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HomeMy WebLinkAboutPlan, Final APPLICANT 8/8/2008 ~--- /' / ~~y ~-~ ... / ~ -------427 ,,'\.'o~'o /" // ~'. f/ ~~ v ___ \>(V' 'SAWCUT __ ___ --- f SAWW!- --- '- ___ --- --- ~'--- '-EXISTING FLOOR DRAIN ~\) ~~. <8 :t i()1- '0 t<? h; ~ // 1/ "1,, ~~"f ~~ // /~// ./ r- \ \ \ C?>\) \>(~ro. f <:>~ ~1>' ~ x TFe 426.71 Ire <;(<6' /8 :;4 TFe 426, 7.' 4:~f>. . '8 f.p x CLfANOUT RIM=427.26 FL=425.08 CONCRETE RAMP TO BE REMOVfD\ . SJ \\~ ~ ~ \\~. ------:.--~ \>(1)., _----- 4. \ ~-:----.-. 'to '.,' :. 1>, \ ~ ' l ' : " .-1....,.:. ',,<0' ,\ \ .~ . t:> \)J ~,,~ \.4~~ ' if>: '. ~4(i. '. A :\ ~. '~'t> \\~ " ~2.8 :. \l( ~ ~t., , \u ~ , , ')~ ~cV' f ")\\ b--V' f x ~ I)., b<~' f ~"'.) b<~' f x , \ .J x 427 v A~1.'l."J x 'CLEANOUT / ,..C RIM=427.22 FL=42J.54 -- - -- - --- -- x CLEANOUT I R/41=426.77 \V ----- ~,,~ \>$I ~ti" t' ~ ~' ~ \ ()~ <8 \l( '~~~ ~f..J txl), '\~ ~ ~. ~ (I <I ' , J}, ~:' ' ','.. ~"~" " ~, 6." ',~ ,~(j" ' "~~' . n~~t:>\" ':X"~' 4,' ~,. , ,,~. ,"'kV,', ' \<. : . ,. b< ,I> " , ,. ,,' ',5' , ',4" , -4, ': ,:4 ~'~ ' 4 ~,~ , " : ~ ','".,. : ~' "/>,, to ,~ 4 , " ,',,' '0 " ' , A , ,'(I' , ", '4 "\!.l;t> , . G t\ ,',' ' , :/> ,', ,': , ,4,1>,'. \.....,.".\"..4. '. . I> " ,".., ~ i. 4 4'" ,."., " ,l~,' ',' ',' . 'l> '" 4,' , .6 b :t~\ .. :. ~;~~' ...... ). .... .io,;. .'J. .. ..' , .' :: '. ... '. . .', .. . . ~bt. ,'::, .",',~ . ,4 ./>' D54-.'.", . p'. '~'I>' . , ~," l> ,','. '/Jb. :. ' " ' ,. , ~. .; " ~, '1>4:' ,4:, ',. :'~ ': ,.. :" , ': '* ' , , (I , ,~"," 4' , " . " ;.: f?' i-... '1>."', : ; l>' " .~:.. ;,p'.. ' > /' ~";~' ,: ..':'. .:P ... ..: .. .. . .. . ....... -- ... -- . -- " ~. f SAWCUT ___ --- . -- --- --- ---- -- --- --- --- -- SAWCtJT ----::::.::::.::::.~----- SAWCUT __ --- .-==- __ -- ~\ \~ . -- .-- ;::ao, ('i -- --- -:::. --. -- ~tlI ~ -:::. -- -- 'SAWCUT b<V' f x SAW~, -- -- -- -- -- SAWCIff -- ~<), t.,V' , "'. i ,.6. ,', ~ ',' l> ' . , ~ . 4 ' . ~~ ~ .: :' P :' : t> " ~ tlI1', '.' . ,.. , ' . .,t~ x 'O~ #>. %f.J SAWcur ___ -- -- ---- -- ---- ----, I / -427___ xl '\' b<~' / f' / ~/ I- ~ ~, I ~\ x of ,,'\.'iY 1\., ) \ /~~~ ~ / ~ ~'" ",\ . tlIV( ~f.J 'j~ ~. f x RELOCATE EXl5nNG ~ v ~ kV' ~f.J4# .--/G'f --- ---- --- --- ---- -- SAWCUT RELOCATE EXISTING CLfANOUT RIM=427.5J FL=425.8J X AC 427.79 x '" kl), ~l), \ . ~ . ,"I>' 'f> t>, <I , . . . .".. 4 . to. ", : ,r. ~I> . , "I>. 4 4 : " ',' I> t> ~t>. .... '" , . '. 4,. to :, $' , DEMOUTION NOTES, LEGEND it It II I! EXISTING ROOF STORM SEWER ([) SAWCUT AND REMOVE EXISTING PAVEMENT 473.00 EXISTING CONTOURS EXISTING CONCRETE / SIDEWALK f. .,,". -.. .... , a....... .." ~...... ,f .. e._ ............ ..... ~"J' t '? 1.~' r>. + EXISTING GROUND ELEVATION TFC AC EP DENOTES TOP' FACE OF CURB. DENOTES TOP OF AC PAVEMENT DENOTES EDGE OF PAVEMENT EXISTING eUILDING ) EXISTING CLEANOUT . ODS ~ EXISTING BUILDING 'COLUMN EXISTING DOWN SPOUT EXISTING CATCH BASIN GRAPHIC SCALE o 5 10 20 ..,./' ,/" ~ CD z o Ii: (/)0: Z<.> (I) O-w - 0 (/) -z >0 w- ~-!!! > w a:: ad ~ o Q::: >- ~ ~ ~ ~ (/) ~~-J Zz ~~~a:: C~ r-- <.. L-- ~ U laJ 0 .--. ........ J.aJ....J ~ 0 ~ CL t--: a.. ..... 0 5:~~o ()~ .. Of-..: Q:: Lj ~a:: ~ Li: .. ~;::: ~-<(:Z::Z:~ ~ ~::i ~I-~-~ Ii: ~O ~O....JOa: a: ~<~ -, ~ 0 It) a... 0 )( laJ ~a..e,,0)(f) ~ ~Q . a ~ C) 0 ~ O)~ .~ ...... CDtaf) t (W)s:I ... O.C l' tU) I Q.l fI.) COQ) ~ I"-~I:I . . ...... I"- 1"-.... s= ~..-..tlD ~ 1"--'':: 0 Q) Q~Q) :J (I) lOA ~ '-"'0 ~ l:I~d Jot 0 . ...... o as Q.. b.() tI.D I&t J.. ~Q) ,C . ~ d Q)J..I"-(I) <<J ~ J.. 0 (W) d J.. ~ co .... E-t ..d OO-d"o~ '. A'; I CD <:.> ~.... co <<J Q) ~ ~'tO~.d 3 S.-.O ~ . -' d J-t OJot~as 0 -' t:l..lO J.. ::s ~ (W) CIJ ,-",,C 13 (e) 00 . ..... .... l>- .... t) 1 DATE 4 AUGUST 2008 SCALE 1"=10' DRAWN JLB BY ~ DESIGNER RH CHECKED RF BY PROJECT 08-154- NUMBER SHEET NO. G 1 OF SHEET(S) fL~cl <t ;,'6 / o~ ~r+-KLDQ -?Jooort ~ . Cii~Fti[~ ~s of ~ 0~ ~ ~ a;:f m -~ ~ ~ ~ !I ~ ~ E 'llI( ). u ~ (:j 'llI( ~ ~ lst: ~ ~ ~ ~ ~ ~ LEGEND " x * n * " EXISTING CURB EXISTING GRADE BREAK EXISTING 6' CHAIN LINK FENCE EXISTING CLEANOUT EXISTING CATCH BASIN EXISTING DOWN SPOUT EXISTING 4x4 BUILDING SUPPORT EXISTING BOLLARD EXISTING DOOR EXISTING OVERHEAD DOOR EXISTING BUILDING EXISTING CONCRETE ( ~ o . . ~ ~ f ... ;;., ," ~ "I -; ~vy X GROUND ELEVATION TFC EP AC FL DENOTES TOP FACE OF CURB DENOTES EDGE OF PAVEMENT DENOTES ASPHALT DENOTES FLOW.LINE ~" ~. b\, <8 ELa>vATION DATtlJl ALL ELEVATION SHOWN ARE ON FEMA-NAVD '29 DATUM BEN~...JAllK DATUM CITY OF SPRINGFIELD BENCHMARK AT THE INTERSECTION OF GATEWAY STREET AND INTERNATIONAL WAY. MONUMENT IS A SQUARE CHISLED IN THE TOP BACK OF CURB AT THE WEST END OF THE WHEEL CHAIR RAMP l' EAST OF SOUTHEAST CORNER OF THE CURB INLET. CITY OF SPRINGFIELD DATUM ELEV=429.82 FEMA-NAVD '29 DATUM ELEV=430.12 NOTE 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A FIELD LOCATION OF SURFACE FEATURES. FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREM,NTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES. -- TAX MAP 17-03-15-30, -~ TAX LOT 201 _._ ......'11_11...... __I.' ... ..1 I L I ........~IL~oI&I' .. 1, _ SITE ASSESS:&fJ!iNT OF .&JUSTING CONDITIONS GOLDEN TEMPLE FOODS S.lf. 1/4, SEC. 15, T.17S., R.3W., If.M. SPRINGFIELD, LANE COUNTY, OREGON AUGUST 4,2008 SCALE 1"=20' ";), ~ ~i" ~. ~~ <t~ ~, " .97 lb~ ~. ~ ~C' 0 ~ ~C' ,t<6' A?,O''l 'C' ~ ,t<6' .>. ~ I{ ~~A .'><2 EP 426.34 ";)~ t\tO. to"') ~v ~. <8 f~ X ~~ ~~. f' X 'CLEANOUT VR1M=427.26 FL=425.08 (\ P CLEANOUT ~ .......... /RIM=427,22 ~ r(' FL=42J.54 X ~ ~'<:J' . ~421 ~., f X BUILDING " ~. f X ~~ ~. f X ~ VICINI'I'Y JlAP ~~ ':>> ' ~1>' ~. -<<v <R ~, " ~ d>. f8 ~ ~ txf),~. ~v ....' ~~ ~f),ro' f x "\' ~'<:J' f X 427_______________ '427- ~ 3E ...... ~ ~ ~ ~_<O IN1ERNATlONAt.. WAY " I i DfADMOND , 8ELWN~ R() \ ili ~DR .~ .~. ~. I _~~ I i.~~~. l RAUINGO I . i nNmME \ f\ I j N HAYDIN BRIDGE ROAD. (0)- SCALE: ' NOT TO SCALE IUJOD PLAIN BASED ON FLOOD INSURANCE RATE MAP NO. 41 039C 1133 F, THIS. PROPERTY IS IN THE AREAS OF 100 YEAR FLOOD, BASE FLOOD ELEVATIONS DETERMINED FLOOD DEPTH 1-3 FEET SOIL TYPBS NEWBERG FINE SANDY LOAM, #95 (WATER TABLE BELOW 6 FT AND 'PERMEABILITY 2.0-6.0 IN/HR ) PER THE SOIL SURVEY OF LANE COUNTY nr~r.R1i!AD PROTECTION THE SITE IS CENTERED IN THE 1 YEAR TIME OF TRAVEL AREA ACCORDING TO THE WELLHEAD PROTECTION AREAS MAP. rATER QUAlJTY UJI1'l'BD rATERcoumsB JlAP NO WATER QUALITY LIMITED WATERCOURSES EXIST ON SITE ACCORDING TO THE WATER QUALl7Y LIMITED WATERCOURSE MAP. J @ lranch Engineering,=nc., 310 Fifth Street Springfield. Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin8branchengineering.com Civil . Structures · Transportation · Surveying Wi:l IS/g/O~ PROJECT No. 08-154 ~ Z:\2008\08-154 Pivot\Drawings\TOPO\08-154 TOPO.dwg. PAGE (1). 8/5/2008 11: 15:42 AM. gailw a:: )... ~ ~ ~~-J ::;)~~ .....lLJOa:: U--J~O ~ a... t-.: .. -~~o ::t:41a::-J · · U fo....,: I .. . I.aJ laJ 0::: ~ ~ ~-<(~~L&.: ~ ~ i::: ~~C> g ~ ......... 0 ~ 9: 5: ~~-JOa:: ~ ~ '"') - 0 to ~ f3 Q.. ~a... C> 0) v, C\ a... s ~ o -roc Q) ~ ~ gs ~ & o .S:: .., - IQ) en ""1\ U> Q) . ~ l"- -.:fI d ~ l"- 1'-.... s:: · ..... "lift .-.. boO 0 ~ 1'- ..... s:: +1 (1) C>> ~ ~ oS (1) '-' () k ~ s::~~ 0 · ..... 0 < So. ~ b.f) +': r:. ,.Q s:: ~ tSo.l'-<I> f ~ bO~.~ ~ en "8= . :5!1't1 CD ...., :l! (j) as !II (..) ~~~~ - ~ ~ :tS::.8 3 (d .... ..... <<S () J-4 :: a ~!:: ::J "..,... cr,) CI.) '-'.- b ........ 00 ~....~ .. I 4 AUGUST 2008 DATE SCALE DRAWN BY DESIGNER CHECKED BY PROJECT NUMBER SHEET (;3 SHEEr(S) OF ~ CLEANOUT I R/41=426.77 \:J . (..) s:= ~ z -0 -Ii: (/) - << Z-() (I). Ola.l - 0 (/) -z >0 1.&.1- o:::!!! > IAJ << ~ -w ~ ~ A ~ ~427_~. ., TP MATCH ~ ~~. tor '}..1 ~ / CLEANOUT . RIM=427.26 427 ----- ---- v CLfANOUT / RIM=427.22 . , 1>' 'r,. " ' ~ ' '.'. -.42e .. .: '" . ' : -:-p, , " .'~:,:-- 1>.. , . 4' '. '. iJ,', 4, ~ ~. : ", , " ,'/> "f> '. " , ..~.. '<d. ~-. '.\ . ' So'. .. ':. .. "I>: ": /J. \ \ . . .. .. .. . .. ".. '".... ., ... .. ...., . .. '. . , /:.~, :.~'~: i'~',;~..'.:~::. ".\~~2~:... . . :t . ..,:':.'~.>:;: :.: ~ ~: . ~ t.: \ \. :~. '. .::'.:. "~",. ;.(.. .:. · '. . . .'. '., .. · .J>.... . ~ ... :. ....; .~:::~'~ .:...~.',: .::..... '.. ~.' .... .. ~ ' '''4 .', 4 ' u , ", l> -- "., , ", '. , ~ L ~ RELOCATE EXISTING CLEANOUT . R1M=427.5J FL=425.8J ~' , ). J, ',,' .~,~. ',6/:',,: ' , :.:. , l> =-- , , t> " 1>', ONS IN THE ED AT D<CAVATI . SHORING ~~ME. C~,/!/g:sWN:E~b~DATl~~Q~ic;-r:iRgCAv.'P'fff~g IN PROXIMI1Y ERS) MAY BE S TO BE COM (DESIGNED BY ~ CON:>I>dJCTlONw/m A GEOTECHNICAL BECOMEUNSt . CONSULTATION THE DRY SEASO~HLY RECOMMENDED. ENGINEER IS HI , l> , .. ." ."..... '1>. 4' .f>.4 4 41 ~, , f, , ,. , , .. ~ 1/1: ' t> ~, ' ., ". ..'....... ... .. I '..;. .. . . .'. :.. . . ',..~ '4 ',. ,,,V, >. .,.. ~~: ,oJ . ,. , !> ,. ~ , , . .4 , ,f." 4 . LEGEND ~LT PAVING ~XISTING ASP.S~UALT PAVING ..".. ............ .. "...... .... .. .... .. PROPOSED A rn,fol( """".".:.'..... E>aSTOVG CcnvTOURS 173.0C SED FOUNDATION --------- ~:~~~SED RETAINING WALL WITH GUARD RAILS TRENCH DRAIN PROPOSED '1'........'.*.. .,[ OTES. ONSTRUCTION N -f?\ C . . SLAB PER DETAIL ~ <D CONSTRUCT CONCRETE (1"\ @ CONSTRUCT RETAINING WAll PER DETAIL ~ <1> CONSTRUCT AC PAVING PER DETA~ov PER DETAIL@ PAVING WITH TRs <1> CONSTRUCT pec 1oW.IoIoWoIooWo' ' . . .. . . , .. . .............. . .. . ~'? t0 + 'ND ELEVATION EXISTING GROU EXISTING CLEANOUT PROPOSED CLEANOUT . . 'MP PROPOSED SUMP & PU PROPOSED AREA DRAIN URE RELIEVING PROPOSED(tff!J BASIN) BUBBLER VAL VE PROPO~EE,LD l~~~~s BOX WI STr;..i ) ) 1 o o ~ GRAPHIC SCALE 5 10 o I I ~ 20 10 M EXISTING BU/LD/NG . E3 NG COLUMN EXISTING BUILDl CH BASIN EXISTING CAT TOP OF'PAVEMENT DENOTES TP Z "<C -...J tt. ~ :c: ....... Q ~ ~ ~ t 1u=10 JLB RH RF 08-'54 ~~ ~/~/6~ ~ ~ 2 E ~ ).. ~ ~ ~ ~ ~ c:::s ~ ~ ~ ~ ~ ~ // MA TCH tE) INV. ClDJIOUT VERIFY 425.76 MIN. I R/M=426.77 \V _ _ 41t SAN -..- r--- , ______4:27 ~ -- -- -- -- ~ ...,/' ---- .------------ - - - -- _-4- SAN'-- - --4- SAN- -- --- ---- --- ~ \ \ \ \ ! RIM TO MATCH EXISTING TC '1>- ~,' \a- t \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ! " ) :s. .. .' 4" (to- p' , @ 0 @) @ @ CD \ @ \ @ \ ~ @ ([i) @ @ @ @) @ @ @) @ @ @ @ @ @ ~ , \ \ \ \ \ \ ~ ~------- / -------427 ./ l'}"" /~ b;v I _'_ . _ 4-" STU ,:~ ,~,' <1' '.(1 427____ ,<1 4 , A v CLEANOUT / RIM-427.22 .d' CLfANOUT RIM=427.26 --- 4- SAN---- -- \ A-EJt1S1ING n:OR DJ1AJN RfiOCATE EXISTING CIDNOUT RIM=427.5J FL=425.8J , CONSTRUCTION NOTES GRAPHIC SCALE 10 0 5 , 10 ~ I I ( IN FEET ) ~ 20 <D CONSTRUCT TREN. eH .DRAIN 'ABT. INC.. POL YDRAIN' WITH POL YWALL I, (4\ USE CHANNEL #02/ (NON-SLOPINGJ,.CONNECT TO SUMP. SEE DETAIL ~ INSTALL "POL YDRAIN" 5/0AF FRAME & GRA TE ASSEMBL Y (PART # 513AF). CONSTRUCT LOADING DOCK SUMP AND BASIN WITH PUMP ASSEMBL Y PER DETAIL @ CONSTRUCT AREA DRAIN PER DETAIL @ CONSTRUCT 6' CLEANOUT PER DETAIL ~ CONSTRUCT 4" ASTM D-3034 SANITARY SEWER PIPE WITH TRACER. WIRE. CONSTRUCT 4" SCH. 40 PVC PIPE WITH TRACER WIRE WITHIN 5' OF BUILDING. CONSTRUCT .4" SANITARY WYE & CONNECT TO EXISTING SANITARY SEWER PIPE. CONSTRUCT 2" SCH. 40. PVC SANITARY SEWER PIPE FROM SANtT ARY SUMP TO EXISTING SANITARY PIPING SYSTEM. LEGEND CONSTRUCT 2" SCH. 40 PVC PIPE WITH TRACER WIRE CONSTRUCT 6" ASTM D-3Q34 STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 6" SCH. 40 PVC PIPE WITH TRACER WIRE WITHIN 5' OF BUILDING. CONSTRUCT 4"x2" SAN/T ARY WYE. & CONNECT TO EXISTING SAN/T ARY SEWER PIPE. CONSTRUCT 6" STORM SEWER WYE & CONNECT TO EXISTING STORM SEWER PIPE. ABANDON EXISTING SANITARY PIPE. CONSTRUCT 4" PVC PERFORA TEc>SCH.. 40 CONTINUOUS FOOTING DRAIN AROUND PERIMETER OF BUILDING, PLACE LEVEL. CONNECT TO 41J PVC SCH. 40 PIPE. CONSTRUCT 4" ASTM D-3034 STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 4" SCH. 40 PVC PIPE WJTH TRACER WIRE WITHIN 5' OF BUILDING. PROVIDE //2" WATER SUPPLY AND TRAP PRIMER TO SANITARY TRAP. CONSTRUCT 4" SANITARY P-TRAP PER DETAIL @ CONSTRUCTZ" SANITARY P-TRAP PER DETAIL @ CONSTRUCT 4" PVC PERFORA TED SCH.', 40 CONTINUOUS FOOTING DRAIN A T BASE OF RETAINING WALL. PLACE LEVEL. 'PIPE NOT SHOWN FOR CLARITY. CONNECT TO 4" PVC SHC. 40 PIPE. FIELD VERIFY LOCA TION OF ALL EXIS11NG UTILITIES WHERE CONNECTIONS TO NEW UTILITIES ARE INDICA TED. REPORT TO ENGINEER IF LOCA T/ONS ARE SUBST ANT/ALL Y DIFFERENT. FROM THeSE SHOWN HERE. CONSTRUCT 1-1/2" ELECTRICAL CONDUIT, DESIGN BY OTHERS. ' CONSTRUCT LOADING DOCK SUMP AND BASIN WITH PUMP ASStMBLY PER DETAIL @ CONSTRUCT TRENCH DRAIN · A8T. INC..pOLYDRAIN' WITH POLYWALL I. (8\ USE CHANNEL *021 (NON-SLOPING) CONNECT TO SUMP. SEe DETAIL '0!/ INSTALL "POL YDRAIN" 510AF FRAME.& GRA TE ASSJ;MBL Y IPART . 513AFJ. . PROVIDE AND INSTALL CA TCH BASIN IAS PRESSURE RELIEVING. BUBBLER) PER DETAIL @ PROVIDE AND INSTALL CHECK VAL VE WITH STEEL ACCESS BOX ON STORM SEWER PIPE. """""""""'~ "''-''"....,...."....,'''''''~ W ---SAN ---- S" SAN --';""'6" STM----- S" STM E ,.. , . , , ..........' , , . , ,." ........' -., '." , , ... ~ I.~ .'. ." ".. ,.. ' J .. .. 1 ..... ,....,.. .... .. ... .. ..... '? ,~f)' ~ + TC TP OD8 RIM. 475.90 /INV. 474.40 ) ) o o ~ M CS\. ~ ~ \ \ \ , \ \ \ \ \ CATCH8ASIJ RJU=424.0~ \ \ \ \ \ \ \ , L-? RIM .. ,MATCH EXISTING TP 6- INV. OUT · 425.65 <1, '.4' 4 <1 <1 4 .'. ,,,: ' " ~,' ,.. \. ;'4, i \. :" ~.4 : . .4'":''',, \ . - , z.'" " ' \ " '.4'~ ":,~,' ":p" ",l\~ : " " ' ' ' 1>.'; , . . ,~ ' ~.; , I.",', 'to- ' ~ l> '" .4 "" " I.'.,"/>. ." .' .. .' -'p-4'i67' .'. '.' .... "~ .. 1>, 1>'. , t>, ,4. 'I> 4 "/>"'", to- 4 ,';' '. A.. 4 , . .; . ,,', .1' t" ,'~, l> I> , ' 1>' " '.,'. 1>",' A, ,,' '4 ',,4, ".~ ,\1 " . .' , ,,.,, ~b .., \ " , , . />. ' ,,' , , . . :'. ,'.;: '. '<" ,~: ~,~. .~~..:' <. <. t' 4'.... :o.,.~ ~:.'~ · ; 1>, ' .; , ' .4 ''''If ," '.,' ,,.', ", '~ ,~42~ ': ~~ :,~~:..."~ .' ..,}~ :':: :; ;- :. ::~j:. ;:' ;i:. ~L ..;':.~ ~'.: .' ? : ~'.. Y::t.. .:"':.: ....... . ,. :~. ..;.. ~ ,.'. '.-' ..~.'.;.~. ; :;.,'.. '.;. ~. "~ :..., '.. ..:' ~ :;':: l ,,.,, ....,. .,' fo-, ' ',. '.Ai\." '\, ," 4"" 4 '~ ,. " ' /::t... .. .." .. 4. .. 4 .... .. ..~ '.: : .:.~,;". ~ ... ::' .:.;.' .. EXISTING ASPHALT PA VING PROPQSED ASPHALT PAVING PROPOSED WATER PIPE EXISTING SANff ARY PIPE PROPOSED SANITARY PIPE EXISTING STORM WATER PIPE PROPOSED STORM>WATER PIPE PROPOSED ELECTRIC PROPOSED TRENCH DRAIN EXISTING BUILDING COLUMN EXISTING DOWN SPOUT EXISTING CA TCH BASIN . ODS ~ EXISTING BUILDING EXISTING CONCRETE EXISTING GROUND ELEVA TION DENOTES TOP OF CONCRETE DENOTES TOP OF PAVEMENT ROOF DRAIN DOWN SPOUT UTILlTY REPRESENTATIVES UTILITY REPRESENTATIVE " GREG STIFFLER ED HEAD TONY T ALBET HERB SUMNER 8ART MCGEE STEVE GRAHAM DENNY WRIGHT STEVE GRAHAM RIM ELEVATION INVERT ELEVATION GAS (NW NA TJ ELECTRICITY (SUB) EXISTING CLEANOUT PROPOSED CLEANOUT TELEPHONE lQWEST) WA TER (SUB) SAN SEWER (PRIVA TE) SAN SEWER (PUBLIC) STORM DRAINAGE (PRIVA TE) STORM DRAINAGE (PUBLIC) FIRE AL GERARD PROPOSED SUMP & PUMP PROPOSED AREA DRAIN PROPOSED PRESSURE RELIEVING BUBBLER (CATCH BASIN) PROPOSED CHECK VALVE WITH STEEL ACCESS BOX DENNY WRIGHT PHONE (54/) 342-3661 EXT. 8376 (54/) 744-3707 (54/) 744-37/5 (54/) 484-8507 (54/) 744-3756 (54/) 726-3665 (54/) 736-1010 , (54/) 726-3665 (54/) 736-1010 (54/) 726-2294 .;:. to z o -Ii: (/)~ z<> o~ - 0 (/)- -z >0 LaJ- Q::!!! > = &aI ~ w -f- ~ ).... :2: :s · a ~ c..> 0 ~ ~ O)~.~ I 1 CO~ Q) <r.) ~ &> _ <:> eJ: ~ b.() ~~ 00 ~ l'-~~ . . ...... l'- l'-..... ... , ~ ~ ..-.. eao ... <L> ~~~:8 ~ e'5 ~ ....... ~ ~ ~ ~ t:d)~.. eao r_" ~ ~ ,... ~Q)"",... fD ~ Q)~l'-. ~ ~ bO<r.)~ ~ rn-d"8.s ~ '""1.d-;I't1 c..> ~..... <0 . as fD d ie~~.d f cd .9 -= 8 B ~ <:>....~Q$ 0 ~ ;;~ei; .5 00 . ...... -E: ..... t.) DATE 4 AUGUST 2008 SCALE DRAWN BY 1 "=10' JLB RH DESIGNER CHfCKED BY PROJECT" NUMBER I SHEET NO. C4 RF 08-'54 OF SHfET(S) ~ ~/~/o~ 0- ~ ~ ~ ~ 2 8: -.c >- u ai ~ -.c ~ ~ c:s -== ~ ~ ~ ~ ~ -..- - - J -1_ - - - -- --- - - - t \G) ": l t i WALL. FOOTING & BUILDING SLAB DESIGN'BY OTHERS ~, f 1 ---- -- --- ----========- _"',J , . . - - - ... . . _ ''i" j,,_., -' ' ~f-:J ~~'~~~~~~~LW~R~1i'~i,Y~A~~~~ ~ FOUNDATION BASE COURSE @ !:r.f!ADING DOCK & RAMP ELEVATION ,- '" .. - '"'-- '... ' " \1- - 4 '. ' '4" '4 .~,--:-,' :"';~ " q , / , / @ RpCK & RAMP Sl!;CTION > 8" ROUND GRA TE , e... " ,'/> '~ ~ 8" SANITARY SEWER I RISER PIPE . / SLAB PER PLAN )(. '. " , , l> , l> . I> :' /> j I l> , ' b' '~ f' 8" TO 4" ~ SANlT ARY SEWER , REDUCER / V .,/4 BEND SANITARY SEWER ELBOW --' 9 L4" SANITARY SEWER DRAIN PIPE COMPACTED CRUSHED ROCK 12" 11 @ ~;' ROUND AREA DRAIN 6..1A" v 8 / /1 / 2" CLR. TYP. 1',/ f .4 . ., . 4" ~', J . <1 - , . ;"'<0 , ...,' 4~ , 4 , ' <1. . , ~ .4.. 4 .' . ' ; (4) .4 BARS~.' " " '<1 " ...; to , ..; , , 18" , ,. NOTES: I. PROVIDE 3.000-psi MINIMUM CONCRETE STRENGTH. 2. THE FINISHED LEVEL OF THE CONCRETE SURROUND BE APPROX. 1/8H ABOVE THE TOP OF THE CHANNEL EDGE. ~ '!!~ff.fH DRAIN DETAIL 40'-0. " / , 27'-0. ;' '.- @ f/1ADING RAMP SECTION WALL FOOTING & BUILDING SLAB DESIGN BY OTHERS ( J CONCRETE SLAB -- "" SEE G) . -. .~6_ L, " ' '. "'4'~ ~", .- ~, TRENCH DR. AIN '" SEE {4\, \ W , ---. L . "" .. ." .",. - , , ' "", " --:l=, '4",' . .. 4 . .~.., . . '<r ' AREAG)DRAIN ~ PROVIDE - SEE 5 BACKER ROD & C5 I SEALANT AT SLAB ~~\' : :O~Y','"_C" ~. -:-:-:-- !}J ;a~ '(b ~ -q:8 o:l ,,';" ~ '7~Xl>> '- ~~~~" " %~<<V~~/" ~~~~" / , , / 65'-0. ~ ~ WY- 422.16 r PVC SPLICE BOX CONDUIT SEAL-WITH CORD . GRIPS / , ',<) , " \., <1"~~ . CONDUIT TO CONTROL PANE~~, -)...,~,~:r.,.,"l REFER TO ELECTRICAL :' ;"'''_'_.1.. ,~..J-. ~ 1 PLAN (BY OTHERS) o-----).J .. ,_~i.j:~::., ...... c,'_..__._,/ · !1 \~ to ,; ~ :JJ' \\.. RIM- 423,83 \ t<:.l. . ~ 'J FOR TRENCH DRAINGJ. 4 SEE C5 I . . . . v ...... to . . .. .. to to .. ~ / .. ....... .. 6" SCH. 40 PVC DRAIN PIPE ....... ~r--" : . ltii' II ~. Y I I I II I.. ~ .. - 6" .. t " "PUMP ON" WA TER LEVEL 421.87 . - -:.... -- LEVEL CONTROL FLOA T ASSEMBL Y , to .. .,-- "PUMP OFF" WATER LEVEL' 418.87 . '- INY- 418.67-----------~ NOTEI PROVIDE HIGH WATER EMERGENCY ELECTRICAL CUT-OFF FLOA T SWITCH (NOT SHOWN) DESIGN BY OTHERS. ~ ' , l'l 1;/ , 4 4 ' '0' ,', '0 ' . 1;/ , :q ,'Q,' .''''---- , " - ~ '4. ,:'. <s ~ ' 4, ',' 4 ' 1J 'Q' /I, 4, .. .. . - :.\ ~ ~e. AND BASIN WlTH PUMp. ASSEMBLY t. "'41, '. ' .6~ , , J <1 ,', <1' .6 ~ , 4 , <1, , ~- 4 < . 9. ,_ .(\ - '-4" ~AN. SEWER PIPE ,I . ~1/4 BEND SAN. SEWER ELBOW SAN. SEWER P-TRAP 3" MINIMUM BEDDING 314"- 0 CRUSHED ROCK .<1 .6. COMPACTED CRUSHED ROCK 9'-2- ;t. ~ /: 30" DIA. FIBERGLASS GASKETED LID WITH STAINLESS STEEL BOL TS 4 RIM- 423.95.\. ~ . J. BALL VAL VE 2" STORM SEWER DISCHARGE '{, ....... . LIFTING ROPE 6'-0" MAX. FOR AREA DRAIN~ SEE C5 CHECK VAL VE ORENCO PEF 15012 OR AL TERNA TE EFFLUENT PUMP. 30" DIA. x 6'-0" ORENCO OR ALTERNATE PVC BASIN WITH FIBERGLASS BASE AND GROMMETlSJ 1 r " , , to , ., 2- CLR. TYP. ' ~ ~ / / CONSTRUCT TRENCH DRAIN · A8T. INC. POL YDRAIN. WITH POL YWALL I. USE CHANNEL #021 (NON-SLOPING). INSTALL ''POL YDRAIN" 510AF FRAME & GRA TE ASSEMBLY (PART # 513AFJ. , ~.4 - 18" O.C. , ) ., <J~ . ,~ Lid , 6-'At , ;' ;- <1 '. .1 '\ ~ ,~ . .4 ,,, - '<1 4- : <1 it <7 " 4{ d' . f '<1 ~ , :4, ,/;. .<1 .4 ~ .., :! ~ <l " <1 1'. ' - 4/ . -/ , <1' /' , , 4 '~ , , d. Ll r#5 - ~~" O.C. *4 -12" O.C. 24'1~ } 24' I 16- , ~," <1 , " . to ~ , , , '/ J '-0. 1'-0' , , . 2'-4- / ,I. , ;" ~,' @4'TRENCHDRAINSECTION C5 N. r.8. J ~ ~/NY- 422.95 NOTEr PROVJDE.H1GH WATER EMERGENCY ELECTRICAL CUT .OFF FLOAT SWITCH (NOT SHOWNJ DESIGN BY OTHERS. 36" DIA. X 24ft THICK CONCRETE ANTI-FLOTATION BASE - PVC SPLICE BOX CONDUIT SEAL \" WITH CORD GRIPS ./ CONOtA: TO CON~OL PANEL~ \~'~\I .~ REFER TO ELECTRICAL t'\ "..,__1__..2. ~ l V PLAN (BY OTHERS) , · ~L..J\ .. ......... · II \" .. r- TRAP WITH PRIMER i: '.' .. · i; ~ .;: .~ , .~n 2" SANITARY SEWER 4" SCH. 40 PVC DRAIN PIPE .. /f . DISCHARGE ~.v U ~ ~ ..... ~ F /', ~ . LIFTWG ROPE: . _~.ii t ~~ ~~~: ',.." -/ . ~'~"""'" ~- I: '''',' ", ''L\ 30" DJA. FIBERGLASS GASKETED LID WITH STAINLESS STEEL BOL T8 1 -BALL VALVE 6'-0" MAX. "PUMP ON" WATER LEVEL 421.87 CHECK VALVE . - ----- ORENCO PEF 15012 OR AL TERNA TE EFFLUENT PUMP. LEVEL CONTROL FLOA TASSEMBL Y .. ~r1 : ~ 11;1 th .. ~ 6" " , l't "'. . .' u 30" D1A. x 6'-0" ORENCO OR ALTERNATE PVC BASIN. WITH FIi~ERGLASS BASE AND GROMMETCS) "PUMP OFF" WATER LEVEL 418.87 INV- 418.67. ~ '. , <:I " 4, ,,' ,'."',', llQ' ~ .. ~ , . l't '\ ...* . ,. ~. ' .'---- ,', . ~ ..* ... .36" DlA. X 24" THICK CONCRETE ANTI-FLOTA TION BASE 4, , 4. ~ 4. '. 4. '0 "". :A ((;) ~~e. AND BASIN WlTH PUMP ASSEMBLY J ' '~P-TRAP DETAIL \W SCALE- N. TA . QD CATCH BASIN DETAIL SCALE' N. 1:8. /ASPHALTlC CONCRETE PAVING PER PLAN 1 L ) : 1/ YERIFY 12' MIN. COVER WI ;~e:~~;~:i;' ~E;t Y~~~~H ____ ~',';US~~;:(?'ti~ ; ::}tIJ;~t.iH<l J wv. REV. AS SHOWN ON PLANS :~:O:: :E::: X 36" D ~ t '"' _<:,::.:,;..:;~\,-COMPACTED CRUSHED ROCK DISCHARGE PIPE FROM SUMP '- -,~:,,~:~:,\?:,~~~~:~,,:'L;:::~.:.:'~~ "Q.. ~/j'.',<":" >:1.'V:'''' SITE STORMWA TER PIPING "-. ~ -:" "', " " ,'.: .~ '". ,,' " ': I /8 ~,: ;,.,/: "LC~ "--- "FERNCO" HUBBLESS CONNECTOR ~ ' .. ,J.-..- -- (J) :: "~/: I'. ~ -- !~~~.K;~~J;~jf!t~.~....:... "-..." BAFFEL WITH CLEANOUT LID ",<<,~~'<!.<,</(,,// I '"' I. BOX FABRICATED FROM IOGA. MATERIAL __ - 24" ~UND/STURBED SOIL OR , 2. HEA VY DUTY SOLID LID. ENGINEERED FILL .;; =m % o -i= -0.. (f)Q2 -0 Z(I) 0..... - 0 (f)- >~ l.&J - in 0::::- li. ~. w ~ o Q:: ).... 1? .... ~ ~ ~ ..... 2 ~ ~ La.I.O ~ ~""'i:: ~~~~c:i' ~. (.) ~ Q::: i:"! i:: Q:: .- · . · ..... ~c: ....~~<:~ ~6Q"""2: """')::s.,-..IQQ:: ~Q;:g~~ V) -.J --- ~ l.&J Q ~ .. V) ~::c: i::C 2:i:.: 0::(.) OlaJ ~V) Q · s- c:.> 0 ~ ~ ~~.~ ...... co be Q) O'3d t - crt ~ bl) (OQ) en d l"--.fd · - .-4 l"- l"-.... .... M .qc ........ ~ 0 Q) s~~ ~ ~ e'5.s -.-4 ~ ~ ~ l ~ t:f~~ ~ ~ b~~~ -= fI) .. fO ..... E-t ~ 'dOS . ...-.c ~""I~ c:.> ~.! (0 as VI ..... ~~~.d f ~ ~.... ........ (J ~ cd o.E"'~ ~ ~ ... ~~ ~ ~ ........ 0') fI) ",A .tJ e~ I I DA TE 4 AUGfST 2008 1/4"=1 '-0' SCALE DRAWN , BY DESIGNER CHECKED BY PROJECT NUMBER I II I SHEET NO. C5 JLB RH RF 08-154 OF SHEET(S) ( ~ul 2?/~"O~ ~ <:') ~ w5 8i 5 ~ m ~ ~ 2 a: 'Ill( >- ~ ~ 'Ill( ~ ~. ~ lilt: ~ ~ ~ ~ ~ to _I N") ANCHOR BOL TS DESIGNED BY OTHERS ~ ,\ A.C. PAVING\ .:r GUARDRAIL SEE ~ 1 If ..1. .u ... x ~ Co -' ~ I 1/2' OPEN-GRADED DRAIN ROCK 2' CLR. TYP. 4' PERFORA TED PVC (ASTM D-2720) PIPE DRAINED TO NEW 4" PVC PIPE. FOUNDA TlON BASE COURSE -- . ./ r -! . ! T ! ~ . - I '-S' 8' I'-S' - -- WALL 3'-8' - - - J2"x/2" THICKENED WALL ~ SECTION A T BUILDING COLUMN ~ LOCATION. USE (4) #5 DOWEi7S ' TO FOOTING wi #3 TIES AT J 12: " O.'C' wi STD. 200KS. ~ D=2-114' ~ (0' · 4~ ~ D.3-3/4' o~ (~: 8" 12' =-- t' (/\ RETAINING WALL WlTll GUARDRAIL \fE) SCALE' 314" · 1'-0" f ... f GAS PVC FOR TELEPHONE PVC FOR CABLE TELEVISION PVC FOR ELECTRIC ~ !!!~~ UTILITY TRENCH DETAIL ~vc SLEEVE PVC PIPING SIZE AS SPECIFIED SLOPE · ~i ..-,! ~ "'~"'~t<<'-Ll~?~1I . , . , '~;lxK'~~' . . . :.rY.:~1~ ~~::~.f.~if.l.. · ;.; -::.~:' ~:~i.::~::: :::-: '0f.i';'~.' . 0'..,........ .'1>;.. ... .... . ... ...... .... .......'1>.. ....... '#' ~... ..."'.. .:Q..... <:l 'f...'1... R.. .'O...'i> ..~,..~....... .., ...'~,._~.h. ~ ..n.:...-..t'?...<>...~..........t1:.....:....::~..,:....~:....:ir::. 6" BEDD/NG .< (;) ~Q OUT DETAIL CONCRETE FLOOR SLAB WITH (I) COA T r 'SONNEBORN KURE-N-HARDEN' OR EQUAL ( #4 BARS AT rIB" o.c. EACH WAY (3\ ~ ~ \ ( / \s.Y -. <J , . .\.6' ~. u , ' ~.' ,. tot ~' " rI,.,,~., 4 /. , <to ~ f t ) ~; .~o-~, ~o' ~o "0 -b ~b' ~o yo ~o' yo '~o', ~o '-c ~coo ~~o ~~'bCO'bb~?:J'b~b'bo 'b?Jb~'b~b~'bro'b~~~ ) 0 0 ('0 00 00 00 00 0 00 00 00 00 00 00 q O~ObO~O~O~O~O~O~O~O~ObO~O~O~O~ OOO~DOO~Do.Oo.OQOo.OOOQDQOQ.OODOOO bQ~Q%Q~Q%Q%Q%Q%Q~Q%Q%Q%Q%Q%Q%Q( cD IARO 00 00 \P~~~~D 00 oQ 0000 :ill 1 :.::tU~ II G ~)J..F- I . -_~ ," uI w~ I ib I S !uMkMk.~,MlM'~I~~6~ . 1'lf1~~wMh~J I~~ I, ~-L~l1u.I~II~~uMkMlnlW .111::=::J I:-:-:W. r ,I -;-:lli~lll==i 1'~'1 '=11 1:-/11--111-111-111- UNDISTURBED NA TIVE SOIL SLAB BASE COURSE ~ ~/4l}~#L 1-112" DIA'1 STEEL PIPE TYP. > V 3//6 1-1/2" DIA. STEEL PIP~ TYP. ' 1-1/4!' DIA. STEEL PIPE <d ~ ,4 (5\ GUARD RAIL \f2) SCALE' NT8 NOTE' CONTRACTOR TO SUBMIT CONTROL JOINT PLAN TO ENGINEER PRIOR TO SLAB CONSTRUCT/ON. 1-1/4' DEEP SAW CUT (TYP.) #5xI2" SMOOTH - CUT AS 800N AFTER DOWEL BAR AT 12" D.C. "'"" POUR AS POSSIBLE UT REINFORCING BARS A T CONTROL JOINT I ( / r / _ ~~ .. SEALANT.. (8. tKAFLEX - ICSL. OR l ,.',.~., ' APPROVED AL TERNATEJ. :.'. ~.~"'4..' BACKER ROD ~"".' <1 4' - " . '" , , ,4 .,' , ~ ~Pf!!~pLJOINT DETAIL ,~ 8' TYP '" ><.T ~ ~ ~ c :>;: _I "- -.L -I 4 . ,. ~' ~'~-~----, - / -- -- . BASE COURSE REQUIREMENT . r 5" AIC PAVING ,/ THICKNESS ,.. SITE PA VING BASE' COURSE: (OVER UNDISTURBED NA TIVE SOIL OR COMPACTED SUBGRADEJ FOUNDA TlON BASE COURSE: lOVER UNDISTURBED NA TlVE SOIL) ~ oOR_~v~ -U-~o~_~ocw_o~c),'.I~ :':"1 . oouoW:o~~o~oouOCJj)O!?8-~OL -, n P 0'1> ()Q r.p~ '9fj:. 0- '" 7:0 ,. : ~ c!!!J,E PAVING BASE COURSE i.. ,1\ 0 0 oC:>O It:RMEADOW8 · MEL -ROLL' OR EQUAL ADHERED MEMBRANE OVER BACK FACE OF WALL & TOP 'OF FOOTING. 111Tr\ ;;~, CRUSHED ROCK COMPACTED) TO 931 RELA T1VE COMPACTION MODIFIE~ PROCTOR 00 .000 (3) ,#5 BARS (CONTINUOUS) 7 HORIZONTAL REINFORCING GEOTEXTILE 'AMOCO'. ~ , 4545 OR EQUIVALENT 2 t ')o.,Vo"Vq,V6QV<j,-_\ _ . _ ~~~~~~~~<fY \_ QOo~ ~ Q%~ . Q O,(LO o~ ____ \. . ~ oo~.---.J ~ " Q 0 00. "- o~~<BqQ~ , '~~~~~~*~~i~~~;~~~i~s\~t~~f~~~gg~~;~~f11~~~~ !i' ~d ~ ~ ASPHALT IMPREGNATED ' ISOLA TlON JOINT . 6" CURB r-::y/ 6" CONCRETE SLAB .'.., .> SLAB BASE COURSE #5 HORIZONTAL REBAR A T I B- D.C. JP 63S TPE-RUBBER WA TER. STOP #4 LA TERAL BARS AT /B' O.c. SLAB BASE COURSE (OVER UNDISTURBED NA TIVE SOIL) COMPACTED SUBGRADE AT 951 RELATIVE COMPACTION MODIFIED PROCTOR. Qi) ~~~ SECTION 1 to ..I tt') , <J GENERAL NOTES FOR RAILINGSt I ALL STRUCTURAL STEEL INCLUDING FASTENERS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. (ASTM SPEC. A-/23). 2 GAL V AN/ZED-CONTROL SILICON MEANS SILICON CONTENT OF THE BASE METAL SHALL BE IN THE RANGES OF 0 TO 0.06% OR 0.15 TO 0.281. THIS SHALL APPLY TO ALL STRUCTURAL STEEL TUBING MEMBERS. 3 STEEL RAILING, SHALL CONFORM TO THE HORIZONTAL AND VERTICAL ALIGNMENT OF THE STRUCTURE. RAIL POSTS SHALL BE PLUMB. 4 ANCHOR RODS SHALL BE INSTALLED BY THE TURN-OF-THE-NUT METHOD WITH A NUT ROTATION OF SO DEG. TURN FROM A SNUG TIGHT CONDITION. 5 TOP HORIZONTAL RAIL ELEMENTS SHALL BE CONTINUOUS OVER TWO OR MORE POSTS UNLESS SHOWN ON THE DETAIL PLANS. 6 BOTTOM HORIZONTAL RAIL ELEMENT SHALL BE CONTINUOUS BETWEEN POSTS. 7 POWDER COA T RAILING: COLOR SHALL BE MA TCH ""SHERWIN WILLIAMS"" 776/ W WESTERN SAND OR APPROVED. AL TERNA TE. 12" MIN. %" - 0" CRUSHED ROCK COMPACTED TO 93% RELATIVE COMPACTION, MODIFIED PROCTOR. 12" MIN. I ~" - 0" CRUSHED ROCK COMPACT1ED TO 951 RELA TIVE COMPACTION, MODIFIED PROCTOR. OR 6" MIN. %" - 0" CRUSHED ROCK OVER 6" MIN. J'h" CRUSHED ROCK. ALL, COMPACTED TO 951 RELATIVE COMPACTION, MODIFIED PROCTOR. 12" MIN. I 'hit - 0" CRUSHED ROCK COMPACTED TO 931 RELATIVE COMPACTION, MODIFIED PROCTOR. OR 6" MIN. %" - 0" CRUSHED ROCK OVER 6" MIN. 1'12" CRUSHED ROCK. ALL COMPACTED TO 951 RELA T1VE COMPACTION, MODIFIED PROCTOR. , RElNFORCWG 81 t:tL REINFORCING STEEL: ASTM A615 GRADE 60 DEFORMED BARS OR ASTM A 706 AS INDICA TED. REINFORCING STEEL TO BE WELDEl): ASTM A 706. FABRICA nON AND PLACEMENT SHALL BE IN ACCORDANCE WITH CRSI MSP-' · MANUAL OF STANDARD PRACTICE' AND SECTION 3 OF ACI 301 ' SPECIFICA nON8 FOR STRUCTURAL CONCRETE-. REINFORCING STEEL LAP SPLICES NOT OTHERWISE INDICATED SHALL BE ACI STANDARD.. CLASS B IF SPLICED A T THE SAME LOCA nON OR CLASS A IF SPLICES ARE STAGGERED BETWEEN ADJACENT BARS ONE LAP LENGTH MINIMUM. UNLESS o THER WI8E INDICATED, MINIMUM CLEARANCE FOR REINFORCING STEEL SHALL BE 3' FOR CONCRETE CAST' AGAINST EARTH; FOR CONCRETE EXPOSED TO EARTH OR WEATHER. If" FOR *5 AND SMALLER BARS AND 2" FOR #6 AND LARGER BAR8; FOR INTERIOR CONCRETE, 1" AT JOISTS lAND SLABS AND If" AT COLUMNS AND BEAMS. INSTALL WITH PROPER BAR SUPPORTS PRIOR TO CONCRETE PLACEMENT. CONCRETE CEMENT: ASTM Cl50 TYPE 6. AGGREGA TES: ASTM C33 WA TER: IN CONFORMANCE WITH ASTM C94. WA TER-REDUCING ADMIXTURE: ASTM C494 TYPE A, OR TYPE F MID-RANGE TYPE. STRUCTURAL CONCRETE SHALL BE tc 1: 3500 PSI AT 28 DAYS. tCI (2.500 PSI FOR STRUCTURAL CALCULA T10NS. SPECIAL INSPECTIONS ARE NOT REQUREDFOR CONCRETE MIX). SLUMp. SHALL BE 4'2, I' EXCEPT 3"~ fa AT SLABS. SLUMPS. MAY BE INCREASED TO 8' MAXIMUM USING A MID-RANGE WATER REDUCER. CONCRETE SHALL CONTAIN A WATER REDUCER. MAXIMUM WIC RATIO SHALL BE .48. CONCRETE MA TERIAL8 AND QUALITY SHALL BE IN ACCORDANCE WITH CHAPTERS 3 AND 5 RESPECT/VEL Y OF ACI 318-02 ' BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. TRANSPORTATION OF READY-MIX CONCRETE SHALL. BE IN ACCORDANCE WITH ASTM C94 · SPEC/FICA flON FOR READY-MIX CONCRETE' AND CONCRETE PLACEMENT. CONSOLIDA TlON. AND CURING SHALL BE IN ACCORDANCE WITH SECT/ON 50F ACI 301 ' SPECIFICA flONS FOR STRUCTURAL CONCRETE-. HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305 HOT WEA THER CONCRETING. COLD-WEA THER CONCRETING SHALL BE IN ACCORDANCE WITH Act 306 COLD WEA THER CONCRETING AND ACI 306.1 ST ANOARD SPEClFlCA TION FOR COLD WEA THER CONCRETING'. INTERfOR SLAB F1N18H SHALL BE A TROWELED FIMSH IN ACCORDANCE WITH SECTION 5.3.4.2 C OF ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE' . CURING OF SLAB CONCRETE SHALL BE WET Tl(PE IN ACCORDANCE WITH SECTION 5.3.6.4 B OF ACI 301 · SPECIFICA 1IONS FOR STRUCTURAL CONCRETE'. CONSTRUCT FORM WORK AND MAiNTAIN TOLERANCES AND SURF ACE IRREGULARITIES WITHIN AC/ 117 LIMITS OF CLASS A FOR CONCRETE EXPOSED TO VIEW AND CLASS C FOR OTHER CONCRETE SURFACES. ACCURATELY POSITION. SUPPORT. AND SECURE RBNFORCEMENT. INSTALL CONSTRUCT/ON, ISOLA 1ION. AND CONTROL JOINTS. PLACE CONCRETE IN A CONTINUOUS OPERA nON AND CON80LIDA TE USING MECHANICAL VIBRA TlNG EQUIPMENT. PROTECT CONCRETE FROM PHYSICAL DAMAGE ,oR REDUCED STRENGTH DUE TO WEA THER EXTREMES DURING MIXING. PLACING, AND CURING. FORMED SURFACE FINISH: SMOOTH-FORMED FINISH FOR CONCRETE EXPOSED TO VIEIv. COATED, OR COVERED BY WATERPROOFING OR OTHER DIRECT-APPLIED MA TERIAt; ROUGH-FORMED FINISH ELSEWHERE. BEGIN CURING UNFORMED CONCRETE AFTER FlNISHlNG. APPLY MEMBRANE-FORMING CURING COMPOUND TO CONCRETE. PROTECT CONCRETE FROM DAMAGE. REPAIR SURFACE DEFECTS IN CONCRETE. RECOMMENDATIONS FOR EVAPORATION J~ETARDANT' EVAPORATION RETARDANT: WATER-BASED MONt)MOLECULAR SURFACE FILM-FORMING TYPE "CONFILM" AS MANUFACTURED BY MASTER BUILDERS INC. OR "EUCO-BAR" AS MANUFACTURED BY EUCLID CHEMICAL co. SLABS SHALL BE TREATED / PROTECTED BY USE OF AN EVAPORATION REf ARDANT APPLIED IN ACCORDANCE WITH THE MANUF ACTURE'S WRITTEN INSTRUCTIONS AND SPECIFICA TlON. ALL HORIZONTAL SURF ACES SHALL BE TREA TED BEFORE AND DURING FIMSHlNG OPERA T10NS INCLUDING IMMEDlA TEL Y AFTER EACH FINISHING OPERATlOJV UNTIL CURING IS BEGUN. RECOMMENDA TION8 FOR .SEALANTSI SLAB CONTROL AND CONSTRUCTION JOINTS FILL: TWO-COMPONENT. 100: SOLIDS. SEMI-RIGID EPOXY TYPE ''fUCO 700" AS MANUFACTURED. BY EUCLID CHEMICAL co.. "SIKADUR 51-SL" AS MANUFACTURED BY SIKA CORP.. "SPAL-PRO XL" AS MANUFACTURED 11Y METZER / MCGUIRE. ''SEAL TIGHT" "REZ/-WELD FLEX" AS MANUFACTURED BY W.R. MEADOWS. INC.. OR "MASTERFILL 300" AS MANUFACTURED BY. MASTER BUILDERS INC. INSTALL / PLACE IN ACCORDANCE WITH CHAPTER 6 'OF ACt 504 " GUIDE TO SEALING JOINTS IN CONCRETE STRUCTURES" AND THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND SPECIFICA TlONS. lii z o -i= 0.. (1)- ~ Zo o~ (1)-0 >z LaJQ (t:!!! ~ 0:: bi ~ Q:: f? >- -..- ~ ~ ~ ~ f-;.l.aJ<:a:: ~~~() .. f..;; CL.. 4l"P l.aJ .......... ~ -" c:i' i=:! 0 '-'J :;:: ~ · · i:: Q: ~ ~!:!:! ~ V) t- ~;z: t;: ~ ;:::......... La.j ............, a.............. ~ SQ ---3: (E ~ ~ :s. 6 C) a:: 0 l.aJ ~a:~~3i ~ C) 0- c:::> ~ ;;5 a - o s:1 Q~ .E; co - ~ 0) s:1 .... ~~ <<r.t ~ ~ <CQ) ....... 'lIlItt.... . . ..... - .............. .= ~ ..,____ a ,." ....... ::! a .2 "'" 0) .... Q) ~ CL> lO,d" d "-" (.) ~ ...... ~ ~ ~ 0 bl) ~ :I&C~ ~ dQ)~""",. ~ ~ bO 0) a ~ t'Jl .. (0 .s E-t 'tiC:> :S....I'tI · tt.c~ ~ cd = ..... _....... ~ Jet r:c. s:I --- d .8 c:>.C ... as (.) ...~~~ ::J 0) fI.) .e,o b 00 . c:..> d t--4 ,fj c:..> d Cd ~ ~ (r) . i! .... o <:i' <0 .(l ,4 . ~._<7~ , GUARD POST SET IN SCH. 40 PVC SLIP SLEEVE WITH GROUT. TYP. SIZE FOR TIGHT FIT. EMBfD 12" MIN. DATE 4 AUGUST 2008 AS NOTED SCALE DRAWN BY DESIGNER JLB RH CHECKED BY PROJECT NUMBER SHEEr NO. C6 RF 08-154 OF SHEET(S) f -<UcL z/ Z/Or: !1 ~ 2 E ~ >- ~ li "C ~ ~ c::s lit: ~ ~ ~ ~ ~