- 'f- t::: +- " I--t- l= .. G c I- , " l- t t: t:: 1...+- I-+- ~~ ,0 ! . ~ Im~- GENERAL NOTES - : '/11/1-;\ R I 'II II J-:H:.? ~ 1) BOUNDARY INFORMATION BASED ON SURVEY BY RO~~RT E, OWENS AND ASSOCI A TES, 2) 371000 sa FT METAL BUILDING EXISTS ON SITE , 3) NUMBER OF PARKING SPACES SUBJECT TO PARKING VARIANCE APPROVAL 4) SITE PLAN IS SUBJECT TO 'SLIGHT SHIFTS AND CHAN~ES . 5) ALL PLANT MATERIALS TO 'f:3E'FLORlbA NO, t OR BETTER; FLORIDA . I 'DEPARTMENT OF AGRICULTURE ~RADES ~ STANDARDS. PARTS I & II 1973,'1975 RESPECTIVELY. , 6) ALL AREAS NOT COVERED BY BUILDING OR PAVEMENT, SHAll BE FUllY IRRIGATED WITH'AN AUTOMATIC UNDERGROUND SPRINKLER TO PROVIDE 100% COVERAGE WITH APPROXIMATELY 50% OVERLAP. 7) ALL PLANTING BEDS AND TREE WELLS TO BE TOPPED WITH 2" SHREDDED CYPRESS BARK MULCH1 GRADE A. 8) ALL TREES AND PALr"lS TO BE STAKED IN ACCORDANCE.WITH DET AiLS (IF SHOWN)'. NO NAIL STAKING PERMITTED EXCEPT ON SABAL PALMS, 9) LANDSCAPE PLAN SHALL BE INSTALLED IN A WORKMANLIKE l"IANNER AND IN COMPLIANCE ,WITH ALL LOCAL CODES, I 0) PLAN TAKES PRECEDENCE OVER PLANT LIST, 11) TREES1 SHRUBS AND GROUND COVERS SHALL BE FERTILIZED WITH 100% ORGANIC FERlll:tZER/MILOR6ANITE'ATTIME OF PLANTING AND IN, " . ACCORDANCE WI TH ANY DET -AI LS SHOWN, 12) ALL SODDED AREAS TO 'BE STENOT APHR!Jt1 SECUNDA TUM ST AUGUSTI NE 'FLORA TAM', t 3) ALL TREES1 SHRUBS, GROUND COVERS AND SOD SHALL BE GUARANTEED FOR 90 DN{S (PALMS-120 DAYS) FROM DATE OF FINAL ACCEPT ANCE, .'; -'*< . 0, Z Jip., 3. ALL LIGHTING SHALL BE CONTROLLED BY PHOTOELECTRIC SWITCHES. ,.... ,~_.. lANDSCAPE SPECS. 90% OF PLANT MATERIAL IS NATIVE TO SOUTH FLORIDA ""-' ...: :; ('?-~ J" / L (/IX ~ @ L 1 TYP. POLE MOUNT ~ \ ~JV 22.7 - "J ~ - :,:;' ~ 'H(D .49' RISE ~ -d MAIN ENTRANCE-+\.......... 12' RUN =4.2% SLOPE rl~ 6' CHAIN 1\ ' ,... '"'4 H(if) I~ LINK FENCE I L EXISTING ~ ~ -~ ~ SCHEFFLERA (3) ~'.. ~ I "V..-' ::. :(, ~ ~~"8' V I~~D ~S' ~ u V tJ.. / I_I'- ..- ~ ' ~- - .... WALL MOUNT _____ ' ~~r." .:":' :(. ~,.~ ,)~ ',"~'",_~".' ,( 1-"~""~ (\<~ 0 -I . IL.. ~ r- 'r~( J.. :":-:1' ~ _- ~ __ . ..ta' \..,,~7~, N ~~ . ~'R . Y i l). r:> \ . ~" N87043J01"W 276.22'~ .. ~/ ,r ~ . TOT~ QTy..KEY BOTANICAL NAME N 48 Ol QUERCUS LAURIFOlIA 33 BB BUCIDA BUCERAS N 6 SP . SABAL P AU1ETTO N 238 'Sf SCAEVOLA FRUTESCENS ,COMMON NAME SPECIFICATIONS REMARKS 5' MIN, CANOPY S'MIN, CANOPY LAUREL OAI< BLACK OL I VE SABAL PALM . BEACH BERRY - , 12' ,...J1N. HT" 2 112" TRUNK CALIPER 12' MIN. HT.1 2 1/2" TRUNK CALIPER 14' -22' STAGGERED HEIGHTS 2' X 2' MIN,; 3' 0,(, PARKING LOT SPECS. ............. .....,... ..,. --"" 'or ..~h .."dlc.ppH ,..1I.1a. lun -L. L ..' - t .. J.. P I----L-J' H ~ l H I! Iff. ~ ~ .1.._ .. n u .. ~ Hand1ca~~ld park;ng St~ll. ij 6.,- , i....~~,~~':~~ ' it . 11 j: . 1- I' ""'el h_'~' b E::::: II R ;~ . d ~ Standar' Pariing ~ Stall i ' I; l I~ I I/"I / ,/ 1.. It. I I " . ,.. 1.1-1.' 'a. H. . ",[; rrfr."'ll.: ,J -., ......... .., .. .e." DUMPSTER DETAil "'~~- :t"'61~~. - ~ . . 11?'~'. VWtf'( ~ ~ ~ t .:-' - ,'.. 1":"0. --- {~./'-I '. r,,~ ~, , 'Irll!!\. :kg' ~ b~ v:. GDl..~~ .,.,. (j;~' o.c., II.Jf \ ~ ~ eo.rc. . :~1St::::::- -~.~~~. , " ! . -~ ~l"Il-leDa1I&, .?VI~I.l~~:,=_., ~A-J4&U.e ' -"-~JZ'( %~. . . . .. ~ .'.. .r. .......:. ,"0.... .. ~ " -' , . - .r. . .,' .......-----. ---- " ~~~ 1fhGo~et-Jeo-~e. ..-:.4' ~~'----""--'-"-"-'" F'L.&-"-l' - M ~g~ . ." , I . I' - 'q ..\1 11\ en :E~ ~ w~ 1-< en~ >~ eni1. .. . 'X 1%:0 w: :E~ >~ -I~ zOO <0.< -' 0 D. a: wow D. " <' C ow- 0_a: c I:J: z__" <0.- -' X wo.o I- <(,0 - CD o ~ .\ ~ . PLANTING DETAIL...S ~~OUU7~~~~' ~~~ ;c -'~ "l .1 , " SHRUB, ~LANTING- DETAI~' ~~0f10UU' ee. T"\...ANT1:.D IN ~ _~t:', ~"'M..M~~ ,_.WITt1 eup:.v.r ~. ~,..>;.. / "" :-<; I, I ~ ~~ r-tn:z:. ~, ':J~y~ fU.~81W"~ ~L1t-/C.w ~or-~ ~~~ ~-tx4x~" ~ '~rr~ ~'^~~ o ~ u G'a CO - 0 0 &I) 0) 0) . .,.. - - - .,.. CO ~ .,.. - !: .,.. N - .,.. nu ~ ,...vJI1..y ~1t'P~~L., .. W -' < o o .. W . . I- > > < w w C a: a: PALM. PLANTING: DETAIL.. I cf 10-. .~ ~ , . t .. r I J/ .. . . . . . .. . .. ("J r ~"-l \ .~ ..-" .. . . . . ~ ': 'f { I ! o . . -., . - SPECIFICATIONS PLANS AND CONSTRUCTI'ON DEVELOPER: FOR BOYNTON BEACH, FLOR\ DA RANGE 43E SECTION 17, TOWNSMlpI45S, APPLIED POLYMER SYSTEM, INC. 2800 High Ridge Road Boynton Beach, Flori da 33426 -!?: ::;"',:;:':7:: t:~~::C;"; '~'~ lifJeW:;'7L ~ ~ -\\t.:-;\) J~~.o; ,l\;. ~l ~~~~i I · ..5 $ ~, _. 11'" 'j\ ~!:>GE '::'1~~1 ~ '. \J.i..-- l u, l;iG"~E'f'1 $' r-....!i ,..,...1 I . O--=-"~CT .. ,\ "L~"O;;; "" . "" ~\Q ~~ C{ ,~ ~j~ ii:1;::l:o, f ..'--IT ~t""PEl..J e;:: - ~1i5,," .,~!' I } """ucts _,...C' __ .. " ~ v'".... 0 . .:1<. _ ~. 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" / ~! t " '-" -.' ~. 0 ~ j .. v. ,,,", I · or" II!.SOU1tl ::: SAllO' SEA fOllU PRO .1- I .... \I'I~ .... c'1 o,~ 5 ," or'" ,'.'~"'" IIJL-. ~ I . r" 0 sf' ~'" ~ ~n. ' " ".,,;;f: ' s.:: ~ ~ ~ ~ / O'"Al ~E -t",,~ '; '; ~o Lake (.!~, . . .~ ~2'TTlC :0 AY MW DOS LAGos! PARK. ~~ ,U ~ 1 AL~:-'J)-'" I",-=:": I ' 01 ~ : SlJlllG\.S"'= ~ ~ 2\;~ , "i;;; ~ ~,s, \ ;~' ">1 I z fttI WtPO! "".... , "I f ; H r-"'~;~,~~'Glf ~ ~ ~ ~ ..:;;1 I ~~.~ --- JS........ I TJT~~L ~ ~ ,."... '."1;';;"'";" I J , , " "', fJ-Jr '.. ~~,- · ,,,n-u. -1- .. , '" Y.:l ."""C" ' - '-ft I ,. · '" ., "", ." ........,". " .. . .. . . I =., ~. - . ;. , . \ ~9 50 L ~:/f! ~~._. ::..-.. \ BOVilirON \~" I~ · 37 w;; \" r; ';,":="=.:0"- LuO. ,T! !" ... ,." BO'l'lNTON ,. m. "l r.t ,1!';-';I ~;:J.] ,- 1::17:-- , ~ _" _'._ _ \ .. ., RID!!n' _"" ii I_.~ _ · >- ' .: " ,: I I ~.:-'" 101 .. I ":;::. . ., '+' ,'. ..)?'. .. '. ~ · " $"''' '. . ...... '" I ".,'..; . .. '~ ' . ' ." '". . _ i I .....'" , . gAV AV ~~~;~; _ BE~ 1 ~; ~ i; of'" ~ 1: ~tW OCEANINtiroJ. eoNITA~~ ,: # , -, AV I ~ ,,,,Z4HZ 14THAV~. I 'it t;~A ''''''''' ^ .'i ., · ~,"o.,,,. I """'. t' t _.""-_ _ ~ Ii"~~ ' -. ,.-,...' I . ;. 'j ;!! ~~~ AV ~ .... 1ii PI NEfR 'J:!~l~ VELfM. T v ~",-;r<l :t', 110 fj'- 'l . s a5 ,,""0," ft 'j; lI'I ~ A~ ? I( .11:.;1 "./# 2THI AV :-IE 112'>1 AV ,~:i~,-f,ri ~ -, I, i~,~' ,., '" ~ ."" .\\ ~ " . ,"" . ". "'-" .. ,,~1 "....,...,... .,. I. . .. ~ ,,"11001 ' ~ ; , I. ,,, '\" ". ""IT''' " -,-,.... ,,' i"""; : .."." I f"-' " ~~" ~ "CO' ... c I I ..,w"" " "...... : '.. J',~'; I ' ' , -~.,," - ..:"~ ...' " " .. -<"' " ",.. . ,01 _-","" .. ...C< ~ ",~ ~ ....." -- ~ ." .. :'~ -. b fl r. . __:; 7' , :c.J 95 ~,~ 'L-~ ..., v, '..-...... AU o! -::::-r! ill' RUS"" AV BOYNTON i 11ft -. ~ 't.~~It:<-':. ..l~ ::~. 6TH ... ~ ~ ~ V. ';:OMMfbt; 'llR . ~ O:::='y, <. z ~ ! 1< ~ 5B-:" ~ - ~ 5. ~v ~ ....; r ' ~ ___'.' .~ ~ M' -:ii. ~~, '" "ic,~, C~AN .' ( ~ ~, lAKl~..S.ll ~ . q~iW~~~ \: ~ ~I ~Gtt?JY ~ ~ AVV we ~ 1 A:! -BfAOJ:J.P:*' R I lG E~t. ,-' _' "" '" 1'Io~"", v.~ ' . .'....... - - W,.. n . ~-" G cr ". · 'm' ,.". .. ......_.. ~,,~u ~ VI CINITY MAP SHEET N~ r Of 5 2- OF 5 ;3 OF 5 4 OF 5 5 OF' 5 f}... DP- J~ DRAWiNG &- .... \NDEX DESCRIPTION I, CoyER Sr\EET' GRADING. PAVING a DRAINAGE PLAN WATER AND SAN\TARY PLAN GRADING I PAVING a DRAINAGE. DETAILS WATER AND SANITARY DETAILS r ~ . ~ := en .....- ~ a:: w . w .... <{ ~ Z 00 - -rO ~ C> 0::0 Z 0<.0 ~ W -.l, l.L.1O ~ "I"- ~ C) ~l.O Z w- l~'~ - 1-1"- ~ -0 Cl.c;;t . :=>- ~ ::> 'J .-w- en z ~ 0 ~ U ~ '~J "'- .J r ~ <( 0 - (.) a: 0 Z ...J - U. ,. ~ 1.LJ I- (f) >- 00 a:: w ::E ~ 0 0.. x u <( (:) W W m - .-J z B: 0 l- Z <t b a:t It... j r "" ~ ..:l 0- co LLI C/) ~ -, LLI ...J :c ~ ~ en a:: >- co W 0 > ~ - Z ~ 0 \,) -, ...... CJl U ~ 0 0 en ~l E-<<.O o<N 01 - ~ ~ JOB No. 8911- 156 SHEET No. I OF 5 I. ~ r -l.l'T" II . . .. . . . . ;; .. i:I .. . , " .-/ ,~ (" \ . . ~ " .. CONST. STPP aB~ - ~ . . 010 V ~ ~~" .., HIGH RIDGE ROAD ""'" -- /~oo 'i;t (.0 '; Ie-- 111~ ~ )( 00) ~~' ro~ TURN OUT TO MATCH v' GRADE (TYP.) 350 L. F. 8'~. ~WALE 8 SOD " ,.. EXIST. 8'- ASPHALT WALK "'~,~~NST. NORTH ~4~! EXIST. --..["- rO-~ONST. STOP SIGN a BAR -g"",," /~(/ ,.. .'t.I~ ~r """22:- ~ v:. ':'-~;::-...J , I 2~ I 2Jrrp.) J ,It ~ - 1 ~I I ~~8' 81 I _ ~I LLI I ~ I I~ J ~ I f~ I ~ I ~ I o Q) U I en I ~' //).'~ I 101, ~ ~ I ":J~ l~ ~~.~. , 1 fJ.,~' '1t . --+ - -i 'r : " ~ ' 2241 I .::. ::, /~ ~7, I I I r- ~ ) k:-:-7,1 TRANSITION (~ ~CI) tl-U c--~3 I . - .~, I .,' .~ ~~ Ii-- I ~ ." ) / ~tt,'\ ~ ~ J "'? 1 1,'" x",'V I" ~ ~~ g I ~ ~ In~ ~'~ I v -- -- - ~-I-I-- -1--- -- -II- -4 :....... ..., -, ,....1 ~.... ,. I o'!) I g\ J>.: ~ ..J cIS . ~ I&J .. ILl ..J 0 ~ "ii5 en ~- ;,. CD : ;:: ...: LL '-' en ~ '~ ~ 000 If') ..,: !;;: >- en ...... ~, ~ ;z ;> 0 i /.. ,10 -J _ 43.C ,0) <t II' 227 "'" ~ i I ~~':.'.~ ~ ~ 22.4 ~ "H 1 f+ ~ g 20' - '" "I' M 1...ft2.7 z.gz rr> I \.,..... - ~ tr; /: I \r. n.~ "" 1J tV ~ "" ~ _r* ~ 1\,,10 O~ \. :: I ~ /\ $''ll <x~XIST ~V'T h;"' \$ ~: ~~ TO EE REMOVED N -~' ~ A~ '1 , 21 ~" \ r /" ~~", tJc,1, -,... -:::.:..:. ..., f) ./ q; ~'V CD ~ <y ~ 'X- - ~_ 'li __ ./ D< lc\"'o ", ~ -4. - - - ,/' rv-;..;..... ,.,..... 2 '?"--::.. __ ..-- 21 0 , ~~Ii ': "T' - ~ OONS"'r60L.F. II 000/0 -/ . CONS W: IJOL.F. enO,51 % '}~o'" ;"'" I~ "II -- j).'v Ilnll I JJ~1l .~1_ i. ~, I IC:T I.J: ~ ''. ~ Il.l I ~ Fr-I-, ::::;lII1r- ,- -FH-cmN _ 25:6 It "~J~_2I,5 W/6 C,F 21.8/' ~ -... \ C-/' CONST. 2' BERM 4 V~ SOUTH 340.411 CONST. C,B.-3 GRATE EL.20,50 INV EL. 1730 EXISTI NG METAL BUILDING F.F: EL. 23.19 00) ",'" , .:'. . 1 r t{)i 22,7 ....-- ....:: ""'j 1~17 ~ H -~ ..-CONST. R.H. CURB (TYP.) __ 21MCOfl ST. 80L.F. &070/. ~ /' CONST C,B.-I . ~I R If:!" tA~~Lf'.c ,~-~ GRATE EL.2Q8 - F....~~;: . ~ ":J",INVEL.1730 22,0 "2 ~ 1~8 ~ .tV tt> "l' J. - - ----.) '-- "'-...~ -~ ~o CONST, 2' BERM 22,0/ I CONST. C.B. - 2 GRATE EL.20.8 INV EL. 17.30 :OTC*XA .~ BOYNTON :~ BE~CH i 290.0.0' -- -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I J No.T INCLUDED -- 290.00.1 BE ~ VICINITY MAP z -0 o v I r I- Z - lJ.J I~ ~ lJ.J CJ) ,8 <t I w r<> - I ~J 10 I N I ' I I I I I 1 LEGEND' x EX I Sf ELEV o PROP r.:LEV . COHTJUCTOR IS TO r l!':LO VER I P'T ,. , REVI S IONS \...... ~ , ~ . 1-t := en .~~~ 0:: W .. W . .... ~ ~ Z a 0 - - ro (!) 0:: 0 ~ Z 0 <.D :::. W -.J I lJ...LO ~ "I"- ~ (!) O::LO Z W _ . ""r'~ - r-.I"- ~ -0 Q..'\t . :::)......... ~ ::) J t-r-l en z ~ 0 ~ U ~ .~J \..... ~ , " <t 0 U a:: 0 Z .-J - lL.. ... ~ W ..... U) >- U) a:: w ~ >- ....J 0 a.. 0 ::t: U W <t - w ....J lD a.. z 0 a.. ..... <( z >- 0 lD \... ~ , .., W c.:;O (!) ...::<::t IC( II <( u= U)- Z - <r a:: >- 0 co ~~ d5Z ~.-J Q C><{ ~...J >- ~a. co 0- t:1.J::t: Z-' l? -- .... (!) U) t:1.J Z 0 - 0 0 <{ 0'> t:1.J' a:: E-<U:> <:N C> o I - "'-- ~ ,. JOB No, "'Ill 8911 -156 SHEET No, 2 o.F 5 / /' "'- ...I ~-"" ,:e H '1- ...... -~ .7 "'.. ... .. . . \# I . . , . . - , ~ . It . . . EXIST SAN, MH (J '.. OPEN CUT PAVEMENT a RESTORE PER DETAI L CONST 8" WET TAP W/SIlX6" TAP SLEEVE a VALVE --,.-- .. ..~.,,- "'~ _. """""', ...... ..~..,..~.... . --~. EXIST WATER METER " EXIST. 6 SAN. SERY. I CONTRACTOR TO VERIFY LOCATION a SI EXIST SAN, M.H. RIM EL, 20,62 INV. EL. 11.30 I I I I L. I EXIST F: H.-----<,/C1 I 1I '~ . . - - ,. ....- .. . '~'" , . .'11 ~_ I I Z <:! CJ) a CO .-: (f) X l.&J I IE ~: ~ I~ ~ J[j r 391 -- " F.:<:"'...._~~ ~.'~.'t ~". ~"'"'It"-." <, -.r., . ........".'7.~d...,.-.,....' ~-,."~- ...._""".....~ HIGH RIDGE ROAD 630,631 -- EXISTI NG METAL BUILDING CONST, SAMPLE POINTS (2 REQ) CONST, F. H. FLG E L. 23,0 W/4 STANCHIONS I I il .' IL- -I-l , ---..:-~ """l" ~ -0 00 <i w "" i II I , k I I" I I ISO L.F. 6~lP . SA'N.f- /1 ~./' ~---------------- / ............. ----- --- '-..... - ./' ../' -- -- - . '. . .. ." -- CONST. co, W/D.I.P RISER a WYE a BRASS CAP -- 630.411 '- 1 I I I J I I I I I -T-~ I I I I I I I I I I J -- - ~~~R ~Ioi .~.~~,...... Vfi~l" lPO 'J I 0.. ~~l' j ~ - I ~ >7 I _J ..J l{OPP/N < CENTE J !}--Io NW . ., MOTOROLA :\ BOYNTON BEACH ;:; VICINITY MAP z NOTE I. CONTRACTOR IS TO LOCATE a THEN INSTALL DBL CHECK BACK FLOW PREVENTOR ON EXISTING FIRE/ SPRINKLER LINE. 2. CONTRACTOR IS TO RESTORE R/W TO MINIMUM CITY STANDARDS, A SEPARATE PERMIT IS REQUIRED FROM THE CITY ENGINEERS OFFICE. 1 01 /~ -- - -- , '<!-,'v'l:, l \ ;1'4~; '" \... ~ , "" . ~ ~ ..... . -,..~ Cf) ,0::: W . W . .... <! .... Z 0 0 ..... - - r0 ~J C> Cl::: 0 Z 0 to .... W _.J I ~ l.L tD t-~ - t-- :... C> Cl:::tD Z w......... . ,....~ - r- t-- ~ '- 0 Cl.. . ::)~ ~ ::> ....., t-r- Cf) Z ~ 0 ~ u ~ . 11 J \..... ~ , "" <{ 0 () a:: Z 0 -.J - lL. ... ~ w r- (f) >- (f) a:: w ~ >- .-J 0 a... 0 :r: u W <( - w -I en a... z 0 a... I- <! z r 0 (I) ll... .) , """ :..;0 "':<;j- -< II ~- .. - a::: w ~ r -. W zC/) ~'J CJ) <-.J Z oX ~ ., ~ <( -l r a.. ~ a::: "" - : :::r: . W Z'J I- - - <( :... - , - ~ 0 en :..;, ~. W <N " I - ~ ~ , "" I'. . ...' . 8911 - 156 . i! I- t. '~1 ~\ j' '.'- " ,-, - -- ' - 3 OF 5 /,~~_. .. ~' ......~...~ , . . . / V'... . !:' , . . . . . / ~ -v . . . . !If . . " () '.. " " ,., .. , I , . . ~ GENERAL t;OTES l.~ IHE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXIST- , A~g U~~~rfl~~0~~2tN~~D~~~Rgg~~tRn~~lg~ 6~~R~~~b~C~H~tR~~U~ES CAUSE DAMAGE TO SAID FACILITIES. 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REOUIRED TESTS TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER. 3, THE CONH,'h.l "Ii. .>i1J\LL NOT I FY THE ENG I NEER 2~ 1t0URS PR I OR TO ANY REQUIREr INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FO~ INSPECTION AND/OR TEST. 14, THE CONTRACTOR SHALL GIVE ADEQUATE NOTfFICATION TO ALL ArFfCTf:D UTILITY OWNERS FOR REMOVAL I RELOCATION AND ALTERATION 01 THEIR EXISTING FACILITIES, .. S'. WHERE ENCOUNTERED UNSUITABLE KATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DEtERMINED BY THE ENGINEER AND BACKFILLED WITH CLEAN GRANULAR SAND OR SELECT MATERIAL APPROVED BY THE ENGINEER, BACKFILLING SHALL BE IN LAYERS NOT GREATER THAN 8" THICKNESS AND . COMPACTED TO 100 PERCENT OF THE MAXIMUM DRY nEtl~;lTY AS DETER- MINED BY AASHTO T99-C, 6. ALL WORK SHALL BE PE RFORMED I N A WORI<MNSH I P ~,^NNER ANI' SHALL !'\EEl WITH ALL APPLI CABLE C!TY I. COUNTY, ST ATL AND FEDERAL REGU- LATIONS AND/OR CODES, INCLUDING OSHA. 7. THE CONTRACTOR SHA(L OBTAIN ALL REQUIRED PERMITS AND/OR L:CEH~r~ TO CO~~NCE CONSTRUCTION, 8. ALL CONCRETE SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF '3000 PSI OR OTHERWISE NOTED. . ' . ' '9. . ALL REINFORCING STEEL SHALL CONFORM TO ASTMA-615 ,/'INn HAVE ^ TENSILE STRENGTH OF 60,000 PSI OR OTHERWISE NOTED, . " 10, THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED ALL FAULTY CONSTRUCTION AND/OR MATERIALS DUHING FORESAID PERIOD SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. DRAINAGE , 1. ALL DRAINAGE STRUCTURES SHALL SE CONSTRUCTED AS PER DETAIL AND , IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION1 1982 EDITION. 2. PIPE TRENCH SHALL BE DRY WHILE PIPE IS BEING LAID AND TO BE EEDDED PER DETAIL AND IN CONFORMANCE WITH SECTION 430, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CO~ST~UCTION, 1982 EDITION. 3. PIPE TRE~CHES TO BE EXCAVATED AND BACKFILLED IN ACCORDANCE WITH SECTION 125, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1982 EDITION. q. THE FOLLOWING PIPES SHALL CONFORM WITH THE APPROPRIATE FOLLOW- ING SECTIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1981 EDITION: 1. REINFORCED CONCRETE PIPE (RCP) - SECTIONS 430 AND 9ql 2. CORRUGATED ALUMINUM PIPE (CAP) - SECTIONS 430 AND 945 3. CORRUGATED STEEL PIPE (CMP) - SECTIONS 430 AND 943 5. ALL CORRUGATED PIPES SHALL BE INSTALLED WITH MAXIMUM lENGHTS IN ORDER TO l'llNIMIZE JOINTS, 6. ALL CONNECTION EANDS1 FOR CORRUGATED PIPESI SHALL BE CO~RUGATEDI LAP-TYPEI IN CONFORMANCE WITH AASHTO M-196, AND TO BE MADE WATER- TIGHT BY US I NG A GASKET AT LEAST S I X (6) I NCHES WI DE BY 3/W' THICK. ROADWAY 1. ~~B~~~~NfHS~LT~~ Aixf~8~ND~~sff~TlgND~~~R~?N~5 ~~M~~CsTHETDo TO T-180. BASE SHALL BE AS SHOWN ON SECTI ON AND TO M. COMP^CTED TO 98 PERCENT OF THE MAXIMUM DENSITY AS DETFRMINED BY AASHTO T-180. PRIME COAT SItALL BE ^PPLIED' AT TIlE RATE OF .15 GALLOf\ PER SQUARE YARD. WHERE RECUI RED, TACK SHALL DE APPLI ED AT TIiE RATE OF .08 GALLON PER SQUARE YARD. ~. THE CONTRACTOR IS TO SUBMIT ALL REQUIRED TESTS ON SUBGRADE BASE AND SURFACE COURSE MATERIAL PRIOR TO ANY REQUEST FOR I PAYMENT. . IF ANY TEST FAILS'TO MEET THEIR SPECIFICATIONS1 THE CONTRAC- TOR~ AT HIS EXPENSE, SHALL CORRECT ALL DEFICIENT WORK AND SUBMIT TEST RESULTS INDICATING COMPLIANCE WITH THESE SPECI- FICATIONS PRIOR TO ANY REQUEST FOR PAYMENT, All UNDERGROUND UTILITIES WITHIN ROADWAY CONSTRUCTION SHALL BE INSTALLED PRIOR TO ROAD CONSTRUCTION. All ROADWAY CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTlON1 1981 ED I TI ON . 2. 3. 5. 6. 7. CONSTRUCTION ,INSPECTION_CHECKPOINTS ROADWAY: THE Cor:TP.ACTOP. SHALL NOTIFY THE n:G!tIEER (PHONE ) FOR I~;SPECTIC:~ AT THE FOLLOWING CHEU:I'OIrHS: 1. PRIOR TO ANY DEVIATION FROi.j THE APPROVED CP.f~DIIIGI PAY 1 NG, AND DP/\ JrU\,GE PLAt.S, 2, PRIOR TO BACKFILLING OF TRENCHES CONTAI~I~G HYDRAULIC cor;DUITS, SO TH/,1 JOINTS r,AY EE INSPECTED. 3, UPON CO~lPLET I Oil Cr: THE SUBGRADE COMPACT I 0':. ~, AT THE TIME OF DELIVERY OF BASE r~TERIAL, 5, UPON COMPLETION OF THE BASE AND PRIOR TO PRIr'i!HG, b, IMMEDIATELY PRIOR TO AND DURING THE FIRST APPLICA- TION OF THE ~IX~D WtARING SURFACE. 7. UPON COMPLETION OF CONSTRUCTION A FINAL INSPECTION MAY BE MADE ~ITH THE CONTR~CTOR, '.. .~~ -"'" .' Ell< .' "'H ...... ." ""'- .~ . ... '",- ~ ~,~ _ _____n_ ~~....... _~ w ~ I . '.11 . ,I P.T. V lyTYPEJAJ JOINT\ 0<....-;" /1 I ,,;' /1 .I I .I~" ) r&!..O"" . ,TYP. A"I' ,..-RIWLlNE NEW SlbEWAU ,EXIJrING . .1=- T ' SID~WALK A-I ....TypE.A. JOINT ft/W LINE , I , " . TYPE '8' JOINT P,C. '. 'w' 'LI~ rm Ft SlooJ I J -r " SECTION, A-A I 1-' , l-R~ t: 4 4 . c~ 'I PLAN , &- ~I-j~ R IN 4\ - c!:t. c~ . .=1 r. r I " '!-RJ" I"f , 4 t-J 4 ~. .. .b ~ . < ! PRENOl-DED EXPANSION , , 2 JOINT MATERIAL I TYPE 'AI I , TYPE'S' TYPE 'e TABLE ~EJi.IPEWALK Wlu I t1S IWI . 'w' LO~~TJoN SIDEWALK 'JO~",~ TABL.~"OF SIDE\V~LK . t11CI<NESS · .' 'T' LOCJ\I!QN 4- RESIDENTIAL' AREAS 4' LOCAL STREET TABLE OF SIDEWALK JOINTS lYP~ LOCATION P.C. 8 P.T OF CURVESJ JUNCTIO~ ' JAJ OF EXISTING AND t. VERY 20 ON NEW SIDEWALKS 5' 0- CENTER TO CENTER ON SIDEWALK WHERE SIDEWALK ABUTS CONcnETE CUflBS DRIVEWAYS. AND SIMilAR STRUCTURES" " ' 'a' 5' ALL OTHER STREETS COMMERCIAL 6- AREAS AND DRIVEWAVS, :,'c' TYP1CAL ROAD SECTION SIDEWALK CONSTRUCTION EXJl1!IT F Gefteral Notes: Ditch Width (WI + 4' Base and backfill mate- Surface Surface Replacement rials shall be either of Joint........... _Replocemer,t ease the. same type and C?11PO- '\ Surfoce~ /" sit,on as the mater,als . removed, or.of equal or c? 1//1 1~'/~'s1I~~~/' I-t ~ great:r structur~l adequ~cy. WI '/1 1-1, //).""/~ Matenals contam,nated w,:h .~ ,Nt I I "deleterious substances dur- ~1.5 1.5 vSee ,Lcx:atlon ing excavation shall not be ~ ~ Cnter 10 used, E (G) S Replaced base material over If) 0, ditch shall be twice the '\.J -Die. Varies thickness cf the original base, - " ,} ~ IVari~sl r (J') / REPLACE:.-MeNT OF FLEXIBLE FAVEMENT FOR PeRMITTED PAVEMeNT CUT Base material shall be placed in two or three lifers and each layer thoroughly rolled or tamped to the specified dens ity. DENS ITY PROCEDURES: Asphalt concrete pavemen~ joi,ts shall be mechani- cally sawed, T~e backfill for the first and second stages shall be piaced . in 6" 1 ayers (c:r.1pacted thi ck- ness) and shall be como acted to :Oal of maximum dE~sity as determined by AASM70 T-99, St30e !fl Sur~ace treated ~averr!!nt joints shall be icpped and feathe~, Surface material will be consistent with the existing surface, ihe pe~ittee shall provide ad.::quate c:)r.1cacU!d fi 11 beneeth' the ,aunches of the pipe. using mechanical tamps suit3ble for this ~ur~ose, ihis compaction applies to the material ~laced beneath the haunches of the ~ipe and above ~ny ~edding required, LIME RQ CK , SA'",-ClAY, SHnL. ETC. BASES: 6- llY~rs Canpacted Thickness Density Requirements: 9S: Under Roadway 951 Outside the ~raveled Rcadway, Such as Intersections, Cross- overs, iurnouts, etc. Staqe ~2 The oermittee shall obtain a well~c:)mpacted ~ed and fill alcng the sides of the pipe and to a point indicating t,e t~o of sub-9rade ~ater;al, 951 Shoulder Pavement Method AASHTO T-180 , , s' :\1 &i.. I~R~I'" ~-'i.It, cOt/eltut ,cu... S"Al'- It tONST. WITH , ~~TtI=li,Tj r!:/'-" )000 P,5.I>CONCRETE AT za, DAYS, ."0 ,'.I "I' _ SullfAC( ,', I '- .; / / / /p':sV /////1 ' t;.' t:-......!..j.' ',." .'P, ~~. 7 : '", '-SU'C:~AD (....... ":~';r .. " ... . . . .. ,', -, ,_ i .~..t".......~ .:. -..., .... ..~. . t~.'t~. ......... '\ ....1 . ~ I IIOT(, IIZ. B'TUMINOUS U,.At/SION MATtIhA'- SHAll It 'LAC( D AT ZO'INTERVALS THRO\1c;HOUT CUR. C'>NIT, 611 RAIS~O HEADER CURB N.T.S. , ~ 2' OPENING ~2'/",...,.--- I' TRANSITION -;J:_~ ~ ~ RH.CURB +12" -2" +12" ~ ~ ~O' ~ +12 v-6" MIN. CONC. APRON INLET 21 V +12" INLET APRON DETAIL ~ .. --...-- -' -:.~ . ~.~ J. .............. ......... ,-.. ....".. for each .u....u...... perU,,", lull .-.1.. 'I ~ ~-;-r '" '1-- ., 'I, I ...1 C'..r~ c., valh '... r.,iic. I 17 It , ,_,",'h.~ all'l_ "J.IIII. _I ,,,In, 'tt Il. ~'i t i: ~: i: ~ n . , n ..\.. 'J ~--'--1 II ; ,I ......1 hA'-'j " ~ i; ~ji~:. ~ ~ 1\ ~ .~I ~ .10, ~ 'Q;i U d'-- U .' ~ ., .: .- ,~ ' nandicapp\!d Parking Stalls 'I 'S tandard Park ing '..Ii I ID l. ~ Stall i i' ' , "It i 1Iow\'- rlo... ,A 1\ t , ..... wi.. ,.._ft' .........~;1 ~ ~l I .' I ~ I. ! i . U~ U ~ ' .' 1,'07.' .., '1 . _ __ .. 1--.,:::-' H '__ .... ,. Ie'" - ==~n: · ~ l' ~tUa":"''''-''''-o!'l~.- il .. tan ara rar" ;(}' " n Stall Jl ~ ~ ~ .I.J . .."~L.r<,,",,.- I I I I NoTES, , ~ Acce~ibility to building' and within buildings, including pl~eMent ot ra~ps and curb cuts wit ramps, shall 'conform to Chapter 553, Part V, Florida Statutes, Design and construction of curb cuts with r~mps shall conform to Florida Dept. of Transportation ~ Design Standards. A raMP or CDrb eat with ra.p"shall be located adjacent to any handicapped parking stall that abuts a sidewalk or ~ublic entranceway to a building, slope shall be no greater than 1:1~. Por parallel parking. parking stalls with the curb and/or sidewalk located on the right side of tho stall are preferablo'for handicapped parking_ Parking stalls for parallel parking shall be Ii minimum of 9 ft. ~tido and 25 ft. long. Iflandlcapped parking .tall. shall be located as near as possible to building entrances or centrally located in parking' lots botween buildings. I OOlIble strIpl,.. is ~lred fitr bottl standard and handlcappd "'l'klllfJ sulls. PARKING STALL DETAI LS Z tn- J 2 1/2 - II 1/4- '-" WITH 3116".1-.6- ~ ANCHOR WELDEO AT 6 -O.C. 'AST!N FILTER CLOTH TO PJIPE WITH ALUMINUM~ , WIRE """~ ~~!t=:l -~~~y nU!R CWTH ~ ~', ~~-~ ...~~#~\ .~ 1jEE TY~ DRAINFIELO SECTICN ~ -.:.;;;:>: - 0 I 4"- p~-. -;",~ ~ ~'" ""AINFIELC ROCK-J V' ~ 8'"'CONC. WITH No 4 BMS ~ '\1) AT 12.0 C, , /8N. e. CONC COLLAR WITH , No, ~ BAR COOT MAY BE PRECAST 6.16. IF CONC, WALL IS USED /' rX ~ GROUT IF PRECAS' , :~ (~ER CLOTH ~" ~ ~ . :~~;:A~-;:J\ . \IPE ~ ,---J_o ~ ,~" " . -- " 9" ~L ~~~. DRAINFIELO ROCK) I" -...... ~l_~~ 5 tlNEAR FEET OF ~I NON - PERFORATED PIPE ~:1. ' -( EACH SlOE "-----_- DRAINflELD ROCK OPEN BOTTOM If\4LET DETAIL N.T.~i, NOTE: AL.l' CATCH BASINS TO BE OPEN BOTTOM TYPE "c" ~//!////Uf~(ti'~V'///;) - I r'~ .. GEOTEXTllE FABRIC APPROVED BY ENGINEER "EAF'ORATED l.lIJ).lINUM. PIP( l!;M plOl'\lI III' \oJ a: 0( > In 1,'. =o~ ~ "', ~ r::::f"" 4,,, ll;'~o'~~ 4 a) Co(, .- cnAV(L . DRAUlrt(lO~" ~ j nOCK""" '. '\ ~.'" ~ _.... ,_ ,_ _ .d..... ~~ - I ~ \ '-- 112. TO ,. ~~~\ _^ ,to L 6' - O. STO R M DRAtNFIELD SECTION, II T.J. ., Mil. )(. c. F,'~ ,~ ,~ 7J ., ,~. U H,20 , VPE INLET ...- .s. .c. '0. GRATE APPROX. WT. 2}' , B ~.Cl' . ~.., .-a 12S LI, c o ( M -, -. . . . ) . ~ }.o . }- O. ~. _ n ~ - ~ , - , ~"l1 } . f ) . I 4'-,' , -,. ~ 0 I } ,0 } 00 UAlfOUO ItrUTS I 111-. I :lZ-. "4. AIICUrt - · CASTIHG. W/ ~/I' ..'. S. AHC..ORS W(LD[D~ Al... (I"OS(O .. . (()oft. CO"~(,,' A It: . ...0 (0';($ TO U STANOARD 'NUT tt4A"'lR(D 5/4. j COllAll' WII"). . " CONT. ~.~ ~ ....GIIOuT " . p"'(~AST .CO\.lA" ., I" IS U , ~ D , '-CONe. .A\.\. .:)._ , ()tI.. to) . 'N . ---:. Pl.C( ;lll ....t. , ' (. S T _ ""4 · .. t' ., (i) II DC, l,W, ( ,', ~: }J - \ ,e -r.:- +~"~" ~:~';":':";"',~,' ~t..., .!:--. .. ,\ , ... \0 't .. ., ..' ~O, 4tU'" ' o 'Z O,C, (.w, CROSS SECTION .c. NOTU:( I) '''ATIS "TO I[ c.u '1I0J11 ..TM 0.,( I" SMOP CO", 0' 11(0 1.(.0 PAINT 10"0 WITH . "HO CO.T TO W[n 'l., DOl, ''''''010'''0 I"CCI'.CAfl()IC A'UlC:l.l 111,1'12 COITQ". (IJ SU DUA/L 0' Of'(HIN' IN IIlll T SIDU, (U U.,h.(O lDC.U:A\.\. IDOla COllHlIIS, 111 "s. In ."...=r ....... ,. 0" . - ( '':'. 00. . ~ ,'J ' - . f .' ; . a .0. ~ " ytM(~( kASONIlY',.:, ., ; - ~ -'Ll AllOI.II\P '1"[ ~ . --+-.... , ,.;, I~ UUO, Vl :' ':f ' ~rr~ 1 - PLA, UlI 'OTM ;::< ~ . { :. ..on U[~;~~~. .,~ '" >.,.:1 . r- ~, ..,.' ..,. " ,!.;G.n. I ..... '..:' :'.'. '1..... ...',., ~--'- . .,. . A [XT, CAP FOR / I 'u' CHANNEL POST rc..:rl-. I:' M:114. ~ 1": POST C... .,.eJ ~I ~1 ,~_ ~-1/4' l'O~:~;J:;, f~r-..--3 .~ :,; ~:; ~ "" ~1~H1~ :::; 1-~:"1~7:' 5f.....e:::. Id W-L ...' '0 If.' 3-1116" 3'1/2. -..l l 0- , 110 'OL T I .:. .. .- Ifill. ,..nz" I. ~fl~' I I"": 0" - ,,1- '0' .-11)2- 3/"- 7/3Z. ~/llS. ALLEN SCM. " REAR VIEW CHANNEL POST a; TYPICAL STOP SIGN PLACEMENT - ....114- I J !oft"R J~21fn. ! I ...1132. :}1'U4' 1. T~!! 4 / J !I11~\"'-I/'.1I GENERAL SP€CIFICATIONS ....L-'" EXTRUOEO BLADE SECTION " . . . " , .., INLET DETAILS H.T S. 'VARI~S IS'-- PARKING 18'\. PARKING I ROAD WAY If~ r cL DEStGN GRADES AS SHOWN ON PLAN 2i, l h,' _..L SUR ACE BASe:.... SUBGRAOE WHEEL STOP \ \.., .2' SLOPt ,., ~~~,~ ..' SURFACE' I:4.TYPE S-I ASPHALTIC CONCRETE . (MODIFIED -11300 lb STABtLlTY) ,BASE' 6" L1MEROCI</ COOU/NA/aSHE LLROCI< I StJ8GRAOE J 12- COMPACTED L TYP. PARKING SECTION r ANY IT. I ~&eKITS~ILAD[S If ~ r'~ :TO~lJ ....... , . - :~-, .. EXT. 90. CROSS WILOCKING SLOTS L : ~. L o T ;: vCONC. IASI U.. ".. :,. : :: . . IXT~IlIAI!I.: ALCOA "IO!I~,lOn-T' ALLOT. [fCiiEo:orGREASEO WITH' 1200 ALOOIHE """511 WITH. ,'21 r GREEN SCOTCHL I TE '''CKGROUNO OR [QVAl. oeW[HSIONS"'S-H, Z4 -,30" OR 36.l. LJJr~ERS' H....E . .' SERIES 't'. 2270 SC HUTE (SllVlR) OR EDUAL" 5UHlxol' SERIES AS "lOVE, IRAC.!\.[rr SrE DETAILS TNIS SHEn ~bsrsTnL n"HGEO CHANNEL POST WITH f'A,Ib GREEN ALKYO nNIS" PER A 5.T,II. - .'111 wITt'OUT ANCHOR PLATES, SEE DETAIL SNEET, i~Hi~M-'A~<:~OIl'u:~o ~~~'l )O'(H"" IIJTPtSlTT) ~2-WA1'.?::, PER INTERSECTION 4S INOICATEO .S.IIUII.... TYPI CAL STREET NAME SIGN WITH STOP SIGN j t>/ I~ LONGITUOINAL SECTION MATCH EXIST. GRADE MAX. ,6'1 (JYP ~6~ -. 1_ =:J ..loT ""OIUS _N POSSlllll . ~ , '"" REVISIONS ~ ~ , ~ . 1-t = en . ""'r'~ 0:: W .. W . .... <t :: Z 0 0 - - r0 ~ (!) 0:: 0 Z 0 U) ~ W -.J I LLL() ~ AI'- ~ (!) O::LO Z W ...- .""'r'~ - ~ I'- .~ - 0 0- . ~ :J '\t ....... ~ => J .~ en z ~ 0 ~ U ~ ....J , "'- ~ , '" <{ . 0 U cr: Z 0 - ...J LL ... ~ W ~ en >- en c:: w ~ ~ 0 a.. I C) 0 <{ W w - (D ..J z a.. 0 a.. ~ <( Z >- 0 (D ""- ~ , "' W <..!) C1.:; <1: ...... - CO ~ en ~~ <...J -I 0:: (.!) 0 - Z ;:! - ~ w. >- ro 0 a a: ;..), z- vI .. ......-, C> r..n C1.:; Z a - Cl 0 <1: en WI a: ~<.D <(\j <..? a, - ~ ~ r ...... JOR No. 8911- 156 SHEET No. 4 OF 5 ~ ""-- ...otil ff' _ _ ... r ~..._..,.;,. ... " . " '/ .. it , .. . . . '9' . " .. u . .. (J ''II ~ " . . I ~ , - WATER DISTRIBUTION SYSTEMS 1. EXCAVATION SHALL BE TO REQUIRED DEPTHS AND ALL SURPLUS MATER- IAL NOT REQUIRED FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED BY THE CONTRACTOR. PRIOR TO COMPLETE BACKFILLING, EACH JOINT SHALL BE lEFT EXPOSED FOR VISUAL OBSERVATION BY THE ENGINEER DURING TEST OPERATIONS. 2. MINIMUM COVER OVER WATER MAINS SHALL BE 30 INtHES. MINIMUM COVER OVER WATER SERVICES SHALL BE 24 INCHES. 3. POLYVINYL CHLORIDE PIPE (pve) AND COUPLINGS SHALL BE PVC 1120, $OR 18, CLASS 250 HAVING AN OUTSIDE DIAMETER (00) DIMENSION OF DUCTILE IRON PIPE (DIP) AND TO CONFO~1 WITH AWWA C-900-81. PIPE AND COUPLING SHALL BEAR IDENTIFICATION MARKING IN ACCORD- ANCE WITH AWWA (-900-81. q. - PVC PIPE SHALL BE JO I NED BY RUBBER GASKET COUPLI NG CONFORM I NG ~?P~S~~A~L3to~~6RMS+8R~~~'~~~~~~~3RE~~DC~~~t~~L~~lg~~~D~~C TIONS AND INSTRUCTIONS. 5. DUCTILE IRON PIPE SHALL BE CLASS 50 AND AWWA C-151-81 LINED PER AWWA C-104-81 AND WITH FITTING CONFORMING TO AWWA C-IOO-81 AND INSTALL~D PER AWWA C-6OO-81. 6. ALL GATE VALVES SHALL BE RATED FOR 150 PSI WORKING PRESSURE AND BE IRON BODY, BRONZE MOUNTEDf DOUBLE DISK, PARALLEL SEAT, NON- RISING STEM. ~ALVE BOXES SHALL BE CAST IRON WITH THE WORD ~~~~~~t~Sfv~~ ~?t~R'S~A~N~~T~I~60~~.DI~tT~~tEA~~L~~~ SHALL CONFORM TO THE REQUIREMENT OF AWWA C-500-81. 7. ALL FITTINGS SHALL BE MECHANICAL JOINT, CAST IRON, CONFORMING TO THE REQUIREMENTS OF AWWA (-110-81, 6. TEST OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA C-600-81. AFTER THE PIPE HAS BEEN LAID AND TRENCH PARTIALLY BACKFILLED, THE PIPELINE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF 150 PSIG FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS, ALL JOINTS AND FITTINGS SHALL BE INSPECTED, AND ALL VISIBLE LEAKS SHALL BE REPAIRED, DURING THIS PERIOD LEAKAGE SHALL NOT EX- CEED '5 GALLONS/NILE/1 HOUR/INCH DIAMETER OF PIPE PER CURRENT AWWA LEAKAGE SPECIFICATIONS, THE CONTRACTOR SHALL CORRECT THE DEFECTIVE WORK UNTIL THE LEAKAGE IS REDUCED TO WITHIN ALLOW- ABLE LIMITS. CORRECTIVE WORK SHALL NOT INCLUDE MORE THAN ONE (1) M.J. SLEEVE PER FIFTY (50) PIPE JOINTS AND/OR ONE THOUSAND (1000) L.F, OF PIPE. 9. DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA BULLET I N 60L PALM BEACH COUNTY HEALTH DEPARTMENT FIELD 0 I REC- TIVE #101 AND SHALL SATISFY ALL FLORIDA STATE DEPARTMENT OF ENVIRONMENTAL REGULATIONS AND THE APPROPRIATE UTILITY. 10. ALL SERVICES SHALL BE INSTALLED BY THE CONTRACTOR TO THE METER LOCATION, ALL WATER METERS AND BOXES SHALL BE PROVIDED BY THE APPROPRIATE UTILITY AT THE DEVELOPERS EXPENSE. 11. A PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO ANY CONSTRUC- TION. THE APPROPRIATE UTILITY SHALL BE NOTIFIED 48 HOURS PRIOR TO PRESSURE TEST, 12. A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN ALL PIPES (SANI- TARY, STORM AND WATER), 6N ABSOLUTE MINIMUM WITH DIP WHEN NECESSARY, SHALL BE MAINTAINED. 13. A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN WATER MAIN AND SANITARY SEWER OR FORCE MAINS SHALL BE MAINTAINED. 14, Valves, 'fittings (450, 900j'jlnd T',s) in water mains,a'hign"range APC water' marker placed under the fitting. 15, , , Sev."er c:rossin~s under water mains shall be laid to provide a ~m"mtln vertl.cal dl.stance of 18 inches bet~en the invert of the upr;er pl.r;e and the crCMrl of the lower pipe. v1here this minimum separation c~ot, ~ maintained, the crossing shall be arranged so that the sewer pl.pe ,Jol.nt,s and water main joints are equidistant from the point of crossu~ WJ.. th no less than 10 feet between any tv.o joints and both pir:es shall be D.I.P. Where there is no alternative t6 sewer pipes crossing over a water main, the criteria for minimum separation between lines and ?oints in the above shall be required and both pipes shall be D. I. P. l.rrespecti ve of separation. 16, A II new water lines shan be cleaned with soft sided swab prior to testing. NOTE: WATER DISTRIBUTION SYSTEM SHOULD CONFORM TO CITY OF BOYNTON eCH,WATER DEPAF1TMENT SPECIFICATIONS. \0 .. f ~p.:H TARV SE\{AG~ (OLlECli9li SY~JEI1 . , 1. ALL VITRIFIED CLAY PIPE SHALL BE "EXTRA STREI~GTHH CONFORl'ilHG TO ASTM (-700 AND SHALL BE, LAID TO SPECIFIED ALIGNMENT AND GRA.DE WITH TYPE I I I CO:'iPRESSIVE JOIHTS CONFORI11NG WITH ASTM (-425. 2. DUCTILE IRON PIPE (DIP) MATERIAL! CONSTRUCTION, AND PERFORMANCE REOUIREMENTS SHALL BE THE SAME A~ HEREON LISTED UNDER WATER DISTRIBUTION SYSTEM. 3. PIPE TRENCH AND MANHOLE EXCAVATION SHALL BE DRY WHILE PIPE IS BEING LAID AND/OR MANHOLE IS BEING BUILT. DEWATERING OPERA- TIONS SHALL CONTINUE UNTIL BACKFILLING IS COMPLETE. ~. BACKFILL AROUND THE PIPE TO DEPTH OF ONE FOOT ABOVE THE PIPE SHALL BE COMPACTED TO NOT LESS THAN 98 P~RCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180. THE REMAINING BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 98 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180. 5. INfILTRATION SHALL BE lESS' TH~N 250 GALLONS PER INCH DIAMETER PER 2~ HOURS PER MILE OF GRAVITY SEWER PIPE ~ELOW WATER TABLE AT TIHE TESTING 6. EXFILTRATION SHALL BE LESS THAN 250 GALLONS PER INCH DIAMETER PER 2~ HOURS PER MILE OF GRAVITY SEWER PIPE ABOVE WATER TABLE AT-TIME OF TESTING. 7; FORCE MAIN CONSTRUCTION, MATERIAL, AND PERFORMANCE REQUIRE- MENTS SHALL BE THE SAME AS HEREON LISTED FOR WATER DISTRIBUTION SYSTEM. 8. MArmOLES SHALL BE CONSTRUCTED' US I NG PRECAST RE I NFORCED CONCRETE MANHOLE SECTIONS ACCORDING TO CURRENT EDITION OF ASTM C-487. PREFORMED FLEXIBLE BITUMASTIC JOINT SEALANT SHALL BE USED AT INSIDE AND OUTSIDE OF1ALL JOINTS. 9. WHERE WATER AND SEWER CROSS WITH LESS THAN 18" VERTICAL CLEAR- ANCE AND/OR WHERE WATER MAl N CROSSES UNDER A SANITARY SEWER, n SEWER SHALL llE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING WITH NO JOINTS AT LEAST Id FROM THE POINT OF CROSSING. 10. FORCE MAIII CROSSING WATER MAIN SHALL BE LAID TO PROVTOE A MINI. MUM VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE OUTSIDE OF W^TER M^IN AND THE OUTSIDE OF FORCE MAIN, . It. . All sanitary se\..cr ,oIill be T.V. inspected by city ere.., at the developer's expense. 12. Sev.:er crossings under water mains shall be laid to provide a. ~imun vertical distance of 18 inches betv.>een the invert of the upper pl.pe and the cr~ of the lower pipe., Where this minimJrn separation cannot be maintained, the crossing shall l:e arranged so that the sewer pipe joints and water main joints are equidistant fran the point of crossin;, with no less than 10 feet between any tW) joints and both pipes shall be D.I.P. Where there is no alternative to sewer pipes crossing over a water main, the criteria for minimum separation betv.>een lines and . joints in the above shall be required and both pipes shall be D. I. P. irrespective of separation. ,.. '.....'~."""" 'w ~ ~ ..-...,. ........ .- - _...... ~.," ~. -,~ "' .. .. "'~"l!"', _...." - ..... I" DIAMETER TYPE "K" COPPER 3 II 14 GATE VALVE NATIJRAL GROUND '<T C\I \ I ~ z ~ \' \' '/~ .. . !. N IW' .- 1,-., 0\ 10\' = ! :' THE EXCAVATED HOLE FOR THIS INSTALLATION SHALL BE BACKFILLED TO NATURAL GiH PRIOR TO DISCHARGING ANY WATER ON THE GROUND :3: ::S:' H.>,' Z :x CORPORATION STOP-AFTER SAMPLING IS COMPLqE, SHUT-OFF CORP. STOp' REMOV;:- TPP''JG, AND PLUG CORP. STOF WITH MUELLER BRASS PLUG . ...... " , WATER MAIN DouaE STRAP TAPPING SADDLE -AWWA TI NO DIRECT TAPS SHALL BE ALLOWED NOTE: When a Sample Point is removed and plugged Lt must be inspected by a City Inspector. t.o. OJ.ft M'lN. 10'-OM ro'-O. WATER MAIN ~I NOTE OtJCTILIIRON PIPE AS NECESSARY SANITARY KW!lt MAIIII .. . , . o I .0 ~ ~ -: .0 .~ I .0 lOTESI , SEWER CROSSINGS UlIIOEIIt WATP "A'NS SHALL . UIO TO "'CMDI . MlHlNUM VERTICAL OfSTANClE Off 18 IMCHI:i BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE M"I"'TAlNED. ruE CROSSING SHALl.. BE ARRANGED SO THAT THE SEWER PIPE JOfNTS AND WATER MAIN JOINTS ARE EOUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET PES BETWEEN ANY TWO JOINTS AND BOru PIPES SKAU. BE OJ.P. WHERE THERE IS NO ALTERNATIVE TO SEWER PI CROSSING OVER A WATER MAIN. THE CRITERIA. FOR MINIMUM SE..,.RATION BETWEEN LINES AND JOINTS IN THE: ABOVE SHALL BE REOVlRED AND BO\H PIPES BE OJP. IRRESPECTIVE OF SEPARATION. l MAINTAIN 10 I'!ET HORIZONTAl.. DISTANCE BETWEEN WATER AND S€WEft MAINS AS A WlNtMUM. 1. FORCE MAIN CROSSING WATER' MAIN SHALL lIE LAID TO PROVIDE A MINIMUM VERllCAL OlSTANCE OF 'I INCHES BETWEEN ruE OUTSJOE OF THE fORCE MAIN ANO THE OUTSIDE OF THE WATER MAIN WITH WATER MAIN CROSSING OVER FORCE IoIAIN. WATER MAIN - SANITARY SEWER CONFLICT TIIIA"IC Alllt" ..J i 0' 111,5[11 "1"[ COVER """"[0 .S. MAT"'H !xIST, SUII"ACI CONCRETE AU, AROU"O Z :II C,l. VALVE lOll AND LID Otl! cu.,e TAIID 0' CONc..nl (NCAS[WENT, ICE!" CL[A.. '110" HOIIIZO"UL. ,.1"[ ... .. N 4".4,."VC ELIO"" J .'x 4 ~"5. ..., C, .'1'1 r - I \ T iJ_ .. , Y. c.. ...,.~ ,",V,C, CAP AT TE....'/4U. C LEANOUT OETA I L J:,)7ES: .. 8l.0CI( ..J ElliS TING Pf>E" . TAPPING SlEEVE TAPP!~ valVE , ~~ I .~ ~ ' " I -{ ,.. PRE SSURf GAGE. , , TYPICAL TAPPING VALVE' -- SLEEVE DETAIL" - N T S PHILLIPS 6~ DRISCO " ,'. POLHTHrLEl\[ 3':'Ob Ol\l), ,',' \ < ':.: ~. '.' ~"..' ! '. . ..;~.~ ;.~~. .~. ~~.)~, .' --~\r- I ~: ."":~'f:: :':~ . ~ . .~ -- - 'W j) :"~ ./.::.~ 00. t ..... ': ':..' '::~' . ~ . "\. .'.:...;:..,.. 1~" x 1" x 1" ~ye \ '8 ~ '.' ,r,n --~'r ~--.....: , ,j~'" , ~- ; \oiJ.TER K!t.I~ ,- 2 STRAP SADDLE \oiITH , ~ MUELLER TllREIJlS ~::r:\']cr U!:'! m: 7r.!: CUSTm:::F. 51Dr TO EE COl;!:ECTED , BEFORE JHE t~TER ]S I~STALl~D. , It. ;'P?i\OPP'1J.,n; siZt::., . ~ 1 FORD Y.::TER ),OI:! TO ~r: ,~~...,- ~ _v.,:.,.J.~- ; ll;STAtlE., AXO S..;Pill!:D ~~~:~ ~jl.;.-.3';'I. rllY IHE CO:\,rr.;.C7(\;:~.-;' ~ETER BOX TO !t l~SlALl!:O J.!>!) Si.:Pi'lHD =-Y TEE cO::n_;C10R. 1. All bU5hin~s or r~duceTs shall be brass, 2, 1;0 taps on ':ItET zr,Iins to be !;paller than I" 3, Hou~e ~ide 0' ~eteT must be connect~d b~foTe the m~ter is in~tlll~d, I., Appropri;:!te si~E:' meteT )'ol.e is to be furnished and insta])(:d b)' ,toe' conlTioctor. 5. Xeter boxes to be fUTnished ;:!nd inst2l1(:d by the contractor f1~sh to 50G~l:c! sur f dCC. TYPICAL CONNECTION FOR MULTIPLE SERVICES -c-'1't------- ,~ u,_ __ . __~' I J,tE:O'ANIr.AL JOINT TEE "ARIE 5 ____.. _____,_ ------i I. , 4 ~i ' p'J"'P[ R '1QI Zt.. E' _, _ ,_____ FACING ACCESS ~/'II AND (2) 2/Z. HOSE 'IOZZUS GROUND GR PA~E"'E:~T S"ilF:'CE: ' l~ .#J '1DISTURBE:C) j SO," . ~,. DuC':'ILE IROP04 NOTES; I HYDRAP04T SHALL. BE INSTALLED PLUMB AND TRUE: 2 THE SAME: MODEL AND COLOR HYDRANT SHALL BF: uSEO THROUGHOUT CURRENT CONTRACT PHASE 3 VALVE SHALL BE PLACED ADJACENT TO MAIN, TlfD TO TEE . ANCHOR TEES ARE PERl,lITTE:D ~ ALL HYDRANTS SHALL BE T[['O 0" Of lot'INe; I) OoiyDRANTS SHAL L NOT SF. Pl ACE 0 IN 'Nlf WAI ICe;, ROADWAYS OR SIIC[PATHS "'" ....,.. ;....." r "'" i<t:VI:;ll)N~, \... ~ FINISHED GRADE . ~ = l~J (f) n: w w z (9 z w <t 00 r-n 0:::0 Ow -.J LLt{) hI'- O:::t{) W......... ~I'- 0...0 =>~ J zl i '0 .., UNDISTURBED SOIL .. . .... ~.~ ~ ~ ~ i -<...j ~ l~J . J ._~ ....,.- , ~ ~ ~ t'-rJ C) z !:i :J (f) Z o u TYPICAL FIRE HYDRANT INSTALLATION i_ I ..[ "'I cO\'[" C.I 0" B"O..U L 'U"KEO ''''&TE''''. "SE"'E",-: TO~ 0' IIII.\'["'(..T 2.'__ I ~, ADJUSTABLE IALVE BO' (INSIDE SCQE'''' T'TP( l sOUARr ",UT A'P"OV[O ..ECHA",'CAL JO'NT VALVE 1 CONCIIETE 1tt..0CKI..G NOTE CO"C"ETE eOUA" i zl" - . ~ 2 O;"N "',.. I I I ---1 CONC"ETE COlLA" IS ..OT "EQU'''ED ,.. PAVED A"EAS " PAvr"'EOlT SU"'AC[ IS "N'SHEO PII'O" TO COOlOITIOOlAL "OlAL INSPECTION TYPICAL VALVE SETTING CROSS TEE WITH PLUG uoos 'U".EO s""" W.'" TMOIll[ SS I1CRfTl.,' ~ TYPICAL SECTION CROSS WITH PLUC PIPE 90' (LOOW ~5'ELBOW 22','ELOO\<l 1I~~.nDOW Iwrn T(ES ' Pt..UGS 01", CONCRETE CONCRE TE CONCRETE CONCRETE CONCRETE COHCR~TE (inol ( C\o N, l. lcu." I lcu, I'" ( <'-','l) ( cod U (c", f, 1 o , o , 0' o . o. o . . , 0 I 0 10 .0 1 0 I 0 . , 1 I 0 '.0 1,0 . 0 .0 6 2 . , . 10 '0 . 0 . 0 e . 6 2 , . , 1.0 , , , , 10 r , , . '0 1.0 , . , . 1 2 .00 , , 2' I , , r r r ,. I< 1 , , " 10 '00 100 16 'e , '00 '6 16 ,) . I). ,e 2' . 12 , 6' , , '6 . 166 20 lee " , eo . r 200 100 z. ., 7 zz ) '02 , , lIO 1t0 C"\.CUl"'''o...~ ..5(0 0" 1)0' S I rlJt(S1.ulllt( ANO :000 ~ s , so.\,. 8( ..".fitG ""''''1 I '.....UST .lOC.S StoU.~&. e( r()lt..,<O AND "Ou"l(O "0"""$' UNOST"....(O so.", C(fP ',' .0lfS CU..... 0' CONC"(l(, ."Ar",(o '"~ "'SOUU.. '0<1 'UOVO( ACCESS, I .('Otlt( fIOUtItl"'. P't.uG$ '''A\-\. e( ......"'..to .,TN v'SOulr.. AHO .. eo.fItO lIl\.&C(O.. '-0.' ) (0tC"('( SMAll I( I)O()"S. W.N, TYPI CAL THRUST BLOC KS FOR PRESSURE PIPING cr{~ () Z ~ 0: g l1.. ... ~ w t- UJ >- (f) 0:: W ~ ~ o 0- o W -1 0- 0- <! :I: U <X: lLJ m Z o ..... z ~ o m r ~ :r: - . . -< . ,. .. ~ . .0:: W 3: >- _. w en z en ~ '"':) en --I <:; ...J v - ~ d5 ~ w >- Q ~ 0:: c. W ;,.; z :I: l- ~ '"':) - <t ;,.; " 3= - 0 en I ~l.D <N I - \.. ~ JOB No. 8911 -156 'I SHEET No. ~~: r 111 ~ . . ~ . f'\ . :;' e " . . .. , .. - . '" ^ , ., .. . , .. ~ ,.Jl .", !v' '~ . ',," ... . " -~, ~~ '-... . ., ~ "'-.., .~ ,; _ .-'t- " .! 1 '~ ... ,. ,r~'1 .:1 ;, "'t .; ~. ..,..... 4"""" , ,~ .>i' , --~_... 4" --- -~ - ,'W ___ ".~::::.~ J _, "I - -.~ '- ..w..... __ _ __ _. ...~.-- ...----- .,., ._~~~~.. !~"'T.""""'--'~-~;;;.".. ......".. ~ r I CONSTRUCTION PLANS AND SPECIFICATIONS DEVELOPER..: FOR BOYNTON BEACH, FLORIDA , SECTION 1~ TOWNSHIP 45 S, RANGE 43E APPLIED POLYMER SYSTEM, INC. 2800 High Ridge Road Boynton Beach, Flori da 33426 - ~ ~ ......"... sUG A.O ....~"...~" 0 w { . .,".' ~ I ntCE"v~;;\\ IJH.""~~"'~S ~~ I .... -: Pt::.""." I,.""."..,. · iil;;l A.U'''''\~pOC L' A'l t: WOOlCM[S'(F I ~ ''f{..;J~ .,l'l~ ~- -I I - _ vo!~@~:.."L :;; ~ C~:'A! I B,.,I f '. ...' ~ .~rd IE ~ 'Il"C'""WY 'filtH" All ~ ~ c.....e~JGE R ~"i'; ~.,. ~. 9.!!JrRD[RfIt(WT I !;kUNCTT sT'''' ~J .AR1'a!1 \ . ... oYS'!t~~...O~Tt:R , I 'ALOMIN() OIl .~.",.,,::> ~ ~~ '5 tij ."'';f~~ tr', I ii fl~ t ~ IIEIIYST :Sf"Er." -{]~"f.C' -- ~:! t ,", ~:!' INTA LUCES ARTESIAN ~ DO MA'" w' 51!!: .,;~o Ii ~ ,,~c..\ '~_ ?,t ~ . < ~ LJ ~ T ~ ~ jS~ ~1. C~TJ. _ ..L..: _~ "" :; ~ I ~H AMe.. Ac.ob Vi 0 AR' _' " 1 \,1=':: :i .1"7" Z.'cJ/.~1 ~ - T ~CHOOL RIT..:E _ _ . 9f:1r. _ .'~ ': -rHYPOLUknii>, i? 1.if1.~'"'Ii?~. ~I~_I.J_'L-~ Jtr,. 1 f N r ""l r I~ I> 3 IWI? H'~HRl ogE ~m "'~'"I:'l~ :::~;;:J SHOPPING L i." "'-Eb:ff~~.~!.o-:>.L~ : I I l I ~ ~ I ~ CONTFlY LUtI ~ ' t." .~~ _::,:r lO." CENTE~R -- '-'- -- ~ un,,:. ......K . ~ ' SHOPPIN fJr~ ~ ~'" ~.c . I '.e . ' I CENTii ;:, /~ _ _ ' TIlE('~" or.'..~..!. : ~ c " ,UBIlA/tY'. " ! 1ft, ~ S: ~ ... '4o ~ 0 IX :z: '-:' ' or.... .. ; . _ - I.____J "'5~ 0 }~~ 1 CEM I ~ ~(~r."~l1l' HYPOLUXI){" : ~! J: '~I GA e' ..,. ~ ru7 I .. Q LI' ~..d ~ ' " ,,(.j. j W CHE TE :tio < DR 'Ill I ,> /' ~ ~}.:r ., ~ w Iii ' ~.. '" ::, ~ , I" I III ~,~ dd~1 1 TOMATOEft01 0 ~"'F'CC"I:;;;';,!!!: -,' I"., ~ f t',Q ~t III r:!''L ~~~ BO"NTOII I . .. ME"'H''''Ei RDO~ ~ _ "" z, I. ~I\ I . . ~= ~"~' I jCll'"'''' " il,b r~~~ :r II: ".li!..: I, :5' f I ------.., ~."!"'.."'. ,.J!"~~ ~1~t:)Q~-.I. 0, LAKES I ; .~'~"''''''OIN --.:, I~~~~o ..JI:~ W NE""" ",,' 1 r~~"~ i ~ I ~)THE~~\}; z3 ""0" , I >BI.V'J!fW 'A"~~ff2!..1f RCi.JJ ...~ Q tpE"R"" '''. ,-~f ~ I . . 0 i 1- I g I DR ci:.!'L~I~ ~o 0 cn~ t-ot W ~~ ~ I ~'f c:1' ~ i\ _~C! ,.'f::'j MEAD~~ 'RI\~J; ~ ~ AR1'CIll I ii ~ ~g~ ~~ ~ III ~~"W" >0 ~ ~~ ~ ..... ) I ' . ~L_' " ~ A~~ -',,/" .._~~ I I,.~.:.. < c ~ ~LnIA,TO .ol.... ,..... I'~ 1&. ~ -:-:ZA ~..It .,c.~\Jl'{" ~~:?-"~'" :r - .~ g tj :; ~, " PE_4K RO ;:;:!li1I~'f, ,..~ I.. _ ~,S ,"\ 01 ,,'''.000 <:..' 'YCI ~..~!< ~ D1LN l:r _ 1J't" ....T '!2.......Jo .~, '" . , - A ~ """"--C'iR.AQ. C'~ ~'i'T1l: \. "9 t", / "'-jz I LJtol r~.a.:'~Go.i tG>f."jO~r otO '':> Y'V'lj-J 1 . ~DA at ~R eHA lE ~=[~I~N - z t .' - :> ..... 2:'0< ~ . ... Pll'W ClR IE: l BA EEL <; C l ~-.; ....1 I 5 P~1IlII ~ OGE~ RD l;n:~io'cx: ':--a-- ,'~ '! ~ ; PUR IAN U l>: B YTREE ~ L"Ii' .m.t .J' " .' r_ MIIoE'R Vi[ Ro~!01~,8 I r '" 1 0.,'..... :=" "rrr~~'~~~~~ ~:,-:.ri'~ i--- - -)--1- "t"'!!tll..~~Ni;;:: ~ .W?JliG I1~M'N()'~l" ;,',~" :' '~f)' >> ' Ui ',~ I ~ ISA$ I - '" ',"~E 27 ;a: I ! I.. ~ ' ^ .. IN~tR LAG I L___ --- l.:n ~ AVo NE 26,L A\ ---- ~ ' ~ " ': rJ/G1 .! is l~ P lMA$ Z ~ t.\ ~t 1...1.... o. -- --4 It I$lAS ._1...' z -' '" J ~1r.,lu'" ~'MIC RO ,I ; IIJSOU11!.!ii .. SA_DlSEA ~ Il;;: FlORES PROI.~''''I ~T N~W t:; 8,,' ~,~~tH~\ 'POTT R: r:l EST IIHP", . VILlAGE MHP ~ 'L-,' u ' i ~- I S'C N 'E ,:;J::r':r ~ I' . :u ~~ ~ ~ ~ I. O~A ~(..f~t;,~ ~ Lake~. u t ~, ~..Y ~27TM ~ AV NW DOS IAGOS / PARK. I~ ~ ].1!AL\!.;;ID' \... __ ~,' '0 ~' 0* ~ zn~"'\lJ: Q 0 II) .... "'~~~IST1..!&;:;.:1, 1-1 Z n. L.Af(DlMHA'II8I>> I ~ . >at! .~~~CTJ: ..... ~ ~ J w ~ I- I ~'~~' PALMA! , '.'_-'1- .;. ~c,,~, o. ~.': ,~,~ ~ :w I j : : Z ~ ~ ~ I ~'?~' It I;;' ::>,,~ PAR~ , rr vnllo ( A 1 A ~;:I~",~ "NO W, N ..... r'Nn J NW 9 H 20T z AV ::::::::::::'1-1 AV I" ,,",'.:' , ". I ~ ~';Ol.;r :: ow: :OTOROLA \ B 0 yP.*-O N \"~ ~ A~ '" 37 OAK ST \ r- -=.- ~:::::::. ~ ::::'::: L.._ i" . " ' !~~~irirfN ~ z~- BOYNTON I,;:, 17TH AV '{tt ~ .':]..~ ~31~ ,: ' , . _I.'J~_ -' ~ ~~7T>!~A. - NW ' "'0 r1~~J'E~ <v [v _ ~.~ 1 . ,'. .....; .,: "j j ""'.,:-m InJ ~ r? 16,T;HWY:: ' " BEACH . t~AY)7. NE~. ~ A "U ~ ~.p. ': '...~ ISLAND DR J IS,).'.'..... AV 1l1CKltS ~ ,'H NW ":0 j '~Jif ~ ~; _ ~ ~ ~ :;;I~i~m~ :r "( '5TH I'l; ,'I MAR;g'NORf(;.' ,liTi3" . R AV I AV :01. - ow BEA ~H;; ~: ~ ::c t1 ~ H.Ln~ 'OCEAN IN~ET~RI 9ONITADR~ I " . ' ,,~ =-:-~:V-~t".~, ~Lr ~liif~;c~~ ~,~.~:~,~.~: r<~H~:~:;' f .' IS~NO~,l /. 'At, J IiiESTl !iZ.~AV t~~ .... to \/I AV HPIO~EER. 13TH VELEM." .NE.... . ':-i ., .' z ~ -~, lID ....".:,(1 f' ,( , 05~ . Jl ~" ,'t . :;;1 NW 2THI AV "E 12TH AV' '~..:'~: , ! '~<:/~ I" ,~AV \.\ i!' v,... '" I ~li'fw '" lTH ~AV NC: 11TH AV ~'I c:f~v;; I ' RC ~~'PINE RIDGE \ ~ ~ ~ H AV :;; NN OTH H AV NE hOTH AV ~~RO', ~ISH!!'.~ i .. .~~NOREEN AV '-: -L.::. ~ i= ~ .,NW 9TH AV CEM.. ,NE 9T- . AV . (" ~~~;f.'1 ,I.. " J? Z oetPO". ITHi ~ -;,~ 8TH .... AV "~~ ~ NE AV '; 1 OVEW!ri: ) I~IDE'A A .. ~I '"" ~ ~ \:-:~ ,_" "E H.'oJ -, ELEu ~ ~ i 95 ..,.:r 7TH loZ VI- NE 7TH AV ' -- r" .. , RUS-'N AV> 0 __ 6TH I' ;3 ZJ '.~'l-~" A; 1~ '/ · 6TH .... /'" 4V' NE -';TH V. C L"""1'i'" BOYNTON ~ll:: _Rn ~'OI:' ~,< Z ~ A. ~ ~ ~ ~ V ~j. ,,~_ 5~~V ~OMMERIEC~' ~.: I ' ~AKWOO[ v(v-OS{ '.O~:'Oiiil~"" ~ "~ !g Nii zi4TH i! "lIVJ<o. NE 4T ~v ~ u t:AN I ( 111M olil' LAKESc VIUAG! < "=*.",:t-n. ~g..'~'" ~~ ~ lqEALL"MXY 13RO AVV :\I. 3'tD...f,:""'rAV . BOY'NTON~' RI [)G E~t \ ' ~ t ,0 SHOPPIJo 0-=-" - l\i 5'1 ~ '", - BEACH PLA TY" " ~ ~ ",. CENT! GO~ ==,..., ,^ - N\~ ND z"., Z A/'j AV r ., 'NoSHOPPI G Cf ".."-E...~, ~ CI H. LL ,; ,2J VI CINITY MAP PRELIMINARY TECHNICAL COMMITTEE f R SITE PLAN RE VI EW Bldg.. Dept. Fire Dept. Eng. Dept. Util. Dept Police Dept. P. W. Dept. Cit9 Planner Ree. Dir. City F ster Hort. .v Date Date Date__ Date__ Date ate Da . CAP~~( fD~D 131 J r :l. 1 {fO 5u D 11 :p-TTJr{, DRAWING INDEX SHEET DESCRIPTION N~ r OF' 5 COVER SHEET' 2 OF 5 GRADING J PAVING a DRAINAGE PLAN ;3 OF 5 WATER AND SANITARY PLAN 4 OF 5 GRADING I PAVING a DRAINAGE DETAILS 5 OF' 5 WATER AND SANITAR'( DETAILS 70P [J/-A r- "'" . ~ =: en .~~ 0:::, W .- W . .... <( ~ Z 0 0 - - rr> ~ (!) ~ 0 Z 0 <.D = W -..J I lJ..LC) ~ ~ I'-- $-t (!) ~l{) Z w...-.. .--r- ~ - ~I'-- ~ -0 a...~ . :) .......... i*{ ::::) J en Z ~ 0 ~ U ~ ...... J \.... ~ , ~ 0 - (j c:: 0 Z ....J - ~ ,. ~ w r- en >- (f) 0:: W ~ ~ 0 0- J: U <t 0 I.LJ W OJ - ..J z 8: 0 ~ z <t r 0 aJ \..... ~ r ~I ~ .....:l < co W C/) ~ .., W ....J :r: ~ 0 en a::: >< co W 0 > W - Z J: 0 C) ~ ..... en U W 0 0 0) Wi e-<<.D <C\J 01 - -... ~ 1.0 / !/7f' SEAL , JOB No. ~ 8911- 156 SHEET No. I OF 5 ...... ~ .,: .....- .", 1...'----- .~~_."""""--iit~. - ~ ... '~ .., , . " ~ Ii . ... . . .. ~ ~ . . ., . . . . ,.,. .. p .. .". .. , ~ . . oJ - --_._-_._._~._.- .- - . ~. _.' "" . - . ...,..,...- ;i~ -~='"I: ... "'u 1 - -.... ~M ~... ~ , ' ..... _","M ,.I ".. _ ,._ , - ..""'l"'-"t!'~ -_.... '.." ............. ~.. '"J'" -., " ......... 'P">~"'-' _ . _ ". __~_, ...n~~ ~'_' ',,_,_.. '_a, _.. ~~,- ---,-' :t' . . ~--~ ~.......... . .. .,' ~" . -. . ... .. cCb tV ~ tt,' , '1, 'J( HIGH RIDGE ROAD 1 I. I I J I I I iY1eONST STOP SIGN a BAR NORTH 340,63 ' -- ~ , I EXISTING METAL BUILDING F.F: EL. 23.19 L&.I ~ Lv I~ o ,.... Q) en >- <( 3:1 \ CONSl: C.B.-2 GRATE EL.21.50 INY EL.1130 ~., tV' -~ ~ CI) :z o (,) ,10 0)' " cO) ~ CONSl: C,B-I GRATE EL. 21.20 ~tt, I * I N\I. E L. I '7. 30 '1, , '1, It) -.:l--4 22.0'1 -I I 22,5 I I 1 ~ f)<.+:> '1,'1, '1,'" x I I ~ '1,'1,' --f. -' =:! a:: ~ CI) => o :z OJ t(Y, 22,7 o f'() / \ ~D< tt,' IV )( .,Cb o rv CONST STOP a BAR 21,7 1.0 +:> I "-.. tV'Y ___ J 21.8 ~--- ~ ~ ::--~_ ,..... C ONST 75 L.F. tJ 0, 4 o~ 21, e--...... ---1--___ -~ -- rt' :>-' 22.0 .,0) c' rv -t> " .1,. .,Co) tV' SOUTH 340.411 c~ q,; ---.J '-- ~ ONST. C,B.-3 GRATE EL,21.50 .. INY El. 17.30 - , -- ,.. ---- -- . .0;. , " " I~ .___ 290.00' NOT INCLUDED -- 290.001 - LJ _ 7 IDOWS ~OBOJNTON " BE~CH ,0 , d Ii, VICINITY MAP z . ,-, __u_n L'~GEND-'--u'p --- -- ' ,-- x EX I 5T ELEV o PROP tLEV . : C'OHTIfJ.CTOR T $ TO -' .." flr;LO VERIfY ~ 6P j~ .1 --- ---- ~ ~ \ \ \ 'r "" REVISIONS \ \ \ \ \ \ \ \... ~ r .., . 1-t = en . "-r-~ a= W .. W . ..... <! =:: Z 0 0 - - t() C) 0:: 0 ~ Z 0 to =:. W -.J I lL..L{) '~ "I"- :-. C) O::L{) Z W - .........~ ~ I"- - - 0 !J D- V . ::> -..- ~ :J J t-r-l en z ~ 0 ~ ,U ~ ."J '" ~ ~ .., <( 0 () a::: 0 Z -.J - lL. ft ~ W ~ en >- en 0:: W ~ >- -I 0 Cl. 0 :L (.) W <( - w -I CD Cl. z 0 Cl. l- e:{ Z >- 0 CD "'- ~ r -., W ~o ~ ....:l~ 0< II u= C/)- Z - <r a::: >- 0 co ~~ d5Z ~-.J Q t!><( 6-1 >< _ ~ a. co - - 0- C:.l::I: Z"J U .. ...... t!> C/) C:.l Z 0 - 0 0 (j) <( C:.l' e-.U) a:: 0<C\J 01 t!> - ... ~ /qo .f)P . / ~ JOB No. .., 8911 - 1 56 SHEET No. 2 OF 5 \0.. ~ r=- ~,~ . ~"- "!"-''''''-..-. .....0. ?""'__..... L > . .o.~- .... . . '* t . ~ . . ~ _____ . _ _.u_~_ _R _ - - .-. ." -. . - '" . .. I) _ . -. .. . o . , ~ ;. ...: :-' -1 ~ II . .;. . ~ ~ '& .. .,., '::-:: k~ [~.....,.~ . ~ ..-..". ,0", _._.. - .. " . .:~:. ':"''':'''''~ !. -::!~ ,.: ,:c.,::. . '.' -- ." " . -..~,-..~. .. __~__.r' ~.. '" EXIST. SAN, M,H, :z <( (f) OPEN CUT PAVEMENT a RESTORE PER DETAIL 1 ~ 'l~ a..; ~~ J0 1[j =co/ ,...: (f) x w ~I r ~d,_ CONSl: a" WET TAP W/SIlX6" TAP SLEEVE a VALVE - o r<> o o EXIST. WATER METER " EXIST. 6 SAN, SERVo I CONTRACTOR TO VERIFY LOCATION a SI EX 1ST. SAN, MH RIM EL. 20,62 INY. EL. 11.30 I I I I ~ I EXIST. f. H'----""'-{,~l I -~......_- ,.~-_. -- , r :--'~ ~ ........~~ . or- "~.,~.._.._........-... ". , --, '. -" .o."" - '.. ""_..". " . ~ .,,,, = HIGH RIDGE ROAD ,. -. - .......... jbi,7lO "i'" .-._~~. ~ 630.,631 -0 co ..t lO EXISTING METAL BUILDING CaNST. SAMPLE POINTS (2 REQ) CON ST. FH. FLG EL.23,O W/4 STANCHIONS '--... I I i "" I ~ONS"T.180 L.F 6"'ntp--' '" . I WM.CROSSOVER SAN~~ 1 /1 J- / / .....-- ........... -- --- --- / ,./" ............. -- -- - --- I . I ;1 '.,' \L- _I~ ,", - . .." -- CONST. co. W/D,I.P RISER a WYE a BRASS CAP -- 6 30. 411 ) ( . + I I '1 I I I I I I I J J I I I I I I I I I I I -T ..J I I I I I , I I I -- __"S< .....___0...... ......... .. .;. ~.,;:'_j (I c~ 7'ft 2i vi"' .,~~~ o ai ~ Vl/1, I R[ .oows '" l}--i\ . . MOTOROLA ,\ BOYNTON BEA'CH VICINITY MAP -~-------.- ~--- - .--~ , \ "" \ \ \ d-:Vl..i ,~: \..... ~ . ..... ~ ...-t :-. .""f (/) a:: .. ~.... w W <! Zoo - - r0 (!)O::o Z -0- <.D - w....J I LL LO ~ I"- (!)D:::LO W 2_1-1"- ~ ~ ~ ::) -, (/) 2 o U .. . .... ..... ...-t ~ -, -- . .j ~.o .... ~ t.J ~ ,- --:-, .,... f . ~ ....... , ~ ~ ~ . ,J z <:( 0 0 0:: Z 0 ..J I.J... .... ~ w r- (f) >- (f) --- 0:: W ~ >- -.J 0 a.. 0 I 0 W <:( - w -.J en a.. z 0 a.. I- <! z r 0 en NOTE: CONTRACTOR IS TO RESTORE R/W TO MATCH EXISTING. 9. dJ LA .' .~.....~. .......r. r "" ..,;0 -- <j- ..-r: II ~- - c::: w 3: >- _. W z(/) ~"J en <..J Z .x ~ d5 <( -l >- a.. - c::: -- W :....:I Z"J .- - - ,.. <( :....: ~ - ~ 0 (1) I ~U) <:N I - "-.. ~ , ..... I', ......( . 8911-156 :: J. ':' ~l 3 OF 5 '.........-.-- "'..." ....-.--...-... -. ~, ,. ... '\ '- ~ ~ ...C) .~ , ..., t . .. .. . , .. ..... wi' il CI _ -- "" '. . Q .. ;,' .. .If) . ..: 1 ~ ~ . ~ . .. . ~ .".., · Ci ~ ~ '-!- -! ~~ ~ . . -,.......~ . ~--,-. w. ~ .~,.. . "......~,.,.., ~..... --.r _ - GENERAL NOTES l~ IHE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXIST- . A~g u~~~Y~I~~O~~~tN~~D~~~R~g~~tRC~~18~ 6~~R~Y~b~CfH~+R~~U~ES CAUSE DAMAGE TO SAID FACILITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS TO '. BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED gy , THE ENGINEER. 3. THE CONTR'h'V..li\ ,)i1ALL NOTIFY THE ENGINEER 24 Il0URS PRIOR TO ANY REQUIREr INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR INSPECTION AND/OR TEST. LI. THE CONTRACTOR SHALL GIVE ADEOUATE NOTiFICATION TO ALL ArFFCTED UTILITY OWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR EXISTING FACILITIES. .. S~ ~~~~R ~~60~~~~R5~tE~~~~~6A~~ET~T~~6~hEi~AXhDB~A~R~~~[~DTSI~H CLEAN GRANULAR SAND OR SELECT MATERIAL APPfWVED BY THE ENGINEER. BACKFILLING SHALL BE IN LAYERS NOT GREATER TIIAN 8" THICKNESS AND , COMPACTED TO 100 PERCENT OF THE /'\AXIMUM DRY [lErI~;ITY AS DETER- MINED BY AASHTO T99-C. 6. ALL WORK SHALL BE PERFORMED I N A WORKMNSHI P ~\ANNER AN[) SHALL /'\EET WITH ALL APPLICABLE CITY,. COUNTY, STATE. AND FEDERAL REGU- LATIONS AND/OR CODES, INCLUDING OSHA, 7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND/OR LlC~~$r-:c: TO CO~~NCE CONSTRUCTION. 8, ALL CONCRETE SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF '3000 PSI OR OTHERWISE NOTED, , · '9. ' ALL REINFORCING STEEL SHALL CONFORM TO ASTMA-615 .l\Nll HAVE A TENSILE STRENGTH OF 60,000 PSI OR OTHERWISE NOTED. ' 10. . THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED ALL FAULTY CONSTRUCTION AND/OR MATERIALS DUfUNG FORESAID PERIOD SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. DRAINAGE 1. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AS PER DETAIL AND IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1982 EDITION. ' 2. PIPE TRENCH SHALL BE DRY WHILE PIPE IS BEING LAID AND TO BE EEDDED PER DETAIL AND IN CONFORMANCE WITH SECTION 430, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CO~ST~UCTION, 1982 EDITION. 3. PIPE TRE~CHES TO BE EXCAVATED AND BACKFILLED IN ACCORDANCE WITH SE.CTION 125, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTiON, 1982 EDITION. 4. THE FOLLOWING PIPES SHALL CONFORM WITH THE APPROPRIATE FOLLOW- ING SECTIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1981 EDITION: 1. REINFORCED CONCRETE PIPE (RCP) ~ SECTIONS 430 AND 941 2. CORRUGATED ALUMINUM PIPE (CAP) - SECTIONS 430 AND 945 3. CORRUGATED STEEL PIPE, (CMP) - SECTIONS 430 AND 943 5. ALL CORRUGATED PIPES SHALL BE INSTALLED WITH MAXIMUM LENGHTS IN ORDER TO l-lINIMIZE JOINTS. 6. ALL CONNECTION EANDS, FOR CORRUGATED PIPES, SHALL BE CORRUGATED, LAP-TYPE, IN CONFORMANCE WITH AASHTO M-196, AND TO BE MADE WATER- TIGHT BY USING A GASKET AT lEAST SIX (6) INCHES WIDE BY 3/4" THICK. ROADWAY 1. SUBGRADE SHALL BE AS SHOWN ON SECTION AND TO BE COMPACTED TO t~l~&~CENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO 2. BASE SIlAlL DE AS SHOWN ON SECTION AND TO DE COMPACTED TO 98 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASllTO T-180. , 3. PRIME COAT SHALL BE APPLIED AT THE RATE OF .15 GALLOr-: PER SQUARE YARD. WIlERE REOUI RED, TACK SHALL BE APPLI ED AT THE RATE OF .08 GALLON PER SQUARE YARD. q. THE CONTRACTOR IS TO SUBMIT ALL REQUIRED TESTS ON SUBGRADE BASE AND SURFACE COURSE MATERIAL PRIOR TO .ANY REQUEST FOR ' PAYMENT. . 5. IF ANY TEST FAILS'TO MEET THEIR SPECIFICATIONS, THE CONTRAC- TOR~ AT illS EXPENSE, SHALL CORRECT ALL DEFICIENT WORK AND SUBMIT TEST RESULTS INDICATING COMPLIANCE WITH THESE SPECI- FICATIONS PRIOR TO ANY REQUEST FOR PAYMENT. 6. ALL UNDERGROUND UTILITIES WITHIN ROADWAY CONSTRUCTION SHALL BE INSTALLED PRIOR TO ROAD CONSTRUCTION. 7. ALL ROADWAY CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FO~ ~OAD AND BRIDGE CONSTRUCTION, 1981 EDITION. CONSTRUCTION ,INSPECTJON_r.HECKPOINTS ROADWAY: THE Cor:TRACTOr. SHALL NOTIFY THE Ef:G!rIEER (PHONE ) FOR I ~;SPECT J C: AT THE FOLlOWI NG CHECf~f)OI rHS: 1. PRIOR TO MIY DEVIATION FROi'i THE APPROVED CIU~DIrIG, PAVING, AND DRAINAGE PLANS, 2, PRIOR TO BACKFILLING OF TRENCHES CONTAI~I~G HYDRAULIC CO~DUITS, SO THAT JOINTS ~AY EE INSPECTED. 3, UPON Cor'lPLET I Oil Cr: THE SUEGRkDE CO~~PACT 10':. q. AT THE TIME OF DELIVERY OF BASE r~TERIAL, 5, UPON COMPLETION OF THE BASE AND PRIOR TO PRIM!NG. Q, IMMEDIATELY PRIOR TO AND DURING THE FIRST APPLICA- TION OF THE ~IXED WEARING SURFACE. 7. UPON COMPLETION nF CONSTRUCTION A FINAL INSPECTION MAY BE MADE WITH THE CONTR~CTOR, llr.... ~ ,-- .- ".. '" _,Ilq:"" ""'--:0-, , .~.~ ~_." .'-- "..,.- ."..."., L .~'.,..~, '"~ J --'''_ "_.,, ,.,.,~._." ~.~ ".4,,,-" . ". ~. ~ ,.~- "'... .... ~_. <"'~_., --- ";;""- --'--- I e"ll sRCONC,COLLAR WITH , No, ~ BAR ~T MAY BE PRECAST 6"118" IF CONC, WALL IS USED /' '1 ~ ,lI~ 'E/. 2 112- II 2 1/2 -II 1/4- '-""'- WITH ~/I6.11.1l6" ~' ANCHOR WELDED AT 6.0,C. FASTE N FILTE R CLOTH TO PIPE WITH ALUMINUM~ :'~TE~R c~~ ; ~~~I~ ( SE~::J ___ ~RAINFIELD I SECTICN -~ ~o~~ I 4R---' .it-J'.'1Rf'-. _/~"tY ~ -='1 ~'" DRAINFIELC ROCK _/ /;- S.CONC. WITH No 4 BARS ~ :w AT 12"OC, - ~.' . -'-- GROUT IF PRECAS' . FILTER CLOTH RriiT' :~~;:A~-;' ,IPE ~ ~~. " ORAINFIELD ROCK) OPEN BOTTOM INLET DETAIL 9" ~ I. "~~::1- ' 1 ~~::~ 5 LINEAR FEET OF ~~ :Q NON" PERFORATED PIPE EACH SIDE "'----_- DRAINF'IELO ROCK N.T.S, NOTE: ALL' CATCH BASINS TO BE OPEN BOTTOM TYPE "e" + / /!/ / / / "?~(.r:'cU/// / A.._ GEOTEXTILE FABRIC APPROVED BY ENGINEER rmrORATEO '.LIJMIHUM, PIP( (!:M plOI\II M' \oJ II: 0( > A 0 ~ ~~ ~".~ .?.,.. .c,,, - , ~ ' 1/2 TO I cnAV(L ORAmrl(LO Ii. , t~,\ nOCK......... q'N ~' \ '_a- J(/~ .. \ -"'. ... ~ -];b'- - ',- L .'.0' I STOR M DRAINFIELD SECTION.- II f-'" MAlt" C. F, .!o ,~ 1) . t l!o, II !o'.10 TVPE INLET .,.. .11. 'c. .0. r, " \' . I 01'-1 , -1 GRATE APPROX. WT. 2 I~ II ~.o I. ..,., II lZ~ LII, NOTES:(I) O'UU, TO II[ CASY I..()tt ""T.. Oll[ III S"O~ CO"T 0' 11[0 l( AD ~"'NT ....0 WIT.. A ',no CO"T TO "'((T 'L". OO.T, S T....DA..O VECA,C..T.()tC "'/lTIQ.[ 'TI,"'Z [DITO.., (II St[ O[TAlL 0' OI'[HIHO IN INL[T 'lOti, III I[V[l[lI 10'(,:ALI. UPOSR COIINt'IS. ~ o [ .. 1'~ . ' . ) '4 )'" 4 ]' - O. ," _n"" .. -.. , - , l' - cr 4 - I ) '0 ) -0 nANDAIID 'NUTS I VZ". I :lZ". v." ANCjJ,( - · CASTING. WI ~/I' ..". ,. ANCHORS W[LO[O~ Al... I.P05CD It " (owe. tOIt~(II' A/" ....0 [O..B TO U I . STANOAItO INl[T ("A"'llleo S/4. /eOLllIIS W/I"). . -!: eONT. ~ "'GIIOUT., . \' , PItC.:.a.5T ,C()LLAIl \,'" IS VS:::o, -s. In .:~'t. 1;" ~J MI , '':'. .'. . ~ "'I ' , .. -- '''CONe, "'.iLL ):7 'OI'II[;)-IH" .;;;;....;.. Pl" C [ :III PIl['. .- (A ST _ ""'4 · .. t' ., ~ II Ot, E.W. , ~ : 10. o . ". ;;: . K -0- ; . .' .c. , '. .. .< ..' . . 1t ... !IH['i[ .....SONIIY . ' . rIJ ",: fl.,l A II0ll>\P ,.,[ ~: ". " " 's uno, VZQ ". (( 1 - PLASHII 10TIt ,:: ' II :. $lOB IS ,"COV"'[D" '.~~, .. 11........___....., " .: "~h' '1-- l ~,.... ',.. I., "_ .~. I~ . . . . .,..' . . '-- . " .... ..... ':',. ,. ;.. I. '.....,.: I :'.'., I' ~ '" ".:-:- ~,--L , , . ~':-t' ~ I ~~~ ~, 'I ~ E ,,~ :'..... ,.,~.L' l'tL. .-r;- .'{"1".,.., '. --r ......:\ ,..., ,... .' .... ."' , ~O, 4j UIIS ' ~ '2 O.C, c.w, CROSS SECTION LONGITUOINAI.. SECTION INLET DETAILS N.T S. 'VARI~~ ,20' PARKING 20J PARKING I ROAD WAY MATCH EXIST, GRADE MAX. .611 (jYP t:.6~ I , :.- ~ ::....J DES'GN GRA DE S AS SHOWN ON PLAN t:',s' 2J, · l ~ c::1 SUR ACE WHEEL STOP I\... J2' SLOPE I./' M~J.T.!.'~ - , . ---..L BASE.... SUBGRAOE .. ..' SURFACE' I~TYPE S-I ASPHALTIC CONCRETE ~ ,(MODIFIED -IBOO Ib STABILITY) .BASE' f/' LIMEROCKI COOUINAlS"'SHELLROCK I SUBGRADE · 12- COMPACTED (30 FSVl ~ . TYP. PARKING SECTION EXT, 90. CROSS A EXT. CAP FOR . I ANY IT, I W/LOCKING SLOTS /1 UCHANNELPOST 1-40 IlltoClIElS ~ll"DU .:; M.l.'S/4. . '~'51.": /1=1- r -r-, ~ '1'...-1 ;(1 ~~ ~ 1'"1 nUL CH"N~L C::!.i ~l I If ~ ~ -r. ~i \ POST (... .p.e) ~II----j . STOP ~.....:: ~'"4. ,J.. ","",f: . .. /' 'S-o'" \t ~."A R fo , ?;:; 116 'fo, ,,.- HEX NUT OIMENSoOff TOLERANCE 2,00 'S.OO . ~ ::: ~ "',2: fl ;.. TOP VIEW 'A' "'S/'SZ' 1'15/52" I'US. "..' ,.. I -1 '.' .'I/S. 'S-I/I'" 5'IIZ" ~ L 0- HEX BOLT _I ~I" 'c' '-1"'- 1'913Z" I' ~/II;" t I': 0.. ~\t. 101 . - t/3Z. 3/t6. 7/32" 511&- ALLEN IC" " REAR VIEW CHANNEL POST ,_POST Lh/TYPICAL STOP SIGM PLACEMENT ..., "'114. , f !lI8-R I d"Z5I'SZ. : ! j '.'SI'Sz" ~'S-'SI4. f 'lJi I'N! A / J ,...... ~1I.'1l l..: 1 GENERAL SPECIFICATIONS ,~J.::a EXTRUOEO BLAOE SECTION , .....,. H!J~~~m:D.~~~~4i&,~~~.'.ttJ;~r"III"H WITH .Z277 GAEEN SCOTCltltTE .ACKGAOUND DR EQUAL, DlMENSION,.-.'H. Z4 .'iO' OA 16 'l, ~J~~"..~~;A~~,~V:= I'~:'E:QUA~! :~l~IX - t. SER'ES A' ABOVE, ~~~Kg:~~n:,~Jti~S c~~~IH:E:~ST WITH BAi<Eb GRUH ..lIlYD (lHIS'1 PER A,S,T,", - A"ltS WITHOUT ANCHOR PLATES, SEE DETAIL SHEET, i~H'i~Af'R~~~OM~:tD S~~~'l 'SO'(HION INTOlIITTI k~!;"'J~"2f::' PEll IIITEllSICTION AS INDICATED '0- , T :: /CONC, lASE U.. ".. ~,' : :: , , ... AT llADIUS WH[ H POS $I11l( ."lIUllAl TYPI CAL STREET NAME SIGN WITH STOP SIGN II ofJ leX ""' ~ " \ \ ,. R.EVISIONS ""' , \ \ \ ........ ~ ,. "'" . 1-t =: C/) .,...~ a:: w .. w . .... <( := z 0 0 - - ro ~ (!) 0: 0 Z' 0 <.D =::. w ..J I l.L.LO ~ AI'- ~ (!) O:LO Z W - .,...~ - ~ I'- ~ - 0 a... . :J ~ '-"" ,L.~ => J . ....,- C/) z ~ 0 ~ u ~ ,"J "-- ~ ,. " <( . 0 u - 0: Z 0 - ...J l.L .. :E w ~ en >- en 0:: w :E ~ 0 a... :I: 0 U <( W w - OJ ...J z a.. 0 a... ~ <( z >- 0 OJ "-. ~ ~ ..., W C!) ~ <( ...... -- co ~ en ~~ --I ~...J (!) 0 - Z ~ - ~ W >- co 0 0 a: w- z- l?:I: .. ......J (!) U) W Z 0 - 0 0 <( m WI a:: e-<w -<C\J C) 0, - ~ ~ j/)/iP SEAL ~ ..., JOB No_ 8911- 156 SHEET No, 4 OF 5 ~/~ / """" F~"' 11'}"'" - ~ . ~- - , 'I "" , ; t .. .. /0 \ t) & lit t"""" " .... -." - ... } '.. .. .. . .. ... ~ ) ~. I~" ...., ~ , } :0 ~ -' l.; , .., ,r' . . '~ ~~ L1Jl -. "" ~. ..,...~.;!"",,-..~~J.,~'!S'""" .- '.' ---- -, - - - r WATER DISTRIBUTION SYSTEMS 1. EXCAVATION SHALL BE TO REQUIRED DEPTHS AND ALL SURPLUS MATER- IAL NOT REQUIRED FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED BY THE CONTRACTOR. PRIOR TO COMPLETE BACKFILLING~ EACH JOINT SHALL BE LEFT EXPOSED FOR VISUAL OBSERVATION BY THE ENGINEER DURING TEST OPERATIONS. MINIMUM COVER OVER WATER MAINS SHALL BE 30 INCHES. MINIMUM COVER OVER WATER SERVICES SHALL BE 24 INCHES. POLYVINYL CHLORIDE PIPE (PVC) AND COUPLINGS SHALL BE PVC 1120, SDR 18, CLASS 250 HAVING AN OUTSIDE DIAMETER (00) DIMENSION OF DUCTILE IRON PIPE (DIP) AND TO CONFOro1 WITH AWWA C-900-81. PIPE AND COUPLING SHALL BEAR IDENTIFICATION MARKING IN ACCOR6- ANCE WITH AWWA C-900-81. PVC PIPE SHALL BE JOINED BY RUBBER GASKET COUPLING CONFORMING ~?p~S!~AeL3eO~~ORMSt8R~~~~~~~~kt~3RE~~DCb~~t~~L~ttg~~~D~~C TIONS AND INSTRUCTIONS. DUCTILE IRON PIPE SHALL BE CLASS 50 AND AWWA C-151-81 LINED PER AWWA C-104-81 AND WITH FITTING CONFORMING TO AWWA C-I00-81 AND INSTALL{O PER AWWA C-600-81. ALL GATE VALVES SHALL BE RATED FOR 150 PSI WORKING PRESSURE AND BE IRON BODY, BRONZE MOUNTED! DOUBLE DISK, PAHALLEL SEAL NON- RISING STEM. ~ALVE BOXES SHALL BE CAST IRON WITH THE WORD ~1~~~~t~Sty~~ ~?~~R'S~A~N~~T~I~60~~.DI~~tT~~tEA~~L~~~ SHALL CONFORM TO THE REQUIREMENT OF AWWA C-500-81. ALL FITTINGS SHALL BE MECHANICAL JOINT, CAST IRON) CONFORMING TO THE REQUIREMENTS OF AWWA C-I10-81. TEST OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA C-600-81. AFTER THE PIPE HAS BEEN LAID AND TRENCH PARTIALLY BACKFILLED. THE PIPELINE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF 150 PSIG FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS. ALL JOINTS AND FITTINGS SHALL BE INSPECTED, AND ALL VISIBLE LEAKS SHALL BE REPAIRED. DURING THIS PERIOD LEAKAGE SHALL NOT EX- CEED ~ GALLONS/MILE/l HOUR/INCH DIAMETER OF PIPE PER CURRENT. AWWA LEAKAGE SPECIFICATIONS. THE CONTRACTOR SHALL CORRECT THE DEFECTIVE WORK UNTIL THE LEAKAGE IS REDUCED TO WITHIN ALLOW- ABLE LIMITS. CORRECTIVE WORK SHALL NOT INCLUDE MORE THAN ONE (1) ~I.J, SLEEVE PER FIFTY (50) PIPE JOINTS AND/OR ONE THOUSAND (1000) L,F, OF PIPE. DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA BULLETIN 601. PALM BEACH COUNTY HEALTH DEPARTMENT FIELD DIREC- TIVE fl10l AND SHALL SATISFY ALL FLORIDA STATE DEPARTMENT OF ENVIRONMENTAL REGULATIONS AND THE APPROPRIATE UTILITY. ALL SERVICES SHALL BE INSTALLED BY THE CONTRACTOR TO THE METER LOCATION, ALL WATER METERS AND BOXES SHALL BE PROVIDED BY THE APPROPRIATE UTILITY AT THE DEVELOPERS EXPENSE, A PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO ANY CONSTRUC- TION, THE APPROPRIATE UTILITY SHALL BE NOTIFIED 48 HOURS PRIOR TO PRESSURE TEST. A MINIMUM OF 18N VERTICAL SEPARATION BETWEEN ALL PIPES (SANI- TARY, STORM AND WATER). 6N ABSOLUTE MINIMUM WITH DIP WHEN NECESSARY. SHALL BE MAINTAINED. A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN WATER MAIN AND SANITARY SEWER OR FORCE MAINS SHALL BE MAINTAINED. 2. 3. Lt. 5. 6. 7. s. 9. 10. 11. 12. 13. 14, Valves I 'fittings (450 I 900;' ..and T',s) in water mains, 'a 'hign "range APe water: marker placed under the fitting. 15. : . Sev.'er c:rossin~s under wate~ mains shall be laid to provide a In7n1nn.lll\ vertlCal dlstance of 18 lnches between the invert of the upper plpe and the crown of the lower pipe. Where this minimum separation cannot be maintained, the crossing shall be arranged so that the sewer pipe .joint,s and water main joints are equidistant from the point of crosslng Wl. th no less than 10 feet between any tv..o joints and both pir:es shall be D.LP. Where there is no alternative to sewer pipes crossing over a water main, the criteria for minimum separation between lines and joints in the above shall be required and both pipes shall be D. I. P. irrespective of separation. . NOTE: WATER DISTR I BUTION SYSTEM SHCULD CONFORM TO' CITY OF BOYNTON eCH,WATER DEPARTMENT SPECIFICATIONS. ~~:nTARY SE\~AGE (OLLECTION SY~JEI~ , 1. ALL VITRIFIED CLAY PIPE SHALL BE "EXTRA STRENGTH" COUFORf'iIHG ' TO ASTi'i (-700 Arm SHALL BE., LAID TO SPECIFJED ALlGW'iENT AND GRADE WITH TYPE I I I CO:,'IPRESSJVE JOllHS CONFORI11NG WITH AST/1 C-q25. 2. DUCTILE IRON PIPE (DIP) MATERIAL! CONSTRUCTIOH~ AND PERFORMANCE REQUIREMENTS SHALL BE THE SAME A~ HEREON LISTED UNDER WATER DISTRIBUTION SYSTEM. 3. PIPE TRENCH AND MANHOLE EXCAVATION SHALL BE DRY WHILE PIPE IS BEING LAID AND/OR MANHOLE IS BEING BUILT. DEWATERING OPERA- TIONS SHALL CONTINUE UNTIL BACKFILLING IS COMPLETE. Lt. BACKFILL AROUND THE PIPE TO DEPTH OF ONE FOOT ABOVE THE PIPE SHALL BE COMPACTED TO NOT LESS THAN 98 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180. THE REMAINING BACKFlLL SHALL BE COMPACTED TO NOT LESS THAN 98 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180. 5. INFILTRATION SHALL BE LESS' THAN 250 GALLONS PER INCH DIAMETER PER 24 HOURS PER MILE OF GRAVITY SEWER PIPE BELOW WATER TABLE AT T 1I1E TEST! NG , 6, EXFILTRATION SHALL BE LESS THAN 250 GALLONS PER INCH DIAMETER PER 2~ HOURS PER MILE OF GRAVITY SEWER PIPE ABOVE WATER TABLE AT-TIME OF TESTING. 7; FORCE MAIN CONSTRUCTION, MATERIAL~ AND PERFORMANCE REQUIRE- MENTS SHALL BE THE SAME AS HEREON LISTED FOR WATER DISTRIBUTION SYSTEM. 8. MANHOLES SHALL BE CONSTRUCTED USING PRECAST REINFORCED CONCRETE MANHOLE SECTIONS ACCORDING TO CURRENT EDITION OF ASTM C-487. PREFORMED FLEXIBLE BITUMASTIC JOINT SEALANT SHALL BE USED AT INSIDE AND OUTSIDE OF,ALL JOINTS. . 9. WHERE WATER AND SEWER CROSS WITH LESS THAN 18- VERTICAL CLEAR- ANCE AND/OR WHERE WATER MAIN CROSSES UNDER A SANITARY SEWER1 n SEWER SHALL OE 20 FEET OF DUClI LE I RON PIPE CENTERED ON THE POINT OF CROSSING WITII NO JOINTS AT LEAST Id FROM THE POINT OF CROSSING. . 10. FORCE MAIII CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINI" MUM VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE OUTSIDE OF WATER MAIN AND THE OUTSIDE OF FORCE MAIN, It. All sanitary sel"cr \"ill be T.V. inspect cd by city crew at the developerJs expense. 12, Sev;er crossings under water mains shall be laid to provide a ~irm.m vertical distanre of 18 inches between the invert of the upper plpe and the cravn of the lower pipe. Where this minimum separation cannot be maintained, the crossing shall te arranged so that the sewer pipe joints and water main joints are equidistant fran the point of crossin;r with no less than 10 feet between any two joints and both pipes shall be D.l.P. Where there is no alternative to sewer pipes crossing over a water main, the criteria for minimum separation be~en lines and 'joints in the above shall re required and both pipes shall be D. I. P . irrespective of separation. ... --'I,L~-.~ .- .~" j,1 . ... ~.......,.""- -, - .-. '"' '-, ..., ~"-".~" . ". _ ..._____'._ ~T""""':""':.it.__ ~ ' ...-, ~ L , -'- ,_..' J'""'__.r.... ,~'.' - , . 111 DIAMETER TYPE ilK" COPPER 0, , ; 'N iw. - '-, I . I , 0' 10'" - I _' - ' - ~ ~' H ,)>" Z :x . . ~;' ...: ~ '3J~' GATE VALVE...., I \ ~~~ NATURAL GROUND~ ''''/lI'VY/^V/k\yI/''i. "', 0:- N ~ \''';'~ THE EXCAVATED HOLE FOR THIS IN STALLAflON SHALL BE BACKFILLED TO NATURAL GRI PRIOR TO DISCHARGING ANY WATER ON THE GROUND ,j / I Kx~L~ V'YA~ CORPORATION STOP-AFTER SAMPLING IS COMPL~E, SHUT-OFF CORP. STOP, REMOVl" TIIP'''JG, AND PLUG CORP. STOF WITH MUELLER BRASS PLUG WATER MAIN DOUBLE STRAP TAPPING SADDLE -AWW,", TI NO DIRECT TAPS SHALL BE ALLOWED NOTE: When a Sample Point is removed and plugged It must be inspected by a City Inspector. 20' DJ_P. MIN, 10' - o. 10'-0. , I WATER MAIN I I , I · III 1I'1......t~: If'L J SEE NOTE""""""- .J.. ,DUCTILE IRON PIPE AS NECESSARY SANITARY SEWER MAIN ,.... ... . , r- . o I .0 ~ r- a '" III III IIf In.. ~ . , . . . .111 I -llr Cl: '0 I '0 ci "0 ~ ~ r- --. .-' ~ l SEWER CROSSINGS UNO!R WATEIt MAINS SKALL BE LAID TO PROVIDE A MtNlM~ vERTICAL DISTANCE OF II INatd BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LO)VER PIPE. WHERE THIS MINIMUM , SEPARATION CANNOT BE MAINTAINED, lliE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE "O'NTS I AND WATER MAIN JOINTS ARE EOUIDISTANT fROM THE POINT Of CROSSING WITH NO LESS THAN 10 FEET _ BETWEEN ANY TWO JOINTS AND BOlli PIPES SHALL BE OJ.P. WHERE THERE IS NO ALTERNATIVE TO SEWER PIP...", I CROSSING OVER A WATER MAIN. THE CRITERIA fOR MINIMUM SEPARATION BETWE~ LINES AND JOINTS IN THE ABOVE SHALL BE REOU1REO AND BO~ PIPES BE OJP. IRRESPECTIVE OF SEPARATION. . t ~AINTAIN 10 FEET HORIlONTAL DISTANCE BETWEEN WATER ANO SEWER MAINS AS A MINIMUM. S. FORCE MAIN CROSSING WATER'M"IN SHALL eE LAID TO PROVIDE A MINIMUM VERTlCAL DISTANCE OF 18 INCHES BETWEEN mE OUTSIDE OF THE fORCE MAIN AND THE OUTSIDE OF THE WATER MAIN WITH WATER MAIN CROSSIIoIG OVER FORCE MAIN. WATER MAIN - SANITARY SEWER CONFLICT T IIA""e 1011(10 ..J .....~ 0' "15[11 "'''! . rCOV[II NAIIIC!O . S' I ' ""T"H UIST, SU"'ACe: w ~".' I ....~;. .~'. I < 00'. ,q' ..'. . 4 1100 , CONCllfTl ALl. AIIOUIIO z ;Z C,I VALV! IIOX--- AND LID ... ~ ONl CUIIC 'YA"D 0' CONC"[T[ r l' '((NCASfWfNT, x((, CL[AII ,'.oO',~ i ;)', ,''ow HOAIZONTAL p1p( . .~. :' . '~~,.; ~~~- <~, '~'.:::_:~.' .:~'::, ' ;" - I:' , -- . r - : '\ ~ -'-- (' ~- N J -- '" ~ c L,. , P,V,C, CA" AT TfllNINUS .. v, e-, _,11<" C LEANOLIT DETA I L - ~ -r-'......... -~.. _.............. ,.~ ., ,.... .....~~.-..: .. "S!>.-""T.:': .r:~ ~__" ~" ~...~ .... ~ - '--.<1' ......... - ~ -- ! 7: - THRUST 8l.0Cl< - ~ - q, l . ~- ...J E XIS TING PP[.' TAPPING SLEEVE ( m)' TAPP!NG VALVE . '\ r-~ I.J I : I ~.. ~,.. - PRESSuRf GAGE '\- ~l I " TYPICAL TAPPING VALVE' 1/1.. SLEEVE DETAil" H T S . ' 'r<\0 PHILLIPS 6~ DRISCO , POL1ETHELr~E 3~Ob OKLY , .. . " -,\ - -~t~::(~rF!'" '~'" ~~.~.~~" ::':.t.'e"~." ..... ,,:~. .. .).~.... I\:-.::~' "'."~;,,~, .-:;~'..., , ': ....,'~".,:.,.: .., "'-- --- :',' "" I , ~"j'~ .....;": . ..... . '::.." . ~.. ~.' ~..' .'.: ".': ...., ~ ':, . ;. ~a" --- . . ' .'.':.. . . ':,' ~~t=='l.'..~ ~~ '~~])~ ~ l~"xl"xl"\.lye \ l;i.:'C -~ . 3' ~:IN. I '~ --=..:r~G ~ _V'r ~-----=~_ - J"!j-' , ' ~ .- - { :"~' '="e:~ WATER KU~ .- 2 STRAP SADDLE WITH -.- MUELLER THREADS ~~RV]CE Ll~! O~ THE CUSTO!:::r. .sID:: TO E Cm,!:ECTED , BEfORE :r~E ~:::HR IS lI:STALl "':D, a t _ AJ'?i\CJl'F.1J..TE' sizE:." . 12. '. ' " ":r 1 fORD ~:::TER )'Q}:E TO SE: ":;~':""~':':::V':~')'-~ i II,STALLED h:\D Si.;?~l1ED -'~~)'"---=>"-" rBY THE CO:,,rr.ACTO;: .-, METER BOX TO EE l~S!AtLED . AS:> Sl'i'i'Ll ED EY TH cO::n~;CTOI\, 1:.:>,::5 : ). All bU5hi~~s or T~ducers shzll be brass, 2, 1:0 tzl's on ,"'ClEr C',cins to be !;r.lz]]er than )", 3, Hou~~ pide of ~eter must be connect~d before the meter is in!l;ll~d. 4, J.""IOpri<lle si::~ meler )'ol..e is to be furnished and insla)]e:d b)' ,tne . contr.,ctor. ~. ~eler boxes to be furnished <lnd inst~)]ed by the contTactor fl~sh to !ioGcl-d surf..cc. TYPICAL CONNECTION FOR MULTI PLE SERVICES e (Xl .&~ ff~'Y\~, ~. T I' fu~~;p~c. SCHAO OR ,@/~ Z P rC - 0 ]-1 1It:...- z / "0 ,L..I \.ATE VALVE :E \ ~ 2-1/2-. 3/4" HYDRANT ADAPTOR =0 I N FIRE HYDRANT AS.-/' - ~ ;;;.;;;) (PROPOSED FINISHED GRADE: ~.AW~ t L. A I.... I .... '''-1'1' v,// "V'#I TYPICAL SAMPLING POINT USING FIRE HYDfltANT A " . ..... 'J~PER '10lll.E -,-,--,-- d"S F'ACING ,ACCESS Q/'N AND .lH\~ (2) 2/2 HOSE NOZlLES z~'UL. _,of :11~ == 'lI)l~ -t' E,=:E3 -r,~"~"~,m "','''''/f/!!''..trt I .:f~i~, ~ .~~J . k , ~I - . ~U' - ~. '~'_n_ _.~--~,-~~.~ :,-:. .'.. :n 1Al\ 'JI ----.-, -1,t" ~ , I '...,,, . ,. ~ .. ~[r.HANIr.AL JOINT ~EE L --- -.-- - .- "ARIE S I ,'.. , -- ,--,- ,----,~ GROUND c; 'I ;>A"E~P.T ~vP':'CE ' I .1'-'---' , ,. , "t" '8" I_VALVE SETTING ,. iI J, ISEE DETAIL) NOISTUQ8E D j I I rI\ 6"GA TE VALVE 501._ ~ I ~ :ff("'\~\1 ~ Il f-- 6'DUCT'LE IRON t"\t . ill t J . ~~ ;',f ~ ~/ ).:, ..t{V JlftI,1/1W.1' .........,I...-;~- .,~ TIE RODS - r \~, j I'-.... I -.) ",P ,--: -----:;-' j ,~ .0: ..~" d,~,l_:" ,/}.. ~ .- ~ "'~I:~' NOTES: I HYDRANT SHALL BE INSTALLED PLUMB AND TRUE Z THE SAME MODEL AND COLOR HYDRANT SHALL BF. USED THROUGHOUT CURRENT CON TRACT PHASE 3 VALVE SHALL BE PLACED ADJACENT TO MAIN, TlfO TO TEE 4 ANCHOR TEES ARE PER~ITTED ~ ALL HYDRANTS SHALL BE TEE'D OF'!' OF' t,lAINC; Ii >iYORANTS SHAL L NOT BF PL ACE D IN SIDf' WAI M 0;, ROADWAYS OR BII<[PATHS UNDI S TURBED SOIL TYPICAL FIRE HYDRANT INSTALLATION -~-- I I I , r-pp'''!- ~ ~VCO..tCRET( COLLAR '.1- + ..., L' I COVEll C,I 0" !RO"zr ,,,". EO ....&TEll'" "SE"EII" ~-~LAN 'OV" CO"CIIE~E TO :;IIACE 'O"O"AVE"E"T,__ _ /''''OOOEOOREO' .. .. I ~~l!" . j .- 0"f/.,' ll:::l~" 1 ~1 ::1 /' _ . I> ... I> 1 ,',-, ~"~,' ! I ' I I i 1 I C~ I , ': I AOJUS'T'ABl( JALVE 90X (I~SIOE SCR["N TYPE. ~ I I ~I: ,. ,. '0 :"", "'I" i I I --.l ) . "~~~:I.' dH 70 r7~ ~ ~ '7?.. II' :a ,_ .... .-.: ~ -,' . ' " , ,?, , {?, _ '--~ .' G ,~~ r,// I S'MIII ~ 1[;\ , , APPIlOIIEO "ECHA"'CAL _____ E I JOtNT IIALIIE ~ , J [ , IlJ/,,_~ :~....,~::; I'~'-"d''', . ,... ,', ';~".; ,.:.~,.~ . (;. :'. ....:..-:". J,.. SOUAIlE "VT CO"CRETE 8\..OCI<'''<; NOTE CONCRETE COLLAR IS ..aT IIEQU,REO ,.. 'AVEO AREAS " PAVE"E"T SUll'ACE IS "N'5><EO PRIOII TO CO"OI TIONAl ""AL 1"5PEC~10" TYPICAL VALVE SETTING [l1t\ .~ -~rJrJ :.~:;;':'\'[-::;~:3 ",.4" 1- CROSS --~ ~ 'i~ =!;1 ({..,:~~;:::; =1 -'" ,~.:'~.:.: ll'lIr"\ ". "Jf '. . III , ":~~:;cr;l!ill I m~. 'f'3h"" . ~"'" f, '..' ~ { ~... ".' , . ~IDltr-~~] ~~~"I-~ ."' .. .....~.J....,. ~ _ /"Il",..' ~,/) fl'A/ C1il ~<'SlJ l2:'~ '~'}"/0" . .",. ,,-.. ~ ..I"' . .-',.... . . ,.2_. .... TEE WI Tti PLUG WYE Of TEE ~.. ~ma;~'~~===J WI ,;~'Y- 1- ~....., . .. # .r. 1,11'( TH'OC:H(SS IT ,....... 01 WlKllrrr'l" :,.,... oJ '''CN'N - _~'O'" ~ uPOSfU".CO g SOct. ~~~ ~'''i/ ~ - - - .,:~:" .:. .,,:,; '!' -.:.J-iJ ~ ~ TYPICAL SECTION CROSS WITH PLUG PIPE 90' ElOOW 4~.[LBOW 22'.' (LOOOft /I 10.. noow /WYO Tn:S ' PlUGS OtA, CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCA(T( (in.1 (CU.It,1. Icu.It.l . (c",It,1 (<\I,ll I (cOl,fl.1 (c..1I1 1 0 , , , 0 . , 1 ~ 1 ~ . . ~ '0 ~ , 12 100 , 4 14 l I' t. ) I' 2" 4 20 ze" 14 4, r 0' I 0 , 0 , . 1 , , , , I , , '00 '1 , ., , 11 ) 0' . 0 1.0 '0 I , 10 1 , ) , , , , , 80 '01 o , .0 1.0 , 0 '.0 '0 , , 10 1 ~ , , . , , , o , , 0 I 0 I 0 , , , , I' '00 q. ,~ ~ 100 HO o , , 0 . 0 , 0 , ) , , I I '00 " . .., 100 no CAl.CUl,AtH)H' OASeO ON I)O",S' ~fII(SSV"'( ANO 2000~S' SOtl e(....'"G ",Al.u(S , '""ust 'lOC.' SMAll It '0-."(0""0 'OUA(O ..OA....Sr ~S'U...[O SOl" _((ft ',"Ol" CHAR D'COHCR(T(,WRA....CO '''''''SOVUM 'OR 'UTUO( ACC(SS, I 1('0--( f-OJ"I"~, "luGS SMAll e( .......Il'~(O ."," V!SOUe(.. AHO" eo."O ~A('(D'" '-0-' , C~"'(T( '"All er 1:.oo~SI "'N. TYPICAL THRUST BLOCKS FOR PRESSURE PI PI NG 11 6~{~ FINISHED GRADE l zl j o ..... -~ .~ - '" .... .\ r iU;'/ 1::-; I UN:, '" lti.... ~ ~ "" . ~ := (J) l.,... ~ ~ W ... W . ..... <! :: Z 0 0 - - t<) t<j <.9 ~ 0 Z 0 to ~ W -.J I l..L to ~ . .. I"- ~ (!) ~tO Z W ~ . "... ~ ..... I"- - - 0 ~ 0.. ~ . ::> ----- ~ ::> J fJT"~ CJ) Z ~ 0 ~ U ~ ."T J \.... ~ /" / \ --........ , ., ~ CE g u.. ," . o z ... ~ W I- UJ >- en .i~ 0::: W ~ ~ o Q.. o W ....J Q.. Q.. <! ~ U <( I.LJ a:l Z o ..... z >- o a:l ~ lll... r ~ - < .,>. ,. .- , . - .,0:: . . " W " : ~ >- ~ w en z en ~ J en -I < ...J :x - ~ ~ - ~ l1J >- ~ a:: 0 c W ;.,.: - z :r: ..... ~ J - <( :...: ~ ~ - 0 (j) ;.,.: 1 E----U) <N I - "- ~ /t{O l/~ SEAL r JOB No. -., 8911 -156 SHEET No. 5 OF 5 "- ~ "<l _, ~......' ". .. ..." '~ " '.J " J ~ " , i I I ' ~, : ~ "'*'j~ :; ~ t.' 1, ( .. .... '" . .. ,., .. - ~ , f:- [ " " TYPICAL WALL MOUNT . I '\ -4 .~ ~.~ ;,J / i''' ,... ~ - , o ~ c. < o a: w " o '- a: ::J:I " - '::J: 1/ / -- C... - S81043'47-E 300.37' -- I / ,\ ~25' EASEMENT ~ -- - o :::1 40' 1 ~. I I NOT INCLUDED , +2.0 AC. - - i j...J .~ I I .., { r PARALLEL SPACES r< , I ~1 ,,- >' t 7-TVPI'CAL .~ POLE MOUNT ... . I' HJ A/C,. ,. '. ~ ~ .f: IloJ..: ~ ~7 91' . ~ o , .\, . J. ~ ." ~):-II ~ J ~ ::J: ~~ ~ ~~ 0 1, en ~ ~V,': / \El / ~4.~' .,.~ :'QI EXISTING ..rm IND. BUILDING V~ 37,000 SQ.FT,. " ,'~ ONE-STORY 32' HIGH F.F. 23.19' L 10' 67' ~ 1lJ I 1.1 10J -, ~, ~ ., "" ~ 123' . - L 1 > ~ .-...... , ,: n, ,J, ' --Jj -c:::> ~I :1 . L- ~', 'r C')r2 ~ ,"'1t '~J . "I. ~ b.. ,'\",~, . 5 , ' z - L !,?'\ 'L..' l \ l..J r.l~ --~ -;' It'" ~ H EXISTING (3) ~', ~ 7 SCHEFFLERA >, / ~-- .---@ - ,b ,'. . " ...-- -- // '.' · {~ ~ ~" "c~ V 11 35' ~. /' ~,co . '"\...,;', fr--.' ~ U ,~ ' ' : " ,-, - , ~r. ~ ':'- '. (. ... , v , )...-, "..,.' , , .L: >f ,~7-mJ\<~ 0 T' rf':'. ) rY'( A:17. :-.' " ... "^" ,'.. ' "'-C" rr:~ .). N .~ ' ,rj ~ .~, ""-' ,...,. -- [".~l If'" ~ N87043'01"W 276.22'~ ...../ ~ ~ ~ , _. -... WAll MOUNTING ARM . o 0) C\I ~ o~ ~ .......- o ~ POL YCARBONATE GUARD Q= ~ ~ -~ IfjT5\ \W ./Qi).. \42' Pi~ '{ill . . .... LOCATION MAP R~C, . .,' ~ .'.J .D . J:l.3 I....:~ . 1: { ." r I~ ! I R1AA I J 1 )' \J./ "J7 '" 1/ ... -;:"'""fC}--r= ~ .~. I J.,.. _ , ,"" It;-~f'Q 'h?' i A'~;;;; ~i~G :: . '4 STATU S" . . ,-.\.' c'..;'::"':;:,,-_,,\ -'~':4' I HW_ 1 'I el )..... ~ ~ '1~",i'ib 111 ~;11 ! .A'I____, )... A.,,: . U -~ Q' e ICPtul o t:l b I LtJICEb 1 ~,.^^ f-\ ; \:< ~,\,<, ~ ~-l.-~ --- t -..... . ~ 1=1 E C ~ Xi :..l), , - .r- -- - --:1 fo.,\ - ~ - :: ~ .... I : 1= T~~' ;0, - Tt + ~ ;211 ill.ffi~ rn . ~ {.1:: ~ ~f\-. ' a:'j. ~ rrn rri.....-h "C'j.; 1T 'I C'f..-:t T ~ :,~~~~A~ SUBJECT SfTE ...... ~I NOT IN _ CITY' .. ... ,- I ~\. I ' . I- I .L- ~ 1.- b ' l- < ~ ~ - ~ ~ 'fill y.. , ~i , \:E rnFR-- R I '1II111f'l~ ::ltE\::l::\l3 LIGHTING SPECS. & NOTES ...: 1...- ~..'~,~ ~!J. ../ SITE DATA ZONING DISTRICT TYPE OF DEVELOPMENT SITE AREA BUILDING COVERAGE PA VED COVERAGE LANDSCAPED AREA PARKING REQUIRED (warehouse 30,000 sq, ft.+ 800) (office 7,000 sq. ft. + 300) TOT AL REQUIRED PARKING PROVIDED Mil LIGHT INDUSTRIAL 2.3 ACRES 37,000 SQ FT 46,800 sa FT 16,700 sa FT 36.8% 46,6% 16,6% 38 SPACES 24 SPACES 62 SPACES 66 SPACES GENERAL NOTES 1) BOUNDARY INFORMATION BASED ON SURVEY BY ROB~RT E. OWENS AND ASSOCIATES. 2) 371000 SO FT METAL BUILDING EXISTS ON SITE 3) NUMBER OF PARKING SPACES SUBJECT TO PARKING VARIANCE ;\PPROVAL 4) SITE PLAN IS SUBJECT TO 'SLIGHT SHIFTS AND CHANGES 5) ALL PLANT MATERIALS TO '6E'FLORIDA NO, 1 OR BETTER; FLORIDA . I 'DEPARTMENT OF AGRICULTURE GRADES ~ ST AND~RDS. Pt\RTS I & II 1973,'1975 RESPECTIVELY, 6) ALL AREAS NOT COVERED BY BUILDING OR PAVEMENT, SHALL BE FULLY IRRIGATED WITH-AN AUTOMATIC UNDERGROUND SPRINKLER TO PROVIDE 100% COVERAGE WITH APPROXIMATELY 50% OVERLAP, 7) ALL PLANTING BEDS AND TREE WELLS TO BE TOPPED WITH 2" SHREDDED CYPRESS BARK M~LCHl GRADE A. . 8) ALL TREES AND PALf'"lS TO BE STAKED IN ACCORDANCE,WITH DETAILS (IF SHOWN)~ NO NAIL STAKING PERMITTED EXCEPT ON SABAL PALr"1S, 9) LANDSCAPE PLAN SHALL BE I NST ALLED I N A WORKMANL I KE IvlANNER AI~D IN COMPLIANCE WITH ALL LOCAL CODES. 10) PLAN TAKES PRECEDENCE OVER PLANT LIST. 11) TREES, SHRUBS AND GROUND COVERS SHALL BE FERTILIZED WITH 100% ORGANIC FERTIl::iZER/MILORGANITE'ATTIME OF PLANTING AND IN, . , ACCORDANCE WI TH ANY DET AI LS SHOWN. 12) ALL SODDED AREAS TO BE~TENOT APHRUM SECUNDATUI"I ST AUGUSTI~IE 'FLORAT Al"'l', . ,. 13) ALL TREES1 SHRtJBS, GROUND COVERS AND SOD SHALL BE GUARANTEED FOR 90 DAYS (PALMS-120 DAYS) FROM DATE OF FINAL ACCEPTANCE. SPAULDING CAMBRIDGE I SERIES HIGH PRESSURE SODIUM 400-W #39489-026 CAST ALUM. LIGHT ON A WALL MOUNT SPAULDING CAMBRIDGE I SERIES HIGH PRESSURE SODIUM 400-W #39489-026 CAST ALUM. LIGHT ON 20' ALUM. POLE .-NOTES: 1. ONE FOOTCANDLE MIN. FOR ILLUMINATING ALL PARKING AREAS. 2. ALL POLES & FIXTURES COMPLY WITH REQUIREMENTS OF THE STANDARD BUlkDING CODE. 3. ALL LIGHTING SHALL BE CONTROLLED BY PHOTOELECTRIC SWITCHES. LANDSCAPE SPECS. COMMON NAME SPECIFICATIONS REMARKS 5' MIN CANOPY 5' MI N, CA,NOPY .... ~~ J:I ~I ~ UJ _ HANDICAP SPACES INCLUDE ALL ANSI .~ 'STANDARDS FOR H-SPACES, PAVJT MARKING l~ ,IN BLUE & VERTICAL SIGNAGE I :: .-:; "";'u, ~ .:::'r.:-", ~ _ _ S 870 '~47'.e 300.28' W' ~ ( ! ... 0 co ~ 'L.J ~. , ~~ Jkl. , ....~...,... · N E '. v ; . , ~~ N 'J-' :S.. ~';~ - T'<:;I--"fl ~,~. ~ ~~ " I/v-;~ r;.)',I:\...",....O..,~'~.0:~.~-:'~:.:~:~ ~ I " ~'(i' J- II ~.J . ,.VI, J \ " ,G~)~ ".'L" J.) ... t i) ~ ",.' . T ~ 12'x35' l IJ ,k. LOADING DOCK ,(,~ - < ~ - tii , c~ (D- 3. 8 '"", ~_ !.- g' \ \ 12', ''''; . . 7i . - ~15/ -:( ~ " .!J r:.. TOT. QTY.KEY BOTANICAL NAME 43 QL QUERCUS LAURIFOLIA 33 BB BUCIDA 8UCERAS 6 SP SABAL PAU1ETTO 2 3 8 SF SCAE VOLA. FRUTESCENS L.AUREL OAI< BLACK OL I VE SABAL PAU1 BEACH BERRY t 2' t"lIN. HT" 2 1/2" TRUNK CALIPER t 2' t"1I N, HT., 2 1/2" TRUNK CALI PER 14' -22' STAGGERED HEIGHTS 2' X 2' MIN,; 3' O.c. . 6' CHAIN LINK , - S,ECURITY FENCE PARKING STALL DETAIL SCALE: 1/4"=-1'-0" INDUSTRIAL WAY - GRAPHIC SCALE, NORTH o 40 80 160 900' STALL :c~ . N ~ a: o ~ TYP., 6" WHEEL STOP . en . a.. > to- , ~ 2' TYP. 4- TRAFFIC WHITE STRIPES' (10 MIL. THICKNESS) 18' .....-'-........---..... jl!l'~' ~,.""""'.~....... ~.. -, - ~" --.:~:~~- =-----:-~~ _.- -.~---- -, -... - _._....;._~.':1"-~ . PLANTING DETAIL..S . ~ SHRUB'. ~L:.ANTING' DE'-AI~ . ~ l"?"-L~ ot1c'UU> ee. rLAN1"eD IN ~ ..~t:1, ~~T'AL.M~~ _. WITl1-etJF=lAf' ~~. _ ~r , .." .~~ . I I, I' ~~~ ~ - Zx4X~1I ~ ~rreN~ ~'^~?~ I? ~~ r-.lrlX- ~--1):::t:>, ~ GII..l''(-s. ~~eIW'~ 1~~LJNew ~or'~ nu~ ,...WAy f'l2:OMWPc:::::'1"" ~L. PALM' PLANTING: DETAIL. it) () ArB-- -.&::.;it':<~ ... .... .5 __#r'--~ T-' '" _' ~ ~ _-:.....1 __ -",_ -:!'~ ......... ..,~ t.~, ....~J.,c-i ~J:, '<:t T"" o ~m C ,0 o~ .. a: ~ co, III 0) C} <t Ln .- Z...J l!) en <t u. C\I lJI IIIIJ~ ~ t ~ Q<tco II 0) c: W t:: c 0 [D 0 'c ..J ~ ~ C u....J o 2 ~ Q. g ;:; M .... , ./' ......-- '"' . o z - W'\ . en :!~ ~ w~ t-c( ene. >~ eni1. .. . a:~ w: :!e >~ ..J~ zOO <,.. < ...J"'O 0. a: WQW d." <WO o - CJ)_a: O..J::J: z " <,.. - ...J...::J: wc.o !::<C~ en N . o ~ II 0) CD -0 ~O) - - ~co ~ - ~ .. W . .....> , c:( W Oa: - ~ .. W ...J c:( o en ..-I-- . ~_, .....>' r~.'=. '. , -~~......... ' l -,;r-- -... -. .. i ,". .1~ ' .... " lit " . ~ ~ ....... .. j ! . \ "':j l , . . t, . a q . 40 f' ....- .~ .. , " 0; . , ; - - ~ ~ .. , ~....__ _.._........_._.....__..A___..._...._.._........~ ....._~ .__...........-__...... ,,,,*-__,___ .,.-.-.-....-. t[ #16/.1 /2/D6E l?[)' ,V()Flcd UJld/'? 'tIvi ) 4/J' R/W (o.~'!.. 'J'!BI.o.P'f' 741 ) ---. M'f.~J" , ~ '5S, 03 ' r Ca,{:; l, /Ii';. },*/eGI Lllle; :.?~", !ffl, IMp. 46.c./ Pge 4'3 E. / . POI'dr r~ t! Power fMe - .' Faure t;h1p ':1f:)(e~ ,~J.J!b.,he,. ---- -7 ~~ ~~ ..,~ "'-'!'l """... ;>'1'1 ~,~. ~~ '. oJ.... ~' ~:' ~" ...,. \.:..... ~, ~ , ( Cl.!/ ~ ~;> ~ ~ri t.).,"" ~ ':'..)' ~ ~ " :--... .....,~ . l'> <> ~ ~ I..>..l () ....~ , ~ , .... ~ ~ .t. ~ :;... ::.'..... ,\J ~~ "'" l~ I.':lu,~~ ~. r~'", " ,,} ~\ ....' . '--' ~J.. . /3()' ~ ~ ~ ~~ "~ -., (', C;\ ~~ ~.... ~ ~l '...- ~ ~ '" ~ l\ ~ ~ "'t--- lit,", ~ ~,J?od~Caf' I 3007' /'" PL.t:;" ~97';;' ....'" \-" ~ ,~ ~ ~'~ .).. -J') 1\ ~" "\ ''15, .... ;,,~) ~.,... ... ~~ . ) . l F1Jwer /!,/J, 4 141;,::,,0/ " .. " 'NOTE'; . "SUbject prop~t't-,r'J.tes' In' ' , Flood Zone C r' a s shown On the .~ Flood Insurance Rate,11ap #120192 0195B;, dated October 15, 1982 F"r.lnd 1ft" RtJd !r Cap i\'.J:. 'h' . f,~~COlK.MN; '2B5.7' ~ ~ ......, Cl.. fl't,,", ~ r>,\.!\ "I '::)- ~l'" ~.~ l,,\~ ~~ ':j--- ~~ ""'~ ~ ~ ~ !-'l <.n 1/,4 "- 11,4 ~. A:e704~,.c-r AL"~ 7.7' J2~ '20,00' ~ ~ ~ ~ ~. .~ i./f 5 TAL 81.1/LD/N6 tb ~ fo' .~ ~.O' Ct/Il Co P,u:p I \),) ~ S) ~ ~~ JS, . ~~ ~ ') ~, C'\ .... ~~ ~ \;) ISI ,;. ~ " ,q ~~" '." ~~~ ;:-."<:; :::, ~tt,~ '~\;): ~~ (~ ...."" ~~ )t .., I::) .~~ ~ ~~ lJ. A '5, holl Pm t 'n9 '/1?1(). 0' ~,){)t.I T'"r' .-,,- r '. { ~. ' , -=--''?':'.L'{ {~d;:..,t,I}<'/ ,I " / '5e.f (/1 Pol -' 4Co{l , _.L ~<5" '2QO /3' ,..~ :e... __....- ~".,.. " .. ~.~.. -,' ~,.,.... OFt; t;~/p,ION ~f";:l''ti-..."..., '.' ,',. ;/-1".*'...~~:t:~,~......;.}_-.,....~." ! '.,,' .,' _,~:, '!'he lfestJ40 teetot: t:'tte Nl/2' of 'the' MW 1/4 of, the NW '1/4 'of Section 16 ,.Township 45 South., . Range , 4 3 Easf.:,. lying and being;., ;in Palm Beach County, Florida: less the road right-af-way for 'High Ridge Road and rn4ustrial"Way, and less the North twO (2) .actes thereof. &1: A-1fltl(P A"nt;~O. . ",1'tOmA11m' ~tO tie ~ tit", bwDi.... be,..,.'..~ r.~l"':' . ~ ~lfes kC1ft the IIItn" tecmlcal standards, IS set fbrth by the F1ori~ Board , . of Land 9J~, parSIMt to SectIon 472 .rJl.]. F10rfell Sta1utes. 'The dati! of ..~ NI. / .. N -9(J or j, . Professional La!a~ No.~. To De VIi", Ccpf4!S'... " . lUst taM original of SJfW)V...-ssr~ lilt ERtlossei _1 .\ No. F-II.o, ' . ~nt. ~ ~7~ .' DeSign . WARD L. M1TZEL~LO 't(!' ~. '. ~ . ~ ~ l-fo,..~ .', . ^. 1 " lSfpture 08S,' , lMs ..t'WtrIi." 1br. . "f.() FINO~1l , -.II ts rot.', ,(, 'a~!,.,le:_jhis_~,!~ ~~.f ~~.~tl.e ~. t ,.' ft.'''''''''.' rtfi.,..~. '". """'~di'~"',,'" .',.,. ~<'l . '. ~'''>'..'''''~'''' ',~"" r . .0. :'.. 1ft\,;. l 4361 .O'~ECHOBEE BlVD."~ 15 ,~ ; '., WESr PALM' BtACH, flORIDA ' r .' . Ntit ..... ..... to. C.llt_ ,lIIltll ......... Approved Date 0 I-~-JO z HJt.I/JrJ !2o,!rdt1d ~ te '1 ;; (Iii PK t; W()~A.er,a?'E.) I <i ~ '~ , {) ,., ... ,~ q I.\) ~ ~ ~ ~~ !'\ ~ ~ .... 'i, ~ ., ~ ~ .~ . ~ { , I ~ 'J- I ~I ...~ ~\, ~ ~ \~ JQb 90 -tJ/2 "No, ",OPERTY: .sc;.te I'I~M' Sheet / . of / ~I~ 8-2/93"0,;)/ ,SURVEY OF THE A80"V! D~SCRIBED . .' IN PALM HEACH COUNTY, FLA. FOR,' 7.0. r f. NO f r:? , . -, L .," . . I , I j I .'