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HomeMy WebLinkAboutMap APPLICANT 8/8/2008 ~I), ~I),ro. ~ x CLEANOUT I RJI,/=426.77 \V ~<), ~' " , x ~G.J ~' -i'-> SAWCUT --- --- --- --- ----- -- ------, ./ I xl '\' ~~. I ft I ~'Of).'O t~ ~ // /~ / // 1>.; r{1 .... ~~ // /~// / ..../ ~ ./' /' ~o/ ~- ~ / ---- / / ---------427 1>'1>'0 ,/ --------------_______ f? --------- Y V -- ............::=.-..,--- ~i" .SAWCUT __ ___ --- --- ~~ --- ~ --- -- -- ~ II -427---------:; / \ '!>' ( '\ xf ~. I~/'Z'\~~ 1 I~ ~'\" bt~' ~(j ~~ ~I),ro. f \ \ \ \ ')\1( ~. f x ~<:) ~~. f fFe 426. 71 Ire ~<'s ff"c '/8 428.7. ...' ',. " ,.6 x CLEANOUT RIM=427.26 FL=425.0B . .,~ ~V' f roO; ~~. f CONCRETE RAMP TO BE REMOVED\ ~<:) ;\. -3> ~<); ;\, ' __-",--x b.:f).. _----- -- 4, ' \ )(-;-----,-: . l> " . " E>, \ ~ I .' '.' 1 l). <:) 1 J>. ,:', 4..''';' l(\v' l.' I 4" b ~J ~"v' \, fQ~ . ~: " ~4?i "A . \ i' . 1(\" '/> (\ ~ " ~\.i?8' ',- tl( ~" \);t, ~ 04_ ' X AC 427.79 \~ ~ x RELOCATE EX1SnNG ~ v ','4, ",.' 4 : ' to t> . " '. K\ l> ' ;\. to' " ~ IS ~t . .~ ' ' .4 4 o;b.: bo-V' f \ \ \ ----' :..:.::::::--~ x ~ ~rV' -i'->4.~.s. ~tf ,. , ' x x 1+27 , t>. b v '2.') x / ",~1. 'CLfANOUT fl,C . RIM=427.22 FL=42J.54 -- -- -- --- -- SAwcUT I> I? 4 , '. t> l> ' , 4,',:' ...',.,.'01 " , "'. 'J) " ' -:' "4.. -4~6--'.t ': ;. ~ ".' ~ '~:" I'~ :, :-'~ .-/l, .,' '. " 6'(-~' Il ; l>" '.1> . '., ' 'I> " ~~. f SAWCUT __ -- --- -- -- -- -- -- -- -- -- -- --- -- --- -- SAWcUT SAWCVf - - - -:::. ::: ::: ::: ::::'E r1i - --- -- --- -- -- --- ~\ 'i -- --.. -- -- cob.: ~ <.n --- -- -- SAWCUT \xV' f '-EXISTING FLOOR DRAIN X 1'\ 1%'),. bt'),. \ . ~ .' .. , 4 " " , to' ~b . x REL0C4TE EXISTING CLfANOUT RIM=427.53 R.=425.8J , ,to\\t- ,. ", 'to' ' kiX "bo . '4 " ' to 4,. . ',~ , ." . ". . :. b'. ..b;. · '.' .~~'.:"- : .;' :::.' ..., . .~ 1- ..' ' I> " b,l>, 'to , . :'\'" >-. j.: 't. .:. .' ~..:...' ('. '. b 1>,' . . 4, . -4' l> '" ' . .$' . 4' ' , b' . . po , , ~\ '. j;. ~' <4 1-4 '.. 4" ~. .~<l.~'" " . E>" to 'l> i I> 4 ,4'" .../..,,'. ,~. :~'l>I$.' :-~,~, :i'~"~4. to" . ..," .:...... .>'::/. '~'.. . ;. :':'~'. /.~.' ,..., .... "'f:,. SAWCUT __--- --- --- --- -- -- --- SAWCtJf " :,1> , '1>. ,\1), ~. . to' J!, 4 4'" , 1> . ~." ' '.' .. ~,t,. .' ~, "..) ,~c,. . ..,\~" ~~b\" ~~~~' ~, ~I> " '~. 'to :~~..'. ' ,"-V r ' . . I> b( I> ' '".' , \5 . : . ,'.4~', ,4,.:" .:4 .1>' i\ '4..' ~'4~ 1>' " '.' :" '~tl" ..1>. l> \~ ' > · ....:. ..'!~b,:~\t . . 1>. ~. 4', 4 " .~." . . , '~, "~'1-." , ,,' ..,. ~. .' :4j' , . A . " ~\l(i" "A. ,. . t). . : 'os' Ii., ' ,.4 <I -4- 1>., . ". p,' ":' ': ." .. 1>,4 J> '. {:.. 1>' " to , . :' .4.. '.. : 'fl .: .,':1 ': t' 4 " ~1>"'4'", ;.:1:' t>-4 ,,. to' ~ . . , 4 "J> '. ~: ~ ., to'~. .'; t> f>.' '. ~"" 'A~t> . .'4' ".I>~., ""'.., ..., 'l>. . . . I> '. " ....bo '~'.,bt>": ~ .: .". ';1;'" ~.> 6i>_,,I>':.d . I> ' . . ,.: .' (1" ' . ..i ' I> ~, 4 ,f> 4 ". t> <I 4 : ", .,' "', I> '. .4 . , . ~ " . , : to . ,~"'." ." . . ..';. ,'.. I> : '~. 42~ ' 1>', . CATCHB4SIN R1M=424.07 ". , .'.. . l>: ,. .' 'I> .", .. , ,t> . E> 4 ')10 .- .;~.. . '. 4" I> ',:/' JI I> ,. "~ :. I> ;. , , , Il ,'to L~ .,,~, ': \'~.b' .; .' ~'. .~. ~ . i... b. .'. :..' .'; ..' ~'\ 1.. '4,1> ;\t:p~~. "'" ~ : '4"". '.t ~/~~~ p,'. ': 0<);;'" '.. I> to ':7' .'".4'. "4- '.4 I> ~,., ~~", ':: '/1>, , " , /" ' .4 'I> 4 ,.' 4 " ,/}. I> '0 " fe. ' ." , , 4.. ' /b.:T:{, '. .Ii 1>' 6,,/,4' 'J! , .,.. l>- +b . , to :4 ,'~,.o,' ~ . ,; DEMOUTION NOTES LEGEND )( H H H EXISTING ROOF STORM SEWER o SAWCUT AND REMOVE EXISTING PAVEMENT -473,00 EXISTING CONTOURS I:~' ,:.:.:..,..;...');..( '? '\~' ~ + EXISTING CONCRETE / SIDEWALK EXISTING GROUND ELEVATION TFC AC EP DENOTES TOP' FACE OF CURB. DENOTES TOP OF AC PAVEMENT DENOTES EDGE OF PAVEMENT ~ EXISTING 8UILDING ) EXISTING CLEANOUT . ODS EXISTING BUILDING COLUMN EXISTING DOWN SPOUT EXISTING CATCH BASIN eJ GRAPHIC SCALE 10 0 5 10 ~ 1 I · ( IN FEET I 20 I N Date Received: Original Submittal ;:. m :Z o Ii: (/)0: Zo o~ ViO -z >0 LaJ- o::~ > L&I a:: bi ~ o Q:: )... e ~ ~ ~ ~L:S-J ~ ::> t-- ~ C :z: ..... Z ^' L- "c:t; (.) l&J 0 ~ ....... ......... ~ -.J ...... 0 :c: ll.. t--.: a.. I-- 0 :E~~Q o~ ..o~a:Lj 0 ~a: ~4:" ~ i:: ~~:Z::Z:~ ~ ~:::i ..... ...... ...... ---:z: ~ ~ 0 ~~9oii: Qd!2~ -, ...... 0 It) Cl. 0 >< l.aJ ~a..~O)CI) ~ l&jC a.. Q . a - C) 0 s:I ~ O>~ .~ ..-.. CX)ttD t <r.)~ ... Q.C ::s 10> en ~ r-~~ . . ...... r- r-..... ~ ~ ~..-.- r-.....s:: 0 Q) Q""lt'o> ~ (l) to.,d -2 ~ ---() ~~~ 0 . ...... o as ~ .. f:ct s.. ~ ~o> ,C 0) c:a 0>"1:'-. as Pz;:l s.. 0 0') ~ s.. ~ co ..... f-t ..d fIl~O~ '. .d'4) 1 VJ C) ~..... co CIS 0> ~ t='t,~.d " ~.-.() ::t ~ ..... ..... ~ ~ ~ O"""lt'as () ..... c:L.lO " =' ~ 0') 00 ........",c b ~ fIl . ..... ..... l>- ..... 0 DATE 4 AUGUST 2008 SCALE 1 "=10' DRAWN BY DESIGNER CHECKED BY PROJECT NUMBER SHEET NO. G1 JLB RH RF 08-154 OF SHEEr(S) FLDoDPt.--A-lkJ OUe1<.~ D,\ S~, cr :SH- R Zoog- OOOO~ ~ ~ Hi to ~ ~ m ~ lJ.j ~ ~ 2 a: ~ >- ~ ~ tIC( ~ ~ lit::: ~ ~ ~ ~ ~ ., III LEGEND EX/STING CURB __________u____ EX/STING GRADE BREAK )( )( )( x )()( EX/STING 6' CHAIN LINK FENCE ( EXISTING CLEANOUT m! EXISTING CATCH BASIN o EXISTING DOWN SPOUT . EXISTING 4x4 BUILDING SUPPORT · EXISTING BOLLARD ~ EXISTING DOOR EXISTING OVERHEAD DOOR ~ f " ;~,~', "I EXISTING BUILDING EXISTING CONCRETE ~ ~V:>' X TFC EP AC FL GROUND ELEVATION DENOTES TOP FACE OF CURB DENOTES EDGE OF PAVEMENT DENOTES ASPHALT DENOTES FLOW LINE " ~t( 1>' ~. <8 ., ELEVATION DATUM ALL ELEVATION SHOWN ARE ON FEMA-NAVD '29 DATUM " BENCRVAlfl{ DATUM CI1Y 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. GI1Y 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 MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES. ~ TAX MAP 17-03-15-30, TAX LOT 201 to t:o b<~. ~CJ SITE ASSESSMENT OF EXISTING CONDITIONS GOLDEN TEMPLE FOODS S.lf. 1/4. SEC. 15, T.17S., B.3.".. If.M. SPRINGFIELD. LANE COUNTY, OREGON AUGUST 4, 2008 SCALE 1 "=20' (j~ ~v' ~IV ~~ ~. <8 " k1-. f x <b~ ~ro. f x ~ ~t:o' ~c f, ~ ~c 1f<6' 4?6:t C' ~ 1f<6' .;> ~ ~6.'~ ';><2 EP 426.34- -;ro t\~' ~":> ~JI ~~. <8 f~ X ':>~ ~fO' f' X . CLEANOUT RIM=427.26 FL=425.08 CLfANOUT / RIM=427.22 FL=42J.54 -;k ~. f X ~ ~. !)I ~'}.1 BUILDING ~ 3Ii @ ~ I.;:: ~ INIERNATIONAL WAY - i QD./)MON() l i ~ ~ N CJ) HAYOIN BRIDGE ROAD n VICINITY JIAP SCALE: ,NOT TO SCALE FLOOD PIAIN 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 ~~ ~, 'tt.f},~' 'tt.~' ~ ~ ~ #. ~ SOIL TYPES 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 p'..J.flJlAp PROTECTION THE SITE /S CENTERED IN THE 1 YEAR TIME OF TRAVEL AREA ACCORDING TO THE WELLHEAD PROTECTION AREAS MAP. to<b '9<f},t:o. ~v <bfO ~~. f X l' ~. ~ X WATER. QUALITY LlJIlTBD WATERCOURSE JIAP NO WATER QUALITY LIMITED WATERCOURSES EX/ST ON SITE ACCORDING TO THE WATER QUALI7Y LIMITED WATERCOURSE MAP. 10 r---..J ----. o I 20 EXPIRES: DECEMBER JO" 2009 ~ Branch Engineering, Inc. 310 Fifth Street Springfield. Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin(jbranchengineering.com Civil . S~ReoeiYifiSportation · Surveying AUG 0 8 2008 Original submittal PROJECT No. 08-154 Z:\2008\08-154 Pivot\Drawings\TOPO\08-154 TOPO,dwg, PAGE (1). 8/5/2008 11: 15:42 AM, goilw " br~1 ~ / ~---------- .,/ ..,,/ -------427 / TP MATCH EX/STING CLEANOUT RIM=427.26 ( 'b "4. ,,"'.4, ~ ~ . "',,' " 4," ,', .i'~" :./ :: :A '~".I>,,~' , t> ';.' '" ' \4 ',,"~,': '(",,'4 CLfANOUT I R1M=426.77 \V ______427 ------- ----~ ~ CLfANOUT / R/M=427.22 1>' 'f>... . ~. ~:-1>-'4,~6 : <1 " ~ 4 .. 'f>: , RELOCATE: EXISTING CLEANOUT R1M=427.5J FL=425.8J 4' " : ", , ,;, 4 'f>." 4 l>:.. 4 A $.' I> ., 1> ';,' .. 'f" .".r> . ," '4 ' ' , . .'1\. ~ />. ' \;': ~ : ..... ...... :.~f.. .<..:.....;::..~..: ~..~..~:.. ~ · ,".: ": · .. ~r:7 ~" .4 P. ,',. . o$~" : .;, , . , ~ ' t:Jt, ,: ~ :' .. .5''''. : 4. ,". < '. ~ P-':,' " 4=2~ ' ,,,, " ' ", .,,, ". 1>. ' .' b ".. ,'4 .4"" ,4 ./J ' ''', , . '::.::'~~:.."'~. .' .. .:' t.: :"~ ~:.' .~ .:; ,': . g'-. .:.' '. - J> J.' ',' I> " 't. ' '1>4 '~ .4..',:-. ,:~~ ~ ..~4:: . '..,)3. .' " '. iii'> . , v'" v . .' ~ '" ,,: i. ',' ':: '.. ~,~!: " A 4 '. ' t>' f>., ... ., .. :,. ... l> J. . I> . . ' .4 :.. ~ ~: . t> 4,' l> " . '1>" t>b...., ',. " ,. " 4 . . b f> ,4 .:.4 " ' "4 . lJ. j,. A'. ~ .; ,j. " ',. 4.1> : NOTE: ' EXTREME CAUTION /5 REQUIRED AT EXCAVATIONS IN THE PROXIMITY. OF EXISTING FOUNDATION STRUCTURES. SHORING (DESIGNED BY OTHERS) MAY BE REQUIRED IF EXCAVATIONS BECOME UNSTABLE., CONSTRUCTION IS TO BE COMPLETED IN THE DRY SEASON. CONSULTATION WITH A GEOTECHNICAL ENGINEER IS HIGHLY RECOMMENDED. l> 1>, I> , b .4' ',", ',' :4' '.It> " , ,.: t' ,,,' A ,,' '> 4 , , 4' " ,~ '. ' " . t>. , '~ ., 'p' ,4 ," ,>.,'j,..,1.' '" 'I>~',', 4': 6' '.:/' t>, :" 1:>' , , ~ ".' . :, .\ ',,4' 6 j,. ' .' "t-{} :' . 1>' " -' ' . : ,'\ ' I> :.:> .~., . . , ~ ' : ~' 1>" ,f;. .' ~~ ,;. Jl I> b- . ' g .' ." d~ 'I>, > .. ',' ,'''t.:' : .'4 " ,1>4: ~ .,', .:. :.<~.' . . /:: : .':,~ : ;:.. ".~:. :\.:' ~:.': ' .~, . '. J:~'.~. i: ~.. · . .. t>4 .4" ,'" p.' ", ,~' ., . ., .I>t- ' . l>" " "" , , . t4 ,'. '~ .1>"" ' .6, 1>" , , 6 ". ',6, " '0 . ~ . '0..' . j. : b, ". " 'i>. '4., '4' t> ".6, 4' .t ." 1>' 6 ~ 4 ,;.4 ',4': -:l>~ ' ,,: .." p: :,~', ,".~ ~' ,,'1>,. ": . :.. ..' .:'P.":';,' ',)', ~:. ':" >.,.... '. ." '.~. . y;.. ... '. . . p " . b l> . ao: III Q : 4 ..,' !' . . . . b . Po . b.: 7.,.<0 ." ~ '. :. 4. '</--. ','. kt>," '/>' . ':' " . 4:>:. 4,. /,A., l> .'~ .l:t ,.,,', ~, " ~. 4> . , ;6" <&' . t.' " , ". .. ..., . ' , ..."""" 4 ~ , , ~,4 ' ", 4 , <6: " 'IJ.': t>' 'fa ..., A : ..,.' l>' , .' 6 , ' . '., , l> 1>' :' "1:> " '1>7,., : ',1>. b ",~/, 'i .. .4.,';:' ..~..~. . . , . . ' "", ' ;d 'l>",'." v .: .. . l> i ' " ,~ . I> ."'" ",' t> ' , . .' tr.' , '.' 1>. ... ., <1 4, i> ..;.'. ': ~ .' 1>4 ' t< ' -:' 1>': : " ,,, "$'.." 4' />',' , 1>' <l' '. LEGEND ,~"""',"',~,~'" EXISTING ASPHAL T PAVING PROPOSED ASPHAL T PA VING EXISTING CONTOURS PROPOSED FOUNDA nON PROPOSED RETAINING WALL WITH GUARD RAILS PROPOSED TRENCH DRAIN CONSTRUCTION NOTES: , ~ <D CONSTRUCT CONCRETE SlAB PER DETAR.. ~ @ CONSTRUCT RETAINING WALL PER DETAIL LU ~ o CONSmUCT AC PAVING PER DETAIL@ @ CONSTRUCT PCC PAVING WITH TRENCH DRAIN PER DETAR..@ """""""""" 473.00 ." II.) ..,1 fl. 0'" II II ..,. .... I If'" f'" f'." II ."... 1..I.lf.. '? ~~. tx + EXISTING GROUND ELEVA nON ) EXISTING CLEANOUT :) PROPOSED CLEANOUT o PROPOSED SUMP'& PUMP o PROPOSED AREA DRAIN PROPOSED PRESSURE RELIEVING BUBBLER (CA TCH BASIN) PROPOSED CHECK VALVE WI STEEL ACCESS BOX N GRAPHIC SCALE 10 0 5 10 ~ II ( IN FEET ) ~ 20 I ~ ~ EXISTING BUILDING . ~ EXISTING BUILDING COLUMN EXISTING. CA TCH BASIN TP DENOTES TOP OF' PAVEMENT Original Date Received: AUG 08 .;.:. CD z o i= a... (I)~ Z<'> o~ Vio -z >0 1.&.1- tk:!!! > ..... 0:: w ~ o a:: >- ~ ~ ~ ~~..... :::)~:<( ...... :C:'" Ula.JO~ 4I.-J~.O ~CLt--: :t~~Q" ..U~Ck:d ~Q:: .~ c:: l::~~z~ ~.-... la.J ___ :<: 00 0 ...... l&J~ .-J <:) a:: ci...... 0 II) a... a: a... (!) 0) (f) a... ::z: -<( ......... Q.. (:) ::z: --- Q ~ (:) ~ ~ ,. f\. o '-' i:::2: ~> ~~ Q SCALE DRAWN BY DESIGNER CHECKED BY PROJECT NUMBER SHEEr NO. C3 . c..> ~ ..... - b1) c= . ...... ~ Q) Q) ~ . ...... bLl ~ ~ ..d c..> ~ ~ J-4 ~ @) DATE OF s .. o s:t Q) ~ .~ co - tl> ~s:t o .pot I ~ ::J co I> fI) l'- ~ s:t · l'- 1"-.... s:: 'lllf ..-. .. 0 z-..,"'s:: Q) .. Q) :i3 lO..d as "'-"0 ....> ~~~ ~ ~ :~.s ~ 1>81"-. ~ b ~ s:t rt!. r^ co .... c- V4Pf:i 0 S .d .... I '1:1 · ~.! co GS : ~'t,l!..d J.4 s:: ..-. 2 ;:! .... ....... - 0,...<<5 0 ;~.e.s E fI) 4 AUGUST 2008 1"=10' JLB RH RF 08-154 SHEEr(S) . .... .t: .... t.) 0- <:::> ~ ~ OJ ~ ~ m ~ l1.j ~ ~ 2 E 411( >- U Ci ~ tlI( ~ ~ c:.s lit: ~ ~ ~ ~ ~ / -------- ----------427 RIM · ,MATCH EXISTING TP 6 INV. OUT · 425.65 /. I)""~ ~~k"' // CLfANOUT RIM=427.26 MA TCH lE) INV. CLfANOUT VERIFY 425.76 MIN. I RlM=426.77 \.!...J _...4" SAN -- r--- ______ 4'2.7 --------- - - ....-- ----- ----- ------ _-4. SAH-- ----- --- 9 --- ... SAN---- __-r ,. ,~'.' \ :'4, '. .4., " ~ . ,oS,.:'.$ \ -. ' , , \ '~. ' . ,.<I .:0 ',,. , . ~, ~..' , , .~ ~ ~ ~ ' ,. ',. ~ 'I> '4 v CLEANour/ RIM=427.22 \ \ \ \ l RIM TO MATCH EXISTING TC '1> ~. " i> J\.' . k 4 4 ,i. '. 1>. , ., : ,. , ,/> :S' . 4.' ,:4' . 'Ill" t \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ l , ,., 4 . .' t>, ' b " " i. , " l> " '",'. I> 6"" : ',' ':'4,: ~,.,' ~ :J.. '. ' ." t> "4' f> :. .,' '1>', . "7'/' :'l~"" , ~ '" . "', I> ' ~ '. 4: t> ,f> , ':> . "" .. ~~ ~}~..,.: ~:' .:; . .~ ':' :,-.~' :'~ . .' ":.: :'.:~~', ~~ ~. .... '.{ ~.'" . , " " \, ,4' 4 'I> b' ",,' ' to ,'" f ,1>4 1>;6 . >:~,.~>..'. ". :'j. .. > : '>d' ~;':. .'>: .:: > ..' .....: '. f~. . '. . .::~ .... ." .' / " ' I> " ' J> . Jj \' . 4 ,I> 4 " , 1>, '.,'. . " " ~.' , , .' /> '. It' ., /4. . . , "... '.,1>lJ." ',:~ ".' :" ..,~ 1>,~.;6" '.:,~:,: 14.,.. ',~ t<,~"/>' 4.' . '.,"'/>,'" . ',,'~' ~ . ~ ..".~ t>. ~" , . 4 ' 'l> (0. . , '(:.,. , , . , l> ..' I>- ' ~,'4, '4" , I IS . ~ ,,' ,. 4 1l.': 4 ' ,..., t>, , , .', . , 4 . 'I t> ' " . 4/", 4" i' ' P , . I> ' . U) . b ~ 4 4':' '.1>4 " 1>, :l> p. , ' :," , ,.. ,'/' 4 " , ~~,,' ,.' ',"I> '" .~,,:..\ ~ ," .'.': ~ ',',. ", i>- .~ ,~A ; 'I.;>, ;.~" ',4 ~ 4,' .'.," '.I>.~ I /." "'''''.' '. , ',' .4 ,<) " ',' lJ. , /lo' , ... t> ' ,6". '~< ,t- . />, '.': -:.1>. " ..':: />' :1>4 , 4' ~,..f:>,".. .4-" 'll' t>,:41 ,'4':..~~. ,',""..~":,/>. .' ~1-'O... t,"!>,4 , , '~"i1'.?..o' .. ..,'. " "I> />,.' 4t>, ~/, I< ,/, " .,.. .. ~ IJ. , ., "\ ' ' , 1>.' , . ..', 't> ., ., , . '.4, . 4 , ~ "b. '" 4 . "'" ' ~ . ' , . ,.' , 'l>'. l> f> I " I> ' 4', ,.~., ':': P..,.. ...,.,: ~,',4' ,~,4' '~" ,~:,'G ..." '4 ".l>:.~~, , ..," ',/ ~'," ' ~. . 'JS ,.' \ '. . ',,,' ':, " .~. 't> ~~ ' , ~',' , '. .4 /l:.:.J ~ ,: ';" ".:' ,... ".,': ,.:, -\-.I> :', 4 ,,:,~ ,~,,:il'~' '~", ','.k,:..""" '~~''::~_'~'-~ . 4 "," I> 1\' -. ' ',., . I> " ',eo '.()o ':" ~ ...:. \ .' .'4 :'~ ~ .. 1>., . ~ " ,;' b' :' ~ ,. "i,.;" ",' l>' '4r I \ \ \ \ \ \ ~ \ \ \ ~ .",./> '. .) '.., , '-,~4t,6L' 4 ,. III b , " " t>' I> " ' . '.t, ,." 4' . .----'a~"1 ' 4 \ ^~NG n~ D~ RELOCATE EXIS11NG CLEANOUT RIM=427.5J FL=425.8J . ,'..i "., 4' ,to.4 ' ,.'1> " '/> , :,~..,.. , " . '." ~ " 1>:" , >) 1'.". ,:' 4t>~,: ../,'" ~.,' <.~ ..~~. >. :" b" f> '4 , A' l;-~' '. . ".':.~' "'~~"":<; ... .' ;...~.~ .' ~: '. .. . 4 ' ,1> . .' 1>.' 'f' . ',. ,'" " l> :' , ' '/> '~ 4 'l>" 4 eo . '" '. 11 ..' "4 , .' ,^ ~l> ' " ,. '" , l>.tJ. : , , '~ . l> , '," , . eo:' :11 l> ;\,' , l> " ,. .' ~ '., CONSTRUCTION NOTES GRAPHIC SCALE 10 0 5 , 10 ~ I I ( IN FEET ) 6, ", : , ".. ,.' " ,.' , - l.' . . i,b " 4 20 I N .~,'" .' '" . , <D CONSTRUCT. TRENCH DRAIN · ABT. .INC. POL YDRAIN' WITH POL YWALL I. G::J USE CHANNEL #02/ (NON-SLOPING) 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 DET An.. @ o CONSTRUCT AREA DRAIN PER DETAIL @ <9 CONSTRUCT 6' CLEANOUT PER DETAIL @ @ CONSTRUCT 4" ASTM D-3034 SANITARY SEWER PIPE WITH TRACER WIRE. CONSTRUCT 4/t 8CH. 40 PVC PIPE WITH TRACER WIRE WITHIN 5' OF BUILDING. @ CONSTRUCT 4" SANITARY WYE & CONNECT TO EXISTING SANITARY SEWER PIPE. <V CONSTRUCT 2" SCH. 40 PVC SANITARY SEWER PIPE FROM SANITARY SUMP TO EXISTING SANITARY PIPING SYSTEM. @ CONSTRUCT 2" 8CH. 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 BUILD/NG. @) CONSTRUCT 4"x2" SANITARY WYE.& CONNECT TO. EXISTING SANITARY SEWER PIPE. (jj) CONSTRUCT 6" STORM SEWER WYE & CONNECT TO EXISTING STORM SEWER PIPE. @ ABANDON EXISTING SANITARY PIPE. @ CONSTRUCT 4" PVC PERFORATED SCH. 40 CONTINUOUS FOOTING DRAIN AROUND PER/METER OF BUILDING. PLACE LEva. CONNECT TO 4" PVC 8CH. 40 PIPE. @ CONSTRUCT 4" ASTM 0-3034 STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 4" 8CH. 40 PVC PIPE WITH TRACER WIRE WITHIN 5' OF BUILDING. @ PROVIDE 1/2" WATER SUPPLY AND TRAP PRIMER TO SANITARY TRAP. @) CONSTRUCT 4" SANITARY P-TRAfi P$VETAn.. @ @ CONSTRUCT .2" SANITARY P-TRAP Pt:RDETAn.. @ @ 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 LOCATION OF .ALL EXISTING UTILITIES WHERE CONNECTIONS TO NEW UTILITIES ARE INDICATED. REPORT TO ENGINEER IF LOCATIONS ARE SUBST ANT/ALL Y DIFFERENT FROM THOSE SHOWN HERE. @ CONSTRUCT 1-1/2" ELECTRICAL CONDUIT, DESIGN BY OTHERS. ' @ CONSTRUCT LOADING DOCK SUMP AND BASIN WITH PUMP ASSt:MBL Y PER VET An.. @ @ CONSTRUCT TRENCH DRAIN · ABT. INC. POL YDRAIN' WITH POL YWALL I. ~ USE CHANNEL *02/ (NON-SLOPING) CONNECT TO SUMP. SEE DET AIL ~ INSTALL "POLYDRAIN" 510AF FRAME & GRATE ASSEMBLY (PART · 5/3AFJ. @ PROVIDE AND INSTALL CA TCH BASIN (AS PRESSURE RELIEVING BUBBLERJ PER DET An.. @ @ PROVIDE AND INSTALL CHECK VALVE WITH STEEL ACCESS BOX ON STORM SEWER PIPE. LEGEND . ODS ~ EXISTING BUILDING COLUMN EXISTING DOWN SPOUT EXISTING CA TCH BASIN "',""',""""" EXISTING ASPHAL T PAVING PROPQSED ASPHAL T PAVING PROPOSED WA TER PIPE EXISTING SANITARY PIPE PROPOSED SANITARY PIPE EXISTING STORM WATER PIPE PROPOSED STORM WATER PIPE PROPOSED ELECTRIC PROPOSED TRENCH DRAIN EXISTING BUILDING """""""""" W ---8AN ---- ~ -6" SAN - - .;.... 6" STM- - - - -6" STM E . 1..1 I "I'l" ..... I:~' i:.:,:"/;:'~~:"~ ." '~~. ~ + EXISTING CONCRETE EXISTING GROUND ELEVA 1I0N TC TP DENOTES TOP OF CONCRETE DENOTES TOP OF PAVEMENT UTILITY REPRESENTATIVES ROOF DRAIN DOWN SPOUT UTILITY REPRESENTATIVE PHONE RIM ELEVATION (541) 342-3661 INVERT ELEV A 1ION GAS (NW NA TJ GREG STIFFLER EXT. 8376 ELECTRICITY (SUB) ED HEAD (54/) 744-3707 EXISTING CLEANOUT TONY T ALBET (54/) 744-3715 TELEPHONE (QWESTJ HERB SUMNER (54/) 484-8507 PROPOSED CLEANOUT WATER (SUB) BART MCGEE (541) 744-3756 PROPOSED SUMP & PUMP SAN SEWER (PRIVATE) STEVE: GRAHAM (541) 726-3665 PROPOSED AREA DRAIN SAN SEWER (PUBLIC) DENNY WRIGHT (541) 736-1010 STORM DRAINAGE STEVE GRAHAM (54/J 726-3665 PROPOSED PRESSURE RELIEVING (PRIVATE) BUBBLER (CA TCH BASIN> PROPOSED CHECK VALVE STORM DRAINAGE DENNY WRIGHT (541) 736-1010 WITH STEEL ACCESS BOX (PUBLIC) FIRE AL GERARD (541) 726-2294 ODS RIM. 475.90 jINV. 474.40 ) ) o o ~ M ~ :it o Ii: (/)~ z<> oC (i;o -z >0 w- ~(I) > IaI a:: w ~ Q:: :>- o La.. ~ ~~...J ~t--.::<{ ....... :Z:'" (..)I..aJO~ ~ ....... L-- 0 ~ t--: a... ........ <... 5:~~Q .:5 ~ (.) ~ a:: rj a.. -JO:: ~G:.. ~~~~~ ~ ).. t-I-~-~ fi:. t:: ~ ~ ...J 00: ii: :::! a --.0 to a... ~ ...... 0:: a... ~ 0) (f) ...... ::> a.. Q . C) ~ ....... a ~ o .~ 0) ~ ~ Q) taG I) 0') s:s e;.. Q -roe J.. It=' q:) Q) 00 l'-"lI:Its:s · l'- l'- ...c ~ ..~taG S S;.~ ~ :::t at)..d CIS '-"(.) +l g~ ~ ~ ~ ~~ ~ ~ Q)I) ,C s:1 Q)~l'-. as ~o 0') s= ~ ~ q:) .... E-t tIl'Tio~ . ..d'i)I.ij ~.... co as QJ ~'tD~..d f .s -:;- 8 .a QJ.t~as () ... ~ao ~ =' c-') CI} ,-,,C b 00 - b.f) d . ..... ~ Q) (1) ~ . ..... bD ~ ~ ..d C) d cd ~ a:l @) DATE 4 AUGUST 2008 SCALf 1"=10' DRAWN BY DESIGNER CHECKED BY PROJECT NUMBER SHEET NO. C4 JLB RH RF 08-154 . ..... .... ~ .... (.) 0- <::) ~ ;;5 m ~ id C'i ~ ~ OF SHEEr(S) ecelved: A 08 r- ~ 2 t 'CC >- ~ ~ 'CC ~ ~ <:::s lilt: ~ ~ ~ ~ ~ - -I- _ .R.R = -~ --- --- If II II II --~ -- - -- - If II If II u - II II II II u II II II II u II II ' II II u II II II II u &r --- ----- - --..... - '4 " "" /2" I 1/4 BEND SANITARY SEWER " ELBOW I ~- 0 ~Br~ 4" SANITARY SEWER ~~ DRAIN PIPE ~ COMPACTED CRUSHED ROCK --- , 40'-0' 6JA" v 9 * 2" CLR. TYP. ff " , 'd ~~ J CONSTRUCT TRENCH DRAIN · ABT, INC. POL YDRAIN' WITH POL YW ALL I. USE CHANNEL #021 (NON-SLOPING). INSTALL "POL YDRAIN" 5/0AF FRAME & GRA TE ASSEMBLY (PART # 513AF). I <1 " . ~. , a , r --- . .IJ .. :r '" ' --...-, , wi ~ . ' ". '4 - -- - - -- -- -- --- --- - - - ~ !:'fjADING DOCK & RAMP ELEVATION :::1..M AI lli~ I"r , , ~, . ,'l1 = 1-" II I.... .... %9"75'" 4 . 4' "'i.J":f ~ A;;r ~JW @ RfJCK & RAMP SECTION , /)... ,'/Jo .~ t> 8" TO 4" SANITARY SEWER REDUCER 8" ROUND GRA TE 8" SANITARY SEWER RISER PIPE / SLAB PER PLAN ~./. ., /1> ' , !> 1>: b 'b l" /Jo' / (f;) ~~' ROUND AREA DRAIN . ~." . q I . . <1 . .', <1 I .. .. "," ~ .., .6~ .:1 .. .....:::~ <1 ;AJ .~".c3 .' . ' ; (4) -=4 BARS~' '. . . <1 " " to .... l'\ k } /8" NOTES: I. PROVIDE 3.000-psl MINIMUM CONCRETE STRENGTH. 2. THE FINISHED LEVEL OF THE CONCRETE SURROUND BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE. ~ '!~~lf.fH DRAIN DETAIL " .. CONCRETE SLAB ~. = $EE~H I = =- A:f ~ I>.;J .4 ':"4" " "I., '. ~~~~,\<A /. ~~ ~ ~ AI ~):>~ !}J ~~ '(b ~ -q:8 o:J i 65'-0' . R~' 423.83 ~ <).tJ . l r J \: II II II II u f5\ \\fV II II II II U ~ 0 o'rf.:.o~o'6..o't!..o~o'6..o'ff..o~o'It. A 0 0 o~o'({o~o~o)t.o~o~~o~ 'J...o'rf.:.o'6..o, 0 ~o ~9' 'J...o~'1Lo 0 0 WALL. FOOTING & BUILDING SLAB DESIGN BY OTHERS II II II II u II It II II u 11 , II It II u = -~ . ~ol 0 ffP'6:.c 0 ~E ~ ~; ~o 0 o~~Poo 0 {~ 0 <;. ~ 0 ~ ~I 0 '-Ii 0 <:> O~OIOd: ~~~ ~~~ .~~~ ~~. '" k~\? %~~ n 0; ~ ~.~ ~ " ~'?~ 0 .' o~,,;: ~~~~~: ~: r I ----- ~ ~~:J i~ I ~ / t::.~ "-- - ~ / / -- z;;;y EY 0' A:E "-<..3 ~':;'Y r.:l .Q' U ~ ~ FOUNDA nON BASE COURSE 1 THICKENED WALL SECTION BEYOND SEEffi @ } o 0 0 0 ~Q o~ o 0 0 !:> 0 0 0", ~o 0 0; :"0 :.1 :"00000' 005J0:Y r .. " ..., .' . A" '. . ... .......' . ': ' '.,':' '. , '.. : .." .:!\. "~ , " ~'J:3.JS::( J::I' JS::( U z::r JS::( = R A.lI. Ii;;[ 6'l "., JliOi U Ji;;f U Ji;;f JS::( j!;:l' U Ji;;f .u = liJ lW = 1M lW ~ JS::( U J;:f E:r 1W t.:z'1!::r -= 1tS D' !l:r ~- (> 0 0' 0 r Oc' ~ ooo'f o~oJti::> 0 0 0 '~I ~~ ~ 27'-0' 1 @ !:'fjADING RAMP SECTION <0[< ..:- .., ~ T".A '. WALL. FOOTING & BUILDING SLAB DESIGN BY OTHERS TRENCH DRAIN SEE ffi. \IV AREA DRAIN SEE ffi \IV fY\ \fV~ ---- -- .~ .. ~ ~ ~IiJ;: n.~ .~~~. . ~ 'If ....~.., -', " .' - - If:. 1:: B,.., '.. : L .'.. .~~ Ii:>' E:1' = "':\.)>,>,,')7>> 'OJ ...~ ..". /:0(~~~ ., ~~~~~<~~~/ ~~~"C< Y/,)~'</,>~I>,Y ) t ) PROVIDE BACKER ROD & SEALANT AT SLAB BOUNDARY. r;;- --i) ~ 0 O~O'6.0'lL.O~0~<>'6..Q'6..O~0 I .Al 0 0 O'lL.OXO~O~Ol1...0lhO~O~0.. i.O"lf..O'lL.O~ 0 0 1..!1 o'l{o~o~ 0 0 ~, '." A ," q' ." "~"':.* . - --- ~--:, ,...4,~~'... .' J::i'''b~~ ~ ~......= ~ &:Y -- SOT ~ .... II I.... ,I 9'-2- 24- 1& I 16- I.... I 1/ ,I . 6J4t 2' CLR. TYP. ;1 .... "f' ) , , tb ,i. r1. CONSTRUCT TRENCH DRAIN · ABT. INC. POL YDRAIN' WITH POL YWALL I. USE CHANNEL #02/ (NON-SLOPING). /NST ALL "POL YDRAIN" 5/0AF FRAME & GRA TE ASSEMBL Y (PART # 513AF). A !:- i1 4 ~ -4 - 18u O.C. <1;{ <1 ... .Lj~. ~,.. .~. ."A ~ ~ ". ../. 4 / , ~ ~~ ,/" ~ ~',/ . ~ lo ~ d ~ " , i'- l'\ . ' <1'<). a ' J I - 4' <1 .4 ,'\.l - . 1\ ... .. <1 ~ .., . . 'l;:t - <J ( ~ #5 - 18" O.C. OR #4 -12" o.c. ...1 .. II , <..s ' <! ~r- <..s I" ' . tI . .... ~ 24- <: 1/ 1'-0' ,I 1'-0' [.., II 2'-4' i/ ,I -" II ~ TRENCH DRAIN SECTION ~ N.T.8. , r PVC SPLICE BOX CONDUIT SEAL \ WITH CORD GRIPS / <J " U\ . <7" ~ .. CONDUIT TO CONTROL PANEL \,"; ""''';'''1 : /--;V'-;T'" I V REFER TO ELECTRICAL r' ;,.,.,-,-1..""'_', ~' l .. PLAN (BY OTHERS) e----)) '-~U\ : .....-- .,/ ~ ;: 'o~. .. .-.,...' ; I- ,~, .JI!!!!I . !i "'\'" 15! I J .. . if '~~~:' I -; .. ..... i 1\ li==" : I \~" ti:! :. .. f 1- % .. ~ .. N .~~iii" .. ..... "\ -: ~.. .. ,;,~~: -U-' ~ ../ l.-;, _ '-'- I< --: ~ · ii n ~ .-,~ 01 I ~ r'I ,.nL, 1 _ ~ 01111 If il I I I I: .. . NOTE I PROVIDE HIGH WATER EMERGENCY ELECTRICAL CUT-OFF FLOAT SWITCH (NOT SHOWN) DESIGN BY OTHERS. 30" DIA. FIBERGLASS GASKETED LID WITH STAINLESS STEEL BOL TS RIM- 423.95 ~ ' I ' ' '\. S J I ~ ':4 BALL VALVE ....... I 2" STORM SEWER DISCHARGE .. ~ 6" SCH. 40 PVC DRAIN PIPE 30" DIA. FIBERGLASS GASKETED LID WITH STAINLESS STEEL BOL TS ..... . '4 FOR TRENCH DRAJN~. 4 SEE C5 \ "PUMP ON" WATER LEVEL 42/.87 ~ INV- 422.16 FOR AREA DRAIN~5 SEE C5 \ ---- "PUMP ON" WATER LEVEL 421.87 ~INV. 422.95 6'-0" MAX. LIFTING. ROPE LEVEL CONTROL FLOA T .ASSEMBL Y CHECK VALVE ORENCO PEF 15012 OR AL TERNA TE EFFLUENT PUMP. INV- 418.67 '"'t:t :l 30" DIA. X 6'-0" ORENCO OR ALTERNATE 1 PVC BASIN WITH ----L- FIBERGLASS BASE 6" AND GROMMET<SJ t 6'-0" MAX. CHECK VALVE LEVEL CONTROL FLOA TASSEMBL Y ORENCO PEF 15012 OR AL TERNA TE EFFLUENT PUMP. INV- 418.67- ii1; t; Ioi I I I ~ ... ... 30" DIA. X 6'-0" OREHCO OR ALTERNATE --L PVC BASIN WITH FIBERGLASS BASE . 6" AND GROMMETCS) t "PUMP OFF" WA TER LEVEL' 418.87 ''PUMP OFF" WATER LEVEL 418.87 NOTEt PROVIDE HIGH WA TER EMERGENCY ELECTRICAL CUT-OFF FLOAT SWITCH (NOT SHOWN) DESIGN BY OTHERS. :': "1 ' ~ 4 .c3 ' 'q , 'q , , :q ~ ' ~ 36" DIA. X 24" THICK CONCRETE -4 .' ~" < ANTI-FLOTATION BASE '4 "0 d ' .(\ 4. "0 ~' .4 .' . _ ",1 /1 . :': , '\J. . '0' 4 4, '0". '0' " ;q ~. ~ 36" DIA. X 24" THICK CONCRETE '0' ... , " ~ ANTI-FLOTATION BASE 4 ." , :4 4, 4. '. .(\, '0 ~. '>\ ~ ~~~ AND BASIN JYITH PUMP ASSEMBLY . G) ~~~ AND BASIN WITH PUMP ASSEMBLY. . ~:, I r TRENCH DRAIN SEE ffi \IV 4+l ... 4), .~\ J ~ ," <1 .6 ~ASPHALTIC CONCRETE PAVING PER PLAN "GBSON STEEL" OR 'LYNCH" ~. .:..~:L~:~,~;km / ;:~H<:i:~E]H:g r~tei:~~ A':'S~g:R~/ PLANS MANUFACTURED STEEL CA TCH "S-:-: :/ ~/<:'::- :::.-; :- BASIN 24" X 24" X 36" D ~ "' COMPACTED CRUSHED ROCK 5;~gJg:~ESt:fRFROM SUMP__.. 'L,:::::dH1.t,,;:;; ~~ .,,{..~~~~ SITE STORMWATER PIPING . "'It....:<:, ....:,: .'. .,';,': /8 ~': '~~ "FERNCO" HUBBLESS CONNECTOR ,I -~ I:::> ::, y :>: ' 3" MINIMUM BEDDING -~>>~~X ".': <0 f co) >-~~~ . 3/4"- 0 CRUSHED ROCK ~~~'<. .'..,. .: ,......:~.."..,~;,~.~..,.t~. "'- BAFFEL WITH CLEANOUT LID '~Y'>y~V/~~~~~>>. ~'" I. BOX FABRICA TED FROM IOGA. MATERIAL. r~'''z4~~ ~,' . J I'-- UNDISTURBED SOIL OR 2. HEA VY DUTY SOLID LID. ~ ENGINEERED FILL ~ ~'!'~l! BASIN DETAIL .. Z o i= 0.. (/)02 Zo o~ (1)0 >z l.IJ2 o::!!! Gi 0: ~ w ~ o ct: >- p ....,. ~ ~ ~ ..... ~ ~ ~l&.a()~ ~"""'i:: ~!:::~~Q En~~d ~ct: .....c: ...."l(~~(:) ~6Q---a; a~6~&: &:~~O)V) V) ......,J ....... ~ l.&J Q ~ .. V) ~ .:;c:: i=:O ~i7== 0::0 Ol&J ~ ~V) Q DESIGNER CHECKED BY PROJECT NUMBER SHEET NO. e5 v4 0\ n." ~ [) .f1J;j>- ~ ~J L~ .-.~ ~ cJ -:- /::;)1 ~ f.1tfC. Z ~ ", H) 0.: ~~ 8- C) :: CO ~ o ~h'" ~ w,... <( ~ ?\~ \:.l~j' 4- ~ ~~9~:! I -.. - ~ :l Q ~ .~ CO _ CP ~.@ t k~ I cp ::s ~ <0 cp CI.) s::= r-~a · . ...-4 l'- r-.... 404 ~ . ... ..-. ~ lilt Q) l'- ~ a .s QU)CP ~ (J.) ,-,.d CIS ~ 0 ~ ....-4 ~~ ~ l ~ 1 ff&4 i a ~ bO ~ a ~ {I.) .. <0 .... .. ,.... "d 0 a . ..-.. ~--I"" <:) ~.! <0 CIS · ~ ~\6lt.d f ~a..-.8 B cd o.c...... Cd 0 rE ;;~!~ b 8: :e ll='" t> . <:) ~ t---o4 DATE 4 AUGEST 2008 _..4~ ~.., ,... oJ~ .<1 .c3, "-> ) . ., ~ '--4" SAN. SEWER PIPE \ .J J "-1/4 BEND SAN. $EWER ELBOW .:P;~~ ~ SAN. SEWER P-TRAP rL' ....J ':r J);:'j..,JrL J J:"{ ~~~COMPACTED CRUSHED ROCK ffi P-TRAP DETAIL \IV SCALE' N. 7:8. r. pvc 8PLICEBOX CONDUIT SEAL \ WITH CORD GRIPS /' ,,6 A \",'..\ .: .. CONDUIT TO CONTROL PANEL:-___\~ ~ r"--, : BALL VALVE REFER TO ELECTRICAL ; ., . ..--.--'ti ~ l' V PLAN (BY OTHERS) :>'_____.)) · ~....J~'" .. .....--(--,_.._,...... ~ .' I:,' '\. ~; [TRAP WITH PRIMER Ii ~ 1131 .... :}i ~~ --*'}= >> . If ~ : 2" SANlT ARY SEWER 4" 8CH. 40 PVC DRAIN PIPE --. I : [\ ~:1 i:. DISCHARGE .. . Ii Ii-~' \~ J1fe t. F __', ~ . .,!~'~::=-: ~f!1 ~ LIFTING ROPE ; (-'\ fir:. !X ~ ~ ~;~:i". -U- ~ .-V : -~ ~ . ~ ,~ ~ ' I ~ r ..na.. I L.. I III II II La SCALE DRAWN , BY . 1/4"=1 '-0' JLB RH RF 08-154 OF SHEET(S) Date Received: A 08 8 Original Submittal ~ ~ i E ~ ). (.) ~ <:) 4ll( ~ ~ c::s lit:: ~ ~ ~ ~ ~ '- r GUARORAH.. SEE @ ,.. "" to .1 t'l') ,.. "" ANCHOR BOL TS DESIGNED BY OTHERS ~ \ ,.. "" f= (0 #4 DOWELS AT 12' o.c. 0=3' C\: 2/" -- A.C. PAVING\ ~ ~ I ~~~,o~~o\.I~~o\)-,'o;:h?CW_o')~~~ ~c:: I .U :111it5 o~?'&t~o~~O@)~~~~~;( 'I _ I ~~CW. ^ ()..,lr-..~ ~ ~II r~ c!!,E PA VING BASE COURSE I '-ii1l\ 0 0 oC) 0 I l- WJi.MEAOOWS · MEL ~ROLL' OR EQUAL ADHERED ---..J", MEME!~~NE. OVER BACK FACE OF WALL & I '- I TOP OF FOOTING. " '1 III,~ ).t 3/~' CRUSHED ROCK COMPACTED I TO 931 RELATIVE COMPACTION I l- MODJFIE~ PROCTOR 00 000 1 (3) #5 BARS (CONTINUOUS) I HORIZONTAL REINFORCING I GEOTEXTlLE 'AMOCO' I 4545 OR EQUIVALENT 2 I 5~' +/- 112' L.--- Co _I "l:;t- ASPHAL T IMPREGNA TED ISOLA TION JOINT -- 6" CURB - \" 6" CONCRETE SLAB .., ,'. :, .>, SLAB BASE COURSE #5 HORIZONTAL REBAR AT IB' o.c. WATER STOP ~ #4 LATERAL . BARS AT 18' o.c. I ../ .. 0::: !-' ..... N") d o ,/ . --- ~O;;~;:~~;;~~cfs - I 112' OPEN-GRADED oJb~iQ<>O o~~~ \ DRAIN ROCK % ~~~ ~ o Pn 00. o'?~~'J";~ 4' PERFORA TED PVC ?':;:~~~;::<~;:::-;:! ~:<'i': :.;~~~<~ '~.,'~~':{~~~';:;'~ ~;' ;'~,~,,:,'~~~:-;;':,<~:.::",;;. ~,\'t~~~;-~~::::~;";<~;,"'~~ ;:.;-;:::~'>-:~ (ASTM D-2720) PIPE ':;~~r~~~~r~';;~1t~~:~:~~~~~:;~~:~,;'i;:~~i~~~it~:;.~~:~}:~~~;:~~:;~}:;~-~;~,~~;~U~~:t';);;{!~~:l~~is~~~(;~'~~~~~~~ DRAINED TO NEW v,"'.'.. '..,','..."'".,,, y~~',~"J'. '. '.d.t....:"<..:~, ,:~.,..:'..,'-:".:".'~ ... '. ',H~ n: 4" PVC PIPE. 2' h-, d CLR. TYP. .... . \.. · -- 2 FOUNDA TlON BASE COURSE I J /'-6' 1'-6' 8' WALL 3'-8' 12"xI2" THICKENED WALL SECTION A T BUILDING COLUMN LOCATION. USE (4) #5 DOW7EiS TO FOOTING wi #3 TIES AT 12" o.c. wi STD. HOOKS. D=2-114' ~~ '~ ~ ~ "'-' W - 0-3-3/4' {, 8" 12' -rf-- t I { D -Lf-- (fij ~~;. WALL YIlTll GUARDRAIL IEXISTING GRADE (8ACKFILL WITH L . NA TIVE MA TERIAL 1111~'0z~~~~' PA VING tKo o'6..o'1{o'6..'O o'rCo',B>'1 i:lir.6}{J>'l't.6rz.05fs,~ II 1'=-11 ~~~).Y>'''7 ~ STRUCTURE QK:o 0'1[i::>',(3)''6:.0 o~'?{J:; 0sr.of.;(0':<3>'1<~OX_o'1{ ;;...._.....:il- 1- 1_ III ~<~" ~ Q: t . "~7));%\>-/~).~ ~b-J l. - I~ ~~ ~ '<~~~~ U-~III Ill-~o ;,. 8 /~~~~ ~~III-II ~ ~ IMPORTED COMPACTED ~ ~~ TIT- =ffi= ~ GRANULAR BACKFILL ~)? ;6'~-MIN. ~~;~~~~~~%'3;~.;1';:Efff~'.:i~~; ):;;:.'?; 1..1 MINUS MIN '\;~~ wm" .,~..;';::~~r-t~~%!~i;~~!~~n~%-~~~~ .A~L--GAS '4 . ~',r /'" Yi.t ';: ,;'~'\~~''(;'l'j''.:',.~~~l-'' ~'" '7' / /. " '.v,"~ '"",;.'~' f ,~~.. ,;.y' / :-:, 1:~;j~~;~~~~;~~~~. :: L< ~ PVC FOR y/ .;,;..., .~'t'.....v.~,"',~.,...J....... ~'. DOMESTIC WA TER /~ ~:'~~-:'~" :.~. 36" M1N :-:;~~ ;y~ ~)5\) ~!~~:;?;:~~~~;~?~,,:~:~<'!~~~~":0ti :~~:t~ ~~ ~< ~ /;. t. .... '1'\......... f"', - "'";' -t~t.:-""""""~;"".,,:....14,,""~.',r, ......./.i! -== GRANULAR FILL // V. ~5:*:l-(4~ ~.?:.ti., ~:~;:!.?~~~~~'~';;~i~,~ ,,-,,' 12" M"A' :: ~'( :~~: ~;~~;t.,:~~q~l,:~~-:~?;.$~t.~I.~ii IIY. ~ BEDDING ~~>> ~';;-. ":J~~~~\\lJ~~~'''l~;:J~i--;~:~'~A - /~ 7W..:r-.~.... '....../'t.. '[E' ~...~~~ "" , ;~;ol ~ h~~ -.....: :~, ~.~ PVC FOR YA: {4: ;;. .\~ .?i( !?';:-:', TELEPHONE ~ 7 ~!;~~:~:~>~0~t?1 ~-g_~.~ .,Mi~ify CABLE T~~~/~g~ 1 ~~~r~o:y SEWER L PVC FOR SANITARY SEWER ~l~NG~ ....~~~" ~_~~~ .J~Ii~~~~!~~~ CLEANOUT HU8J I'-. ~EAS~E~~ I ~~ .~ SLEEVE PV~;:'Ts-----" ~: :~~:'~ ~ SLOPE ~ . f~~~~.U .....}~?: '.:.~:.::~~:~:~::~~~~~:~;~. u:])... 'J' h::!.; ../J.;;"fl:;s..... Q t ..'1...11...'6...l>. .~: '::.:'}.....,. .... J.,' ...,.1'(:....,... ~ ''''. ~...9u.Jt.,..::,':I::~~..:J;.....:..il...'!b::. 6" BEDDJNG PVC FOR ELECTRIC , ~ !:!!-'Rf UTILlTY TRENCH DETAIL , GD ~~8. OUT DETAIL CONCRETE FLOOR SLAB WITH (I) COA T , SONNEBORN KURE -N-HARDEN' OR EQUAL #4 BARS AT ... ( r18" O.c. EACH WAYf3\ ~~ 5 . I \ ( /' ,-C6~ I - U l . ^ ~ '..a U. ;;3. - . ~ -I '" ~<'I', ..p, 4,."l.'< (0 b<tJOo<69J~ocgo'bOO'bOOvOOOo'bOO<bO<t5bl)O<o~<bOo<b Do. Do. OO~ 00. Do. Do. 00. Do. 00. Do. Do. 00. Do. 00. Do. b<8o?3'o<tJOo~Oo<6%'tJOo<bo<600<t?Obo<t?o?JOo9~o<bo<t3 Do. 00..00. OO~OO 00. Do. 00. 00. 00' Do. 00,,0'0 Do. 00. bQ%Q%Q~Q%Q%Q%Q%Q%Q~Q%Q%Q%Q%Q%~ rl;;! oQ~~ I' 09 oQ 00 (}Q 1~0 oQ,'(')9 09 oQ nQ r/;{oQ i111fffillffiPJ nwIIILumwIIIWffiWm[lllllu..'ffilliIII~ I iWffIillfITllfi ID~~Jl~ll~J=:: I ~Jl:::W~~~, l.'1I1~B[l~11 ~~,E.MuM!lI~MJ~ :m:=:.:t l:-:-:Ul;:-:I -;-:l.U:-:-:I I 1=111-11 1==11 1:-1/1-/11-111-111 UNDISTURBED NA TIVE SOIL SLAB BASE COURSE GJ ~/4l}~~#L 1 -112" DIA. STEEL p,j,? 1-112" DIA.'~ I STEEL PIPE TYP. J J ~ ~. TYP. V 3116 1-1/4" 01A. 7 STEEL PIPE 7'\, / Ll 4<::i ffi GUARD RAIL qy SCALE. NT8 NOTE' CONTRACTOR TO SUBMIT CONTROL JOINT PLAN TO ENGINEER PRIOR TO SLAB CONSTRUCTION. 1-114' DEEP SAW CUT (TYPJ #5xI2t1 SMOOTH- CUT AS SOON AFTER DOWEL BAR AT 12" o.?c.. POUR AS POSSIBLE /i',-(;UT REINFORCING BARS ~ /. i A T CONTROL JOINT I _"I~ I S j · S I /1 / -~ SEALANT (S1KAFLEX - ICSL. OR , ~;.-;,' APPROVED AL TERNA TE). t,. - ~ - '4,-V--BACKER ROD . ' ~_' !t-7~' <1 - '" , !~ , , . - . @ ~~pL JOINT DETAIL ~I. II I I 8' TYP . I <J -- I ~I I .___ <;J ~. .. . <1. <1. <;J) , ~---- --------~~-, -- - GUARD POST SET IN SCH. 40 PVC SLIP SLEEVE WITH GROUT. TYP. SIZE FOR TIGHT FIT. EMBED /2"M/N. BASE COURSE REQUIREMENT r 5" AIC PAVING .,) THICKNESS , SITE PA VING BASE. COURSE: (OVER UNDISTURBED NA TIVE SOIL OR COMPACTED SUBGRADEJ FOUNDA TION BASE COURSE: lOVER UNDISTURBED NA TlVE SOIL) ,. Cl ~> ~~u rt:fuK ~ y.-m~~l ~~CP ,/(.y -:<y ~~'//</.Y ~Y)r, /.y ~y ~y ~"~j(V ''>>>>>~>~~t;f>}5'f>>~~'" ' SITE PA VING BASE COURSE. SLAB BASE COURSE lOVER UNDISTURBED NA TlVE SOIL) COMPACTED SUBGRADE AT 951 RELATIVE COMPACTION MODIFIED PROCTOR. G) !~"!~~ SECTION 'to ..' h") GENERAL NOTES FOR RAILINGS. I ALL STRUCTURAL STEEL INCLUDING FASTENERS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. lASTM SPEC. A-123J. 2 GAL VAN/ZED-CONTROL SILICON MEANS SILICON CONTENT OF THE BASE METAL SHALL BE IN THE RANGES OF 0 TO 0.061 OR 0.15 TO 0.2B%. 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 TURM-OF-THE-NUT METHOD WITH A NUT ROTATION OF 60 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"" 7761W WESTERN SAND OR APPROVED AL TERNA TE. -- 12" MIN. %" -0" CRUSHED ROCK COMPACTED TO 93% RELATIVE COMPACTION. MODIFIED PROCTOR. 12" MIN. J yZ" - 0" CRUSHED ROCK COMPACTED TO 95% RELATIVE COMPACTION. MODIFIED PROCTOR. OR 6" MIN. %" - 0" CRUSHED ROCK OVER 6" MIN. l'/z" 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. lyZ" CRUSHED ROCK. ALL COMPACTED TO 951 RELA TIVE COMPACTION. MODIFIED PROCTOR. , REWFORCING STEEL REINFORCING STEEL: ASTM A615 GRADE 60 DEFORMED BARS OR ASTM A 706 AS INDICA TED. REINFORCING STEEL TO BE WELDED: ASTM A 706. FABRICA TlON AND PLACEMENT SHALL BE IN ACCORDANCE WITH CRSI MSP-I · MANUAL OF STANDARD PRACTICE' AND SECTION 3 OF AO 301 'SPEClFICA TIONS FOR STRUCTURAL CONCRETE'. REINFORCING STEEL LAP SPLICES NOr OTHERWISE INDICATED SHALL BE AO STANDARD CLASS B IF SPLICED A T THE SAME LOCA TION OR CLASS A IF SPLICES ARE STAGGERED BETWEEN ADJACENT BARS ONE LAP LENGTH MINIMUM. UNLESS OTHERWISE INDICA TED* MINIMUM CLEARANCE FOR REINFORCING STEEL SHALL BE 3' FOR CONCRETE CAST AGAINST EARTH; FOR CONCRETE EXPOSED TO EARTH OR WEATHER. It" FOR #5 AND SMALLER BARS AND 2" FOR #6 AND LARGER BARS; FOR INTERIOR CONCRETE. r AT JOISTS AND SLABS AND It" AT COLUMNS AND BEAMS. INSTALL WITH PROPER BAR SUPPORTS PRIOR TO CONCRETE PLACEMENT. CONCRETE- CEMENT: ASTM 050 TYPE 6. AGGREGA TES: ASTM C33 WATER: IN CONFORMANCE WITH ASTM C94. WATER-REDUCING ADMIXTURE: ASTM C494 TYPE A, OR TYPE F MID-RANGE TYPE. " STRUCTURAL CONCRETE SHALL BE Ie · 3500 PSI AT 28 DAYS. tel (2.500 PSI FOR STRUCTURAL CALCULATIONS, SPECIAL INSPECTIONS ARE NOT REQUIRED FOR CONCRETE MlXJ. SLUMP SHALL BE 4'1: r EXCEPT 3" ~ I" A T SLABS. SLUMPS MA Y BE INCREASED TO 8' MAXIMUM USING A MID-RANGE WATER REDUCER. CONCRETE SHALL CONTAIN A WA TER REDUCER. MAXIMUM WIC RA no SHALL BE .48. CONCRETE MATERIALS AND QUALITY SHALL BE IN ACCORDANCE WITH CHAPTERS 3 AND 5 RESPECTIVEL Y OF ACI 318-02 · BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. TRANSPORT A 1I0N OF READY-MIX CONCRETE SHALL BE IN ACCORDANCE WITH ASTM C94 ' SPECIFICA nON FOR READY-MIX CONCRETE' AND CONCRETE PLACEMENT. CONSOLIDA 1ION. AND CURING SHALL BE IN ACCORDANCE WITH SECTION 5 OF ACI 301 ' SPEClFiCA TlONS FOR STRUCTURAL CONCRETE'. HOT -WEA THER 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 STANDARD SPECIFICATION FOR COLD WEA THER CONCRETING'. INTERIOR SLAB FINISH SHALL BE A TROWELED FINISH IN ACCORDANCE WITH SECTION 5.3.4.2 C OF. ACI 301 'SPECIFICA TlONS FOR STRUCTURAL CONCRETE' . CURING OF SLAB CONCRETE SHALL BE WET TYPE IN ACCORDANCE WITH SECTION 5.3.6.4 B OF. ACI 301 ' SPECIF/CA TIONS FOR STRUCTURAL CONCRETE'. CONSTRUCT FORM. WORK AND MAINTAIN TOLERANCES AND SURFACE IRREGULARITIES WITHIN AC/II? LIMITS OF CLASS A FOR CONCRETE EXPOSED TO VIEW AND CLASS C FOR OTHER CONCRETE SURFACES. ACCURA TEL Y POSIT/ON. SUPPORT. AND SECURE RBNFORCEMENT. INSTALL CONSTRUCTION, ISOLA TlON, AND CONTROL JOINTS. PLACE CONCRETE IN A CONTINUOUS OPERA 1ION AND CONSOLIDA TE USING MECHAMCAL VIBRA TING 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 VIEW. COATED* OR COVERED BY WATERPROOFING OR OTHER DIRECT-APPLIED MA TER/AL; ROUGH-FORMED FINISH ELSEWHERE BEGIN CURING UNFORMED CONCRETE. AFTER FINISHING. APPL Y MEMBRANE-FORMING CURING COMPOUND TO CONCRETE PROTECT CONCRETE FROM DAMAGE. REPAIR SURFACE DEFECTS IN CONCRETE. RECOIfENDAT/ONS FOR EVAPORATION RETARDANT: EVAPORATION RETARDANT: WATER-BASED MONOMOLECULAR SURFACE FILM-FORMING TYPE "CONFILM" AS MANUFACTURED BY MASTER BUILDERS INC. OR uEUCO-BAR" AS MANUFACTURED BY EUCLID CHEMICAL CO. SLABS SHALL BE TREATED / PROTECTED BY USE OF AN EVAPORATION REf ARDANT APPLIED IN ACCORDANCE WITH THE MANUFACTURES .WRITTEN INSTRUCTIONS AND SPECJFICA 1ION. ALL HORIZONTAL SURFACES SHALL BE TREA TED BEFORE AND DURING FINlSHJNG OPERA 1IONS INCLUDING /MMEDIA TEL Y AFTER EACH FINISHING OPERA 1ION UNTIL CURING IS BEGUN. RECOMMENDA TIONS FOR SEALANTS' SLAB CONTROL AND CONSTRUCTION JOINTS FILL: TWO-COMPONENT* 100: SOLIDS. SEMI-RIGID EPOXY TYPE "EUCO 700" AS MANUFACTURED BY EUCLID CHEMICAL CO.. "SIKADUR 51-SL" AS MANUFACTURED BY S/KA CORP.. "SPAL-PRO XL" AS MANUFACTURED BY METZER / MCGUIRE. "SEAL TIGHT" "REZ/-WELD FLEX" AS MANUFACTURED BY KIoR. MEADOWS. INC.. OR "MASTERFILL 300" AS MANUFACTURED BY MASTER BUILDERS INC. INSTALL I PLACE IN ACCORDANCE WITH CHAPTER 6 'OF ACI 504 " GUIDE TO SEALING JOINTS IN CONCRETE STRUCTURES" AND THE MANUFACTURER'S WRITTEN INSTRUCTIONS. AND SPEC/FICA TlONS. z o i= 0.. (I)~ zo o~ (1)0 -z >0 LaJ- a:::2l (:j a::: > m w ~ o ~ i f ~ >- ~ ~ ~ ct: P >- -..- ~ ...... ~ ;i! ~laJ:C:ct: ~--.I~O .. ~ ~..... ..... ~ ~ ~" c:i' ;:::!O~::t:~ i=:Q::~~!:!:! t-"C(;Z::Z:~ ~t--~--~ ~g5oa:: ~a:(:)~3; ~V) i:::........ a... ........... iE~ 0...... ~Q Q ~ ~ c::s It=:: ~ ~ ~ ~ ~ ~ ,,~~ ~~.{Jt;J>- ~ ffI @~~ "lj "'z ~ ~ ii5 <::s~ O~~m E-tl 8: ~ ~ 0 . ~ :: cO ! O ,.... co W)..I <( ~ .0 Oli1 ~~l..I- w ?~ '#,~. l 0 ~, c:I f!P ~ "-ill" .. t #' m ~~J7.9)~~ ~<(; ~ 1- ,.~ a taG ....., 0 $:::1 d C>>~.~ ...... Q) taG 4) (W) $:::1 t Q .... ... ....::s b.() co: {I) d 1'-~$:::1 · · ..... I'- 1'-.... R J-c ~ "..... bO 0 1'1 '\ I'- ; $:::1 .... ~ 0) Q) ~ (I) lO.c:s_ d '-'0 1: ....... ~ ~ ~ 0 b.() ~ :~~ ~ d 4)"'1'-- ~ ~ bO (W) d Jot {I) .. to .;;;4 Eo-<< ..Q ~cr~ · C) ~~ ~ <<S = d .... bOl'- ~ ~ cd r:c. .~ -:;- ~ .B ~ :: ~~ Jot ~ ....... (W) fIl '-'~ .:J 8; ~ (.) DATe 4 AUGUST 2008 AS NOTED SCALE DRAWN BY DeSIGNER JLB RH CHECKED BY PROJeCT NUMBER SHEET NO. C6 RF 08-154 OF SHEET(S) AUG 0 8 Original Submittal