The URL can be used to link to this page

04-0180 CIVIL Misc (3)Vm.meGe mowv~e~a~v..~, w -.rice=~o.ww.*+nn e. v w.+-v c~ o rv+wv ~ 30 . r.. t ~- e ~ga~$~ ~~~xq~ a~g~~ :s pdp ~7 a v_3 ._ gg °n ~3Mn~~ ; RF Qg X~ s m HD r N w ~~ 0 s yo n= oN o~ n ~ ~3 v ~ 0 a N F 7 WO N ~ o ~ 3 (n a N v ~ f b 0 ~D o N s w n 0 w (U v ~ a (~/I N T wn o_ w N ~/ b b 0 f " e n a o_ a J I ~ ~ ' I I i ~ I ~ i ~ Z ® ~ ~ ~ i ~ i i ~ ~ ~ i I ~~ g ~~~ ~~ ~~~~~ ~E~Q~~~ € m m sa ,,~ ~~~ i i l ~ i~ ~~ k~z~®aobas'~~~a ~~~~~~~Q~~~p~~~?~~~m~ $ ~ ~ ~ £ ~ ~ 7" ~ a ~ R § ~ 4 :CWC~n,CCCR^.n,R.n,N^u^^:,tiNVnnnnnnno to m '"--i=..FEES"FpyRnma,~".,=="~`~'yy"~=a~i-~-ima_y m nmmaa0ia O m OOOOOOOOOOm p~m ~ ZjOnnw'>n~~ mm mI~~~3~ZZp~DD~2 n~~'a 'a K~pi0000aZZZZZZZZioQ Kp~nZ Z o -F'°~-zP-mr©nnnnnnnn>_z yzzx m _ _ _ i GG 3aa ma~~~~aa~~zCiS Y~p"~ X ~"5 sG lznmmm o000ooooon~zz~Oz z z o~ yzzzzzzz3az ~. zoo n nnnnnnnz n ~a > SOO me,x S ~a o zco 0 z io ~ £oo ~o a ITI pp n o~~ y5 C") i ~ Y ~~ Rn O Z CA ~~I o < " m © Z O .. \F \ ~~ ~ ~~ ~\ \`y\\ A\ \\` ~~~ ~. ~ ~ o ~ ® v ~vx.. nKCa. mruc ® ® ~ ~L ~ ~ ~ " ~ ~ p~ :art SITE PLAN/ SHEET INDEX ~~ ^ ^ ^=~~ o ~ c~ ~ E~GCEC~®~ McG®V~RN ~ : ° O ~ s ~e ~ %~'`° RIDGELINE MIDDLE SCHOOL Architecture Anelys~s scAoo~ oeslyo " ~ e s "'n"~®" ~ Yelm Community Schools No 2 Thurston Couniy Yelm WA m mvi nn memucea+.=r .~vo~ 1 V.sv~.e+cutcwv~llst/rG.xeP•~1+~~+~uo~uvsro]Ifte.e~ry (mxw ey ~.y moal I [~u 'I y f l~~ P~~/ 0 N o ~ s m 8 N -~ ~~ ~~ ~ r ~ pY~ l7 g ~q O o ~ o ~ n ~ R s CD o n 7 a > (~ ~ Q < ^' ~ O ? ~ '< N c a N ~ v (p n ~ ~ v n o Q° B n ~D s o N ~ s ~ d n m o Q7 ~ 4 ~ ~ ~ ~ N P ~ ~ n " a o~ ~ w y v ~ ~ ~c e ~ ~ o ~ r- g~b® ~ ~{ia0¢b-t70pjt ao.Y ~ m g ~ ~ ~ ~ P ~ ~ ~ ~ 4 R ~ ~ ~ 4 ~ Z ~~~~44~~~ [~~Y~~E~ ~ x R _? I ~ I i I arRR~~~R ~ ~ ~ $ ~ 6 7 ~ 4 n ;e 9 0 rT~ \ / ~ ~ ~ o a ~ ~ & Y) s 'D Q ~ g a h °o V ~ ~ N ~~y~ e~ >t ~~~ ~~ ~~ ~~ ~~~ a ~~~ ~? ~~ ~o ~g ~~ 8~ ,Y a~ D ~~ 1 ~~ L w~ Ed d ~°en EXISTING CONDITIONS 8 DEMOLITION PLAN ~~s° RIDGELINE MIDDLE SCHOOL Yelm Community Schools No 2 Thurston County Yelm WA VJ m n J V Z .1 m ® v uu~..w..l. nic ® ® Im lma se.a su,ln w. vaw uu ERICKgON 11AcGOVERfV Arc6ltecture Ant lyala ScAoal Oetfya IN 2U Sil IIbf ~~I ono, ~~,.~.~ Vpyneyaa 3NJOJi 5]y)YU ut 0. +~yYCewKU psnaaro3i5)<mmCeun n.q I~pwl n]M i S JI M J f T `- o ~ ~~~~0~~~~~~~~~~~~Q ~~~ I-I m R~ ~ L' y Y G° ~ N F S I' _ ~ "Y p" 2 O b •V $ S s a n : n ~ e u >~ k e x w 'y "n N ~ Q v - o~ ~ ~ Ag n ~ m D „ C ,- , V a z~ w ,. ~ ~ .. z ,. ~ ~ .. -. ~ ~ ~ ,. ^n n n n ~ p ~ ~ ~ ~ § ~ ~ n ~ 7t ~ Pg ~` ~ m~ Z n _ Z ~ O ~ a ~ ~ o e ~ ~ ~~ \\ 3 N c v N n ~_ r1 l ~ \`\`\\` ~ o ~ ~ v'C I` ~ ~ `\~ d~ -p m P F A R R R A R R " m R pp O .ll l- 1 / ~" \ m~ ~ ~ a z ~Iln r 0 0 ~~ _; i lllr I 5 n ~ ~ ~ -,~ I I //^/i~/~ II to ~ ,- )ir ii/ / I l 1 o ~ O ~ ~ i ~l// /r / - O n ~ "- ' i/fir/ ,r/ / i ~./ s d ,: ,.;;'. is ~~~.Ar ~ , I C ~ /'_'>/ii ii iii/i~/i//~// li__ ~ ~. i/iii/G ~i//i/i/ice i/ ' / r I \ m ~ ~ ~ _- /i i~~iii /iii/~i/// .' / __~ '\\ - ~ V) ~ -~iii~!i iii%i ii///~ ~ / -~ p, ~ J /~% //iii' % ~/// % // ~ /' ~ m ii%iiii/iii/ii/~/ ~// i' - /\~ ~u ~-_ m ~ m i0 i~~i ~~'/~ ii// ~~~ ~ ~dp~ra 1 ^, ~ jai ii~~ i/ '~ ~W \ $~~~ 1) ` ~ - ~ ,~, ~ I o ~ w Qu4~i :iii ~~ ~.~%'i/ / ~ k~ `' ~~~-° 1\\ \ \\I /I(/ /~~~\ ~\\y~\\/' ~ \'b s.~~: aLC-, , i~' i'i , ~ 'K 0 ' sacs ~S~i i7 ~~/ p ~~LI-A r _ i ~ ~~ . \V ` ~ ~ /' l r // ~~ ~~~~~~~~ dE~~ ,, /', ~ ~ ~ ~~~ ~ \ 4~:V ~ v v I t' / /i~ _~_ // ~V///~~~~~%~~ ~ ~~~ ~~ '~ / ~i N/ ~ ~/ ~" ~ ~ A i I ~_~ I___ A /' / I __ ~ 7 @ // Iao LOt uxc I ~~~ R _\ T=~.e --_ ~ -f=--° Spp /c4 " I~*. II 11111 \ ,-~ ~~ • \I'I~`11 ~ 1 ~~ zn131~~ ~~~ ~R L,4AYS~a II III ', %`'1 I~III ~~t ~;- \. . . I ` III ~ I 1 e~° ~ R2 ~ €RR.=- a I~ )_ 1 qulillg g~''~r ~ o$a .f ~ ii i`i -- ~, '1 I I - __~/ ' a~~~~ ~~~~~~ y~~ ~~ ~~~~:4 i~~{(;;~~.,} ' ,. iti4;;l ~~~o, ;~s ~~;I ~~ a ~,I ~ I :~ N PAR ~P" 5 "~~` g I* II\ yl4lil "~ ggYf I yy C = ___ 3 ~ ~ ~`e~ ° ~ ~ ~'~ ~R2 Ji 11~, // - i011p 1` ~~~~ g~~ // •~, r/ °~ ~~ I ___ ~~g~ P`>'=a6o a ~ ~ 4~ FgT>^~,~ ~~r'///____ --~ ~~ ~F'; ~^ l '4 i d ~~ it I ': i 1 r ~i~ # ~~~4°n~ 8 S ~ ~ i'It'I~ \\~ __N~ _ _~__ ~ ,i 1 ~~~"~ARI ~ l r- iii 1 ~~~ `~sz=~ '~ ale- ~~$ ~ ~_ '`a`---- -AE"s~ r ,r ~ I l II ~ g R~ a~~ ti ~ I o I' ~~ ~~~ \ R ~~ I~? ~ I ~ r~/ / ~ Z ~~$ ~v~e~ ° ~4~ ~a~ it-~~~~ ~~g~ ~~~ \(~ ~-LI~~~ -ti-;-,! s/ ~ = $ a F 9~~ v 7 ~~~ II v ~pl~ . I Ill,. PP y ~) ~= \.~ I I I I ~t ~,~ ~ ~, ~_ ._ \ ~, , J , r ~ ~ N ' ~eg,~ II ` ~ ` ~ \\ ~~~~~~~ - --~ r' I ~ ~~~ ~ \ ~` ` _ ~ ~ g,~ I I - 4"~s ~~~`~~ - - - ": _ .w \J I a ~ i 'I ~ ~ _ \I\ ~-- p ~ ~ ~\ ~ $ ~ ~ ~ I Zl~~ A •'~•t- St 4 ~ ~ I ~ ~ 1 ~ 6 _ t pl III I I I I __ ~ \ t o Iii ~I op~z~®~obaa~a}-©A ~ ~ $ § ~ ~ ~ I~ ~ p: ~ n '1 -,----- t •~ ' MILL ROAO 8 E ~~ ~30 ~' Oyu g~P, 7~'~" n ~~ M ~gw i3~ ~n \ ~~ ~ ~ ~ ~ ~ ~ P~ Rg ~ ~~R ~ ~~~ ~~i ~~~ ¢~ ~ ~~ g ~ ~ ~2~~0 4~ ~R5 gib ~a~ ~~ q~ ~~ ?~g ~~ ~~~ ~a ~R~ ; o~ 4 ~ 2TR ~~ ~R ~~R ~ 4p ~ 4 qy B ~~ ~~ ~~ €4 4 " ~ = 5 ~ ® ~ ~ :°,e~ EROSION CONTROL & SITE PROTECTION PLAN '°~°'°"^'°"'"" 9~~ ®~1 G®VERI~ ~ ~ ~ ~ g, ER ~ c °~ ~ ~ ~ ~a. ~6` RIDGELINEMIDDLESCHOOL Architecture Aeo lrsis sunool Oestyo e ~ ` m ~ ss~~ ~ ~ ~ Yelm Community Schools No 2 Thurston County Yelm WA ~~~~.~~~ W.>..r..w°rooM~ifrµcm ~a-s~.~~,e.ae..~+.u3i s>su ~w°+n au i.w w~anama w e r ~~ o ~ o ~ n ~ 0 ~ ~ // ~~~/ // o / v o ~ ~ ~~j ~ ~~~~~ ~ ~\ ~~ ~yI A ~ / py ~ ~ ~ $~ ~~~~~~ l?~t/, !~ ~~~ ~ ~ O> ~ i € /~;~ YI IVI >i g f _ ~ N c / ~ ~-: -,m (~ // F //// /° ?'i ?ice ~~ ofZo B „.' ~~~ 1~ N ~ m~~0~ ~~ ~ ~ ~ ~~ A S4 l l ( Ir r r t ro'o / ~ ~ ~3/ ~ i s ,-Ill f I I 1! l 1 I s rr ~ N n ba./ ~ ~~ ~ ~ i i l 1 1 ~~ I lt( 1 1 w ~ ~ x~ ~ ~ ~ % ~ ~~ ~l lull Ill~lll ~~~h 1 rrls sa[6yFr ~ w' ~~ / /~\ ti Ilflllll I f 1 Illllil" "fit tir* o ~~ ~ ~ ~~ >~~~6 111 ^'rf cl ] )r T ~ ~ / // c A N A ., z m ~ d / Y \ ~ ~~Hi ~r Xt c ~ :~ (~ / K s 55,^~l ~ ~ / 8 b N ~ 0~~~ ~/~ M~ ?i ~ _ ~~ ti~ r~ /~ ,~ of ~,~ N777~~~ ~~~~ V i ~ o z g 3 !~ ~A y~°y L ~~ ~ ~ x ~_ fur i.,_ ?> ., ~~ 8 ~ e~n~4N`++~ ~,7t ,u. ~ ~o ~~ F~Fs/ ~~` ar 1, ~ i ~ ~~~~~ ~ ~~ ~~ v^ ~~ €: iaFm~ ~ y ~Wg ,~s ~ ~N AYy~~ ~ ~m~ ~~ s ~. Ix'O ~~Y ~u ~r 8~m~ ~ °R ~/ X ~A8 ?u ~~~g ~57 I`~ t~ ~µd O ~~ ~: iq ~~ rr oF~ ~~F~ E g C q~ too ` ~ ~ R~ $ m ~ ` ~, ;~ ~ € m r,~ r 2 ~ Ir ,v N Z r> cap ,~ / "eeE / ~ ~ i~~~'°~ ~g~ I~ ~ $~ ~~ ~ ~ `~~`'~-ter i f ~``i ~Q~~~~ R I ,~T~ i ~ r r ``` -~ k 'y ~~~ ~ ~~ ~ ~ ,~~e ~~ y O a ~ ~ ~w~ ~~ ~ ~ ma "N ~ ~~~~~~~~~, ~ ~ >~ 1~ r as ~ Yg r~ ~~~~ ~~~~~~ ~ ~~ o ..\ ~ ll yG f~ N ~~ \\~T \\\\~~~ m 2 >•' r.8 ~ x ~ ~ i ~9, e~! A\ ~ ~ ~~~~ y ~ ~ x~~; r~ ~ ~~gwz> i~ r~~ ~ ~~~cpr- ,>,~'S ~ ~ ~ \ ~~ ~ r , ~~~ V°`„~ ~ ~> ~ m C ~`~~ ~ o' s~ ~ Y~ v~~~ 0 ~ ~ t t ~R t ~P9 ~ I ~~4~ - ~ , S3^ m ~~~ N3 ~ 2 O ~~~ a ~~ o _ 4 i J rg 9 °m r ~i ~ \\\ a\/ \\\ /6 ~ ~i ~ \\ `\\ \ ice/ ,.~ ~ ~ \ / ~~ . ~ ~ ~ \ ~~ ~/ \~\\c~ \ \ ~ ~4sr ~ m " ~ ~P\ /-. ~ \~ ~ \ g ~~ ~ illy \ ~ 0 \\ ~• ~ 7 W I ~\~\ / I {1 \ ~ G ~ 'r- ll~l ~~~ \ r llll~~,~(1~ ~~ ~ ~~ l1llr~Z~l, \~ \ ~ Illlfl~~~IVf~ ~ ~~ o I(Ill' Illrl, ~ ~\ \\ ~llll~ll l~~~ll~" ~ 11 n q(( 1~~°~ \~ ° f ~ ~ ~74~~~Ifl,ll o ~ `allr~~ o at ~ ~~\ ~~11 f l'fj71 r m t~~jt ~ l' ~° e~ ? ~ ~ (( ~ ~ m ~~111 111!1 ~~ 1 j'~! 111 n ~ air/ \\ !( llllill, (, rnh~~~' t 8 /aeMY ~ rry~lll 111 ~ ' '~ 'tll~~ Il 7 , ~~,f 1111 it rr~ 1. Ir i~'1 r ~~ h) i t t l am. dl~l!!11 ~I~l ~1 ! I l ~111lrr ~ llll~, Ila• `I{Illlllrllr,l,g lei lily ~b ~1(i Illrlll r r'~ r" ~~ !fill Illlltll(111 1 ~"` till ~{,+ it i~ir Ill OIIII ~ ~. ,~lllllllll~l"~yllf~lwl qR~ lllll> l,~l~(,1r1~ ~~~orl_ ~. N e r ~, r , rte,,, / r`` ~~_ • f ~~ ~ r i r r rr ~ ~ i f _S4? r r i ~ ~ I ~ l \~_~ ,~ \ -~}~~ a ~ I ~ n ~ t. ~~ ~~ ~ ~>~g l / ~ g~g ~ _ ~ ~ :~ SITE LAYOUT PLAN ~ Y ~ 'w ° -V a & e ~ s~~ °~~~ RIDGELINE MIDDLE SCHOOL ~ ~ 5 ~ ~ Yelm Commurnty Schools No 2 Thurston County Yefm WA ~~ v ZE~j ),/~ FE ~? ~~3a ~ og~ k 9E N Z 1 m /~ I • \ ___ _ NOOJ6 ®v s~eo.~u.~.o. ruc rta ® minasr.ri som wn svum ~¢°~ ~A// p~ ~ ® Ill ~ C I~ ~ ®~ p A~ //~~ ~ / p p ~ IVN ~ V ® V ~ tl4 I~l ArcAltecture Ane lASls ScAeol geslgn ~~~~~, b mvi+in ~bt~ _. ~ o ~ o ~ 8 ~ n S ~ o a ~ 7 °O N o ~ ~, 3 N a (~ ~~ d ~ ~~ 0 9 o N TO a~ o~ ~~ A to H T xn w o~ N o N ~ J ~ i ti i ~ O r r- m cy z O n 0 n n d c m pyR 4 qq O g 0 O Z n ~~ ~~ ~ ~ ~m ~ o em I o I 0 3 N / 55 nil / / / ~ r/ ~ ' ~s ~ ~ A m °oS i~ C [ F S m ~i as ~ ~ it 2 / ~ m y~ ~ o / m y C °m tai ~ Zstts m am/ r 0 m y a n x T am =m H Zy >o ON 2 m n N i~~C' R ~.~~~ 5 ~~~~ ~`~~o T m~ i3 a~~~ ~gp9g~ ~e~ ~e~~ ~~g pg_p7p yy~ •yd? r~rt ~~~ Q r^' ~ \ / ~ o W N 00 J)JO E 6601e r Oy f / / ~ ~ ~ _._ /~ // ~'"x3 / ' or / y~ y4 `by(~` 3 / ~ / / ////' ,a ~ ~ wig/ i ~°`,o% ~~~~~ ~~~g~~~~~i i /i;5a i w~a~, > T > r > m nmy () 'a z w o w o o D T N O W N s m sa > o > z = 0 c c ~ s ~ z 4 m ~ Z ~ Z D Z Z n ~ m m pgB F >200~ ~ O YI a$~~ ~ o a 3~vi k y ; ; ~n~Y ~'' S u ~'-~- q~o.L~La: a S ~~~ ~ ~ ~ gg~~ a W°'~ ~ f ~ ~ ® °°~ SITE LAYOUT PLAN i ~ g ~ .~ & e ~ sh~ • ''~c RIDGELINE MIDDLE SCHOOL ~ ~ 5 Yelm Community Schools No 2 Thurston County Yelm WA i ~ ~ `3 ~ 4 Z &~ ~~ ~ yT .. R ~ e F ~ ~~ d ~ v~Ne~ M. ~ f~ p ~~ ~ ~ \ ox€ ~' ~~ >T a ~ a A T~ e iF y ~H Y~ BY u ti i i~~t ii l m ^m € r~ ist ~9ti O.r /\ r~ 1\\ ~ ~ a s~ ~ ® v ncew~nmo.. ruc ® ® im unss.a soon I ioa~ w. rw«ms ERICOC~®RI Parll9cG®VERN Architecture Ansiysls School qe sl qn ~r>a~~~ ~zss~„~~, ~~~~.~~ wro.e.UC,. »oma~s.w~. ~ w..ycsi.,~. e~..ns ~v.a.. w m..s avxoa: as m M ~ 1 V /~ O `V o ~ 0 0 o ~~ 0 a ~ O m N ~ o fD oD O N s Ct o ~ ~~ ~_ x ~ wn a, w N m e N 0 n C1 m 0 S n d w a t ~- u ~ p n ~p~~ ~ R~ ~g: 8-g= egg ~£``;n 4r~: R~8 z2gpp ~ ~8R" ~"~ ~an Eapoo ~~8 AFY~~ R~'? ~g~ =~mo~~$ g Era 2~m pa ~NgF ,gRgg8m R~~ 8:8s;~ p ~~z9n •op„ p2€ ~'8 ~~~oF3 ~~ ~gm~~ ~8a ~£FgRo~m ~~ ~~3'~~ p~i Rm9 ~~S~~sB~~ m~ ~R~B~~F~~ a^~ ~ ~_~ 8~~~~~8~g ~ ~~a9~ 4~~ gb ~~; a~ ag~~ SF; ~ g. D ~~ t= p ~ m ~ X89 ~~ > m~"g ~~~ ~ ~~$ ~~~ ~ c" ~ g~~ ~~~ §~ ~gg a qz> R ~ 9~ mm~ ~F # ~'a ~d 4~~ ~ 0 0 i ~~~ ~~ -, ~ ~ / `_ I ~ Y~ ~~y~ a lip^~'c, ~n~ ~J z'_ L~ C___7 ____ a^~ 2 i }~~ m;~~ ~ ~~~~ ~ ~~ 5£ 3 P P • M N ~~~~ g= ~ _ ~m~ ~~~ xl~ o ~ ~E~ ~~ ~ `~g~ ~~ m ~ pp~ ~~ gp~~ ~~~ ~~ ~~~ a g~m ~ ~ 9 Qg~ ~~1; gs ~ age ~~ ~` ~ a~~ $ ~p~ ~~~ m~~ ~~ s € ~ ~ ~ ~4 ~ ~ ~q8 ~~~ 4~~ 8F~ z~i g m ~ 4 o6a a~` f8 8 ~^;~R is 8 H 7~ ~ ~~9 pQ~ ~~~ ~~"~ P~ 8 a "~ ~~~ 'QS~ "P AF ~ f3 B § ~~ R a~ o g" w m P • H N v ~~ ~~~m R3.~F ~g Rg~c~ 9~m ~X~ ~ o~ ~f } 9~ m~gA gYwF ~b~ ~ ~ ~~ ~ ~~ ~~s~ ~~e~ ~N~ ~ ~~ ~a 8F g~m~ ~~~R ~L: s ~''jj pp~pp 's g a~ k~~~ ~~ 4 ~~ ~~ 4 ~s~~ a ~q = Q n P ~ P u • y u - m LL4 yy pp yy O a6~ n m 3 c~A~ ~~ is T~ 8"~ $' ~ ~~'~'~ GAF '~ k ~~' o~izR @n 2, ~ ~i8~3 a ~ ~~F '~~~ ~' ~g`~ ~ i,lQ~ ~ P € C 8z>&i }Li = ~ a ~m:g ~! ~ ~ ~~s~~ € $~ ~ ,ASP ~~ ~ "~~ ~~o sg ~$ r$3 ~"~° o ;~m~3 a p8 R a ~$ ~ ~ M aom ~ 8F €q~ ~~~~ ~ s = eN~~~ 'A EP ap°g ~ ~ ?g~ g~ ~g 333 R~~ ~g~§ $n nom ; cm g p ~~p m~~~ ~ ~ ~ use ~s ~~ ~o~ ~ s~ s~~ ~> 2 L ~~ ~~~ ~ ~ ~ ~~4 s ~ ~~ g~ ~ ~~ ~~g ~~s ~~ ~ ~~P~9 ~: £g ~m S $~~ ~g ~~ ~ ~k g ~ a 8 n 8~ ~~ Y ~~ a a a ~ 8 ~~ d F ~Q~ ~ a~ ! ~~4 ~~~~~ $oB~pW ~~~i' w ~ ~~~~~ y~6 ~ k2~2 R pa ~ qq pp 4 ~tl f n~6~ ` ~ ~ ~ a~ ~ x m v ~~ ~ p4~ a Q O o Z P • u N ~ • H N H N -~ u P f k ~~~ e~ a~~ 4gu;a w~~ $~~ __€ a~ ~~ c~ ~~a ~ g ~ ~ ~~ w=s° "~ 9~ a° ~~ ~~~A~ Pip s~ ~ ~R ~~ z~ ~a :~~~ 3g ~ ~~ g~~s ~~asam as ~_ ~ k1mF~ ~; ~g N~ m F~ ~ '~ 355' g£ ~ ~8 ~~~~ ~~3%~ d ~> z a: sg £ ~~ ~m zq ~-~ F~s R~ a9 ~+ <~ ~ £ ^e RRR gg on Q `~~ 8k ~€ ~"g'z,9 $Q n~ $~ ~ m ~~ ~~d 4~ ~~ ~~~ ~p~~~p Y ~~ ~ -~ >~€~a ~' 4 g ~ q ~ 3~q =`nz 4,3s ~°"i e" g ~d ~"> ~0 ~. ~ m = E .p A9~ ~ 3"~ R ~8 ~~ ~ g "~P~' ~~ N~ ~ ~ a ~~~ ~~ ~~ ~~~ ¢~S~Q O ° n • v spa ~_~ ~ ~$~ ~~~ ~ ~~`~ Y ~ F~ " q ~a~ o ~PI~ ~i q ~s d' ~• fr F ~~ ~ 8~ ~ ~~J ~' c~ ~ ' r, ~ r ~ ~, ~ V ~ o ~ 3 $ ~ 4 „ g w ~ ~ °A ~ ° V ~~ ~ O Q ~`e~+ m ~ ~ ~ & ~ $ °O '„c' a o ~ 8 . " x'~' g m t1 H ~ Y N - $ ~~ ~E3R ~~~~q~R _ 4 C ~~ ~~~~ $~m~m~ ~ ~~ ~g~~~ ~um~~~k 9~i `3 ~ E ~m~'R ~~ ~~a~ ~~qrm ~m~ a ~,~ f$~~'~8g ~ ~~~ gwa~a3a R g~R ~~R6~,'z,~ i > ~~~ ~~~~~ 4 >4 8~ $ m~~ >>Bgggz F 8 4~ ~ ~" n= a~ ~~ T ~ l ~~ ~, _ ~ ~ ~ ~ ~ N ~f q FL ~~ m 11 a 9 "; a~ r '' r ~ E a • 9 , a~ ~~ a i P `~ P u ! Y N -p a a ~~ ~ n~~m" a ~ ~~ ~~ ~ Qm ~~~ ~ a ~ ~~~~~ ~~~~~~ Fps ~n ~~~~~ ~ a ~Q ~~'~ 8 ~ ~4 QQ R 2 S dg 4'3 ~ ~ 4 ~ ~` ~ z _`~ ~8 ~ Rgg>~~ Ts~€B^ R~ iz coif ~-z"~~ ~E 9„~~ ~p~~~ ~~~e~ ~~ kR ~i~~~ ~F@ ~ "g ~89 ~~~~~ ~pAAPa~$. 6 '~8p~ ~~ ~ a~~~; ~~F~ ~4~~~ ~ ~ s~ ~ ~ ~ 4 ~~ ~~:R~ ~~ § ~~ a P P • S~ N - k• €4 N ~ S ~~~ ~£~ ~~ m~ ~~~ .B n ~ ~ N ~~ d ~ ~ ~ ~ ; ~ s _~ ~~a ~~~ ~~ ~qq~~ ~~~ ~~ ~ g~~ ~ ~8~ a R g~8 9~ 'B~ ~~R I8 ~ ~`kd aB ~~~ 4~ ~~ ~~~ ~~~ ~~ y~ ~ ~ ~~ ~~ ~~zR ~~~ 8R~ ~~$~ •s ~ ~d ~ ~A ~~ ~~ ~~ ~~ ~~~ ~ ~ ~ " Y~ F £ e~ 8 ~_ ~ ~ • L N - ~ • f~ N ~ g _ 7 x f z~d$ ~ Pa~F~p6 ~F ~~g~ ~~ ~ R~ i~~ g~Y~ ~~~ .s ~ ~ ~8~~L1 4~ ~~~~ ~F ~ k~ ~ b ~~q ~iy~ ~~ ~ "~ ~ _ E~~~$ a ~R4 "~ ~ '~ ~~~ ~°~ ~ ~9 ~$ ~ ~~~~~ L ~~~ Q~ ~ ~~ g8q ~~ b R 'A ~B~ _ ~~8 g~ ~ ~" fF ~q [ ~~ ~ pe~ ~ ~a i STORM DRAINAGE AND EROSION CONTROL DETAILS AND NOTES RIDGELINE MIDDLE SCHOOL Yelm Community Schools No 2 Thurston County Yelm WA f t=E 8k M ~~~~ S~~g N s ~~ ~ y ~~ 9 c z8 1A 4pg~~ 8 ~~ ~~ ~~ R 8 ~p ~~~ 9 €~ ~ $« 8 ~$~ R $ ~ ~ ~ X58 -3 a § ~ ~$ ® v unw~v~cmm nic m m vninm~smm „~,~.. mN..~ ~RICCC~®~ fVdCCo®i/~R~ Architecture Ae£lrsls School Deslpn M[2U VIO66 m, mv~ nn ~nmurnwnmo..~~om .i PROPERLY LINE PROPERtt LINE 28 26 YIN 5 YIN COMPACT MARKING PAINTED HORSESHOE MARKING vmEEL sttlPS IMIEEL ~~ ,0,, Y sTOPS\~ \ y/ ° --! a 4- PROPERTr LINE 26 NW PROPFFtt pNE MIERNP110NAL SYMOq. 2fi OF ACCESS 9CN YIN •-5 ABOb£ ORADE HANDICAP MARKING WHEEL s10Ps 9 METAL OR PLASPC j TRAFFlC MARKING ~141~-- WHEEL STOPS CITY OF 7ELM DEPT OF PUBLIC WORKS STALL MARKINGS AND WHEEL STOP -~ A r LOCATIONS AurROlsn DAav xDAA NDIE iE£ PUNS iYR UYq/( ANe pYd9d1$ Ott dOHEFIi DALE T-~T {c 5-c s-L 3-C 12 2 95 5la e.n + ~ 5, 1'11 ~t/YR ~I/2R c ix \~ ~•• • •a ~ ,. . ~ ~ ,-e ~ fFMENi CON[RFL£ BARRIER CYJRq pN0 LLIirER 11 fFMFNT fONCRFLF gARR ER CLR9 $ T rim I~~ . > .t Y • D • • • f 6YFUi qq ND TIER Y CITY OF YELM DEPT OF PUBLIC WORKS "D~„~,,,,o,,,w,,wKm~,~,.,,,Of11~~ CEMENT CONCRETE mY1 raLER RaL moDfs IX LOgEIE CURB S a. row Mm esrnAnE w~EClwx REaw® Boos APPRavm DWG. No vawrm m1aQre > PIDAIBII ,imils m eE nA®a Ii mi106 Pueuc wows agcclaR ogre 4-13 DES DNN CKO DAZE s-C s-C z-c ~ 15 91 wsrAU FlJU DEPm r/t neIX ENAx5RY1 .Oxr YAlp11N (TEE PLW FOR LCGnCxS) comACrm sue fD/ENi CQVC 6ARM AIX x I NRB AFD dIrIFR m ~j, 1 (sEE xrAa rws sNEEp wroACrm csrc L SE£ CAR ANO IRUIX LWE I SECRM FPP YAIERI.LL RTmi 1 BASE BID ROADWAY SECTION A-A NiS N9 YMII/VY AIXross sAwar waem wRE PA9NC LOVP.EIE RLLYJf u nE wRES Ar +e .eLL CTMWIXCRER: "1-e IIId GiflG Rll^ACI[e wsrnu z ~e BARS ""„ '~' DEVm m ass [Yw) pONrv nmrou wmw me r~iIXdm ELJLE avtr ~ , A~rnADClrwa w>~irw Li"-I (msntAP rz eu+ oAYErERS) 1z (55t ~ FDR LCGMMIiJ THICKENED EDGE PORTLAND miwACRn csrc CEMENT CONCRETE PAVING DETAIL Nii 0EiA4 Yf GW AND IRI/rX IAVf' .YLrIPY i2K w1FFYAL CFPmi ALTERNATE BID 3 ROADWAY SECTION A-A NTS NerES LWGPEIE 91ALL 6E NEPr Moir AND COYFRED pwVm rPquysrrc' )s¢~ErywSC Fm A vwuvAY{{~a~rRE Iq9 BE ALLDMFD 61r0 ~C~rE WRWL L mE ] DA, LtMYW. PERIW `IE (SEE INIIXENLD EDf£ ABDK) eGPADE PR CILED XYNr FlII£R SxALL 2E IN PYIFCRYANCF FCR RO O ftPIDL£ AND~YVMpPA~C~SIRVEP~ Mn5 ,EopwrIr srql-Axxyr~sDNAU rrE w ALLOiDANLE wm zaw .ROADIXdiICDE AN0 siiuwa~ ~ozs r~iicrr~ai s a Xzl rw0 ccYPDllrw PWRfD Rueem .owr sEwcR SERVICE YARD PORTLAND CEMENT CONCRETE PAVING DETAILS NIS Crvd Munlcipal•Geotechmcal Engmeering and Planning Jerome W Morr)ssette & Associates Inc , P S 1 700 Cooper Pt Road 5 W #8 2 Olympia Wa 98502 1110 Ph 360 352 9456 Fx 360 352 9990 APPROVED FOR CONSTRUCTION ETY DATE rcwmnR AC.EY d9rml APPROVAL EXPIRES iiEY WALL M ~ARp WALL EXPANSION JOINT DETAIL NiS A~NUr 4£ DErAI R LCG DMS) CAR PARKING (TYPICAL SECTION) xorE eslc AxD CSBL m Exmro um Iz awm w or sure (rrP) cawACrzn suemAnE NerE L51C AMO CSBC r0 fx2x0 iz eErolO EP aR wRe (1W 7 z s~s~ ~ =~~3 w eras ® e r ~ ~ ` .Q ~ w ~ ~ ?~ a a L6J ~~ BA ~wxADE BUS LANE (TYPICAL SECTION) IX rm¢ csrc Arm cmc m EXIdD arc i2 9EVP`m w Dv ame (rrP) $6L mwACrm aawAOE MAINTENANCE ROAD (TYPICAL SECTION) arc ewLwsr ~mYPACrzn aernAOE THICKENED EDGE ROADWAY SECTION xrs ~ oeiAli ma SNELr ASPHALT THICKENED EDGE 4ET AlL HrS PAVEMENT SECTIONS xrs Q w m v Z a U Z Q d Y Q 3 Q O Q 3 N C 0 J L ON = O UZ N J L N c~_ T L ~ W C Z CC J O wU (~ ~ > N O~1 ~T•09 mne~~~/ 1(A /(1~ CU1biROCigN DOg1MDJIS PRO1ECi OJIS] D9AwN DALE MAR Ob 2115 SHEET C 1.5 oP 03157-detoJls CAR AND TRUCK LANE SERVICE YARD PORTLAND CEMENT CONCRETE PAVING (TYPICAL SECTION) Nri NOTES $FE r1M.AL dli UYE SLLrlp1 fIX YA IE/IIAI .WO qPm REWRELEN2 EXPANSION JOINT xrs SEC 25, T 17 N R 1 E PROPOSED ~-naE rvroawxr - - - -- WNIERNANI ~ rvmvx~crlAwF14OVr ~ ~ ~.YNER H vu~E ~ ~ siRRu 6 WA 1Ea MElFR R0.^F CRNNIINE v REgI(bV ~ I)PE I CA RY1 BA9N M MfEI ® iIFE 2 Glpl RA4N O f1£AN pli ROT ORNNJQFAN W i ~flOW AFFOW 4 Nfl VAC ~~ Q~ 4 d Y { y 1_ au 6FFCRE rvu ac ME caiiRACrCR SHALL 9E FllLLY PEYYW4&E FM nfE LGCa nCN hYC pROiEC nCN Ci ALL EASnNC VTV PES ME PTV iNACrpP SHALL l'FAIFY ALL VR11ry LCCAnWS PPKp ro caNSmucnau Rr awNC )HE uNOrncaouNO LGGAIE uNE Ar I-Roo-.zA-ssss A NININUM CF b MpIRS %nPl 10 ANY Cd151RVCnIXJ LEGEND EXISTING uROx ----- ---- aoT Naem :A )E vALLE IX Poxm uwr ___ - _ . cnNUUNlcnnavs 'J1 RA4N WA1ER (FlRpINEJ EX WAiEa )FMYi - IX STMN °ARWENr _- -- _ ~ SAW rARY GRANiY RM - r - ~- FMLNAM SGNFa FEIVLE ~N ABBREVIADONS xmpna+ r a[vnnoN E NArW NA iG/ EXISnNC 49ACE R Ry Cf tA1gINC RR RO rrCMI RAMP jR !O° RAMP ny rEP CF WALL APPROVE=D FOR CON3iRUCT10N RY DATE oE~¢owart RL.uw walWa APPROVAL EXPIRES ~ s~~ ~ =~~~ ®a~~~ ~~ ~, ® ., ~~ s s ~ ~ €~? t 3 =~ ~ She l~J <` Z w w 3 z J C7 Z_ Q Q ,~ V Z Qc L O h T C 7 O U C O 7 J L O ~` =a Uz N Q J L N ~` _T C w 7 Z~ J 'W^ 'O` V v y oRgt g tAN9 ' m elalR® mm a~ Or CONSiRUCRON OOCUMFNIS PROIEC[ IX415! DRAWN DAiE MAR OS 2CQ5 SNEEI CrvJ Munlapal•Geotechnlcal Englneenng and Planning C2_~ Jerome W Morrissette & Associates Inc , P S of 1700 Cooper R Road S W #B 2 Olympia Wa 98502 1110 Ph 360 352 9456 Fx 360 352 9990 ~f ivsb3 Sa yv4u K pn«giYVn Kw wwev~n3 5~ Srvm e g C t i 142W59 i 5 w un ~i J ~ /`~ O tV O ~ 8 ~ ~ _ ~ ~` O ? a ` " ~ ? „O> n N ~ o 3 N ~ a N ~ d N n ~ ~ a ~~y, n o xv O n D '° z o ~ ~ n W ~ ~ o ~ ~ w ~ N ~ ~ N ~ ~ m ~ ~ T ~ w w n °' P ~- o~ ~ w ~ N ~ ~ e ~_ e ~ ~ o w I~]IJ1ID m fll~ K ~ ~~ O z ~ g ¢ ^ ra C fi ~ r ~ R p ~~0$-1 ~~ ~ In A ~~ A ~~ ~~ ~~ ~ ~t a ~ ,~ ~~ ~ m ~ q -- ~ s~ a l --- -'_ --_ ~ _ - - ~ o§ n A ~ C N _ ~ P P Q t O yV ~ g ~ ' £ ~ ~ i ~ m m 4 ~ g _ ~ ~- ~- ~ ~---~ - ~x~m ~° - y- - o - __ __ _ __ - _ __ - -~ - -___ Y _~ - " " ~ g __ a - -- _-- -- _ ___ ' I I ~ I ~ ~ -__ _ ~o ______ _ ___ _ ____ ____ _ __ ____ ____'-- __,-~ _ ____ ~ i ~ I I II I~ I _ __ __ ________, ____ ___ _ _ - _~- _ ~ _ __ _____ _________-___ -_-_ ,--- -_ _ __ __ y W ~ ~ ~ ~ ~ ~ ~ __________ - _____________ __ - --" ~'~ __- - ~j C$ _- _______ _ -- - _ _~-$~-_ ____ __--__ "- _ ____ ____ ___ _ TY LINE R _ __~___ ____ --- _ -- --------- PRO PE _---- _ aar ____________ ____ _ _ ___ ___ ___ _ ____ __ ___ sae ___ ___ __ _ ____ ___ ___aae ___ __ ____ _ -- _____ --- __ aee sea ____ - _ ~ aea _ __ ___________ aea u a ____ ____ ______- ___ - - __ a.a - au ---- c ~"`'", ~ `-~ F T 0 g ~m n nm a z= m ~m m ~ C ~ 4 D N £ ~ N 0 ~ Z 8 AcBo `~` _ g~~~ ~`_ _ -'~,_ ~o~~ -_ 5 ~>~ _, ~~~ g~~ ___\ ~~i _1 ~~~ t: I $ 5 5~ a< ~ ~° ti~ 1 ~ ~ I- \ ~~`~~I ~~ ~~g zg ~ I ICI I Ram ~' ~ ~ k~ ~ g n Z 1 t mfg ~~~,~, , a ° ~s. " 3ele naal ,~ ___-____'sa of tiLL D a ~~~ o p ~ g z r`S n ~ p !7 eg~ N o = x '~~ ;~ u O o o a $ 2 p pe ey~yr ~ v ~ m 8 8 >~ 5 ~ I I I I'~~ _ '~ '_ ne lao ohs C _ _ i CCZ T/I aNI~, ~ _ I ~ Y f ~~ STORM AND GRADING >s .'a a L ~~~ ` ` '° ~- - ..;a~? SEE SHEET 2 4 FOR CONTINUATION RIDGELINE MIDDLE SCHOOL Yelm Community Schools No 2 Thurston County Yelm WA ','j` ~~ ~ ~ ~ €~g^ -_ _ ~ ~xZo ~~~`b 7 v Z ~~~~ a N ok~ r v ~o ~ °° ~a ` . P \~ _ ` °o -'- Q - \ '- z_~rG_ _-~_- D Ng .x ~ ~a=~~~ e= °a 9~ 'a ~4E~'L.~ --- F; F "?~Y°~S X18'$'- -__ arc - NP `& 8 BG of ~" ~a'~q~ ~a> J \` ~n` uH ~~_ l+"~NJ ~ mmtl CN~t Yi. 4 g 9 "v ~~ nn ~m ~PF~p L Q ~ g=e~ . ~F a,Yp~a~l" - ~~ l i 1 ml `L~A~~ms ~~ ~\ S\ 4 4~~ -~i 't\ ~ \ \ 1 \\ ~ 8~~?~ \ ~xU ~~\ ~M`H~~ /i 1~ Y a m N 01 ;~ --I I J li ~ I I Z I I m ''> ~ e °u a_ N_ ~ w f8~ ~a m~ ~~~ m it ~_ i i i I I ~ ~ I I I I ~ I I I I I I I ~, ~ I I ~ it ~ II I III i iii 1 III I III I I I I 1 111 i i i I i,l ,i ~ ~~y i I . i Ili ii Ii1l i i III I it III it II I I I i. ~Ii ~, I I i ~ i i I it I I I I i III L1-" i!` I I ill I I III IIII I ®o ati1,~N~~,.ma1~ ~ ® al lll~l SheeISOUK rcama W/. 9&M-VY11 ER~c~6~~®h~ 1~9~G®VER~ Architecture Ana lysts School Deslpn Ix ]ASIILab la.sv vl vlw „aee<aw.~eoemeom ~ I I I 1 I I 1 II I I I II 1 II II I II I II I II I II I I II I II I II II II I ~ I ~ I 1 1 1 1 1 1 I I 1 1 1 1 1 1 I I ' 1 1 1 II ' I' I I' I l l' I l l l l ' I II II III II I II I III I III II I ~'I I I II III I I II III II I I I 1 1 I I I I I I I X I I I I l l l l 1 1 I I I II II II II II I II II II II I II II II II II II I I I I II I I I I II I I ' I ' I II ~ I ~ II ~ I ~ II I l I I I 1 1 1 1 1 I II I II II II I I I II I I I I II I I I I II I II II I II II I 61 I I I I II II ~ I III II I ~ I I CONSTRUCTION NO S I I I I ~ ~ I I II I II II I I I I I II I II 11 II I II I II ~ I I I v l I I I I I I I I y l I I I O CCNSIRI/Ci AS PART CY I I ~ ( 1 I ur aDa I' I I I 1 I 1 I I ~ I RWaI rnME AMLEnC Flnns I I I I I( I 1 1 ~ WnIN 6 G' ME FlNISN gtADES 1 1 1 1 1 1 1 1 1 1 1 41OMN 0.5 Pµi CS 9A5E Blp 1\ 1 1 1 1 \ ~ I ~ I I II 1 11 1 11 1 II \\ 1 1 1 I ~ I ~ i l I I I 1 I l l a l 1 1 1 1 1 1 1 1 1 1 I I ~ l i l l 1 1 1 1 1 1 1 ~ m I I I I 1 1 1 1 I ' ~ °o ~ I I I I I " 1 1 1 1 1 1 l I I I i I I ~ I I a I 1 1 1 1 1 I 1 1 1 1 1 1 IIw h° 1 NOTE SEE Lw05CAPE ARtl111ECi I 1 1 1 1 xl 1 I w ORAMN6 FM AIXLEPC FR]D I 1 I I w N ' I (AIWT ANp CWS1RUCnW REWIRENENiS I I I ~ l I I l / I Nh/RE SP sD] I ~ w I I I r -~ 1 (Y~~ CCRRIDQl I 1 ( , , LLp / I I I I I a , I / ~ /> / / , I I ~ , /% ' I ~ ~ ;~~ /;; 1 I I i I l I i ) i >~] ~~/ ) r I ~ I I I I / I l I ~~ /~ I ~ ( ~ I I I I I i I/ Q l 1 I I I 1 I I l I I I I I I ~ 1 I I I I ~ I I I I I 0.. / 1 I I I I I SCALE i =2o FFEr I I 1 I j I / / I I I I I I I I ~ I j ® w I I I I ~ 1 ~ I I o 0 10 20 60 I 1 I l I I I I I I I I I I I l I / ~ / ~ ~ 1 I I I I ! 1 1 1 ~ ~ / I I I ~ I ~ I ; I I , / I I I I I I I I I 1 I I I I I I / / I I I I I I ' I I I I I I / / I I I vER ^CAL DANM I I 1 ~ 1 I I I I I ) / I I I / I ) rIMIRSiCN CWNrv N0. fiat YW Ai Yt-50] µD NN. RDAD SE I I 1 I / / / CQI RR FF MILL ROPO Ar SICP pµ µp IB $E CK CEN IERIINE I 1 I I / / $IlE~ BYT $PII(E IN NQP 90E q' PON£R FIX£ W YILL Rp55E I ' I l 1 / I / / / I / LOGA nD APPROAfMA IELY IJO NptM C£ EN IHµCE N I I 1 I / / YILL PCWp SCNWL ELEV- J59 JJ i 1 I / i I / / I ~ ~ CaLL p6pRE YW qG I ~ I ( ~ i 1 ( ~ ~ ) nlE CW IRACTCR SNPll BE fLLLY RE~WSIRIE rG4 ME LCC0.RW qN0 PRp1ECdW q' I I I I / qLL EXISnNC VntInES ME CCNIRACTUR 91p11 VFjBFY ALL Vnflrc LOCAnWS PfiOq I I 1 I I / / ]D COVS]RULAdI BI' [ALLMG ME UNDERG90Ury0 LOCA IE fINE AT f-BW-aIa-5 ( / / / 1 I l / 1 A 41NINUN C£ a9 HWRS PRICK TO AxY CGV51RVCnGN I I I ~ / ' I l i ~ I I ~ ~ ~ l ~ I l LEGEND ' I I I I~~ I I I i l I I l I l I I EXISTING I~ i i i i ~ ~ aq ppLSSURE IxpG nML p q/NCnpl 60X -- R0.V 0.4AIN 1 ~ ~ ~ l l J SWIiµv YANXIXE I'L wA1FR CA 1E vgLYf EX PoMfR I I ( l l ,( % IRRIr~OCN 4UVlRQ N SiRE£T IICHT Wy4UNIf.ATWS I I ( I / / / I I IX Cq IO1 BA9N WATER (FlRELNE) ^T IEtEPNWE PEN$TAL ~ I l PW EX wA IER PoNFR PqF a I / / i I O f1FE HYDRANT IX SRRM SEV.fR BOX ~ ~,I''''' I u.....a iR(/CT !O LCMS~ (-- [ur A,vaaR i¢ EIRE pEPARrMENr swlrurr I)agNrc ~ 1 ~ ~IXElfl ~4 L0.VNECnW _~ _ I -~- fPPIAIAW SEVER 1 ~ u I I FENCE 1 I I l I 1 I I / I ~' PROPOSED ~ m i ~ ~ 4 ~ ~ FlRE NYpRµT WARFNAIN I I / ~ FlRE DEpµMENi _ _ ~ CWNECnW ~~ I I l o QI 1 / 1 ~ VAL1E xpW rCF ~ SiCRy I I l l I I I ^ _______ d WA rER 4EIER - RGVE ORAINLINE I / / l I q v RFp,CE? I ' 10AISrAtl >6 !f ~ TYPE I GiCN BA9N M INL£i aNFlL IRAnW Cq{1Eliv I(5EE RYPICAL SECPW ® TYPE $ GICN 6A9N pEIAY. SHEET C 21] I IBDTICM 6 GALLFR 4 REVI Wr % Fl£Vti3A150 I I Y O RLYF p/jAIN I ~ I I ~ V M1OW gRROW % ; I I Y AIR vAC 0 I / Y Gvd• Mumapal Geotechnlcal Engmeenng and Pl anning I I INS I I / i rg / ' Jerome W Morrlssette & Associates Inc P S / , £ 1700 Cooper P[ Road S W #B 2 Olympia Wa 98502 1110 Ph 360 352 945fi Fx 360 352 9990 z R _ 3- 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 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I l l I I I / 1 1 ! I I I I I / 1 1 I I I ~ / / I I I / I I u I r I r I I I I I I I 1 I I 1 I I I I I I I I I ~~ I ~'l / N A% (SLiL I ~\ I I I I I I I \\ I I i EC 25, T 17 N R 1 E i / / I I / 1 I / I ~ II I i~ I I i 1 ~ I I I I / I > I I / I I / I I S+DO A I I , I I 1 /> m I I / I I / 1 / SEE SHEET 2 1 FOR CONTINUATION I ]c 1 aszz> 1 ENp m I ( / I I I / I I I y I ' I 1 ~ i I I I ~ I 1 I / I I / I i ® I / 1 / / / / / 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 I I I I Now ICRWp Prnr sY LDU nW sNDW Xrc m¢r czu) NOlE SE£ (ANOSGPE ARCXIrECT DRAMNGS r0.P AiHI£nC FlELO LA1TX/i AND C0.VSiFUCnW REWIflpFNi$ I I I 1 I I 11 I I 1 I I 11 I I I I d ' I I I I I m I I 0o I ' INS T IF \~I TA B+aSBfi~di O{ Rr S D~ F I ~ (D-VNEI \ • \ IND PEFF HFE `4 'A STALL CAP AT ~ I oO \ CF PFRF %PE \ a \I~ Ifi I A$3 i J a ~ / \ I \ ~~~ CB 3J ~ \I~\\\ S iAIBf9196 569 (O-VNEJ l ~ I WS(I.LL [tPE 1 S e\ RWeJf]>5 ~~ O~5 ~ Y Ittmxc T RqX nW wOW seN~ .r a sr czu r NSTAIL NWIiIy41 G CpP~ qqq I IN APPROX LOCAnW SNOW / \ I I pETAIL SHEE~i G$1J) \ / ~ ,` I I / / > >>/ ,' / / 6+00 i / // >+DO ~ I -t 1 1 I 1 1 1 I 1 1 \ I_ ~ ~/ Pa „~ ~r p~~D 1 78s ff 5 11316 1 T ill 'ZS Jl / I r 'J PIPE / I mxc i /I 1 Anav 9,D I SET c f 1 11191~I / >/ i i i ~ / ~ i > ~ / / / / > / / / , / , / / / , / / I / i I I ryry YI]SiA Z6 $T. IJ6fi lT 1(D-uElE) I ENO P~tF%PE INSTAlj CAP qi I LNO PEId PWE I fe IE saapfi I I I I I I I I ' I I I I 1 I I I ~ I I I I i I I I I I I I I I I 15X I I I I I Wiz, ~ I I I I I I I 1 I I I I I I I I I I I I I I I I $ I I .~...__... _._~~..I I F I YH ~E SHAT 2 3 1 FOR CONTINUATION "- I I I u y~ a4AO I IR'„T I (G =JH INS VM RIM ]$ 21 $a 1 / (gE DET.vL S I I I I I I I Au 161 - vIPE I I I I I I I I I I 1/ I I 1 I \ I I 1 I 1 I 1 I 11 \ ~ 1 A ~ 4 /\ / \ I I I / ~ I I ~~ % I V 1 / u Rr [A-uNE) I 9 CB W/BI-pRECPWK ` / I ~ / / 1 I I I YW I l N I I I I I a1aW nD I I I ~ 1 CA11-tY Na $ oleo Li I f is I >, ^Ri I u)~ I I I I I I 1 I xa J Fv-un1 /I Rlm ~ I FihT I I V I 1 Q~~~~ l Z ~~ N Q F = W ? W ~ vo W (J W ~ ~ O APPROVED FOR CONSTRUCTON I BY I DATE xwnwlT avEw vlaxml APPROVAL EXP6RE3 ~ a~>~ ~ -a~ ® o x d ld ~~ ~~~ Y ^ T ~Rtl ~ ~ '~ ~~ Z Q C7 Z Q Q 3 N r 7 O U C 0 J L O ~ 0 UZ N Q J ~ Q U ~_C _T < C w~ Z r~r J G W O ~, U O.' T e ~4W ~dW ~`~ s CONSTRUCTION COCUMENR PROJ>:cT NIA DRAWN DAZE MAR 06 5YS $Hffl C2.2 OF 1; I II W I l l / 1 ~, I I I I I I r I I I I p l l I I I I I I 1 I I I I I I I I I I 1 1 1 I I 1 I I I ~ I I I I I 11 I I/ 1 I I I I I l u l I I I 1 1 1 I I I I l I 1 1 1 I I' 1 1 I I I I I I I I I I I 1 1 1 1 1 I 1 I I I 1 I I I l k I I V I I I 1 1 ~ I I I ~ I ~ 1 I I I I W I I I I I I 1 1 1 I I I I I ? 1 ~ I I I I I I ~ I I I I I I 1 1 1 ~~ I I I I I I I I l~ I ti I I I I I i l l I ~ I I j 1 1 1 1 l l/ I 4 I I I I I I l 1 1 I Q I I ~ I ~ I I I I 14 1 1 1 I I I I I I I I I I 1 f 1 1 1 I I 1 1 1 1 1 1 1 1 I I I 11 1 I I l I I I I I 1 1 1 1 I I I l I I I I I I I I I I/ I I 1. I I I I I I I/ I l I l~ I I I I I I I I / I / / I I I I I I I I l ~ ~ I Cq4 BEEdfE YW DIG mE CW IFACTPi 91ALL 9E NLLY RESPW9BIE FOP mE LDLADW AND PFDIECRW OF ALL EpSnNC URUPEi 111E CCN IRACRAR WALL YFFIh NL Unlltt LDCAnWS PRIOP ID LWSINUCBW BY GWNG mE UVDERfRgINO LOGiE LINE Ai 1-&~B-f~4-55.1.5 A NINIMUM CF N XWRS PRlpt Rl MY CPVSIRUCOw I EI£Vr-JAS `A ~ ~.9 " y 1 I I a ~ o I I 1 ~] I~ I I I STA R49]9B 5fi9 1 ~ (D-uNE) I \ I INSrAIt ME 1 I e I I ~ RWEE(EI)~25 / (\ I 18"11 7 RW$TALL M nWING i O I 1 / APPRDX nW SXOMi iq I I I (SE£ pElAtt C20 I 1 ~ I wsiui uWlraW Pwt/,--i I IN APPR0.Y LCCgnLW w xN I I I I DErgtt sNEEa cz 15)~ I ~ l I ~ I `1 oe ~ ~ (pwsa 1 I I 1 1 / 1 °Gb 5 D01 I ~ I I I I ~ ob Ba9119 I 1 I I I ENp P P I ~ I ~ INSTALL G I I I I / I ENG CF PERF I I I I I +e re-suss I / 1 I I I I I I I / 1 I BARB r1ELD I / I / / I ; 1 I 1 I I I I I I I l I ~ ~ ~ I / / / I I I I 1 I 1 I I 1 1 e , , , ~~, I~ ~ :~ I i ' ~ '\ I 1 1 1 i I 1 I 1 I I 1 I I 1 \I I I I \1 1 I I I I I I I I ; I ~9S I I I 1 I I I I I ; / of ouLpeld % I I / \ I / I I I / I I / \ / 1 / I I l I / / 1 / \ I / I 1 I ~ / I / `~ 3/ \ I / ~. I t I O 8• I I ~ II I I I / I I ''oo I 1 I I I I I I I I ~ 1 i I I / II I .)JT ,.rREI~ LYe1 I I I I I I \ I I ~ 1 \1 1 ~ I I I I I I I I I I/ ~I 1 I I \I^\ it / ~ I I .o,~~ , I I A I YI \ I 1 APPROVED FOR CONSTRUCTION Gvll•Munlclpal Geotechmcal Englneenng and Planning „ - ~ BY DATE DE+RLrovrNr REgEw vloWm Jerome W Morrlssette & Associates Inc , P S APPROVAL 1700 Cooper Pt Road S W #B 2 Olympia Wa 98502 1110 Ph 360 352 9456 Fx 360 352 9990 EXPIRES 1 1 1 I I I I I / / I ~ I I I I III r l r I 1 1 I I ~ I I I I I I 1 I I I I I I I I I , 1/ 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 I I I I I I I I I I I 1 / / 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 I I I I I 1 I I ~ I II II 1 1 I I I l l I I I I I I I I I I I / ~ ~ I ~ I III I I I / /\ 1 1 1 I I III I I I / / I I I I I III I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 1 1 I I I I I I I I I I I III I I 1 I I 1 I I I I I I I I I I I I I I I I I 1 1 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 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 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 I I ~ I ~ I I II II I I I I I 1 1 1 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 I I I II I w l I I I I I I I I I I I l 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 ~ I ~ I I I I I I I 1 I I I I I I I 1 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 I ~ I I I I I I I ° ~ I ~ I I I I I i I I j I I I I I I I I I I I I I I j I I I I I I I I I I j I I I I I I I I I I 1 1 1 1 1 1 I A I I I I I I I vQ ~ I I I I I I I I I I O v I I I I I I I I j I y I I I I I I I I I I v I I I I I I I I I I I I ' I I I I I I I I I 1 1 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 ~ l i I I I I I I I I I I I I ~ 1 1 1 I 1 11 1 ~ ~~~ ~ ~` \\~ I I i1 17 N , B.u eG~es Da Rr IF pWE CAP qT PERF PIPE IB w II BS Ri 88 ]< Fi r i~r~ -S:sG' z. Ba 93GT 9Q 0.5 FI UNE) rL Ja• / _.. INSTALL ME I CEJ69 / r numnuuv n $EE TYPICAL SE 18 E W h NE)-J1515 pETAIL 91EET C / BLrruM cF c EIEV _s«so \ N ~g J W .,/ ~, f~ ~ ~ NOTE +s .• 411ECT PUN$ UYWT ANG REMENiS Pi N 9 a I ~~ I A$ °]e/ v ////) / / / // f / \ I i SEE SHEET 2 2 FOR CONTINUATION i s i i i I_,,,~ (SEE pETAtt 9R2i CP.IJ) S~,yJ v W 1 ` ~ / y ° \ YA9+ ~ 1FRYN 5 ~ cnox I ~+ ~C '~3 ' zld) mr / FJ fG~A< $ Jf ry$ J: / 9 i' `~ l Bi F,~ / f519 /I ///~~ / C 1~ /F/ / ~/ I ~ ~ ~ ® I ~ (U~ ~ r ~ Q~ ~ d v E~~ ~p a au DErNL ~~~ I/ I I I I I I ~y I /~ I I I I I %W PANNC UW R'AL( 0C3 I I I I 1 I I I I I I 1 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 I I I I I I I I I I I I 4 ~ s~s~ v/ ~ =~~~ I I L ~L e ag~ ®® I ® I o ~ I ® I a I ~ I N M I r _ I I I I ~~ M €~~ ~ ' e 8~ I n x` pa L?a c 9 K LL! s CONSTRUCTION NOTES Q CWSnNCT A5 PMi Q' ALT BIp a ® FWCX CRACE AnttEPC FlE1D5 WMM 8 W mE FlNISN tltaDES 3WNN AS PART Ci BASE BIp ®CWSnNCT as PMT CF ALiIXNA iE BIB 3 SCALE I =2p FEET o too Jp®o bER TICAL OANM muRSrW ccuNrr xD rHl uW Ar sR-mr Ara MILL RDAD ff CEH TER CF MILL RDM ai SnA° BAP aNp 16 g (y CENIFFUNE SR-50) AT 905 N CENIIXUNE NG40 39 EtEVAnW+ N9859 9rE TB M SPINE IN N0.Pm 9DE P` PDMEF PC6E qV NILL RD SE LGCA RD AoFROXIMARlY 1.N1 NCFm Cf ENiFµEE i0 uni pwD swan ELEV- ]D9 n EXlS7lNG LEGEND (J SANI iA4Y MA/IXtlE L ,a1NCnw BOX RBC£ nRNN % IRmG nw mvmtt w wAiFR G1E vN~E - ~tvF _ _ _ -_ - EX PDiwR pT RIIDNWE PEP'srAt ~/ siREEr uwr -- - W.NMUNICgnLWs P Po.~ PCIE li IX Giw BA9N -- - - WATER (FlRWNE) ti. .2RF/t RJX -c 9w - EY AIFF (- WY µfJ1pR ~ FWE N1MMT EX STdtM q R.PE OTMiMEN! $NIITARY LPANTY CWNECiIw • - FQPLFNNN YNIIf FFNLE PROPOSED FIRE N11Mµi WAIERMAM FIRE BFYgRIYENT _ roxxecnw '~ sExEn H vAtvE - - sraeu W WAS' '~~ ~ ~ ~ ~ ~ ~ ~ ~ RDCF p4AINUNE v'~~ ~ TYPE I CA TOI 9A4N OP INtEI ® iYr'E I GirN BA9N s ciEAN WT e ROOF WRATH/C1FAN WT ~/ FLOW PRROW 4 NR vac ,~ ~~ Z Q Z Q h Q 3 t= O7 Y i C O U G O J L O UZ ~ O J L N 0C + L W ~ Z F ~ ~ W O U, U ~ Y 6 iA ~d • ~c~ CONSiRIK-ON OOCIIM@11S PRO1ECi 03151 oRAwN OAIE MAR 06 1005 SHEH C2.3 Of µYa[ Ke3W~tl 3151 A`Gen 0 wupCmn ~uw oa.nxaO5i5)5 r.ne 3 C3 WJ1PJ59 iJ~ 4n :, ~ Iii ~ ~ ~\ ~~~ ""„ SEE SHEET 2~1~~ ~ ~ ~~ ' 'z ~ ~ ~ `~~~ °m~=~ FOR CONTINUATI~ ~\ \ ~ 6,° \ ~ ~t ~,~, N ~I ~ ~ ~ ~ A ~ ~ ~ i y l ~ ~ ~ ~ ~ ~' y ~ imz / / ~m g~ 1 V ~ ~ V i i 9 fl ~s5/` ~~ / / \ .. m ~ ~ = m~ ,~, ~ Cd mg o vyo~e~~~ \11 55c \.a'e /'i w m w N ~ Z 2 _ yx5~~ Dr iq I { N ~ .' \ ~ o ° ~ q~ ~ ~ ~ ~ ~ s i \ ~ ~~~ ~~ ~ ~ ~ ` v~ ~i N fN N- 1~/ " L9A~ L~~ I \y'~ . s g pz \'3' ~• / \~ o8~y ~~Sg~~88 ~"~ , ~,*4 //~(~~'F~/A CN\ T w A \~"m ~ ~`dJC, ~ ~ ~ ~o F>oo°~ nn 1, a / ~<! ~"~/w~",YT 'de V a i ~~• /11 ~¢ / ~ / ~`~~ / S~ '~ ~ 0~~ ~ ~ ~ ~,g~ a aco~~~81~-~ I / I • s ~G~ ~~ ~~~ 1 ~ ~i ~ ~~DV~~ ~ ~ ~~ .~ ?jam ~/~~ ~ MN p~ i,~ ~~FJ i i ~ € B ~ Y o00~~® ~~4 , ~j ~ ~ as - , ~' .r,~~ym.'~ ~r ~ R 6~ t ~ „`4i -z~ III ~ ~ ~s~m=:IFS ^ ~ ~ o w C ~`+~ ~ c,p \ ~ 7~'~'~6 ~.FI ,T ~~,, ~ 4 ~8 ~ Z ~ ~ 9 ,~ ,P 11 ~~ li` ~M~ ~ ~~ a ebAd n \ ~ • ,.m e~ I I I .~~p~ `3 ~ ~' ~ I! ?~ s c Q~mgF~ e°~ w? ~ ~® ~ ~ gppp 1 ~ / I I • I ~ I I ~ ___ ~e~~ ~~ ~iiB~° a I C-~BB '~ I I I pa= € ~ ~' - ~~' ~ t Tj ~~~i+ ~g ~~ 5 ~ ~ F ~ °4~,~3g n O~~e~JU ty O ~~e ~~ ~ ~~ ~ I ~I I ~ _~~ `' Y ,~ g~ t p 4~ 8 k ~~8~`a~ c I . a. ~ze O ,~~ ~ a9,, . ~ i ~ r ~~ m Y ~ ~ ~ ' ~ ~ ~BS~~ pa~~ A ~`"~s+'~ ic, us7 7 ~~~ ~1 I ~ I I 1 1 I . I i i I A~ ?k= ~ ti ~ mss/ / \ •~ ° `~' /I `~. 2 1 ~i I I y 3'y?o o~~p! ? i „ ~/ I 1 Y / ~y • r I I I I I i~ 1 1 1 ~ pP~~ ~/ Ir I~ ~ 1~~ T~ ~~ r I I L_J I I {{ km's I ~ I I I ~~F~ z ~ ~ 4 ~_ ~ ~ 9 $ ,~~ ~' ~~ ~1I Cyr __ ~~ ~ ~ I A~ 3i~~3 ` p g ~ ~ g~ § U _____~ ~~ 1. I fIf ~ g ~ I ~ ~~g S I 1 ( ~ ~ i ,~ ~ ~ ~ Ir I ~~ g 1 ~ ~9 I r I ~Yf ~ I I ~ I ~ ~~~~ m~ ~ ~ I .g~ 1 ~' 1 1 I ~ I I ` ,g ~tl I ~ ~ ~gg gi 1 I I ~ 1 i =~~e ~I ~ j R ~ a ~ ~ ~ I ~ -~~,~®~ ^a ~ ' n SEE SHEET 2 5 FOR CONTINUATION u D > v y~ n0 ® V 5ctl°n MCGwm ftlC ~ V ~ ® ® IA I]IASYe ISw111 ~ N ~ ~ ~ 7 STORM AND GRADING ~~~w.,9.9.]a N g € =s °= ~~~~~~®~ NdCG®~~R6~ ° ~~°~, ~ a sg~~ RIDGELINE MIDDLE SCHOOL Arcnttecture Iastrsts scnsal sess9a la xna]luaa $ ~ ~ ~ Yelm Community Schools No 2 Thurston County Yelm WA ~.u,9„-0,,, ~~~,M«em SEC 25, T 17 N, R 1 E I ~ ]Hfi 59 J3 LT (C-UNE) I -~ u ME I m w/a-gRECncwAL - YcFArc I I __--~~ / 13510 /J / IN~]51 J3 ~ _ WT+N'122 ____ __ --~ N)PNC ORNN IE~J51 }1 _ CPVSIRIILT B NNN BERM m --- ~ DIRECT RIIN-[FF i0 GnN B.1 ,p ~ ~ sae -- r~ r II , ,, / yt 1 S~ \ ~ ~ I h y1 ' ~ '~ ~ - 7 ~ .i4.~ ~.~ . ~I _ ~/ i ,,,---555TH +690](BASEl1NE Cf ~ 5 ~- F 11 $n1tM %P~~I I i -~,- l' w Bn ' ; i' / STA PrvW.M (BASEllNE B) ~' , - N22 F] i s po 5 89V 41 E I OS~ 111 C ~I '~/ i ~ ~ ' ~~ + v i r- . V l ~ H.p J` \' yr" ~ / / °' •e •~ 1 ~~ • . 'S^ sTA 6+e1 J9 Ie Ri (TUNE) E 1 _ \~ INSTALL E 1 W/ vµFp 6RAlE `` \ / • 9 ' i ` `` ~ ~•8/ MY JSirBJ~ , \ ~ • I 5'0. / ' / ~.STA IG+9flJ] 5149fi Lr (A-VNE)^ Wr.J31 ] ~( 1 , ENB PERF me ~ 5 sb aw lE~JSZS I / \ /\ 5 /' Wsrnu av Ar EN aF PmF wPE gr~2J I • / / 12 IE~JSf33 T' ~ T r~6ar °srsiA \ • I, `~ / / '/fG 51 / / ( ( I I r` ~ / 1 ) v I 1 / I ~. 1 1 nh ~Ar9MB61 SJS5 RT ~ / I3~ I 1 • l W (L-ONE) I Ly ~ \I I l I INSiA(y INIFr 6+8R 85, Bb f] RT (C-ONE) I gIYIEJWT JS]I} I , /`I ~ 1 / ~ f~Og6 VL rYPE 1-b LB W/BI-OIRELPCNAL I \I n GRATE I o95b I a ) I ~ a~a~ ~ _~~~ I srau n v o- INFlLraanw Gurnrr xG ] I (sEE inxuL secnw BETUL 9r¢r czrJ) iii e x ~ BOrrgl 6 GLI(pY E1EV~J5115 sTALL JI IF 13 MGIn FfRF FIFE ~ ^ '~ LIB+a 5] 605]Y Li ( uNEh PERFl fPWE INS IALL NLWIrLRING PO9i TALL GP Ar ENO LY PERF RPE II., AopRGx LCU, nCW 910M, SiRUCT 6 HIOI BFRY IE=1$0.25 (SEE CfiNL yIEFT C21S) r0 aRELT SRApY RWI-QF 19 N I yroCB Q~ / , /^ / / ra / / ~ iB sae sr r»Je oz saxn Lr (A-uxE) / HSiA TYPE I I IE~Sf as ~ - ~' / °.•e i aeZ ~ ', ".. a ]l ~ NSTALL J ~ Fk IFAnW GAUERYr N0. 6 u ~S ' eorrgr ~ Y EiEVrssszEEr cz u) a / / § 3 3x /\/ ti al ~ g ~ m -' ~ ~ srau Jz LM rr I\ / ~ ~ ~ a ~i RIGn PFIF %p~ l 95 j ~ / / NELr rp %0.Y AFEA RAWAGE ~ 9 / / r` INSrALL 55t If 5]ORM PI 6 L£RIFY W/ LYIOSGPE 5 _ -~r___ _____ _ _~ r NECnW LCCAMXIS ~~ -~9CR,1E1~ `5~1 aGIWAwamOAPiER A$ EWIFm -- s AOS PERF y[ NLE z WBE.9 pp I ~'' ~~' _ J \ / sEE uNnscAPE I r Puxs T - ~ L- _ ~ ~-' f~ ~ainr~EU w r ARG A / ~ 9IBW GNOSCAPE _ /I / \ pERF PoFE IcH-Sisl oz r5~il ee wI /'~~~_~, I } `•/}oT 4B / sB 1 ~ I 1/ /~~ ~ \r Q IE Wi-Jf993 iSC~ / ~~ ' ! I / ~L I 1 i 1\ / r 3 WRNG pRNN IE~ G. ~ ~ _/ '~'°' siS+ I , i ~-__ ~ . ~~~ J _, ALT BID 3 i ` \U /I // I '/ '4/ l ap as/el ~I ~\ ~ /1 Fr,p19 I I~ ~ ~ ~ "M /~`~ ~ ••~~~~ f / •+//w T'"' N III _ \ mill / / 1y5• ~ 1 • I ~ NOTE / I ~i~ _ ~ lea \\ ` ~ ~ ~ ` 1 1 I M • s be I PUNS NFaa PuYAaaEal fraWivALx / I w'~b ~ f - " " " S~bk C \ ~ ~ 1 _ I ~ 9 j / e 1 aNO AMLEnc FlEiu urour axp ~ '" ' ~ O \ -L.( • I ~.` I I I 1 1 / corlsmucnm REWIRENENrs / ~FNw' i ~-" _ I ~~ I I J6s9 _ ``yr _ _ ~'Y' ,' ~'' ,, ~ C \\\ ~« F}5 x iAJIRi9]GM. Id lf~-UNE) `J I~ I I I 2 I (~ U \ h~ Ixsrau mE 1 m w/ yaNEO,w., r~ • 1 1 I ~ i I ~~ O Z 1 ~ FIN~JS~ ] I ~ ~ ~ ~~~ / / O 361 w vl \ .8 IE Wr~J.ss 22 / 0 ~ 1 125$ 1yrIILV1 w~INin pER~SyBOFNN limds of fem 1 .. I iii v ~ II « ~~ ~ / ~ as i Sssu9 I~ ~i t'°~' ~ w N Q 1 ( ~• 1 / / n I 12~ix` I ' O srAq / I W Z ~ / ~~ I mJ h a , I srA. n.e9b rnJ Ri (B-uxn l 1 °v I •` I I \ N w~ ~ I~ I Wsrau TPE I w w/ vaxm GALE I m I I ~ I A O RIM JM 9f I I Sfi I ~- ~~ r \ /r~ w ~ ~ ~~ - •~ I sz rc lMU2 is ]s I 1 ons I ~~ ~ ~ I 1 L~`1 °I LZl ~ U O y1~ 1 R R0.V ORNN IE.S5292 % / ~r,{- I \\ ~r .N \ Q Q ~ "1~ {ii w U ~, _ W¢ e \\ ' ,`~I ~ L ~ ,~7~oa+zL I i i E I I ~I i i \\ I r \°. \ R / ~ Z ~ \ l ~ ad 1 I ~ ~cl I I \ ~ C~ ~ ~ ~ ~js~ /`~ ~ ~ I ~ '. a ti _ _ yr /~, a i / I is•°~ 1 1 I ~ ° ~ w~ 1 / of ~~ a/jp66~~ I I ~ / ~ I~ I ~ I ~ II I I ~ Q J ~ / W/'jO s! I I I i I ~ I I I~ ' ~ w / I ~ 1 I ~ U / / I ~~ I I I r~ln-I~LI Ir I ~ ~E ' / I c /~ I I I IFl/ ~ I I ~ I IB) /~ O ~~ l / r Sl •~ I I I I V / ~~R'1 l l ~ rv I-- ~ II II FOOTING GRAIN NO7E5 / '~ I I 1 'c I ~ ~a ~ ~ ~ / / ~. / I ronnxc avAWS ro coxNECr ro Gra BASWS (YE PIAN) / / / l C sj-j.,~ I I z Foonxc uvAlxs IxstBE RBaowar AFFA .wAU XA rE A ulx ROOF DRAIN NOTES / 1 wry I CF 35 Li COHR ANO Ca151R11CiED NIIX SGIO WALL NA 2FIAL5 I MONDE A wlE CMwECngl w/ MRE/Dm PWG W OOW SPW1S l / I I - ~ rv • ~ I I (sEE .sEOnca nays) SEE AFCHISCr Pwrs FaB w2 RAxal ro eE ME sAYE szE as ME noxx sPWr / / / \lI_ `°~ fWPNC PPNN REWIREHENiS 2 FWIE ALL R0.Y PRNNS Ip sTCRY PPAW Cq{£CPOV $YSiEY L }A~ / / / f N7~o I/ 1 I J W PNL ORAW$ 4IALL NOT CCNNECi ro FOCf nFAINS ` FW' F GRAINS 91NL NVi CLWNECr m FWPNC giAM$ / 1 WWW~ 3 I f Ftp nNG p.PaIN PIPE SNALL NA 4£ A NIN SLQ'E C£ IZ FRCW nIE CLNNECnQV FQ^F MAIN %K SXALL XAK A YIN 4WE a`" IS FR4Yl ME LYpYNELTW f Y / / Z // i a SCALE 1 =20 FEET NdNi Ai 1XE FWnxG r0 ME G1pl BA9N PgNi AT ME FOOi1NL m IXE GTGI BA9N / / FW nNC nRNN I a I 5 NSTALL FWnNG 0.PAIN5 EN IIFE PfhYYE)m 6 NnRllE $CIIIXX. M'B GYYNASUY i RMF ORMNS INSOE ROIOwAY AREA 910.11 X0.4£ A N01 / I \ ~ (SF£ ARLHI1ECr5 PLANS FCF FW RNC GRAIN nEiMSJ lW ZS a` LOWY PNO LWSiRUC1E0 WM sW0 ALL YAiERINS / / ,I 0 IO 20 40 B FWrING GRAIN CWNECPW m CaLECndI STSIEY LOCanMS ARE (SEE SPEtlFlGMY15) / / / ~ a I $NOYN M ME FUNS h / / ~_ ~ r~ 9 I OONSTRUCTION NOTES I ~~ ~ ~ m / ® e 6 srA Iz+el s] Ir 2s Fr (B-uNE) °.~ ~ I ~ Ensnxc AM~nc nEm Axa vuv aRGS I LEG ND CONSiRUOnONIYJCUMBJiS j~`>yq~ / ~~ ~F ~ _ (~ / wsrArl irPE I ca w/ vaxm arpre / / a/ I m REUUx IE ur ew 5 Is NoT AwARBm I EXl STI Nri PROPOSED L.T g0 //`~'// (, q` / RIN~S56 0.5 I / µ ®QFq,9 µp GpUB BEINEp PRP° UNE aN0 iENP $ANI rARY MANXa£ ~j5 B hN/ 0 / I1 YE IW! 3255 I / / 001.0( 511E PRVIEC PPV FENCE AS FEWIRED FCR ~. [] JN1CnW BON i RCCF P9AW ~ fiRE NYORANI == ~ WA RRMNN i / Jszfs A uxosuaE (YC LANBSGPE PUNS) PROIEC NI51 / FWnNG CRAW IE~J3255 I // / I I/ERi1CAL p0. NM $ IRMG np1 CWiRtt k wAim GiE VALK __ WR FlRE aPARllupi ~'T I / I / ®Cb151RVCr AS PART CF ALT &0 J yALI£ IX POMW A' CgINECnIX1 ~ SEWER LRAWN 1~ ~ / 1 ( _ • I s]av e*TAVrr Na Bsl u1w ar sR-.wJ aNB uu1 Rab ^T iFlmNavE PEpsru 3~ smEEr ua+i - c[wNLwlGna+s N vu~[ ~ ~ - sTCRU wAtE MAR 06 TqS / I / • SEE SHEET 2 6 MR q YIR FaAa aT $mP BAR ANa IB $E a RN RR E ( / -5V] AT 905 Ip CLN ]ERUNE NGN) J9 f1EVAng1~ Jf985 ¢ FCXM PqE L EX WrCN BA9N ~ -~ WA 1ER (MpWE) I IE TBN SPII(E IN NPY IH 90.E CF PON£R PRE aV YILL RO ~// P I ~ • ~ cg I FOR CONTINUATION aim AaMBxluamrlJG N0.PM OF wrvANCEro P __ _ __ Stw"MR .YEm+ --------xoLF GRNxuxE _ 4 / 6 / 1/ p `~ ILL PLWO SCNaJt El£V ~ J99 JJ ~ H- SEVER BOX v 9CN - IX WATER . REINICER ~A~,/ I 1 (- GIY PNCXai [I {rpE NY0.PANi IX $n WY ~ ryPE I GIOI BA9N QV IHf£i ~f~ APPROVF_D FOR CONSiAUCTION Q- EWE awARrumr - -- - - - $ANILIRY GRANrc ®rYPE 3 Dial BA9N cWNECnav Croll Mumapal Geo[echnlcal Engmeenng and Planning er On'rE --- - ---- E'aRLENAW SEWER a aFAN Wi C2. L oR¢NnlBrr REYILw wYIRR cau BEFCFE rW aG 'FxcE L J Jerome W Morrissette & Associates Inc , P S ~`q'a"`~~~~mLLYR`5`°"9a~F~,„"pGn°"N.°PR°,E`na.pF ~RLa~pRAlx/a>aNWr A~,~V~ au Ensnxc unu rim. ME aWrRacrav srau Nxnv au unutt Lounavs vmcx •/ROM ARROW Of ro cWSmucnaN Br C.NUNG ME uNBERGFWNB L0.'AIE uNE Ai I-ebG-fzf-sss5 1700 Cooper Pt Road S W #B 2 Olympia Wa 98502 7 7 70 Ph 360 352 9456 Fx 360 352 9990 EXPWES a wNmuu CF b Haws vRrc;R ro Anr cavswucnav 4 Yv v.r_ 'I. A ~ I ~ li I j 11 \V /1 \ ~// s I I \ 9'~ \ \ _ \1/~ II I I II I ~~Op 7~~1 i ~ I ~ ~ ~5vb '/M ~ I I 11 Mx~sy~q r w _ ~w J~ ~ I I I I f9 15-N I °\ ~N I I 1 4rA z«9n luu a P-uNE7l I A N\ '~ l I I MSrALL ImEr 1 w \ I pM-JS{ ]5 V 1 0~ 1E Wt ]320.5 \ I ~~---~/.,!~ ` I R pRAIN IE-!520.5 \ \ -i\B}S.T9~\ FdDPNC maN IE.J52 as \ \ \ ~AT \ 1 1 \ FoonNG ^( q']~ \ \ l \ nRAw \ 5 \ \\ wsrau 5{I i ]azr a (a-uxE) \ \ \ nw{ \ W \ \ l a E IN-J319~ \ \ ®IS {N R0.^F PPAIH IE-JSi B4 M~'~ p \ ~* \ $TA 1 8)19.\]{41 LTA FW nNC DRAIN IE-~I9. JFTH ~~ Y 'A~UME) \ \ \_ \ \ p \ NNALL IxfET \ \ w IS-G ~ ~ ~'b \ %NIEUWi515191\ 0 \ STA NSS]{ s056 Lr~ ~\~-b ~~ l \ 0.0. \(A-IIxEJ \ i \ tR'h~ MSTA(L IMfT \ li 4 \ ~ T ]b RIY-]SSH 36 \\• J I ; BIE Wr J51 sJ ~\4r gX ` ` B IE IN N- O C ~\ I\ l \ - * I 8 (~ IN () J3116J~5~'W He; \ e1 A ~~ ~ Bi ~ ~5 ~ A \ \ \ \ 1 I B ~ \ YEOIANI~ (~~ 5) 11/ 1 • ' 1aa / Q¢y \ \ ~ Ay$~A(~ \ NSTALI~Qa 'f 9I sTm MPE \\I ~j b1 \ 1~ I B5•'Sl1{ >gGgy.~~qq''66~~\~~ ` \ S. D W.p IT \ /1 ~,~e~QA~ ~ V v DDw~ ~~ Q ~ 1 ~ ~ p A p~. A -s. ~ 4 \ o- W~ \ ~ P 'l~jA ~~ 1\ ~ V A ~ \ ~' \V ri ~ I \V - ~ Be> A I • d ~V /~~~~~ ~\- aw \~ \ \\\ * \ 1 \ 4; \ rF" di..ABC ~ "1 A ~~ I AV v c e \ 'Y I \ I 1 N / \ ' \ \ `: I 1 \' ` O 1 \ /\ I 'j pM19~~ SWTA ]hT349 Sa~Yri ~~ ~/ ^ I INSTALL iYBE I ~ \ \ \/ I ~ 6Y° N 1 Poll-JS11J ~ a~~ \ \ \ \ O~~oo~ ~ \~ Q ~ 12 IE WT-53239 ~ ~ \ a R IE w (E)-J5T 89 ~ I D IE IM (w)-551 T] \ ~ 9 `~J I \ 1 \J~a ~~ I 11 \ \ \ i 'fir \ `° \ \ 1 \ \ a~ // \ h% ~ ~~ \ i j I\ ~ \ \ N~g~ I ./ ~ \ ern ~ v\ \~ ~ d vv vv ~"v ~- ~ ~JSY6A fV v ~ a"{ \ N~~ kJJ 2J rJ6 r a~I¢n A 4 V Q Ey-flxm 551 fi \ \6 \ ~\\ /`\ \ III D P F %PE Gg ~~ NSiALL CAP AT \~\ ~~ \\ \ / , \I \\ \\ IB.F~I 55 m0 MPmF NK I1~~ 5 WZ Ia IE-J{SJ \ \ ~/ ~e11 \ \ \ \ (~ \ 2~ \ ~ \ \i ^ ~- ~ \ \ ~Y \ ~ ~ ~ ~ ~~ v e is ~a~2 vI \ ~ A v W U / ' Jro 'w ~iYS a'~~s ®H v sM~eT~~ ~r5A~ / W 1 / C sTA S+IW DJ 9J 9s Fr (A-0NE) \ DW\ ~+4~'-~ SEC 25, T 17 N R 1 E SEE SHEET 2 4 FOR CONTINUATION ~ -vr If G{}~r ~ / ~ / ~~ EXISTING LEGEND PROPOSED / / I ~ . m e ~teP ~ Fv / '~"9o U .urRTARr uanMaE _ 6 ,axcnw Box - _ _ _ _ _ _ _ - RG0.~ atAw ~ FlRE nroRaxr - - 1 - xMTERUAw ~ ~ 6AJ ° - - / $ IRfiCAnM CQV IHp. w \ WAIFA W1E VALK __ _ _ _ FlRE GfPARl4ENT r ~~ ~ l I ~' / VA1K ~( - IX PDWFA ~ CWNECPW / YuER / &/ ® L S ^i iE14PNCNE PE-ISrAL M i 51REET LRiIi LpAYUNILA nCNS H VPLK /SraXl / E~ / 4 Polity vac LI \ Ex oral BASx - - - - - - - wAKR (nmvnE) _ - /_ _ _ _ / e warm YEnx ,/ / aroP., s[Am Box g \ sty Ex wArm / I^ FOa* aaAwrmf % 5//~` / \ ~ Rmucm / E ~ /air Axww \ L FlRI~raF.wr a sm]u / , / 1 a^/ h ~ - _ _ _bERl1GL DANM / / / -. _ - _ _ O TFE 1 GiCX 6.19N at IIwET / l 1 7/8I r1R/RSid1 Dyy' INIY Np B41 MM Ai 14-5p] AND NYL ROAD SE / / / / Q NRE D9ARIMgT SAx1TARY OiANtt ®ryPE T CAIOI yA51N / / I ~/ x aNiFR CF wLL FWD Ar SIP° BAR AND I6 Y Cf aNRFLINE // / / \ CwNEC]NW ~ ~ -I - rUW£NUH SEVER / / / F SF-50] AT y05 rp P]11ERLINE NCVD 29 ELEVA nCN. ].9658 / / / ~' ~ 1 CLFAN WT / 9lE T&M SPINE IN Ha4M ADE ~ POMEP PIX£ W YILL Rp 5F / / FENII / / FWNIE pl'V'V I ~ ` LCC.IED MPROXIMAIFIY 1]p NMIN L1- ENIRANf£ l0 r % (\ / \I ~~~ ~ R0.Y pFAw/CLFAN/fxlt ~ % 1 ~ l ~q~~gmu PwD swop. Euv- ]sa n SCALE 1 =20 FEET I I \ / l ° I V FLpw Ntacw / / / A I/ SsT9e ® 1 I I / 1 p ~L~, aF VAC ~ ~ l f I 0 10 20 40 I I 1 / -'( ~ `,-y` / rpe b~/ / ~' \/o~ _ Not AA'p caM wATw wPVLr I I 1 e srA IYhal sJ 11 za RT (B-Lwq) ~ARp RENRN uNES ($F£ G~ i~ ~ q ~~ YEwANIGLL PLANS) INSTALL 29 Ife SidlY L$BTAI N29 BQ I.S 61 ~T (A-LINE) I\ _ 35, ~0 SST4 -~~_ ~ // RMTALL6~ I~W~VANEp tAAlE ; , 1 6 ~ g 5- D D.N A/FI INSTALL INI£r 5, ~ IEJS I (y, / IT w-.15235 I / µ I gpE UNE 9YIE WA]519° ~O/ I _ (Y" / IT IE Wi-y53.5 ) Po i R ~ ~ v ~N5)EwANILAL RR ~DR~N CWNEC n0.4 Mft~OV"I j - ` (~ JC e // FW nNG aPaN IE.35255 I / I S ~ ; e S4N pRAIN 300 I 1 r 'yTT 5j / / I ~ F wd u ~(sEF MEwAwca. PUNS) I ~/ I ~ 3 ~ ~S INSTALL 11 IF 9 srMM PI j53 \ /~ / pl 4- pWM FT/FT pa~9h Lj f 7 6 1 I~ y 9'yh ~ _ ~~~J! ~ ] I \ P} F'gap~ R ~°" Fa l NoIE ca.NECi Fwnoanpv oxuxs ro N~ ~ / (t \ ~ 1 / M5P5 p ~.M. _ Y Stwu p9aN CatECnw srsTEU / '\ yr 156 I LLmll' (SEE MEwPNIGL PLANS) ~ ~ (SEE s1HUCNRAt NAVS rQP / I f 3 ~ w rs-n FWxpanW waNA¢ srsTEUJ / / s 11 ~'+ stA ]f5018 sa 6J LT rft~ ~ NpLO I l7 I L9 9-p ~/ f35g03 iNSiALL)INLET _ /` V/ /// ``\``~'-~ / siA 1]hyR3. Sa ]9 Rt (B-LINE) ,'• / RIY-]SJ 1. W 1'S-E / BISia1 INI£T w die srA wwn IJO ZZ Lr (A-uxEJ / / / / pu-]se zs ~ ~6 B KIN ]5290 p * INSTALL INLET ~ r / l (I/ y IE Wt-gTLt2 ti ~ W a RIY.JS]63 / I / l l l ~~~ / 3 F ~ ~ 5Y 5 9 K Wr-JSJfia Fc qD ('G L/ / / - l \ ` J \ ~ ~ B lE IN-SSl ]9 "'>T w 91L / l \ ~' Jnrv `( ep ~ / srA PJreaS{ urn Rry( -urvE) l `/ l / ~ \ 6 wsTAU JD IF a sroRM %ve 9 / / wsrau wLEr / l I / \ n i5~F1e~~ s-opo.o Tr/Fr N Rw ]Sa u„ I /~~~ \ , _/ ~. CB 15`0 r WT.J3295_ / `/yV, N / 9A OA at IWBI Li (A-pxEJ _ qjs / a l `r'l 4. r 1 ~ Q Ns _ -INSTALL INLET __________- -4/ I / / d4 / /~ INSr ]7111 \I eo rWU~trl ~9.pt RIY.]srJ N' l I / ?I /'c~~~ II > ~~ e sraRM PIPE -'ems r I B KWr-]SJ 46 _______________ ° l I I S ~~~ f~ I'~ e ~w-yzx5~` _ s] s.o M.a fr]n ~- • r __ __ ____"____ ____ h ~ / I / N / ~1~ I co+ ~ l _ ~sraL sp-IF R smell nvE -_ _ _ -- ~ „ / l _ At `velum uNlr n _ - a _ I / ~ N ~xc rsEF, ' _ --- = s_pWSa~TrFC----------------- ~°__- ~r _- Qi I / S~C / I , 7- r MEWANILAL I$-B i--~-- ~- --------------------- - -7-~_~ \~~ 4 y srAJ T9W 6Bm Lr / ______________ cB is-c ___ b't-- __~+'a-___ \ ~ I/ y ~ 8 I]J l (A-UNE) / _ -STA .H26a ~17TLi (A-LNE) - _ __ ~6c} \ \\ \ `r yS l _`I+ / F ~V C STALL INLET F G __________JNSTAll JB1U ~ _ -f` ~ \ \ N p /4 R 9fi f \\ RIM.J569{ 1 ]~~ RIY.]s&C6 __~ l I +~'I L``\ \ /,ti e ii l~~5 502 Fc ~j ~_ -e IE Wr-]S.xT._________ __ \ \ \ 1 I I I N '~~/Y +Sa 3 ~ / U I SSJ.S. - O _ h p 2 wsrau JD LF B']s~pvM VIPE a`3 --I e - ___--__ _-Fponxc oaax caN+ECnw______ - ---/- ) I I \~ `N o OQ 3~ 5- 0.W40 FT/FT % J ~ `\.r fDen pR.VN ~A~j~180 t11 112#2 RT (B-UNE) ~~ /ci II NS ~' C OQ~~ 1 ( I Sr64] ~p I'rel~t_" s.~vi'I i I 1 $ ~ \ F=~ o I I ,~ ° ~ Ie IK{WT+!5320+- I J \ Z ~ ^I. i °$ 1 I ~\ a I~'KIINL$2m ] I ~ Ste]' \ ~ \~ . / ~ 1 Y Ejh3 ~T. - ,o1nTH40ilalEl,,~2]0/ I JO ~ ~ I I ~ I ~ ro c n I I I I ~~ ~ _ I 1- ,, v w py I yge ~ - r e N I V I I I / I /' ,- v I llhl e~- s~, \i ~ FSwz / ~I ' I ~ ~3 e'er `~ 'd ? 35fi a w s- ^ I I I I I / / -~ \ i~~- N F~ (( ~i P^ qh Sia''1~~1~4 5 r9 RT ( NE) l \ ~ O o ~ . P° I IF ~ ` ~a`~~`k`'I ,_~ Nl^~s~'~- / ~ m~err'~'~~ I I I i~J ~ I _ ~ ~ a~ vv-1111U(II I ~ \\ ~o ~ ~~ I R r A I a ~~bb %~ rIE/WT-zaAS I I I I/ wW I r Y I U ~1 ~1 y I 1 ~I / ~ 9 ~ B'Iq wNSZ4s~1-1tH y I/ FcE ~ O vv ~ ~\~ ~ I I / -~ o -~~y , / ~` ~.q/ I i I i i i I I ~ ~, ~ G H - 3 (.9 w o \ ~ 1 ~ ~ ~ F , A ti 'Ix ~/~ YL I I I I I I I l1 ~ , , _ ~ -- 'ie ~ Z ~ L 1 1~ I~ ~ ~ $ N 1 1 1 I I I/I 1 ~ ~ \ II I II~\1I~~~~ Y~V ~ ~N siB/Sh]5~1 ~]9 .~Trr INE)~ ~~j• p/ ~\~ ~ ~~ ~ \ ~ I 1 1 I~ ~ TO- ~ / wSTLILL INIFT i ~~~ yY / 1 _ / _ ~ l V~ ~ 1 1 1 1 1 1 1 1 ~~"` ~ I s ~ eMIE Wn]3r~sl, I I /I I N~8 / I oo"s/ W ~ C V I I I I ~ y / I I y ~ j U ~ wK rorvNECna~ w/ p1REABEO Pwc w Doe+y S°W 1 1 ~I I I A ~/ k h / B e IE w-]s2 a 1 T 1 y l l N / I (~ 'Z,{-~ liJ 1w ro eE ME sauE n s IME pow svalT I I \ e~ M~ I I I I I 3 e° / I h ~V' () a RaoF DRaN3 ro srwn~ AORA calECnw srq I 1\ I Gb1" "l~, y/~ / s. r'NL sr I I I I I I N L ~ _ I Z Z_ vNS veer wor cpxxccr vW mpnrlc pnaxs l~l 1 1 I 1 I I ~ ~~ ~ • I vJ/~se •i ~ ~ °cbb ~~`~'s/~~1 ~I 1 1 1-, ~ 1 l- Q J VN PIPE 91ALL NAK A wM YWE 0.^ IA fRpl NECn I / 4 ~\ / ~~ I ~ ~ _ /. / _ W~ ' ME F(WTNC TO ME CATa1 BASIN \ ~ ~ 1 ~ I \555' M\$ ~ / 5~ ~ ] Z] I~ I MST •VES. I 9 'vFS VNS INSIK RJABWAY AREA LL NAK A NW 1 1 I / 0 5 J 55)3 ~ !/~/,~7 ~ yVM ~(F I ~ wSiALL TYPE 1 ~WR VANEp ~ ~ w F coKR IwD cwsmucrm ~M soup wALL uAr¢RI~I I,~sl I I I / ~+1' I \~ I i-{/ I °]ro Fr/y-~ sR~r i,~ Rw.as. fis ~ a~ ° ~ Q ]i1W nW5) \ I '~ I 1 I ~ 1 / ~~ ~ ~ 11 1\ ~ lll^^^~-~L 1 / S ~E IN((N)°!5199 O 1 1 I I / 1 ~`/~S~$. ~j~~ I ~4~ 1: k ~1~~-5s 55 Ln ~ r (nQ l is 5 r2 wsTAU ME z-.a cB w wRELnd1u \ "~~\ 1 1 1 1 1^ 1 1 _ y~I~ ~J I I ~y L \ s{B \ \ ~ANEp /1?~ ~~ I/ / I 1 \ \ ~'~ycL T.: `s ~ / I I \ ~ /\'~/ )7 /7 'sgg.i \\\ CM IE \ \ 1qC~ I 1 / >5 I~ wryiB ^`~~/ I 5\pP F O \ lSO I/NE)B 6 1516D LT \ WJ.SS-B~ \ \ ~% 3`AA Ap I I / 3nP ~ ~' s41 )Sr]Q S~ ]y R (B LWE) ~ I ~ ~ 96 91J n ~ I]Ip PFRF E ~ V~ 1 E IN ( {9 B5 V ~ 5 I / -- _ I ~A ~ NEraL IN~I ~ 55 ~~ 1 ~ • 2 1>]2 LI A-UNE) \ ~W[~] \ 1 - ~ ~ RM~1~QL\ I \ ~5L h hi INSTALL RPE 1-Ia CB BI-pIREL ° wsrau cAV r 1 ii K x (E)rvwPJ A V A •~/ V ~ ~L 1 1 1 1 I I I I L-- ~~~VAAVAA ~/ e LEI 3zv l{I a r }SR7p `E]ID a`"PERT IPE I ~ \ ~ I \ O~ • aR(BJ-Sy116.T /~ V N )f VANFD WAiE oiWAO, rd ~ 1 \ ` \ 6 K w x)"'$1 D / \ / RW-ss4TT e IE-J.rie I \ ~ I I I I I o \~ g^' w g ~V A ~ oA I I I I I I I ~ ~ ~~~ IE Yx ~Wf]61 n V ~ w J Is IE w (x)NSI2a 1NSrAU MwlroRl vpar ,v~V~ ~ A I aey AV A ~/ fj's°" V 11 I I I 1 1 1 I < ~I I I I LYa z. K Ix (E)-J{99s e T wwPROx Loc.Sn snowA g \ \ 7 'A ( pETAN SHEET 1) \ \ 3 \ / ~ I~1 1 \ `` 1 ~N ~ ~` T. IE WI($wf-]4985 ,. '~ /~;\ ~ I \\ \\ \ ~ ~~ \ ep~.9° 1 1 I 141 I 6.. _ _J_______ ,'~~N ~\ - ,./~ $rAri ~e LF 2. { ~~ I V A V A~\ L I I~ 1 ____ -- 5.e ~--- ____ / I~Wf ~ ~!~ sRrxY %P ~ pE ~~ i ill\ (i ^\ \ I \ \ \ 1 / ]N /. 1 _ _ _ _ _ _ _ S.9 _ ` ` _ - ~ I \ ~ ~ \ , ~ S-p p0]d Fi/FT _ _ _]Ny ED S~/µ+ f~s~5 \ \ P~ ~ I A _ __ __ ___ / ~ ~~~ tG?el -__ R` 1 1 Y/ 4 / ~ _ _ ~ I J5p _ ~ ~ ~ \ 5 ffi'Ba ~ ee FO TIN AIN NOTES I V~AA ~ 1 N5TALL1 aFm Rlpp A \ V 4i~3`,.L~;.Tr,1 .,_ ~ _ (T __ _________ ___ ]sr -~-__-~-- / ~ -~ ~~' _ -~5 --- CONSIFUCnON DOCUMFf1R 1 FWnrvc o ws ro cavNECr ro carve eAnNS (sEE %.5N) I \y1\~ 1~ ~ ~F %K -ap\pp Fr/Fr \ \ I ` ,(r`~',qs _ ~ _~ _ _ _ _ -wsrALLti{ Iv _ _ _ _ _ _ oe zFWnuG DB NS Ix.9DE RpApwar AREA SNAU NAK a4Yw I I/~ \ \ - 1 ~~\J~/- ~ /__ -~^ ___-_ _'__-__ --__ z{sTpRY Prof l\~~_ -_---__- \ _ -____ 9 q' 25 0.^Axp CQVS1RUClED MM SWD W.LLL MArFRIAII S \ I \ \ \ W ~ I~ t ~ _ _ ~ -~ (3F $KGhCA aV5) SEE ARwNELi PLANS FIXf ~\\ \ I \ \ \ \ 1 \\ ~ ~ 352 - 3 0.[022 FJ/FT~ / /~ ~ ' t _° _ _ _ _ PRQJECT p',{.$/ ( FUOPNL pRAW WIREIAm iS I \\` INSTALL 5 IS \ \ \ ~ - ~ -/ ~- ~ _ _ _ _ _ _ _ _ _ ` _ _ _ _ 0_ _ _ _ - JSJ _ ~y -T p SFW nNG pRAINS HALL NOT CLNNECr R1 R4UF PPAws ~/ \ INFlLiRAn DAIIFRY N0.2 \ \ I \~- \( / \ IW~ ~------- _~ _ /\A Y DRAWN f 4 Faonxc Dwurv % vlAU NAK A uw saE aF IAFRp1I E Calxficnw (sEE TMI \s6cnw \ 1J - - . _ _ ~~_ - ~_ _ _ _ - ~ _ mS~aLL rss~p. sTmY s~pooTZ n - _ - _ _ ] PgNi AT ME FW c m iNE Dial BASIN ~ I \\ \ pETAtt 91EE C ZIJ) \ \ a .h22,9] ~ ]6 Ri (P-WIE) `~,ry ~ ~ _ ~~ __ -- _ - ~ \ OAIE AUR M 2A15 5 INSiaL fW nNC PR Ns mnFE PETM1MERR C£ YIDWE SWAY ANp CYMNASIUY \~~ BpttW fF Y EI£V -S{]p1 \ \ STALL i1Q~1-41-W~ VANEp G4A TE ~j}'/ _ _ _ _ _ ~ _ ~,~ ~ _ _ _ ~ - (SEE AFCNIIECTS fpR fW PNC DRNN CETAILS) / ~ \ \ IY-]SS{I \ d6a _ _ _ _ 0-12 _ _ _ - - -]66 _ \ r}.L - 6 FWPNG pRAIN [WINE W TD CaLECnw sKTEY LIX.ATIa15 AP4 I / \ \ \ { IE IN-J 9] - STA shJ{59 A-Ux - - - SiA 64 E) ~ -' - - '~ ^I =Ja . SNBNN W ME PUNS I \ \\ ~\ \ IE Wr-~ B] E T_y Cg VµW LQA2 _ _ CByyA m_ _ AL J60 ~ / l \ ~ \ \ ~_ RIY-]SJ Ze ____________________ --___ rA ]hps4z BASEU ae o I I \ / 3a1 .J.9 ]I- 5 h 69 BASELINE 9) '3g ~ 7 APPROYED FOR CONSTRUCTION \ / z4_IC 6°T z. IE w-]4a Js - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ s, , _ _`~<s, _ _ 3 SHEEP ___ ______2. IE Wi+!4965 __ - Gvll Mumapal-Geotechmcal Engmeering and Planning \ - ~ DATE P N, ~ ~ C2.6 ^_ d7 oEwpvuwr RE\4w perm cau BmaeE raI Wa ` 8 Jerome W Mornssette & Associates Inc , P S APPROVAL ui exlws HSC~~~ TM c`~wiancro~R S~ I~ARIrrv AU~un~ L~pc.~TlowsLP ~~ OF E%P6RES ro Cwsmucnw Br r•, xc ME uNDERwWxo LLY 1E LwE ar 1-nip-{z.-ss5s ~ 170 Ccwpet P[ 8ozd S W k 8 2 Olymp,a W a 48502 l t l0 Ph 360 :52 4456 fx 366 352 9999 A Nnwuw w +e RIMYS PNICR ro Awr La+swucnw x e- 4- <aa~aoe3~s, r6°. ..w-n ~ob..~<w.~s~s..,.. .,c +avzaas~so nr.. .. \ _ _ SEE SHEET 2 6 y__~ I FOR TI /CTlO o !D I 1 8 I I I ~9` -j _ 'v9 ° ~ -+~--- ~ _~ ----~~ ~u -_-i°*TO~"~: ~ ~ 1 ~ ~ ~ CON NU r ~ ~ I I I I/e l ~ ~ . £ s. "~'ss <v ^ ' ~ ~ I y I gl r.'Y' / \ '^ ^n i h~ I I ~~~_ w ~~~~~ r ~ ~~~~~~ 4R ~ ~ I I I x `{~/ (/ ~ ~. + ~gy r ~ l ca s.~« 9e [FB c ~ ~r i m O S I ImN I 11 /~~ / ~~u',z~ r l l i ~P ~' WI°+T~ s \.~y ~ ~ ~\\ Sub ^' ~ _ I;S aI ~„ ~ ~, NN s.° srq+ TP / / ~~ *-N 1 O _s I •I all I Iii°'g~ r `~zz~~ °r ,~~ / ~ lr -', ~" ~ ~ ~~ ,_ ~ ~ 1~ I I I r r~ ~ ~ ~ l r , ~ ~~ ~_, 24'~co ~~ ,_~uv~g~B ~' ~ ~°. rl 1 ~ / I I aim;`' ~~`- `'~ / ~ I Il r ~ ,,_ a= ~~° ~ ~ ~~ ~ r ~~' ~° ~ ~m ~ N ~ i ~~ 11 ~" j I ~ws a ~' ~- ~ ~ ~ r r I r g ~Np -b 8~~ d ~, m n ; %/ R I'9 I i / ~~ ~"`9`~`zss ~~r i I a ~~° Ba $~ ti ~ ~ i i °~~ \ ~ I ~ mma'2,°" ~NN"~~~3u> '" 9. " I ` r ~ a, ~ o ~ ~ i d0 II ~\ ~ ' I I 8m`89 ~ ~4~gy~ - ~i ~„~ w~w `I h `^ ---~~' $ w ° ~ ~ I I 1~ m= g~ i~ ~ y ~ ~ ~ I Ili I I m' a~ ~ `^ I > ~a.+ ~~\~\~;-° x ~ l a I I I 1 4 I ,~ ~ a O~ -p li 3 P 9 I ~ M N ~ ( \ ~"' N ^ C'H 9 1 ~ 61 I I Yp III m + ' _ s v III ~+ I I I I ~" " ' D o ~ -' T ~" ~ y I I gy I 61 I I I $~ ~'~ ,~~ ~ ----0 I S I I ~ p it I~ II ~6 c I j I s e ~ ~' _ Z 2 III Ig i ~ ~ !~ II II I ~ --- --~~y ~ m O 1 \ I 6 6 I I I. Im ----- - , Z~ 0 1 \ I { w I , I ---- i~ c 1 I I l l i l ° ~ N \ \ I r I \ \\ I( ~ I I II 1 1 ~ t I ~ ~ II I ',q f \ \e+00 I ~ ' , 1 w` \ I ~ $F w ~ ~ ~ ~ ~ 1 I I ° ~~°~~ ~ vvv ~~' v °~~1 II 1 ~ ~~ ~ m ~ ns I ~ , I ~ I ~ ~~a~ ~ ~~~~° ~ va ~ ~ ~ I I I I ° FSta~$° ~ 1 •Y jNj~~{{_ ° N aNOO aN~`~-OT ~tlW~aO-i^i /~ 5 \'LLII 1 ~ 1 II I // ~~~~~~°~l/~O~ OS ~~a 3808~~1~8~ ~>>xtiTg VI m~F ~ I u ~~am ei>F ii~uuz~2 IF °a~o~~ a 'a ~ ~ ~P I 1 I I I , ag8'g°€'~> 4°¢*`°° oR°° ~ ~ __ F ~i ~ s \ \q ~ I I I I ~ ~~'8i Fg n 8'8 ~$$~~ $a vi 1p=~^a~z ~$~~ \ /~l \\ \ ^{\ ~ I I I II 48£^sN a~ mi n7 m__gp BiN n n 2~ ° A gi8~g ~~~~ \~Y \\'\ II I 111 ~~a~e ~=Y gg4 a~o~~~~~ ~ " ~$R=~g,-cam-~I ,~~m \ \ I\\1/ V I I I 9:m~$ nE a 4s ~v~g9f ~ $S g t ~~~ `\ ~ \+~~~~\\1\ ~ I I I II ~~;~^ ~~A S~~~g a~.a ,,--:9s $ ~~P~~ y Z gg~~ \ p~A 5~ac \oC~ \\\~\\ II III II I\ ~~ q~ ~8~ ~m~=8 $~'~~i~ ~~4~Q -I ~~ ~ R ph'~ ~ v vv v II II 1 II ~ ~ ~ ~ ~ ~ ~ ~ CJ '(~ \> \\ I ~a4 0 oa 0 ~ ~ v~ v v 111 ~ I ~$ a o ~ ,_-~ Ill ~v S~\ ~ ~~~ I I y ~ ~ '~ ~ I < \\\ ~ I I Y ~ m ~ ~ ~~ ~ \ 3 L A \ \ \ I it 1 S y ' p \ ~ ~ ~ ~ ! ~ ~n~ ~ ~ vv\vI v ~p~g 11 I I i'~ ---~ -~, \\I\iB I 1 I i '/ R R \ 68 \ \~~~ II ~1 11 I ,-- J ~j n ~ ~ YE s ^ ' t71 Aa ,I v~ 1 1 I ~ ~- ~ '- -x3a I °O silnly ~ i pl3 `\ \ 1 1 1 I I ,' 3dp15 a 4 9 ~ ~ ~ \I \\ \I \\ 1 11 11 11 ^ ~ ~ ~~ ~ ~ c i+ g 1 \ 1 \ 1 1 I _~- __ _ __ n+oo a i l i 1 1\ \ 11 I X94 I I 1 , 1 4 ~ i' ° 1 \ \ I i i II \ jp silrvl:' 09' g~ \ / Z I I G ,r 9e _ ~ ~ 1 1 1 ~ I ~ I ~ _ I v vv -~ i I 3~1s p''31e s ~ ~ 6~0~ ~ ~ -_ I ~~ ~ , ~ ~ $ ~ ~ R ~ m . . , °` ~' 7 •. O I 1 ~""~:~a3~~a8 NAP . ,i /i \ g.~ o ~ b b I\ w F~~8ai°~°A ~ `~ ~ m~ 4 y 0 ~~ 8~8~~~ ~ I i 7 ~ 1 I m ~ ~ 9 /' ', '~ / o 's ~ ~ ~ ~~ \,'~/ / / I ~ ~~ ~~~~ ~ ~ I~ ~ ~ ~ ~~ ~ ~ ~ _ D O ~ ~ m = ~ ~ ~ STORM AND GRADING N ~ ~s ew ° V & ~ s $ ~~ ~ RIDGELINE MIDDLE SCHOOL ~ ~ ~ Yelm Community Schools No 2 Thurston CounTy Yelm WA m ~ urm~rewo..mn,c ~~ w.96WIbN ERa~BC~®~ McG®~E~~ Architecture Ans lisis School Ueslpn m u>viame Im.ID5119191 ~ml®fittrmVCW a <cm J BASELINE 'A' 358 358 354 352 350 348 348 344 sTA 341HQ7 Se.T LT A-LI STA N) 6 M 1216 LT A-fIN MSTALL 8 B al A (Y.bN.65L) INSTALL B a6 ab (Nltll NIOflAHT Assmm BLY NroRnxTl ASSUUm.r wsr rn a ens _ __ -_ TNRUSr eLOOM1 Nc v~sr iaxMC elNE -_ _-- MN6E EI EV ~J6S9 _ __ -_ _ _ __ %xm1 cR _ °E'J nN1sl w of e NE. U _ _ " - ~ r ~ STn 3 ~']11a Svq LT (A TIN eD.a¢lINE I z C ' LpA. pasnxc _ e 9A4 - , i ~ INSiA RIY~J 131 } 4 iYK I SB 6J vur-JSr 1> - E) IS n a o < i 8 IE N (E)~J5269 _r,a T INSTA J az eB.Jfi µ-ur VINm 44A W IE II : n ~ ~ I I 6 IE - N tW)~J51 Z] LL gIY~SS1 (WE 3-b LB Mi / I . 2 s ' ~p~{ ~- .„~~~ /~~/ SA IE Iv JIS9] II S O ' I SrnLL BS IF $r0.4N B ~~ ) 3{ IE CC T~S116J Iz • ( 1 3 18 srCRN %PE n 5~0(y1 SiA IflzB SJS i (n-fIHE) ~ s1 N Sf3f 59 BB1 9T Rr (A-ON I W C I 3 SiA 34] 1, J.3B V I LT A-pNE 1 0.0Jb FI SiQP /Wn IFN OiD54 NG M STAll ME 2- W W/ V.W tltAlE I WI O STn DIW 59 1G] LT A-TIN J INS Taf[ B 9 °6 i EE (it) I LL Fy y~ina j8 ~ IL IN TA1L~ b BEND ( J ,x'8 ~ 6n lE VAIYESI (fLMJ) ~ I RtON DE 6 MIN $FP flnnQV I 3 IE IN~N9 J1 } 6 31-1/ i3 RENn (fWIJ % B II-1/I BEND ( piMJ) Wsla LL sANO N911Q V Ar 3 IE NT~.H9 U iNRUSi B LCq(INC __ - _ ~ _ _ M " ~~ = iXg IST RIOL%W6 I I WA vE WO59NG (lYP) - y0. WsiALL I s ) if 34 TB PE % I r I - ~ 0 STALL 69 PK'WAnFW lf 6 AIN ~ ~ ~ ~---+ _ _ _ _ I ~ YiG ~z~I 5 LL __ _ ~1 _ ~ = /F' ~ sr ~ - y ~ a E~- cam-" NF-~" , ---- -- --- _ ~i I I INSrALL 9J __ a P4C wA]W __- UAIN _-__ ~ _ _ __ _ _ _ ~-` _ ! ~ ' ~ f _ _ __ _ _ __ _ Iy g ta i 6 _ _ yp _ 16 Y0. TQPM PIPE 100 Fi/Fi E~5 - ' S>~ R/rr f s FlK ~ I J - _ __ B P 4C W~ ifR W _ - ~,.~- ~ 0. _ / ] __ - - ~ N I6 srn JI ]0] aT as R T (A-uNE) ILJI - ' - ~ sra Iro11J 13r Lr (n-u IE) MsrAU TYPE z-b cB ~-aRECn AL~ ~ `-'- O e _ -- -" I I LJ stn I«sef INSTALL TYPE VANEp GRq lE Ice Lr (c-u -BD CB W/ B ~ IE) WREC POVnL vANEO RIM~J5 13 KI Anr BB (N)~Jb &5 ---__ ___ sn -~ _ ~ _ w_no_E _ RIM~JSJ J6 24 IE IN $E7d J1& N_IE I 4 If- (E)~Jb 60 1-(NW)~J4S 18 IE I~N)~.S bll 18 IE Wi~.)16 06 IB OVERFLOW Wf~J1969 (SEE F10W C 1Rp. CATpI ASIN BETAM1 L21S) 0+20 HORIZONTAL SCALE I =20 FEET 1fOO 2+00 VERTICAL SCALE 1 =200 FEET 352 BASELINE 'A' 380 358 358 354 352 350 348 8 y 348 y3 2 } 344 3+00 4+00 5+00 - le BJ_R11 _ _ _ I- IsrWC-cE?oS- ' siA IMJS8.I . IIH Ri A (FlEID 4FRIiYf rovNECr m nsTMC a wA uux MsrAU it e TgPPINB w/ 6 vAL (sEf vErnx r us) ~ ' c as rti Ens n,c w~,ExNUN 0 $iA OFIAIfi 15.Y T A-TIN NARMAI. TYP E 93E DFPIH a MST a b 6END (iLHIJ) ANO LGCA nCN PMW ro N'E1 NNG II ~ a _3 6 3 1/3 6EN0 ( NJ) PARiSf I L srA fi.9r 2 IJJ3 Lr ( -uNE) ^"°D T ~O°'"'G e Ex wsrnu AHED G9A ( E z-b ®w E 91-aRECncw o ~ _ ¶ _ WAfrRNNN .i RIM~JSA33 ~~ ___ _ _ _ ll O 12 IE M (N )~J31 Z6 ~ ~ - ~ ~ 1E 6 PN 34 'E IN ( )~Jb 95 _ _ NSTALL ' ArERNAW p ~ 34 E Ni~ (SW)~S49 G5 _ _ • BIEM (N f 151N ID E _-' ~~' _ ~~' p F TA ]f14ZZ 2 393 Rr (A-LI IE) 8A LD ~= _ N ^ N _ _ ~ z - RrrA~rrPE3 ~ bow/ RT aRECnavAL - l G_-O i - '~ aw W ~ W O $j O A NB]v] 1 1 LT (A-TINE) VANEp GA1E _ _ iPN- YN IE ~ ~ - W S1 Q F1 GPN/WA iER CR El£Y ~Jf96.6 OSSING n ` R _ __ __ - IN~S51 ]6 3f IEyhi5W 1 _ _____ F ~ ~ ~ r Y ~ _ 2 J O PF Il M ONOE B MIN 6TALL SnND N v54NG WAlF(nI SEPARA PGV SNIQV qT NE TYPE __ ~ __ _____ __ 3 4 OUT~JSOI OJ ~ _ _ ~ ' _ _ - _ _ ~' _ I W a ~ t INSTALL .18 IF ~ / ' INSTA s~000 J9] IF 3f $ 13 R/FT RWIN %PE 0 ~~~MV S~UA~ I,F 12/1134 9 RWN %K ~ SfOSTMN ~ ' / ' / ~ -Siw-IIt2 {31-5166 Li(A- IF ' 1 NN _ - v ~ -~ ' ~ / I II '' f RIN=J6QS INSTALL ry PCIPES. CEO (FlELO YFRIrY NAILN FlNISH ryPE 3-fb CB W/3f RgMO J5fi ]I (FlfiD VERIEY sRWN ACEf 0 LIO ' ' ~ LJ @ INY£R15 P Iqt IO QPofl6A'G CD) _ _ - ri N l S DS .,)SECT -IME T 3f SIRUC (_98 fBx1~CW" - %' fe 11 -~ ET/FT ~p^pj2 $TA ISf9 23] 9b RT9 -11NE (sEE pET g 9IEET C21JJ1 L _ _ ' - _ _ _ s!A 6~]] W 3f 3 RT (A-LI ) MSi/dL 1 B n£ (R ) P MSTALL NT AND RN EEN MID BENDS AS REgHRED DI£ PIPE A9 REWtaEp NSTALL iYP£ $ YANEO GPAIE ' b N W/ & vIRECnWA G (FLaN.Q ADAPiEH REUY SEC PPY CF PIFE AS REWIRED R1N~JSJ15 6 GAlE VALVE (fL.4J) 1 34 IE IN~J19 I 5 6 33-1/ 3 BEryO (ILVYJ 24-IEq/T~,{K iNRVST 6 LDCNINC { B+OO HORIZONTAL SCALE i =20 FEET ]}OO B}OO VERTICAL SCALE 1 =2 00 FEET g Y S APPROVED FOR CONISTRUCTON ~ Gvil•Mumclpal Geo[echnlcal Engmeenngand Planning ~, DAre ° aeao]WNr BeNEW o«e1uR g Jerome W Morrissette & Associates Inc , P S APPROVAL Y 1700 Cooper Pt Road 5 W #B 2 Olympia Wa 98502 1110 Ph 360 352 9456 Fx 360 352 9990 EXPttiEB P- 3- 8+00 NOTE ME ccumncmR $XALL ruRn9sl ANO MsTAu AIR/VnC RfILi$E VALIES Ar ME NICK PpN rS IF iME DESO.En umndL AuwWNr slow w MESE PLMIS Is oeAAlm Mrs slAU BE mE sWL ENENY OF ME CMIRACICR 7U+Op it+p0 5+'00 352 380 358 358 354 362 350 348 348 344 v ~ : ~ 358 ~ `~~ IJ .d e ~ A ® ® O 355 N ~ _ 354 t 352 ~.~ y $ ~ ~ 350 ~ ~ ~ r R ~ ~ e 348 10 348 ~~ 344 Q 3 E r C O U O J L ON O UN ~ O J L Q U Q N T J LL W w d (~ Z `-' Q ~ ~ cr manta ~ ae CONSiRUC110N pOCUMFNIS PRO1Ki mISJ DRAWN DALE MAR Od ZI05 Q RENSIpI-05/Df/3005 SHEFI C2 9 OF ` I BASELINE 'B' 380 350 358 35B 354 352 350 348 345 _ ____ _ - _________ __________ ___~+snxc _____ aB_r__ _ - - ~ -~5~ sTA 9Y)502 3T I6 $iA 8yfi916 Jf pB R IN3i.W. 2 IRRIGgiNy.' ~ \ T (B-LINE) ] (C-TINE) ME1W i_ ~ ~ SrA 1faW, WSTPll Al IN ixE WA RE5Pp19B n-vAL,< NI(iIEST p 5119 Ri B- RELEA¢ SAL iFRYgIN li $N/ YJtt ip FNAIRB AIR-REtr sE-v pNi NE) Ai NRiIES] g yy BE 1XE LLW MAT ME TAP Ic-ISINSr pNT ACTLAP$ FO8 1HE -A~m FlNlyl LRAOE J rA~t.85-.G 3]ALL IWE 1 M.JSS 9. __ OBq $ELINE *+J`-RTYe-ux W/ VANm G l RA lE I ~\ `~ IR~CA~IYETER ~ _ mIII II1 q ~I W ~ _ 45iALL ]3 Lf B yC µq IERMNN __ r _ _ - rA f0+592f SiA Ba6B 50 o _ fifi Ri B- 5921 Ri L- 1 NSiALL 21J I E _ IF B P6C W4 _ _ 1 _ iERYAAV _ _ _ 6 ~ I Ip- I I IE W YJ51 IE IN.J52 ]5 RCC( BRAIN I _ _ I _ _ _ 5 ~ E'•J3293 ~ _ _ I _ iALLw=2 ~ 1 iptY PIPE _ - - ---I - I }{ _ _ ~ II I I I H I _ - - _ = ^ O t 2 2 F 4 OS BEND( RIRUST BL J) G I I LI CB6 STA INSiA 1613] 1139 TYPE I lH W Fi (B-IINE) VM'Ep GRAIE I I I _ -~~_ - ~ - - 2 ~ _ ~ y 0 ~-~-~ W FI4-J 12 IE 12 1E 0.5 IN.15353 Wi.S52.5 5 IIJJ Sq INg t IJi11.5 JW flT B-WYE RANi ,A4EM611Y¢ (Y.efIJMi) = ~ 2 O 0 sr Y~ a Q+20 HORIZONTAL SCALE I X20 FEET ~0+00 r.ERncAL scaLE 1 =2181 FEET 3eo BASELINE 'B' 358 358 354 352 350 348 348 77+UU 72+00 38P 350 CB 9 siA i5a]92 siA Ba91 T2. 4 II4l RT (B Il J2 Li (A- UNE) UNE) IRSrau TYPE I ce w/ vANEB OiA(E 358 RW.]5.11 YI$~I F ~+ARE OAA S E 12 IE IN (N) 2. IE Irv ((E)l ]5128 J.a ss 3W ___ _ i _ _ __ 2! IE WT(6 W)~.H9 B3 p _ ___ _ _ _` ~ O FlNl$N CRAOfl O eASEUxE _ ~- ~ 355 C _ < '~ ' i p~ ~yrY 2 ~ + C 9 A hw t ~ V k 2~ - B STA ISrJBS r 988 RT (B~ WYE) Wi W O ~ ~ ~ iAU~Nu pu.J5.6s 6 IE IN (W). '32 ]J ~ ~ 4 IP IE M (N) J51 B9 I -2 W 11 IE WRS ]51 ]5 ~~~ r : ~ _ _ _ _ ~ o m _ _ __ INSrau 2s 5_ G ~G22 s LF 12 $iaRJ E.,Ei PIPE ~ - -INSTAL ., ___ ____ 352 - - ~ ~ _ W - Wy ~ _ ~ _ I IN$TA(y Zy ~ B P _ =- wA=YAIN ~ _ -\ ~ ` ~~ \ ~ ~ IY STM 5. AN M %PE FT I JI SrA ISh925] 9 SBA Tav BS J INSTALL J9 RT 6-fIN 51 lT a-ONE '- ` -,~ ` Br TEE (n) -(cLw~It~BeP ' Tes 350 ` ~ \ ` ~ ~ GA iE VAL4E ( 6 Br 23-1/1 BENB fLeMJ) (FLSNJ) ~ \ IA,J,r ~ ~ IRUST 6LIXXIN6 PM W ~~ 6 rA IBwa2.-YSS -Lr-~uN 348 N$i ALL R r l-I/. BEND ( J) M sr eLaaGNc 348 14+00 HDRIZIJN ]AL SCALE 1 =20 FEET 75+PO VERnCAL SCALE 1 =100 FEET 18+00 i APPROVEp FOR CONSTRUCTION Clwl•Munlapal Geotechnlcal Engmeenng and Planning ae oaTe_ ~ oeLaauwT R6wLw ENYN1sn Jerome W Morrissette & Associates Inc , P S APPROVAL 1700 Cooper P[ Road 5 W #B 2 Olympia Wa 98502 1110 Ph 360 352 9456 Fx 360 352 9990 EXPIRES 358 355 354 352 350 348 13+00 14+00 352 380 358 35B 354 352 350 348 34B S1A $!6994 ST Y LT (A-TINE IN$TNL 6 FlRE c EPi CpINEC11 (H IS-L (sgE L1ETg4 0.) IFrq 2135 2. sb v M Ialf 5; &lW LT (A-LINE (a-VUE) µ S ia4 TIFF J-.6 I/N NSii1L INI[T 1 p w.,u2o. I r W.JSSG .JSU Gur-JSI V e IE aIr=ss. m I Ix x1=35 I6 IN fW, J9 _ 16J , fiJ AoE a - I su 2.91 Js 12 LT (A uNE) TINISH R pIY I NSiaLL J W RIER METER 4 AULT LANOSG ISL.WG ~ B (SFE OEIAIL S MEEi Gt) ~~p ~A PN NMEN I YI I rowwN xrlwaBl II I I i %wNC y ss e n s ~ 1 ~ 9I ~ L~ I II k °N ~~ I ~~ 1 iA ] 1 IQ8 RT C LI II YEGf NICAL FIXW _ L II I PYJ) ~ II HSTALL 25 !F s IYPE 19 9 fJ-16=MH ( - NE) pV N3(AFL-f~l-1/~6 I ~J !G& bbUUU 1kmE IRON w IERNNN RIY.S S6O3 I I ~ Q 4Y](Z I R i N15 INSTILL l IF 8 6 IE 6 IE 6 I IN (Wj.J5259 IN (5).J5256 i +J52 b I I y ~F ~ _ INSi ~9 jf 6 ~ ~~ _ Lit- I . ~~~'/// 3 ~ ~ J WA t0 G L RR W ~ I I I I OVCPLE I} NSiPld HMI WAIERUNM f50 LF E (E) W C ~ QYNECPAV LM / I~I I ( _ _ .STA H6 ~ J5, R98Y L ~ .B F4PB ` -19 Lnl INSTA ~ 1I~ rr12 3IR ~5. 0 9u pP[ FT/Ti (A-LLNE R ]SJ,2 LL 32 IFI B SRJRY p 5. NI>o.G FT p IMSTA 26 L~ RoaF BRU x r WATER o cw - _ B sTCRM~Pb ~ I I ~ ( CRONN CF PIPE.JSJS I FlEID 4IINY) ~ M INSMLL 65 tF~ .-1 l L¢ IS-N TAU %% WY OG XYCRPYI6 NL F1.J515 O GlY S O M.0 FI 6 IA9Y PIP ~ lu{ NSiP11 8 LF 8 SPA 2H91] 12 6M Li (A-ON E) CB IS-J ~ WWL£ WIX I WAIER11aW I(3TAl11NlET RW.J9. ]5 BI K WRJ5205 RpCF ORNN IE^ ~ J3205 STA-$~$~T~JS3J'L INSTALL INf£T RIU.JS. AS B IE WTpJ51 >. (q=[1NE SA JF2]t9 SG _NNE IN$TALL)TYBE I G fiy.J566J U Li !NSTNG uECUaNIC NNRANT 8 i6 i6 IFE ( at FfS1wNNT A4EYBLY ) FW RNL GRAW IB .J32 AS 8 IE IN.d51 M 12 IE Wi.J511T WS 6 8 t l{E (NJ) FOOF PPAIN IE.SS161 611E IN (E).J52 69 uELN auICgL RESiRp/B NS FBBnNC am IE-J516. 6 IE IN (w).ul ¢] e.s REWCER (SNAJ . ExB PFi _. SECTION B-B Ndti $G1E 1 +2B KRi $GIE .2 YSEE NEfIIANIGL PL.WS) xorE iNE CW MACiIW 4fPLL FXR49! 1dW W$[/y_ AW/VAC RE1EA¢ VALI'E$ A( ME Xlp PgNR IF ME pE51CNEp 4ER11Gl afIGNYEN( $XGNN p1 TxE¢ PIANS rs ce5arm Mrs sNAU BE >NE $CVL ENEN6E (Y ME LLW (RACifW ~ s~a~ ~ =~~~ ®o EBB ~~ t.! -. ;. ~/~ ~ N a ~ ~ ~~x ~~ ~~ Q 3 E a~ T 380 ~ O U C 358 J L O ~ 35B = ~ UZ N O 354 0 r U Q T 352 w W ~ lL 2' J 0 ~ W V 350 Z UI E J _~ ~ m ~ Y 348 a• 6 T+~ ~.I./ for CONSIRUCIION DOCUMENTS PROJKI 0315] DRAWN DATE MAR 06 2p5 Q RE•t4W-OS/Oa/1WS $HFEf } ~~ I O OF BASELINE 'C' 358 358 354 352 350 348 34B 344 C9 Ifi~ srA 1..9h INSTALL TNY nfiB a (c 3-68 W W/ LNE) B1-p44EC11WA M Jf IusrAU NIERANT W .]r Lr :6 ,s rEE (Y ASSEAI$Y -IJNE J.N.) ~% - _ _ _ _ _ _ _ __ ___ _ ___ __________ _____ __ _ _____~ __ fIl]1R1§AI} ~ Ep$i18{INE ____ _ __ ______ __ __ _ _____ _ B IE __ _ - ~ B IE VANFO G9A~ 53 ]8 [ RIRUSi OIXWG ~ ( = - I RIN+J 1s IE IN SB F )+J48.Lb NCF +JSSS ~ cj~~ " BW" NISN O i]J)E O BARII NE &-IEIN- N> ~Jb N 16 IE Wi+ I6 04fFFl.B (SEE FLOW NB.GB W (W)+J.9 B9 iRq UNi MN[£ Nm wwl JSSS ) 00., 2610 5, {I FlNISN PiABE BAYUNE 0 STA SfBS9Q ] IASTAU y B LT C-U I I NI.W BA9N GFTM A e . 91Eki C21J ) _ I I - II YN 1 sTA TuE JE 9]91 1.281 J-~ YN N (W N S RT (C-IJNE) 8 iB a6 lFE (NJ N RANT SSEY6 RI15i BLOLNINB LYJ+iL) LY ~ I V I _ ~ , 2 ~ 6 /~A 99 82211 i(C-0NE) B IE BIE ( +J5258 WT(E)~JSIb II 0 U $i0. (C- 14 ]6 JI, IJT NE) S INSi TYPE $-.B W/ VINFD L RATE ¢ iA IfB C-IJNE OB, IJ 84 LT NST INRI ALL 8 45 BOI /St BL (NE ~' RIM ] (MJ 18 E ..1 IN+].BSI ~ ~ p5T LL 5+¢W 11. IF B PN.' b FT ~ 1 } j - - r _ ~ I ] 4 - _ _ 8545LLBf NU YJ ( ) - I 18 E B-flO 8 WT-]484J d~ORAIN-If+d} RNC pPA1N IE~ 9bd T495J ~ _ _ _ I _ _ ~ - t - -~ ~ T _ _ ~ ~ ~- ~~ - _ ~ __ r _ _ ~ _ == =-14Y5L & Lfd'INC INSTAIy _ 9 PK' W ~ 9. IF A~AIN + ~~l B~~I ~ ~ INI g' ~TALL 1N11( I P1S WAIFRYNY T _ r ~ ~ r _ _ _ ~ _ _ r ~ IN$tALL .1 ~ 13 $RWM P E < _ 0 ~ '1 - ~ _ _ _ _ NIBTNL 115 0 S+O _ T IB $TCRN W11 Fi/TT E 4VSTA11 I1B N ~ 0.W 'F'TCRiI Po _ W J -~ - INSTALL IH s+ 0.W IB SIR9YW ]1 FI/FT ~ ~ 4Q STA SfIN}.PE ZIP RT INSTALL W C-LW eIR BI E) BiB6 A INSTALL M FP tlfA _ G ptALE ~ ~ 3 - / pV - ECT VAN JSSB9 Rd _ _ E?'I$T - g , N yJJNE 14 5 Y STA Sf 3s 6. 1. R (C-UNEJ =IM ~499~ I 0 B siA 9R 15686 V I WY/WAiIN CR HT C- ( LWE) G LT (A-UNEJ NSTALL ~ V iWf-1=16 RAT lY/B1=BPLECII _ 12 IE IN~ J.984 -11 IEWTI PN FL i PflO INS Eil:V +]$09J NCE 6 MIN TALL SANB W ARARM ION AT LI ANE- g RIM+14A 11 IE II{ IB IE E .1 ~N928 i+J4B. ]8 11 IEW B RBCF +J.85. NN IE+JSG fi. 6 fW NG WAIERI/ M1P 8 dLAIN IE+3.9 I B HORIZONTAL SCALE i X20 FEET vER^CAL SCALE i +200 FEET 380 35 358 354 35 35 348 34B 344 u.vv 9*VV O+VV 380 358 35B 354 352 350 348 348 344 srA 9 -S n 1xid6 r (c-uNE) mSiNL 6 CLEAN WI C ~ FL+JSI M 5 A iIPE fii]S Lb, 9361 S-b uAIHI RT (C-IJNEf A BiBi 9962 Ri (C TINE) Q'YN A STA BiB I fiB. 5893 Ri (C-UNE RIM+ A%IS INSTALL B C IEiN Wi ryp[ J_A e YN ST 9f9B 69 ] ]Y LI L-UNE --~~_ ___ B-IE{ 6 IE 6 K IN (Wf ui 5 IN ($)+J5152 MI-(E)=J519Z' ___ F+ ~S ' I Ml IN TA1 $TALL 8 11-1 RVSi BLWpNG _LT L-U BEN9 (MJf -STA-H STA 6f6 } }2-9869 AS 11093 R (B-fIT1E) (C-UNE) RIY+JS] 1 IE~]59 IE WT+••• ~ S 666~~'S1 IRS N M ALL 6 6 e6 1EE (Y.BY.bf1) FANY R55EYAY Si BLWNINC ______ - - 6 IE Wi (N)+S514 f P I INSTAL. 6I FL 15 $ CLEAN Wi i y ~ __ ~' -- }J FlNISN CRAC E O BASELINE FlNISN fF O BA SEUN ~_ - - - E -_~ _ I _ __ --- II{SIALL ]0 LF PlL _--- _ _ __ _ _ W 1-A TASwO9 6i ]35 I ry 2 6 gLL b fF PVC WATERYAIN ___ ' mJC cRa ____ _ i SiA B INSTN E+JSJ 6E a BA ______ 5€LLHE f438. 5995 Y. 6 CLEANW fiI s-a91z9 Fr _ _____ _ Fi (C-TINE) - - - - _ - u uysrA s P 50. 1 8 FT ~1 1 . (c-LINE) wsMLL IN{£ RIY+]3S9 6 IE Wi+S J ] _ ( ) R I ~ ~ 6~ IA INSiA1L f 114A J0. J6 8 TEE ( ~ ~ T C- UNE ~ ~ ] (NFI~j I W/ MEGir1NIC AL FUNS) ~ IN$ B Ri N }ALL d13 If k IEILYAIN $ItA STA (8916 JI LM 1 IRRIFATF T (L-UNE) MERR - I-O I 7 2 ~L.L( 8 .S1 THRUS ~~LYE (f Y BENp (iLMJ) T BLP:NING !1 ) B iL .A8~T9 J6.6 CLEANWi J5219 J RI_(L+UNEI - NSTALL ] f+0 W]Id 81f 6 PS-C ~ p ~_ _ _ _ ^F ~ INS TALL iW IF ~T I I ~I~ ~ Ix~ ~ iALL 1Bd IF Bl = PN.' w~pl _ N-- _ FL+]Sy2 _ _ \ _ { } - N9 _ ~ B TALL ]5 LF lL WA IERIIA111 ~ r - L - 0 _ U 81 PYL WAIERNIJ N ~ I _ _ _ _I I _ _ ~ = - ~ ~ • INST - d I]S Si~PI~ -{ I B 5id1N PIPC 2 -~ 0 v:- I INSiA PIPE FI/FT NSTALL IJ11F B P1C C~~ S ~ 1 a 4 INSTALL 1J IF $+9 W]Id 8 P 5+ 0 l~ B OT T 5+ ~H; BW 1 FT/F! siA 9 INSTAL 191 ]A Ifi RT L TYPE 1 W W (C-UNEJ VANED IRATE u 9TA INStI 9.591. ) ]I LL 6 5 BENB LT (C-UNE (NdJ) O < INSTALL 8] lF T Id STORM PI pE _ W 2 2 }T W /F~ RIM+ 11 IE 8] WT+J51 ]D B 11 MF -I/. BENB (f Si BLIXXIxC ~WJ) 5+ B'Wd Fi]ri I STA •IB SB ]1 Lt (C UNE) 6 IE +J5289 SiA 5921 .68 T B-UNE i9PET'~N - - REC}IPYA _ WAYIJE tA_ f6A5QSB.21_ !_CµIN _ ® J $TA fif86 ~5 B81Y RI C-UNE) VgNEO RIM WAlE $910 815tH B 451 8END (MJ) INSTALL 1Y PE 3-b CB 1-dREC RCNA +} 11 IN IN+J51 J1 1NRU9 1 @WJ:INC LL VANED 4PN 2 12 1B WI+J51 d$ 1 fiu+]5189 8 TNL 81}AW IE .151 J1 11 IE Irv-] 5191 - -IYIE WT L J4991 $IEPT fi FW PN9 DRAIN IE+1516 1 SEE LS I 8 .r 8+0~ HORIZONTAL SCALE 1 =20 FEET 7+00 VERiiCAL SCALE I =200 FEET APPROVED FOR CONSTRUCTION Clwl•Mumapal•Geotechmcal Engmeenng and Planning ~, oAT>= OEMl-PYFNL PE11ElY ENf9MLi Jerome W Morrissette & Associates Inc , P S APPROVAL 1700 Cooper Pt Road 5 W #8 2 Olympia Wa 98502 1110 Ph 360 352 9456 Fx 360 352 9990 EXPPiEB 8+00 rros THE coNIRACTda $NALL EDRwsI ANB IrysrAL. 4R/VAL RFIEASE VA1lE$ qi iNE MIW PpN15 IF ME HESGNEp LRRRGL .W6NMENI SNONN W RIESE PLAN$ IS HENA TED MIS 91ALL BE 111E sd9. EvPV+sE cr RIE cavmACrdR 8•0~ 10+00 ~+VV ~ ° ~ ' ~ 358 a ~ E ~ a l~ o ® ® e 358 ® c 354 ~ r ~ 3S2 ® ~ 350 € ~ ~ ~ d } S 3 ~ t 348 ~ R ~ 1L 1- /~ 348 ~~ 344 Q 3 w [. Q (• J t O ~ O ~ _ ~ U? O Ill p J ~ N ~_ _T J ~ ~ C~ LL W C ~ ~ O 'W Z V L' J Q ~ U tY r c iAe ~d >®/ CONSiRVCIION OOCUMBJIS PROJECT 0315] DRAWN DALE MAR O6 1005 Q RENSIW-OS/O./1W3 SHEET C2.1 1 OF /J s ~~~~~~~ ~~QQ~~~ FRAME ANO VANED ORATE SHOMN (SEE PUN FOR GRATE TO BE INSTALLED) RECTANGUUR aDN51MENT SEC11IXl NOTES I AS AN ACCEPTABLE µrypNA iE ID REHIR MRE NE41 XANNC A MINAIV4 ARFq p- D.12 SWARE INdE$ PER iTAT MAY BE V52 INRE NESH SXALL NOi BE PUPD IN KNLYXWIX 2 IHE KN4~(Wi pAME1ER SHALL NOT BE IRGiER 1HAN 19 NNIXXWIS 9IALL XA 4E A W.W. MICKNE55 Cf 1-1/1 NW ro 2 uax 1 FRANE AND O1A)E NAY BE INSTALIEn MM FUNQ WNN CR GSi INTD AWI$iNpli YCPW s ME PREGSI DASE YCPW MAY NA LE a pWNBED Fl.OCn AND INE WALLS WY DE 40 ED AI a FAZE CFI 1f pP SREPEF 5 O'ENING 91ALL BE uEASUpED Ai INE 2V (f INE PREGSI GSE srcnW 1 L_ O ~ w• PLAN VIEW B - B GTd BASIN iRgYE AND GFAiE dt MAHNIXE RINC AND CD4£R FECTANCLIAR Qp LIRWUR an.VSn¢Rr sECnW ~ ~ FL Ai S1AB TOE LATW BASIN DIAEl6fW TABLE DIA WµL TXICKK55 BASE MIIXlE55 IMXItlW KIAJIWT SIZE MINIMMI DISTAVS BEIMEEN BASE REIKLRCIfC STEEL IN2 /Fi IN EAd OIRFCTIM KN.kY(W i5 IMECAµ RASE SEPMAIE BASE 6 R 41 9e a I of 12 D 29 D J9 ~ a~€~ ~ =a~~ L.6d o'~ lJ s~~ ~ ~~~~« E i e @@ f~ ~Ra 3~ < WT N PWD~Jf969 Di MT III EdNICS~JNBM 2f PREGST BASE p, pl ~IT~IT~I( ~ 20 25-I/4 ]0 'LLLLLL ~~111111111LLLLLQ~~L~I~L~I~L ~~ v vL~u' n-e n-za n-m arvu R-a/ 1f EXPAN9W JpNT (iYP BOM 90E5) /f//~}JJ ~ % / ~ // ~ j / / / ~ 20 35- I/f JO VnmcM1ni STANDARD DETAIL STORMWATER TREATMENT SVSTEM ~°v~,~~^,m'E0'° VORTECHS•MODEL 7000 +.. rtrrtw vaa .aN,..,.N, Nrv YoNMnw «m A N NNE Ta ~~,.~LPN a»NN~ L - _ _ 6-I/2 (- 29-1/4 '1 24 MIN OIN 9DE I ftEVDVaBIE 1EE IB (SM1i iRIPf 01 W WILET LWtltEIE WT1ER FRAME (SEE NSDOT $TANBARp PUN 8-20. B-]E AHO B-3e) _ N 9CE WLY -a fiYF SECnW ' ~ ' SEE W3VT STANDAflO -q L/ \\ ~~ PUN B-1 12 RISER sccnW SEE WIDOT STANDARD ~~ e MMTAR FlLLET -~ FENOVPRI£ IEE (4LT TRAP) 6 s ~ N I I J -. 04 WRET ~ SIDE QVLY IY MIN SEPAPATE CAST 26 A 11 IN RATE BM1E NOlE rvurv N-1 ~~ FORApE ZWE BFOpNC 1 G1Cx Bavx S4.V1 RE cIXJSiRVC)FD m ;. accDRDANCE MrH vEOncangvs Ix Wsvor sra4DARD PUx a-I SILT TRAP TEE AND DEPRESSION DETAIL FOR CATCH BASIN TYPE 1 CONCRETE PAD siFPS CR LIODER ~ W % WIES NRTM (i1P) I fA STEPS A4E REWIRED XNEN NEldi IS f CR LE55 2 FRAME ero CRATE wv BE IFSrALLED wI IN FLANDE Bpr+ n~~'`I^¢c M GSi INTD KUVSTIENI SECTION n~C- ] NNy,'NW iS $Xlll NA YEA 11µL iNICKKSS ff 2 NINIAUV L TD 2 f/2 NACINN -~ REIN"tltLlly STEEL 13 NEGST BR`S wIM INIEpiH. RISEF 0 pwC 1 r2 ~ 1 ¢pARA lE PREGSI RAy CATCH BASIN TYPE 2 HTS APPROVED FOR CONSTRUCTION Gvd Munlapal Geotechnlcal Engmeermg and Planning ~, DnTe CREILPYEXT RE~F4 L4PNLp1 Jerome W Morrlssette & Associates Inc P S APPROVAL r a 1700 Cooper Pt Road S W #R Z Olympia Wa 98502 1110 Ph 360 352 9456 Fx 360 352 9990 E%PGRES PLAN le sroRu 2W srtR4 PLAN NT$ SECTION NTS d FLOW CONTROL CATCH BASIN DETAIL AVTE$ I GTGI BAS IIS IO FE LYfS1R1lLTE0 IN ACCCxpAfR 111 iM ASTY C a]6 (MSNTB M 199) & ASTN C B90 LLV.E55 OiXERN1Y S4pNi W RN6 lR MiEO IN ilE $iNOAPO SPELIFIGiIpb 3 XA.-INY B$ IN FI$ER Ot IOJUSTIENI $ECTIQJ SN4.L HALE J YINIMAI p. EPRMILF STEPS IN UTd BASIrv SNKL NA 9£ 6 MINIYAI O. EPRAVpI W STEPS IRE REWIRED AEN R IS A CR LE55 J uL RE IIrLRCED Gsr 1N RacE cWwETE SYNC az agss a NL pRE GST CONCRETE $NKL L6iAlN AOW p51 AT $6 BAYS A PRE CAST BASES SHALL BE FLWNISNED WI iN WTWiS CR RA9CNWi5 KACOYW I$ $XpLL NA YEA WµL iXIGIKSS (Y } YINIM.W 5 NMGI(WT OR WTGVT Np.E SIZE IS EgIN TO PIPE WTER OIALETER PL U$ GTd BASIN WµL iHlp(KSS .WXIY/Y NCLE SIZE I$ 80 FDi ]$ GTOI BASIN BA FCR 96 Gid Ba51N MINIYW BI$TANCE AMEN MLLES IS 12 8 FFAI.E MB 6RA TE (N RINC AM WYER $H.M.L BE IN ACCtliBONCE MI (X ST.VOARD SKCIFIGTIOS aIU AfEi THE STRENGTH REWIREIENTS CF fEDERµ SPECIFICATIW RFf-011E WTIIL SWfACFS SNP1L BE FINISHED i0 ASSURE Wl4MCKIW FIT ] µl BASE FEIfFWCINC STEEL $NN.L HA YE A NINIIIW YIELD STRENGTH a' 6G BOB P51 MO BE RALEB IN TIE I.PPER Xµf Cf THE BASE WITH I MINIMN QEMMCE B i1E FBTTbI Ci THE PRE CASs Gid flA51N WY 6F RGMEB 9 FfR BETAIL$ SNMINL FFaIE pM RRATE FIAG MD WYFR SEE $Ta/UARB RpN IETµ ERNE P!D 4PA IE FOP GTd BASIN MD II1ET 10 FOR RETAILS SIpWIW' LaOpER STEPS HMIXla 1L .VO iW SLAB SEE $TMOARB PLAN NISf£LLMEO/5 Gip BASIN RETAILS SME PLIIp I I FRAME PM LFATE WY BE IIS iµ LEO WIM FL Mf£ OOYN OL GSi INTB 12 WIENT GTOI BASIN (PENIIG TO PRWIpE 21 NIN IXEAP MG .~~ FRdI ap.IACENT BBJELi$ W{IEN A LMGER I$ TO BE IRS iµLEO Rry1dFREEroD QV RVE 2 t 7/, N~5 EAd wAY nK NEAP BORCM AM SidfN - 6 RIP RAP $iCFM PIPE / $Ti ¢DranIEJ SECTION A'A DETAIL RIP RAP PROTECTED OUTLET • SWD WNy pM avm LWPLEA ~roP 0- DALIfRY P\ q `-IrIFIL mAnW CAUERr ~N PK' PERF PIPE BAHOS TiiMl C£ GALLERY DETAIL MONITORING PORT W O Z z J H '~ V Q _Z Q (Y h Q c O U C O J L O ~ ON = o UZ N O J L N C~ F L LLI Z E J ~ W }V 9~ G tAO Cq PV C elwiws oe CONSIRlIC11ON OOCUMENR PRO1K1 pt157 DRAWN DATE MAR 06 Il105 Q RENVDN-as/w/2DOs $HE{T C2.13 oP 03757-detaJls INFILTRATION GALLERY TYPICAL SECTION DETAIL x r5 SECTION A - A '°zs: ~ ~ i..~ pRRCKr eASE srnlLx. CONCRETE INLET TiPE 8-26 MIS s 0 ~{ 8 s i 7 e- a- 1S 3 S S ECG µW"p PNbI Pµkl IYA'T.Y PN91 ~® ~T 4CRQ YlJbt EYPµ51M CQIT gµlpl SRSP (/S RED) 1S CUI31 6 WTIER 9oEwAUL PWIIFR sTT~ 5_YN (A$ REa) 21 Ibl/Y i1P • YIN xoTCs I paAM9ox .lOxr YAmuL m a aF wa TNR YfApf- ATM nuR Du T11ODF55 a mKEe¢ z mwl AIO 91B o.UOE TsvECIK~L RSIaSO etas P°"0p WxrAtlT. CITY OF YELM a swPE YNOS 9YU IL trttr MOE ar aIH DEEP ru DEPT OF PUBLIC WORKS 4fNNK5 OMR S x IY1M A I11Ni11ONK SWE """"'""~`""°`N°1C41'°'°""" CEMENT CONCRETE •ETmMm6x .Iwts 9wLaemMLm"°'®"° SIDEWALK wTIFA Altt W mEFN1I AT Pe /M Pr AT NL ISMB IENW6. D9N19W YNIS 9Wl 9E Rl® M SRYNI( Ai S.VE LOGIIM$ AT 1NDff M tlll® MY APRIO`hD OwC NO YTlxx NEN 9DENMx Is wuw~r ro axm Nu 1 yTIFR, IME55 OIIFAYY LYFL'If- BI flldiDi. PUPLIC NCRKS DIRECTpi OA1E 4- I wN rx A c s-c s-c s-c tOJS/9a sAW wT EA5nN0 vAwlENr EYUL9FlEp ASPIN.i wME IRMMW a2S M55 % ACP CSYI TACIt SHALL BE APRHII (WIIPACIED pFPM) ql E%ISNIC N m0E5 6 FPStING PAtEMOIT %YS p M `M1101EMA IS P2AlER ALL .%ANTS 9iNL BE 4NID MRllm M YAMkIW p IY lil5 USDW PANNC ASRIKT µ4WOW aer rw~ a•= WYPACTm ro Su FxsTRLc of YAYwu pEN9rr ptY a+u9au FLEYeLL PFR 2-OJ.](t4A1 TfP CwR3 PAYDIE]IT fA~KS L~PfNLL i Ttl+ 2-O1J(tIk YETiOp B YINONM al3 CEYFNT GQII PWT TTT---iRµSNFSE LONSIRUL"R1 iYli qi NAitll EISSiPM PWS a0x' 1 SEE STNOµp PI.W M1 'µlCl£~Eli IS fAEAIER + SAW wT E135TMp PAYfl1FHT aer raANa BAa a aYPAeTCV Tp c3x Eustwp Ci 4AWYVY CEM9TY O.tY OIU91E0 MUO PER. 2-CSx,Ak ~ PANLFl1T TIaNw eApKFK1 cwPACTtn PFA t rrP 2w.J(uk YEnIDO e CITY OF YELM DEPT OF PUBLIC WORKS TRENCH-PAVEMENT „",@ RESTORATION DETAIL I µy YAIFAINS NVWIµSMP .WO 7X51717- MPROREO pW0 XO ATgI $HHL BE IN W16auµCE YlH n1E 5iµp/pp IDECTGnMS FOR ROAD 9/mC= pV&lC MMtKS pIflEC1Gfl pAiE 4-~ D M0 YIRIKIDK CONBIRIICTp AS NIFNCfD NY MS DWN p1p VALE an pF TFUI srANDNms ,S s-c 5-c s-c 1073/94 DUMP NO WASTE~~ PROTECT YOUR ~~~ GROUND WATER Q~~~~~ DUMP NO WASTE F PROTECT YOUR GROUND WATER CATCH BASIN ANTI-DUMP MESSAGE DETAIL NOTES t CENTER STENCIL 3 FROM ROADSIDE EDGE OF CATCH BASIN 2 STENCIL LETTERING MUST BE 2" IN HEIGHT AND INSTAlLEO AS SHOWN ABOVE 3 STENCIL LETTERING MUST BE WHITE ft ~ A ~e"a Ia `y~ y 25 FEET FOR ORIKWAYS z ~/ ,9~ JN^ /~ Au.. `[' /ya_ IN WI-VE-SACS ~6NN rgE 0~ ~~pl nW '" bP~~ TYPE i +n~s~'s~~ ~~~ 6 ~ \'~ 4-CEMENT CdCFE1E WR6 tr W iiFR Y/ qp {YP[ ES CW6 12 VAfiES I/T RAO (IWJ f/2 fIP ~ MARN EMSIINC WADL Ip10 eT 6 IFI~~~ 'Ib,.~` 'WDn. scnov a-A TYPE II I 2 1 A Ai f.'PtW1 ~~N pt ~~# INW oTr DF rOM I r DFPaflIYENi OF PU&1C KAKS I CEMENT CONCRETE P-J) Ll I J ~ I $EE RAMP DETAIL SEE RAMP CEi (~) (IYD) C~ O BIDEWAUC RAMP IWE iB SIDEWALK RAMP TlPE IC SIDEWALK RAMP TYPE 10 ~ ~ Pux htl1E5 1 AwM p'v[n9 bvnage aW[twea. MMtm Ev u w vNS aE Xu Im n M1mt oI rmyr vc[eu wws t NW 6 MIN p Uets<edN +vmm9 PvttwnD mvy 6e weulaO 4Y ^+Y maNVtl Mvf +il 2 aN ew a frunvvlW Ewve CMnvTa mE yvtmg Mpen. }(pCF S Furo m0 Ntfw fAVm Me Cm6u'I %mre !w N wN OMSVi 1x ~ I ~.POADWAV yeuFyE See Sb Mm F-I b [uN Jelafia ~_ r f )~' 1 Ilse Pla+ mea /u 9pEWALY FANP IYKS I6 IC tr ID wa poeNeJ /~-+ y`~ W L (me eotli om ps See a RAMP DETAIL m Nb eliwt Sn MEIeMII J `DEPRESSED StE Flan F-] Ia' Mwda A/'t Plwsnnt mJ Ee1vRa DETECrABIE wARxwc PATTERN (yL CETAIL) wRd G W I1FF S Ramp yryn eliW nvl 4a steps Nm ITN IV SECOLb G (s[E NDIE Jl I' '~T IEC TABLE WARNWL PAIIEFN MEq K "w SHPLL aE FELLOW IN CdIPL)IM/L Lceosswux TM sro sPEC B-IAN]/ u //11 ~AD~vnr (SEE sro PLAM N-x)RAMP ~'' /u'~-= ~~ RAMP DETAIL cENENi Cd1GREro~ T\' ~TT6iB IL i~ ~iT( I (ol 90CWaIR `6MLNT CIX~LREIE AI B SECnd G WRe a WTIW 1 ~ ~ ~ (SSEE NDIE J) I 2 ~~- ~1 aaR `~ C y/1[ IJ%R ~II- o .a I.ne T~ ~ -~_ ~_ zx .~ _zl~~~wwY _ ~ I-" L CEy[NT CpIfRETEJ ~ mpeal[p we[z' (g p![ 2) SIDEWALK ~CENENT CYWCRETE DETEC~N ~µNC YCPCN G (Iff NDIE ])L" W&DOT STANDARD PIAN FOa TYPE~WIA, ~ ~MD D 15paEiFIC NEN APPROVED FOfl CANSTAUCTION BY DATE Crvd Mumapal Geotechnlcal Engmeering and Planning Jerome W Morrlssette & Associates Inc , P S 1700 Cooper PI Road 5 W !FB 2 Olympia Wa 98502 11 7 D Ph 360 352 9456 Fs 360 352 9990 DenmNp+r mNex RgpV$ PpNI Cf 90EWMX RAMP ~ r" r /' = µ0 CURR RENFN I g _ D , W~£)R SiPW YIN S/ ~0 NA 5¢ CCW IRAGT Epp G ~ l CURB RENRN RAWV$ ~) h ..fr~~G u ~.e u O (Sff sin PL NN-x) Dc*ECTABLE waRRlxc PATTERN ($2 pEruL) SIDEWAtX RAMP TYPE 3C PuN 5 - O 4W fi - D NW BVFFIII SITP Lf J ItObIGr ~; 7 - .~ /y.~~~,~ , ~ LYMENif ON W E N (YjIFNT Ca4(.RElE WRa k W r1ER .O SECTON G O CSEE XD1E J) 5 - O 4W fi - D MW fFNENT LWtlI FAMP 9DEWAtX ,v Tx .I -~ - - - D ~~w r _~ -I--- - _, CEMfNT CWflIEIE ~ ~CEPRESSED PEOESTFIAN WRB WRB R WT1EA (sE sro Pux F-1) (yg A,ph. ~ SEC IIQV ~ CEIECiABLE wARWNG PATTERN (SEE DETAIL) W9D0T 3TANDAFD RAN FOp TYPE9 7A7h 3d ~ 3D r +V ) P6E5 5 - 0 RAMP (SFF ST0.WPLAN ~~ DAFlO6 6 iW) J~~I -~~~ SECTION 14 I ~ a~a~E n~ +~ ~ ?:a ® ~ p~ S ~ s"aq~ ~ £ 3 ~ c ~>za~~ ~Q I~ W z z a Q ,Q V Z Q d Z Q W N 3 C N T C: U C O J L ON Oo UZ O J L U O N 7.6.1 Z C "-I O 'W^ U V } A RAUP 7'{I LyI~ I B± Al I~ r D B e°m:~`e . '"s~ ~~ ~ PLAN '°Q?~T~~ p 41N AL "ww i~ A 5/B2u}/B ~OS B 5/B n I(I EXPIRF3 02 D] OB C T/Te I J/A CONSiRUCIION DOCUMFNR p v/e T/m ~~ ~ PROTECT p315) DRAWN I ~ -~ DAIB Mao 06 1W5 ElcvAnw TRUNCATED DOMES (SEE NOTE 2) DETECTABLE WARNING PATTERN DETAIL SNEn C2.14 GF 03757-detalfs SIDEWALX RAMP )YPE 3D PLAN SIDEWALK RAMP TYPE 1A PfAN CEMENT CONCRETE DRIVEWAY DETAfL~ NO SCaF •I o~ h ~P P~ II 38 zl ~ q~Q 11 i~ 1 , LI ~ 33 1 ~ 19 2 25 \ J O ~- - - ' - ,Isi ..~ o . 9 ~ ~g P~° ~ 5 ~~ i~ J sl d . WF yiN S`4• \ le ~ ylo 54P I6 ` ~ A ~ /~ . (1 ~ a FlRcvr _ _ _ -_ 3D w 6 6 FlRE !M'E fi Ip 1 4'OLWESRL WPFLY~ IS G Q lu B _ I ~^/I L /~ 1. 6 0 J ~ I 6 . 8 WA i[RNAIH NO TE$ 1 YEafINILAL RES1RNrvI5 TD BE NEG LW IIW SPIES FOF DUCRt£ IRIXI %PE W MPROYID EWAL 3 Ti 91ALL 9E ME CWiRACiCAS RE3PCN9&NiY N FlEID VERIFY CWNELRW LCCAnWS ANO LYAVSMUCTA81Jry PRICK i0 INSTALLARW ENLARGED VIEW OF PROPOSED WATER N TS O INSTALL 4 WCTLE IRa! WAIERNAw (PEaPE) LENGTH AS REWIRp O2 INSTALL 8 OUCnLE TRW WAIERYNN IENCM AS REWIREB IQOJ SiA 2+9159 3&b Li (A-UNE) INSTALL J WA lER NEiFR @ vAVLT (SF£ BETAIL 9IEE( <S.) O INSTALL 8x8 x8 1EE (MJ iL41) MEMANIGL RESRAINT HIDRANT ASS!]IRLY OS INSTALL fi 98 BENB (MJ) NEfJIANICAL FESIRAIN IS © INSTALL 4 9p pENO (MJ) MEpANIGI RESIRAMiS IQO STA 3+BB M. J991 lT (A-UNE) (¢T'iER LY SIRUCNRE) flpUR-D PRESSLRE BALRFLOW PREYQInW OENCE W/FN¢OWRE (522 BETAR SHEET W.J) O8 J ABS VAVti CRNN WPE@ORANI WLLERY (SEE J WAIFR MEiFIt VAULT DETALL .41EET C S.) O9 IXANNELT TO BVILaNG %UM81NC INSTALL FlTnNCS @ ADAPIEFS AS REGD MELIIANICAL FESTRAINIS (HEED IanIFY ExACT LWAnW WM MECNANILN. PLW$) CRONN OR PIPE E1~J3]W Q 10 INSTALL 6 98 8p0 (YJ) MECHANICAL RESiAWiS 1Q II INSTALL B x8 x. iEF (MJ) MECHANIGL RESiRNN R' Bxb REWLFR (9IALL END PEx URC£ p8 MJ) 12 TIRELNE i0 GYMNASIUM (SF£ NECNANICN PV.NS) IJ wsTAU e LL e GucnLE IRDN wATERNNv QO wsau a LL e GucnlE P$W wAipwAIN IQ IDS INSTALL 1i IF 6 WLn1£ IRai WAIfRYAw INSTALL 26 IF6 WCn1E TRW WA RFYAIH Q i) STA 2+9G 84 92 JB Li (A-UNE) INSTALL POST INpIGTPi VA14E MM TAMPER SMIW (4E $PEpFlGRWS) 18 SiA 2+8998 3]]T LT (A-UNE) IxSrnu 6 FlRE MPr CWHECnW (SEE DETAIL pEET G.) 19 wAIFR/24NITARY SEMEN G4059N6 pGSE WAIEP ANO SMER w LWCRETE (SLY OEIAN pFEi W.) ~` ~ / / / ~j'~ ~ wsrqu IJ 6 e - ~~ ~ PK WAIERMPw ~ / ~j ~ i SiA 6+224ft JD ]B LT L-LINE - / ~ ~ ~ INSTALL R FL) ~ ~ / e G1E VALVE JI i/ 815 BE1JD ( ) /ji, ~ ~ MRUST BLCIXWC ~ / 4 ~P INSiNL U if 6 PK IERMAIN~ / / ~/~G~ ~ / SiA 94 ] ]0 Li C-VNE ~ j / INSnw B B 6 a.NM.NIy / /~ ~~ N1pPMIT A BLY / / iHWn PL INL /~ / /~i1 /~~ \ M /ppQ/ / ~ . J`~C /~ \\/ C / ~~Pi~ / ~// / ~ INSTALL JI B PK WAIERNNN / STA 2Y]fi S4 1 4 LT C-TINE \ wSTALL 0 AS BEND (NJ) MRII$i BLCIXINC b Y srA r+ezG ue. Lr C-LwE INSTALL 9 .5 BEND (NJ) ~ MRUST fiLIXNING STA I+WW sTA 1+WW \` AYDO HIDR ASSEMBLY` ~ \ ~ \ w MRUST OLInNL ~ f ~~ ~~~' a- \ 1 ~ / w~0 \ ij ,DI MHW j ~ ~ ~~` i10~\ o"LVE E x ~' ~ ~ 1 `'~ ~ A '~ _ _ '~ ; / \`~~ -Y ~I 3 ~ ti I- ~ ~~~ r ¢ $pNCE l0 CYMNA9UN - (EFF NELNANIGL PGNSf % / ~ GYMNASIUM ~ FF=3560 l J WATER- / (SEE YELX / PLANS) NS TALL 12B l£ 6 FIRE UNE B PK WA RRMNN (~ MECXPHII l PUNS) / / STA 248998 S]]T LT- - EC 2 T 7 N , ~ 1 E , \\ ~ I~ ST 6N.81 .5.69 L C-TINE (R6D KRIFY ST 9+0069 l]6 Li C- NE \ \~ ccwNECr ro EMSnxc vLLK Ws ALL e e B TEE (u J.FL) ~W Rfl1GVE EX1snNL d0 N NIT As2YBLr NsrAU 2s LF a vK AIFAMNN \ / I^$iALL ilinN6 AVAPIERS nl $T ¢OCYIHL \ W6 \ SREWIRED STA 9+593. ]]i LT (C-LINE) \ / \'~ 1HRVST ¢OCRIN6 M Sp ~X HOg~ ~ WSTALL 6 BE/q (MNJ) \ STALL W CDI/NW w/ a n-1/s B (FLWJ) ~ ~ , / / $CAPE WAlfF LWE FiT11N6 MRIISI A INC 6 A0.1P1ER5 AS Ff SiA 9+fi916 S18Y LT (C-VNE) a~ INSTALL 3 RRIGna1 WATER MElfR ~\ rSiA ]+2S 8J U C-LINE (SEE IAN95LAK IAaIIiECi PGNS \\ .. • `~ __... _ / wSTALL 6 1 -I/. Bp0 (MJ) IRMG4nW REWAVELWiS) ~~ ° ~ ~~ IISilW.~1911H B~P~~1~Y~~ fY ~ ~ ~ ~ ~~ ~ ~~ ~ ~ ~ - XF',_• ALL _ 5!£ 1 ME1FR SERNCE IFFYG IIW _ _ --ram- _ LKTa1L SNEE, L3. +- - ~- ~ H ~ ~ ~~ ~ o Sa9n u ~ A0 4~~v ~~srA 9+e9c](o-LWE)- VE ~ ) f~~\ siA IwBaW (B-LL ~ / -~, ~ H p yp ~~ l \ \ `\ ~ ¢ B E J) o p / ~ ~/ /~ $iA 10+592. .BB RT B-UNE ~ 7 2 TEO ~ { INS/AEL / Z-3 GATE VALVES I\} } B .5 &bG (NJJ ALKS ro RENaw } iNRUSr BLacXwc l ¢ / ~ / wsrAU 2 Puc wAnxuNE DSm rosnw VN 1 o - o l IExcM @ nrnNCS I caWECnW ro PDRr BLE ~ ' \ A$ REW'REB r. CLA19lWII$ OCCUR CAP FNO$ W 1 WAIIX IIN6 ~ I oe ~ / ~` MARN p0 tYM 12 LFNCM CF T J (. BAF DRIVER NFIIGLLY 2 I ~ \ _ 1 \ ~ p f75^ RELDW FINISX tllAOE CpINECT N PO(AB(E~- I ~ / / 1 OO / ~ / / As LWE I (4£ NEpAMCX BANS) / NIGL / l [ \ / NOi ANO L1XD WA RR yUWLY L ~~ ~.wD REMRN uNES (~ ~ YECNANIGL PLANS) SFF EN{M4FD nEW THIS sI1EEr ,V $qN gPNN \ _ ~\MYS (SEE NEpANIGt R,W$) ~.•\ Tuna \\ J-,I 51A 2+]5 ]8 2539 LT INSTAL ORY Ykll (SEE ~~ -WRIER METER VAULT DEialL YsHEEr c J.) ' ~ ~ \ - / . _ \ `~ \ ~- ~ r ~ 4 TA K AiER \ / \\ / \ ~ 20 I STALL J 90 BEND (MJ) NECNNIMAI RESIRAINi \ /~\ 31 INSTALL S 13 KENO (Y.bPE) ~ Q ~ \ MEOIANIGL RESTRAINT \ 31 MSTALL 35 LF S OVLRI£ TRW WAIERMNH \ \l \`O (~ go lZF ~Q~\ / 3J INSTRLL J4 1S Y WCnI£ TRW WAIERMNN \\k ~ D f~ INSTALL H3 1£ J WCnLE IRd! \ / _ xD 5 \ O WAlERMNN \ ~ 25 INSTALL If lF ] WCnU: IFW wa meuNN 26 LPVNECI i0 BUIIpNC RUMBING INSTALL FlTnNLS ul~-CALVOAIUM SCALE l 40 FEET @ AOAPTIXS A$ REWWED NEWANIGL RESiRAw2 (FlE(D KfiFY IXACT LIX'ARW MM NECNAWGL R.WS) MVFS i(W Cp/N lY N4 B41 IAYI AT yt-50] AHO MILL ROAD SE \ TFlITEF P° MILL ROAD NT 51OR BAR PNO I6 $E CF Cp IER1INE N 2D 4O BO CROMx p` PIK EL+J515 (FlELO NFITY) 9I-50] AT 905 IO CENiERUNE NCro 39 EI£vAnW~ J.9658 APF'ROVC-D FORT CONSTfl11CTlON al• Civil Muma Geotechmcal Engineering and Planning p ~ DATE Lf\ELWYFNL RENEY FNMNFFA Jerome W Morrissette & Associates Inc , P S APPROVAL ~PIRE3 { 766 Ccopes 45 Road S M( #8 2 04ymp1a 'Oda 98592 } } }0 ph }6p }52 9ASb Fx 360 352 9990 / I t~ d ,$B £ I 9 8 Y s I/`\ r l / D ADAPTERS AS REWMfE- ~~ f ~_` [ o / / _ ' / / ~~ ,/ I l (~ i i INSTALL 3 PK WA E{]iIINE LENGM k FlTMI4 AS / p~ ~ ~ ~ y / 0 REWNtEO / ~~\ //y / -~- „~ ~~ T / T 1 ~ /,/ [ NEW YELM JHS [ / /y FF=3580 / / , / / / /) / I ~ [ I J~ / /' \ `~ ~ / I P,' 1~~~~~, ~_ ' r / ,ra l / l / II l \ \J [~ [ ~ ~- ]j ~~ / ,,-_ n /~_' O z/ x [ ~~i l 9 `` / / 1 / ; / / F~ / l / `\\ / ~ ~~ ~ ~' 1/Y~ ~ [ l / y~L S[ x~ ~ I IT ~~ L ~~.1 ,~\LI ~ ~o~l~/l~jl~~~~% L " ~~rr,~ -Ic+~- $iA S+.BW J&1 LT A-TINE \...y -~ INSTALL B e fi (NJN.dFt) \\ NYp.PANi ASSEMBLY [v - INSTALL ~\ RIRVST ¢OLNINC ~ ~ ~ - NEW $raiM 0.PAIN 6%T Lal£LPLN SYSTEV INSiAU PRLVERry UNE SIA S+9B6B (BA$IHf B) B GAI LEGEND EXISTING M PRESSIFE IMYC.ARNL L2 ~ }µCnW BOX RPY" DRAW Q SVIITARY MANNa£ li WATER GA iE VALK ~~ IX PoXER 1' WMGnW CW1R0. ~ STREET IIf.YT r COwVN'CA M}IS VI1lE LI IX GIOI BA9N WATER (FIREUNE) pi TF1Ep11WE PFDISML ~ 9GV IX WATER O POX£P F%E W S FlRE XIAPANT - IX SICfiI Ic SEWER BOX . f- WY AN6KK ~ 1MENI '4 ~ EPA F SAW IARY piRNTY a I CWNE iD '~NR gM _ _ vARC¢ ' EP vROPpn uNE ~¢ o A LINE- M ~+.w - ~ ~ exvm® ce m oe ~ m ! ~ V~B~ CONSiRUC110N DOCUMFMS INSTAll 30 Lf B' PM WA %(NV ++w' PROPOSED fiFAPE XMRANT ~ ~ - ~ WAIERMAIH FlRE OEPAR111pT ~ YWER ~ cWNECnW ~ °~ N PWr Rrolun9R --slaw VAL IE 9 WRIER ME1FR FEW0.Y. p i19E I GiW RA9N CF WLEI (9 I1PE 1 Gll}I BA9N Cl£AN W / O uqx Mac _~ -A p a. yB~ ~= €d~ ~ _~ ~ ; ~ ~ a ~ ~ ~LSiA 11+1198 839 LT (B-UNE) L' \ MSiALL AM REIfASE VALK Y BdURO GETAtt 9)[Ei L J 4) OO NOi INSTALL BWMRO$ CY GST yLE Cf FpLE IF AL NbO S IS aWAROf- _ \ ~~._QNAIER CRa11O ME PORTA&ES IS-APRIVA)E\BCYNECPCN ANB I$ uxLxR~NE rElx \wlL¢ asmlcr LWIFOL - 1 B x8 x6 iEF (M.bYdil) \ \ \ \ 3 Nr asswazr \ T gLOGYIN6 \ 3¢IARO OETAN$ $XEET G}.) .` N //~~J } _ _ / T I~ /~ V Q U C J t O ~ I =20 O Z ~f 1 $p1 .O PYC i0 YARn H)DRANi U ~ N O 1 YALIE Q OS $iA 9{6916 JI Lb Lr A-UNE (C-UNE) w L INSTAL 3 IRMW nCN Wq TER METER ~J jSEE LAN9sCnPE ARpIlECT PLWS FCF Z Q N RRIWPW REWIREYp15) Q Q O e1RIG MN WNP WANB'F (5££ LArvSLAPE a ti .VtpNTECT PLANS) C O J Is¢wnav vu\E @ VALK Sox (sEE H ' C LANOSL.V£ APCIp IECr PI.WS) L C © caWECr ro J IRMCa MIV uNE BETWEEN ~ J O nK UWBI£ LHECR VALK ANO 3 I5p- U nQV VALIL FlTRNGS qN0 BU9IIN6 ~ LV U AS REWIFEB W U ~] OW6f£ PIECX YAL4E A$$EMBi.Y @ p0.051/RE ~ Q (SEE LANSGK ARWIIECr PIANS) Q OB sc 3 umWnW METER (sEE DErNL ~ ~ } 9ffET Cr.) A 10+1 I6 1 SY LrA A-UNE cT g A U TALL 8 AS BENS (J) - 8V or x C RUST 9 MXING . b STA i5+6O 31, I]3 LT B-LINE $T INS iNl INS 8 11-1/4 Bp0 (NJJ B nNUST BLa:XING- -_ ~_ ._M O~ ~ fV B ~ g ~ PROJECT NISI / /j/ ~~ ~ DRAWN IO+ST BJ /31M Rt A-UNE DAfr MAR G ~$ . ~ VFBfY) Eti TO EXISRV6 B WAIERYAIN Qi REY19W-05/O./2W3 JA V'PING IE£ w/ B NOI EX B GTE VALK (FLaMJ) WAIWYNx SHEET OETAN) Si B OGIWL i1RY IXISnNG W nFYAIN RIAL rnE 9zE oEPM ~ ~ 0 LCG Rat PFI[F IO COEINNG PARTS) W OF 03157- Water &o ~~ o o- N 7 ~ > (1 N O < N Z N 3 c ~ y r~-f n g ~ v d ~ n 0 0 ~D ~~ oN r0 d wn ~ ~ w ~ ~ o (n C ~ ~ N W~ a O ~ ~ N T~ d N y ~ (/) ~ oa J _~~ w~ r ~~ ~~ 2 'D d€ / ~4 .~ ~~~ ~~~ aA ~ ~~x ~ ~ m ~" ~ - ~~ ;n~€ g 0 SLR ~ m J „3W~ o m /~ ~~c q$~ ~,a/ s °AY+ /`/ }$ l ~0^/5 i ~aA ~~ ~ 0 '/"Op r~ \ /~ J 4 ~ ea; /? /_-, ~/~ ~~~ ~~' ;~ / b~~ _ ~, , `~~~ / r r / ~/ ~ I i /'mar /~ / ;- ~ -/ ap 88 ~y~~~ /a 2 ~~ / *~r ~~~~ :Y~~ ~ ~ ,rN 4a ~e ~~ ~ / ~, a ~~~~ ~~~ F yy? ~u~ .4~L 3~y / ~'' ~m `~./T .r'i T'A' g8 ~~ ~ ~~ ~~ ~g 4 4 ~ ~4~ [ ~ ~ ~ ~ ' z ~ I o I I o ~I ~ a~ i _~ i~ s,~ ' ~~ /~/ i /r ~ /~ ~I ~ TII I~ h i i' i 4~~ // ~~q ~~ ~~ ~ ,~~ D~ / I ~ ~ / / / ~ 1~ / / *~~~ -- _ / t ~\ ' / / / / _~ ,, / I / ~~ ~ ~ ~ I Q l l ~'i o \ ~ / / -." ~. / rvY ^ M O ' 4$~ ~~ ~~~ $ x ~ ~ ~ € ~ R ~ ~ ~ $g$g gg~ •~ ~ CI Yz - i 9~I~~4Q ~ c ~ ~ ~ 6 ~2 ~ r~ 4 q ~ 4 g ~ y Z ( ~ p 7 ~ R Q~~ 8 9 i ~~ ~~~~~ ~§ ~~ -~ - ~~u \~ n ~ ~ ~~~ ~ ~ .:~~ "g ~ ~ : SANITARY SEWER PLAN CiJ ~ ~. ~ -~ ~ ~ ~ ~ e:~ •a RIDGELINE MIDDLE SCHOOL ~ ~ `~~, Yeim Community Schools No 2 Thurston County Yelm WA -' ~~ c nT ~ ~~ T ~w> `G€ H "3o L ~m 4 ~~1 ~ ~ p a~7F~y-,-, °ez ~§n°a ~.>~~~ >wn ~ S ~ t p.a N ``~ ~` ~ i .. ~ m O T ~ TC um w ~'Z "o -~ °o ~~ m I O `~ ~ ~~ ~\ ~ ~ !; ~\, ~~. ~~ ~ .~` \ c\ ~ \ \ 6 \\\n~ ~` ~• ~~9 \ ~~ ~!otr / \\ ;O / ~ ~~ ,, /~ Zn \l s '~ec~~ 'AyF ~ t ~ \~` / ~~~ ~~~~~ g s ` ~~~ ~~ ~, \ \`~ ~ ~~~ ~- m ,. ~ ,~~ ,~~ ~' 0 ~~~~ ~ a8m~ u^^sN c p$ ym m~ ~~~~~ R "Ess=~ of ~Y~ ~u ~_N>; v p Oyu a o~p~ ~>e >y z C~ 2< l+ ~ ,T~~ D / ~ _ ~ / / / ~~~ ~~ O i / ~i ___ \ `` `\` ` ``J/ 1. ;~ / ~ ' ~~~~~ // i s°~~~; ~ i J ~an~~4 ~ i „~ ~ ~/ ~ ~~~8~~ % / ~ ~.- . ; r. ~ i / m ~ ~ O i~ ~ i ~ ~ I I i~ f T ~ '- ,>,~ ?o ~y at Em ~q 8 e 5` i ~ ~~. ~ ~ / ~ ^^ ~ , l/ 'Y ~ ~ ~ V, €~ ° . ~ ~ / ~ ~ ~ ' ,~"~ ~~~~~~ Z ~~ i >'8~ J m ~~ /~ \\~ /, ~ \ ~~ ~ `~ ~ ~~~ \ \~~ ~~ ~ \ ~~ ~ ~ i \ \ ~ ~ a /~~ \ ~\ / ~~~ ~ ~ ~ Ni \\\ \ ~ ~r / ~ ~~ ~\ ~, ~ ~ ~~ ,~~ F / \~ \m~~~oi ~~ , %~ ~7 "\ J $D ~ 80 m^ ~Y ,gyp ~Lg~ \ /. ~'t ® ~ i \ ~ ~ L~®~ ~~ ~ * ~ ~, m~ i/ t I ~ \ /1' 1 / ®_ ~~n,~ ®® ~~ ~ ~ RECK~®~1 McG®V~RN ArcAltec to re Aas irsls ScAool Design e~mvi®e m xsnwnr ~~~ _~, a~ n ~ o v a O N ~ o ~ 3 N a N a CD o- o N w T ~ T~ o ~ ~~ (~f1 u, P xn w o, N T N V o~ ,. n 0 T n d w n. m w~ q~ge "O g z ~~~ ~'s"~Q $~~m ~ ~~ ~~ Ul 3 v Z D .~ Z_ 2 ~_ Z 3 J I-6 i1 I ~ FA$ ~ggLR>.~ - - ~ a°~~~~'^ o~ a> a_ > mgm ~Ai> n'O € F^mi 4A ~~~~ ~ g~ ~ ~mx,-~~ ~o ~ R s m o 'v N ~ g ~~~~~~ It ~q£.:~ ~~ ~~LL~ ~F ~0~ R ~~~ an LL s 9N D d ' mp =sz M~ D~ ~O N sm I > K W ~ D ~ ~ O Im O v (uJ ~ n ~ ~ ~ ~ ~ .~, NOTES a N ~ ~ •~~ o ~ ~ s ~ a ti~ ;. •`` RIDGELINE MIDDLE SCHOOL y ~ ~ Yelm Community Schools No 2 Thurston County Yelm WA V a °qd" u ~ .. ~$_ ~aa L~ l ,. ., ~ ~ ~ o ; ~^ ~' 7 R ~~ 8 a ~a~~~ z ~~~ ~ ~~~~ q [p~ Qf ~ ® A „ F R ~~ ~ m 'yyJ~ h~ ~° ~ y ~ S^+ ~ R^ $ Ba ~ $~ ~ ~ ~ R g € M 4 ~ ~ ~ s ~~~ ~ ~ ~ o ~ ~ ~ ~ ~" ~ F~ ~ a °F ~ Rg qq~a 2~ ~ ~ ~ Y~~ d$ P ~ a Fl 5 c 4 9 ~ N ~ l+ N ~ P n P ~ w N • ~. pcy ~ e ~ a ao~ $~ gm p~ ~ ~ a E 8il~ ~~ aF € 4»$£~' f£ Si t~~ pPP c 9e 9$ sa4o»`~ ~ ~" ~ $~£ ~ $q fo~ €7 F~F RP R~'~~'~ ~a ~e "4"~~F $gl~>g_ ~ ~ ~ t ~ >$4 P $ ~ •am~ ~ zms ~ t ~ a^^S~R ~=" € sad s= p s $ A~3 ,~">-aP~- ~ 9g~ _ ~F F s~~^ a~~ ~ ~g ~ ~ ~~a ~°~ !~7$ ~"~~Sa F ~ ~ 'Y ~$~ g ~"~_~n^~$~~~ F ~ c ~=z $ ~_o a ^c Y A a °^ '~~' 4~ ~g~ p€ $~3g"~ #C €. ~ 8q' R $~~~ '{°i$ $ ~ i 6 ~AR (^~i~x $ h i a h tlhh ~ m g~~ ~ $~ ~~ ~ ada ~ ~ g~ : ~~ ~. ~ m~;~$ ~~$`, ~a~ ~' €s `g~~ "~~z~~ ~a~ ~a$a~ ~^z;i~ ~ r~ ~~~~ 9~ a ~~ ~s ~d gig ~"" ~ ~ ~ > ^~~` °"~~'~ ~~ ~ ~>€s. $3~€ ~~: w$~>^ 5~a ~~~~ zui3 ~~~a ~ g~~~€~ a ~° ~ :~ ~~ z ~m~ ego=~~ ~ ~° ~v zP s~ ;~~ 3 ~~~ ~~$n~ '~ ~g~ $mR~ A I0.€~ ~8 ~ ~~ ~ iw ~~~ ~ o gg $ ~>eqQ~$ N=a R i ~L ~'g -=$m €m~ui~Y 4~ ~~ a9: $ ~- ~ 3'g ~ ~$ ~ ~ w ~~~g~~~ Em~~~~ ;g ~ ag ~~ ~_~~ Q~~~g~3 - s~ ~Ra`^ '~-~a CEO s~ '~ ms Ft> ~^ a s ~$c9 A_oi ~ ~_ €9 $€'mg¢ how ~ ~~, g~2„x ~ ~~ ~~~€~~~ zap°~~ 8 g~ ~a ~ ~ s~~'e`g € ~ ~~ .$~~ ?~u as $ ~ a a ~ ,fix a~ ~ ,~ ju ~= ~ b P v w V f Y N P ~O ~~~~ ~~~ ~~ ,~$ § tag ado ~ y'~m a~ aR E~~~N~ ~~ ~s~e3 ~i~ `~~B~~Q ~~~~ as w~ ~~ a~~ ~~~ ~€~ ~~'~~ e ~ ~ ~~ ~ ~ ass m$m~ ~=~s ~s ~m eggs ~ g' ~ ~s "w o~ m$`~~ ~~ ~~ $~ `a~ ~~~' _~ ~~~$ m a ~~ ~ ~ §f Roq ~~ a~$~~ _~~ s ~~ ~~~ Res ~ P~$a f~~ a 's~ ~~ ~~;?~ Its a~~~>g ~~~. ~ g3 ~_F ~ "€ ~~ ~;~~ a ~ € ~~ P^ ~ qm ~^~~s aF ~ g~ ~~ ~ ~~ ~ as ~ $ ~ $ 299 ~ ~ m~~~ ~~" " RPm ~z ~~ ~ 4$ a R SS > a~ ~ P v w P • N N y. u ~ p P P ~ ~~ ~~ ~~ ~~~~ aka ~~~~ ~~~~ ~I~~ ~~~~ ~~ ~ ~~~ ~~~a ~~ ~~ ~~ ~aogg~~ ~~ ~~ a ~5~ ~~~ ~~ps $~ ~3 0~4 ~~~~ ~ a ~~ ~~ ;~~e~ ~~~ ~~s~ g~~~~ ~~ ~~ a ~~ F$~ ~ tt ~$ ~ ~FP~7 R$ ~mR~ ~e~g ~mo ~d~" ~ ~~ ~sas~ Q4c 3 F ~ ~ v'~Rn ~~ ~~3~ ~gy ~~ ~e ~ ~ ~q ~N4 a> m~~~ gg 4~`~ ~~~ ~ £2 ~" $ $ ~ ~ E~PN 9 ~~~~ Rs 6 ip~~$ ~$ ~~ Pg ~ ~ ~~ ez~~ ~~ss ~~€ zs> ~ $ ~ gw ~~ k 4~ g e ~~ ~ R $ a 6 ~ p ~ ~~ d ~ ~gp o = ~" s S ~ ~" 4 ~~^ a ~s g ~ ~ ~ g ~~~~e eQ $~ ~g ~ ~ ~ gR'~~ '~ ~ ~~ ~ m ~ ~n Y = m ~ m ~~~ ~ ~~ ~ ~ R~4~ r ~$ ~~ a~ P P ~~ ~ i~~ a $ a ~ ~~~ ~~ $ F~~ $~ ~ ~~~ ~> ^ ~~ ?o ~~ ~ ~g $ ~r Y ~R k ~~ ~~ $ o> H N R is C ~~~Q ~~ ¢~~~ ~~ ~4~~ ~'{~' ~~sg p~ ~t~ r~~e "' ;?amp s ~ R~~m ~~ ~"~g~ ~~ C ~~;4 g ~~6 ~g ~,~° sa ~`"~ ~ E$~~ ~ ~~~~ ~~ aB~ $~°e ~m ^e S~ "> ~~ '~~R= ,~ 9"~ ~r nmmg g W~" $€~ ~ ~ $g ~$ $ $ ~ $ P q~ ~~ $~ ~~ ~$ ~F t e t 3 ~~ ~a w ~~ w N • y. N ~~ § ~ ~R~ ~~ ~~g eG ~ m~F 4a a€a ~ ~ ~~~ ~~ ;a Ra' ^F ~R § ~~9 g$ g~ $~ ~ ~s mo `Q $~ ~x ~ €S ~+ §~ PR a g o~ 7 ~R $~ 8 ~ ~ ~ yF R _ 4 ~ R ~~ ;_ ~" ~~ $ ~~ ~a _ ~ 5~~ ~~~ g~E $~t7 _ b 4 ~~E s Y N t- ~ f pM N ~ '~ "~~ ~B~ ~~~ `~ ~~ ~prpF $F ~~ ~ ~ F$ gY ~~ ^g ~~~ Pa e~" F~ ~$ ~~ 4^ ~$~ S ~~g ~ ~u m ~€ ~~' g 2a~ ~ n~ € ~ ~~ q~q~m~ ~~F ~ ~ § `€,a PY~ p ~~$ n R ^$ ~°qu g Y~~ ~ 3 ~xq ~ ~~ ~ ~ " $ N N - ~ Y N - ? ^ P r 3 $"~ ~~~€ ~ > ~ P r ~ n P > 7~ " ~ ~~ ~ ~ ~ A ~ ~.~ ~~ ~~ ~~~ a ~~ ~ ~ $$w~ ~~ a ~~ P~ o" ~~ a~ $ ~ o~ $~ ~~ ~~~ ~ ~~~~ ~~ ~ ~ ~s ~ ~~~~ B ~q ~~ ~ ~ a9~ ~~ ad C ~$`~ ~ q F f ~ 9 s 4 t p '+ ~$a k~~~ ~~9.= , >5 ~~3 ~ ~~~ 6tit~Nmo .~ nic im mnse.ei sw,n ~:w~ w. +uu w~ ERICK~S®N McG®VERIV Arcpitecture Anslrsts ScAOOI pesl9n le[N111dL a mui vin ~aeukew.eeo..~.ew~ 3 t~ 3 9 ap~ Y> a 9 8 ~~ THRUST LOADS ' ~ ~J~ THRV PIPET FITTIN 90' BE DUNDS i5 BEND OUN2S I/2' BEN0~11 'I1/• OBENOATEOEAD EEN i~ DIAYETEF OR TEE v TOP vIEW / '"' • 3 600 2 000 1000 500 2 600 TOP IEW TOP VIEW I I WYE e' a Dao a •oD z 3oD 1 zoo 5 )Do _ e 1.300 ) )oo a opo z cop 1 o I o0 - ~~f(~~J}}~~7~~~/}L\.{L-Jy 10' 22 300 12 100 6 300 3 100 I S 600 'N'X ~ ~ r ' V W ` 12' 32 000 1) •00 8 900 { 500 23 )00 510E VIEW 1{ {3 600 33 600 12 100 fi 100 30 600 510E Y1EW SIDE VIEW - _ - I6 5] 000 30 B00 I S ]00 ) 900 b 300 _ NOTES 1 ~ 1 ~ 1 BLOCKING SHALL BE CEMENT CONCRETE C1A55 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH RITING SHALL 0E ISOLATED TROY CONCRETE I J I ~ - MRUST BLOCK WITH PLASTIC OR SIYIUR MATERIAL - ,gnu ~ • Agar A' ~ ~ I. N' B' 2 TO OETERYINE THE BEARING AREA Of THE THRUST BLOCK IN SQUARE iEEi (S f ) TEE WITH CROSS WITH CROSS WITH PLUG OR CAP EXAYPIE 12 - 90' BEND IN SAND AND GRAVEL PLUG PLUG PLUGS uaoD Las- 3000 LB/sF ~ 10) sf of AREA A'[C~$i~w;~'6` 3 AREAS MUST eE ADJUSTED FOR OMER PIPE SBE PRESSURE AND SOIL CONgPONS • BLOCKING SHALL OE ADEQUATE i0 WT01STAND FULL TEST PRESSURE AS WELL AS LO CONRNUCVSLY Y/IIIISTAND OPERAIWG PRESSURE UNDER ALL CONDDIONS OFSERVICE SAFE SOIL BEARING LOADS 45 - 90 mRIroRNOwumeusrs wnp+mL Oe'm VERTICAL BEND amvER OVw mEPPE ExcamxWar CITY Vh YELM WASHINGTON SOIL 50UARE FOOT COY OF YELM WASHINGTON DEPT OF PUBUC WORKS DEPT OF PUBUC WORKS NOTES STANDARD soFr cLnrT ~ooo I CONCRETE THRUST BLOCKING TO BE BLOCKING DETAIL THRUST LOADS POURED AGAINST UNpISTURBEO EARTH SAND 2000 2 PLASTIC BARRIER SHALL BE PLACED BE- SAND 4 GRAVEL 3000 TWEEN ALL THRUST BLOCKS k FITTINGS ^Rr°^~ ^~ x^' SAND R GRAVEL { 0p0 ue4pvm pwp Ho 3 ANCHOR REBAR SHALL BE 5/8" MINIMUM ~~ wWKS pRECipx OAE 6-1 3 CEMENTED WITH DIAMETER CLAY PUBUC wpWS enEerW GATE 6-1 Q Ga pwH Cm port HARD SHALE 10000 pES ow. <m pnlE Ec TEW x[w Ew 3/15/00 .EC REVI nw leW 3 15 00 Top vier oPanlin9 nut 12 ~u ~^~LOVERSED HANDLE TYPE I~-umua of pavm.nt an tYWllov HI n Wevthar aMdd INUND FOUNDRY r2.8 g Bonnsl 3 x 3 W{ 6 3 l VALVE BO% WITH YELP avde Enamel CLASS 3000 10 6 3/{ WATER CAST IN lJD '~ 13312 21/x Hou connection CONCRETE PAO rdh tnnada HYDRANT oFFSEr )~_ {I/x 5feomer c cation SECTION - rich NSi ihnatlan So nM boa and A 5' Stars vdapbr vvlve abm detail- FINISHED GRADE oe Style 5-3) w/SC cap 8-11 - ~ r A . 1B -2{ cropnd OUTSIDE PAVED AREA ~ TRACER WIRE s i I' SEAL WRH AR•OOOW -6 SOR 35 PVC SEWER io coil SI^^dpiPe cc-- u w PIPE CONfORYING TO ASTY \ ACp o 303• RISER PIPE i0 BE de th ~ 3 Minimum C hydrani 9be tlry I p , ~ c+ PLUMB AND CENTERED CSTC ~ p OVER VALVE STEP ptACE CAP SrRAP T cW.v sIm P.PE slwwnr T GLV REIVRN eavp T cuvsrm PEE sWE uv srAWl£SS srEFL sCPEEx ///'''~~~spp Gy-r Wpy 1/]1 pWT'INC$ / CO KR YARAID 'NA IER } / LwWErE uErER epz Fx-nIE AFTER SEAL ro ~Np.RI IXS T W M x3 BASE M EpIAL ' ANO VACWY VKK 1 APCp YWD.~ 1 GLVANIIID STEEL 2-9p ELRpwS IC. IXISPW ULIP pR EWAL PIPE n) %T APW SrW ipG(I FSW pi EpIK wA91E0 pEAUEt PASSwr' 1 -9o ueow (xm) ~~ ~RElAYEO w smvMCEWYLV£ 1 AS.g.~r-sNpc SNAP RaAc Y - I r Guv PIPES BURrtD J w/ 1/T WOE siAlNl£5$ SifF1 %PE CGYP d vAEWY v11K ASSEMBLY uVSi BE INST.LLIID Ar XIOE$i PpXi rF u1E Y REUOK NL FW WxaIXaurz ro uxDw FW WAwA¢ 1 FACE C£ YETEA 00% ttl BE LOGIEp I w BAfJI C£ pH9_ • MIERE MF REIFASE VILK FALLS WT9CE Cf PIANID IYPROK}IEH1S REPAW 9pEWAllt TO YAn}1 IXISnxC 5 ME WA1FA SEANCE uNE SMALL NAK SR C£ COKA B40W EINI91 CJVApE B YETAWC (CEIECTABIE xARRING) i/.PE $NNL BE C0.pt LCOE p4E AHO SHALL BE IYPRLVnD CCNPNVdIAY OKR Ii5 FNTRE l£NGIH W PEXYAwENET RAIX INN WM ME MESSAGE wAIFA twE BIIRIEO BEIDw' .VEO ME MdiO CAVnpI PRdFNpIRY $NVMI TIPS SMALL OE A x Yw a0M 2 AIR AND VACCUM RELEASE VALVE nrs GRSpV $EPoES 1•19-R nwsnt uExER Bwl w/ BGLr Boxx roKR NOTE ALL UNCf/IpipWO CALV/IXIID %iE ANB Hr}w4T 'wA rER yARxlf9 pV Ip 91ALL BE IWAPPEp WM %PE WRAP TAPE B6ME rAPE APWGIipE .W. RPE AHO FlIM'4 SHALL IlWE FIMSEI WALE BE LVAIFD MM PWE PRIMER rAFE SHALL BE J/• NOSE B19 RI WAw IWAY FAtlI SPIRALLY WAPPEO VSING pVE XAEF LAP FW CI iJ/• SMECr Elt W (rYFlLAU~GRSW INLVISxR1ES SERIES CP'IWE nNp(NE$$ ALL %PE MiAppNG 9IALL BE 910 NM'O Np£ CR APPROYFO EW.LL PER(MYEO W ALY.tXOAxLE WM ME YAMYACNRWS rb RECpIYFNOArIpIS R'PE WAP FADE 9/A4 RE PASN ~Sy SDEOALFY R YFL 10 Y4 RPC WRAP T/PE W APPROKD T ~ EWAL RiIYWS 91ALL BE PASCO W MRiOWD EQIAL ~ i-s__ PM: ASM I t`i.- _ 1 GALV slEa~ 9p uJV~ Je YAz HOSE BIB DETAIL MiS RES1piAnIX1 pEPM MAL£ TAPE IT Tp fe uNOER vAmES ~ ~ HIE ruLAL WAGE e srFEET E11 1 W!E vALK MMAOE- BPMS RED-WXiE CpN vw z FlG NQ TBO p1 EWAL R 1 pnSCP°e£ Silp LLMA-ICE NC M ApNOKD EYIVAL (SW PSI YW} uvE1JFA wsrA-nIF CpINVc /ISYb 09 MMOaED Epr.LL 6 e Inc M~9vlug ~~ ~~-"" i- I Lfi' Clvaa 52 dudlb inn pipe cut to lan9ih e' 9 oe vaHS FL % W ^ See b belor 1 Varlea { WB SIB concnb block Hyarpnt aha. fivckFill b top of drain Hn9 hovaing boo, won z rmned rock as anown Plaalic bamler beh«n 8 v 6 cheat of I1 mil Plmtlc ar - c rhnae block and Le alnetion iabde eontlng 2' waahed mek Concnb Ihmel block NaN, coal-In-Place a9vlnal nRln9 only 1 Hydnnea shall b. located I coNOna wdh SecOan 6080 In vddlllen v minimum three loci rvdim unobatrvctetl working arw shall CITY OF YELM WASHINGTON ba provided around vll hydrants DEPT OF PUBLIC WORKS 2 Hydrant vhall be Dnaso M k H YM.ll.r o. DU aiB c.ntun a~o~ i FIRE HYDRANT an en l 3 Gab nlvea shall M nalllent wedge NRS wIA 0-dog aeale valve ends shall IPre ovm owc w be Mechanical lolnt by AN51 Hang., Valves shall <en/orm tp AWWA 509-80 6-7 Valves hall be Mwller YhH Kennedy PUBUC xp+WS pIRECTOR OAE Claw R/W or Wabnua Seders 500 oa p cm wrt c,. x[w xEw aw 9/6/00 OS CONCRETE CL 3000 INSIDE PAVED ROADWAY ALL VALVES YUSi HAVE 1{ GUAGE IHSUUTED COPPER TRACER WIRE TIED OFF AT VALVE BODY GATE VALVE SHO' E%TENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REL E%TENDED ONE FOOT TOP OF VALVE BO% BUTTERFLY VALVE VALVE STEM E%TENSION LEGEND O VALVE OPERATING NUT OR I )/B % 1 )/8 % 2 NIGH GRADE STEEL wELOED i0 RISER SHAR CITY OF YELM WPSHINGI O 3/16 Thk % 5 t/5" DIA STEEL DEPT OF PUBUC WORKS CUIOE PLATE WELDED TO RISER SHAR STANDARD O 2 %2 X 3/18' SQUARE STRUCTURAL VALVE BOX STEEL NBINC TO RT OPERATING NUT LENGTH AS REQUIRED ~~ n~ALL WEL05 TO SHAR SHALL BE I/{' PuHUC wpRWS pWECroR PATE FILLET WELD ALL AROUND -., DES own IXo rt rEw rEw xrw YA% pwc no 6-11 ` APPROVED FOR CCNN3TRLICTION Crvd•Munlapal Geotechmcal Engmeenng and Planning ~, DATe_ ~" oewpwar ~r Drp1FFK Jerome W Morrlssette & Associates Inc , P S ex~Vs 1700 Cooper Pt Road 5 W #B 2 Olympia Wa 98502 1110 Ph 360 352 9456 Fz 360 352 9990 IRM61 BACRF%L ~ / I I wAC01 Mpi (SEE QNWAL SEE NOES 1 S ] wA1FR NOh3 Np )) BEDpNG MATERIAL SEE NOrts T s s uxasnwem sW NOTES 1 A YwMVY roGaR a 1s SHALL eE uuxrwxED Exam As REgIIfm Ar caxECnW Ppwrz 2 NARK BAIXEIIL $XALL G0Y5{St W pN9[D PROCESSED. W xAnMALLY Op]AWLe' WNAAAQ 4A rE%AL Il $NNL BE ESSIIITALLY FACE EItJY VA4Ays rYMS W Wq'p WA 51E W O11b1 IXMM'EWS OP p9.EC11pVA9£ WrFRIALS Ir SHALL MAK SUCfI CNARACRAISnCS 6" 9JE AaO vIIPE MAr Ir Wu cwPACr REAVILr wuvACT 3 NAnK IRENW BAIXFlLL YAlEMAt 9IALL BE NRIFn W SL4EFNEp 50 MAI ME YASIYIIY ACW[LArE SHALL I$ e-IHp1ES • NAnK %PE BEWwL YAIERIN SHALL BF $W nD W sgfDlm 50 MAr nC uANWWI AW2W 2 91.W. IB 1-INCN EW PLC HFE ANp I i/3-WfJES £iw pM11LE IIAM %PE 1 WERE x.nK YA moos HAS aEx Daum WACaRrAaE BY ME prr m6vw eAOanL um PIPE BEDINNG 91ALL MEET ME NSDOT sIANDAFO SFECRKAMYI REpXRFYFNIS W xHE EpEOWNG SECnpIS IRENCN BACNFILL - 9-0119 WCIIIE IRM %PE BFA]ING - 9-Olla PIC %PE eEwwc - 9-011x(]) CITY OF YELM WPSHINGTON TYP4CAL WATER MAIS~S TRENCH & BEDDING AR9PW pwp Xp PLeut wWRS pxc1W pA¢ 6- 1 5 -1/R 1/T XMOWARE GLOM WRAP • MM UP ALL 90E5 PRONOE O Yw. ONFLAV Ar ALL XINIS r m wRlaf oar. srsxEU rcvA (sE urmrGPE AxJx2cr PLANS FW CWNCCMw LOGMYI) - ipVO fBIl03-• PAOI.tlNr ~r APVROND Eau •t (mx / wArtxuxE pKR Ca+WCrr sEwW Exusormrr le u W As pRECiED Bi ME ENLwEFR ~- a uw ENUSEUDEr AaalNp GwTARr SEMW CpEOIEIE SHALL BE LLA55 ]0.V LYIYYflN.4 G9H]KIE wM SlNME11C FlBfR REwFaRSErENr PLR Asru n11B-9r TYPE E. Aw OvrRAwm 1-- to-a uw --~~- to-p nx 1 6 NIN 6 NIN ~- uNIXGVA IFD YAiEFAL \`CWWEIE IXt NNACIED pUV2 ~ ENGSEYFNr N02N sE11ER FNCA4YENr OEMh r0 BE UYQ MIEK 0.'RECIEO BY ME ENGINEER SEWER ENCASEMENT DETAIL H NOTES GONG IS NOr REOIMRED IF wArIX PAIN 5 MPRE MAN IB ABOK MF $ANIIAFY IlMFR AT ME W059NC LOCAnW (KMFY W Flf]D) vwnuw DwM v rArFR rs •r WAERYAw ANp ¢11FR YAW LROS9IIG4 91ALL uFET OpE REOIAflFEILLIR ax v' aw ~~ ' - ~~ e- a revue i Lm .c Iwnvlwm 1 a noa [YY nLDpie ter r C I~nR 11{ p6ra1[L e a wMUI v eb% au'v"# rWi. ui • - ~~~r ae ~ L w i9ue~NWr RWnun v qr ,eL rw Grx9o apOwE w,lY~ ILL p r FGYZ 9YGY. I9iS10x-OSSY % WI ~rc a (STN011t. R®HI CX6LSUKC - [ iW 4L1101 w.URINIO 4 w~L IM i® r0 Y® Bf0®E IaO~ NII@mglC RWrm1o® ~ ~R nrs -r- ~---- 1Yi 'm J N IF0.R La I IIOI ti a w D 4 O REDUCED PRESSURE BACKFLOW PREVENTION DETAIL WffH ENCLOSURE Nr5 wscut REnvtYD PREmRE enIXFtor PREwEnw pEN¢ Alm EN¢03V.RE wM d ACf.OwJAIIQ" wM MF YAYSACnxRWF wWrmE .SPEpRCArKws Arm REmIruD,9Anaxs Ia W 9 w a C - pit W e ~9 [ F 9 ~~ ` e~~ lJ ~ax W < ~B ~~ >4 _~ N Y w C O U C O J L O N O Z N O J ~ Q ti ~_ ~ N ~ j J Q w (~ UJ Z ~ ~ O ~ ~ U w Q 0 3 ~> o ~`iK•r"Nc ~'W~es! G3- CONSLRIICigN DOCUMBriS PRaECr min DRAWN DALE MAR O6 2]p5 Q REN9W-OS/O•/SWS SHEET C3 3 OF 03757-details i rcxsm ]PRIM M GROUNO~ WiE VyV[ PL YJ iFE I/] dWEIER O aF nPCT f /~I ~ ~ 0 rcnsrlr uatnu/ t-- x ~ aM v rRENCx soup qcK mPPOxr coNCREiE ixRUSi 91ttx NOTES 1 11 YIL PUSTIC OR CONSTRUCPON FABRIC SHALL BE WRAPPED AROUND PIPE AND FlTTINCS BEFORE THRUST BLOCK AND BALKFILL ARE POURED 2 CONTROLLED DENSITY BALKFILL IS A PUNT YI% CONSISTING OF 3100/ SAND a50/ WATER AND ONE SALK (B{/) OF CEMENT 3 u! CUT IN TEES SHALL NOT BE PERMITTED { SUPPORT VALVE AHD SIEEVE CONTINUOUSLY THROUGH INSTAWTION SECTION A-A SERVICE YARD WATER/ SANfTARY SEWER CROSSING DETAILS x lS SECTION B-B APPROVED FOR CONSTRUCTION GvJ•Munlapal Geotechnlcal Engmeenng and Planning ~, DATe rcwJSIYNr RLYEI gomt Jerome W Morrlssette & Associates Inc , P S ~Va l7QU Ca]Aer PE Road S W # 8 2 Olyss~a W a 98502 t t l6 4h 366 352 4456 Fx 360 352 °A90 CONNECTION TO EXISTING MAIN ,WPeov® Dwc .w wlgJC wags aaECim DAn: 6-l U XS owR cxo Are iEp tEW n.W O/LS/00 FIRE DEPARTMENT CONNECTION wraoYm Dwc ND weuc WFKS dRECroR DAn: 6-4 4 DES ow. cRD wn d0 M1w iE`x IEw 3/15/00 VAULT 6I5 U Vll(/IY YALLi W/ R2,r M1- 2-1]]P -90E'MUX VO M APPFOND EWAL ...~ INSINL IM AI INE FWI9I WABE Ov nK 90EWAltt 5 ~BfCCINL Ax0 BAd FlLL PFA ME (sE£ ] WATER WETFR y YANUFACNRW$ MRIilEN OErAIL Mls sNEEi FOP ; sPEdflGnCNS ANp RECpAIIENUAnWs wAIW uERF LgJSMULnew) 3 03W Fi i YIN ~ nQn DRAIN W/ MIY 2A Yf5)I nAW125S stm ] ABS PIPE 5(REEN DYER ENO CF DRAW rE11LM A$ REgIIRm PME. $EgIFE WJ SiNNlE55 (BCWINC AfW BACKf1LL STEEL 9AVp AS PER WAlEHwIN WFVIOE q' vAw.r uYliS mr RAarut r-I/2 wASNm aRAw ROJ( LNOER ALSO 3 WATER METER VAULT AND GALLERY DETAIL Nr5 - FlN191 (FADE SIZE A B 11/2 ll I/{' 15• 3' tJ 1/{ t5 j YETCR Bpx 11/1 -3 POLYCINYIEXE TINE rV'LLK R8 21 I 1/z AIE 'l-A ° µKM oao e.u vyvE I IA4C JqM (CVRB SrOP) LroRPORAnox vyvE eox oR a cNEac ryvE SrOP fB I101 pIA PVC RISER ]ERVICC SI.ODIE SEE DETAIL 0-13 ]3 I ROY.C E025 OR ROCKWELL SIS 2R sIAPE ro eox v.Rla) P2 c/ CURB ~ `~ N ~ ~ ~ CHECK VKVE IA GUGE • V4VE Iuurzn ' . A PPER ~ KING WI • o v O Yf1ER Rat ~[ ME VALVC BOX TOR $IOCXl1% OR OIINO iR.mc sEmNLS SEE VNU xO a-I: E (SEE USE l dA SCHfW1E •O P/C B NERLL WRN GP FOR OiNFA IMnAW110Ne t2 r6 NO (ORp PACK JdM w cDRPOR.no TYPE I PIASrIC UNE (USE FOO Bi-PASS VALVE F2rh P51 PNIWPe OR6C0 PIPE w/LOCKJ.BIE W 3100 POLYE1HTl£NE PIPE) ~ BFLL REOIX>71 PORO BN3. VLLVC I WI1N P/.CK JdxT t PEYNE I I/F -S WIE IP MRf.ps .pAPIER SCINICF SAppLE CItt OF YELM WASHINGTON ~y DEPT OF PUBUC WORKS INSERTS REgIIREO Fdf NL ' TO 2 ' Plfl( Jdx1S ME ER SERVICE z All ]ERVIBE L.o01E] slUll HAVE RUBBFA GISxET ANO IP THREADS CITY STANDARD FOR COPPER SETTERS ARE uvxOVm Dwc ND I I/ 2 -FORD VM A-15KA OR EOULL weuc wR03KKS glecmx DAre 6-3 Des oWx cm Dort cc iEw iEVI Tex 3l15ld 6 8q}µ0 B ]6 ~ NRE NNMµi L II H - -~ z. I :. L~~~b 'art 6 BOUNNS OMFJAOI w119JO1 g~f~A~R 2LRJ~ StE BgIAFO r L/YIV VIEW CETAIL P]RE xrpvWJr, sW~ I I PvwER RNq YAFy il. (SEE AROxRCiS I µ5J ELEVATION VIEW WnALL TIRE MYCRANi LLG[$ PW nK qlY 6 1pY REg1WEYq'R T AND GUARD POST (BOLLARD) DETAIL ors i ALL Prof VALIES FlrMY$ Nq OnIfR w1pMt V3D SNµL cnxFaRY m AwwA nwNBAROS MRSr eanov3. 2 ALL Ctl151RUC11W 9fALL CENFCRY N NaT.OTJI-MA SiAXpAgp$ S°EMGTdIS 30.ro EgnW µ0 tltt O° iE1L Si.W0AR0.S ] WS~i~Pµ~~A~ ~~~~A,~SACNRFRS ~ ~~ J J ~ 1 YA X v g /4 y+.' N VYIN IS B S y~, YVL ]~ ~ AY %XY ~!r~ r 11 L 9 > 4 y ~~ Oi unJir vast B23 u w/s23-rt-z-..,° w oR APPRON- EWAL O J NEOnxK IRV/FLU LYAWpM'0 wIFN NEnF wTTMAW[R (REgsIFR un asnAV W cudc rtE0 O] ] 4A55 30 axnl£ TRW NPE O J FIAV4 W WMe AOM1W O . J RFCUCfR (SMALL ENO i]M42 q0 YJf ~e ] GiE vrlsc (rLY» o> ] Fqw) FS 202 SWUI£ TAP %2 N TAP w/p 1IWt FW4 CF APPROY£D EWAL O AaRLSrwL Prof sYVmr [L.uvAw2m) O V.V.YE BOX W/'WARA YMKEO pI llp 10 YASIIG AH9 IJpJTAR SEAL II REYOVAHF p0.M pq]P 41ALL wYE A ILLNIYVY CGENIHL ~ 8 -0 ]-O MµtlN PUR NwLFO LN.TIC OOHS W M NWQS LOGIFD AT EAW EM E! nK OtYW4 OOCwS 9Wl NAIE µ H-]0 LOAD RAM'LW A4G5 MAi AR£ SV&ECt N ITIIH]F IRMIt. DOPPS 91.VL rz sotimc Loom wm rnav Wmnox Loa 12 vAlxr 9IAU DRAW N UAYUf/Ir aR slgN ORAw Q 3 WATER METER DETAIL Ni3 IC RttVO NOTES 1 BgIAR05 9fALL BE B LM8 B dµElpt SLMFpXE J0, GIVANIIID $IEfl. flPE FHJED WM LYlV4RETE AM PAWIFD WM TKO CVAI$ d• SKEiY 1fl10W PMIr 2 WSiAW MYJ tr dALAN05 HEAQ EY4nxB UIEJtIE] REgggE$ MANp IXGVAnW BOLLARD DETAIL M!S ~ .. ® i~~ ® u (~ w ~ ~ x 6dJ s ~tl B~ Q 3 J Q W Q C!' W Q Y C U Q J ~ ON Uz ~a LU O J L O ,Y, ~_ T W ~ Z~ J Q W U } e~ms•T.? Q ~w~ CIP1R6i @ M CONSTRL'C110N DOCUMFNR PR03EC1 0315/ DRAWN DATE IdxR 06 305 Q RENp0.V-0.3/d/20U5 SHEET C3.4 a 03157-detOds vALVE .KR sIEEVE sN•u BE SUPPORTED µO LCKilllm l5 SHOwN BFILW-RIGHT POST INDICATOR VALVE DETAL~ Nr5 NOTE WsrAlungv sN,w. eE W Acroxa.w¢ wM ME qtt OF vELI REaMEYFNrs Fvnslm cnAOE ]0 • RISFA ALMY Xldl I1`.EL e uc x wtotT (. s DRArpow ox \o alr) a uc 1 W /vE (.5 oRAxooxx W ro oFfl e LEAD a/orT (.s oRAwowB ax ro ars) e 8 MIX H21E. ¶1E 1RIRfl1 PJW VAYLi R[IWRES T1q VA1RT1 ANO MO COYREIE flISFRS 011E VAULL NNiAINs RnArs .YO pxE wYP ME sECwo vAUr cwrws rxp wYPs PL V. Ir 1r HOi dFPEO cuvAwnn FIXtM CpIW115 ro POST P9 CXANNEL SEE IYRCAL wYP CpllR0. 0 PYYl CETA4 d1AwMC /8 r~1 P9g LPFWaWIEG ro xEY ElEC1HICAL PPNEL olRECr eusv melt FLOAT SETTING VAULT FIBERGLASS DIMENSIONS FOR A TRIPLEX PUMP VAULT TANK BEDDING Paom ow: Na APPROKO DYC xa PM% PM% NTO YJ11/00 JEG PM% PNX MTO RESroaAnax AIRFACE SEE RES 1dtATd1 iA&E ABONE SF2 RESRWAIICN iPHIE ~„ l MIISN tlVAOE /I ~ /I ~ ~ \ ~ -\I ~ -\ ' ~ ' s \ \// ~ \// rtcsi Fl LL ~ s - / / + uaE p a And y f S ~ \ \ \ YNNLWN SIDE -W W L911R4 u \i \% R LL m ~ 3 m - / J Pggd[ .r~ \ / \ / SEMFA lWE ]/13-8~- g '^ RF£ DECOINC FCR . E PflE541RE ~ FTLxIRIE PIPE rRUrm Posr .1/. J.e MOT RPE DD dPPED GALVAwIFD CMANNFL rmxdrcrE RPE vhla PRE541RE `Ewsnxc O1WIm D 3. tl1ANtt N fil i~f1 dA F R n tl n RESTORATION TABLE 1 aYr.Y neopm aA«ru/ cv.mlrs% riE m.Arnw wawn onu eEaFDAYrs wmEO mnAV sir.¢ eAmu W'Y' m a g YYrAOe mP calm ~~ w v r l .Y w exenw C VAN1CVi ; WI a1ME B AC X ~~ kO.PMY~RRI O.w wAw eAY " vw °'°' . aw aV.1Ci N Yi awes am.rz 1m mwY Y NIYxIE 51M/¢ 1UI d61kw IDEC! eAO[ILL IuTN E MC R.91 DfeKwkrlmEwNxl mxurz n.D..m rzllralc Yw awc X1gR4ID~PUNRxtl ~Y ~y M9I GNIR 91ALL 6E wnAwY.ff owA _ I.rt A ~ mi.a m u+ R 1roY Desrve~R ~T VaMP~O 9fA¢ X/A rv Y NJK fI051NC 0/fCr R Ref liv4 f'WJJM 61C ~ GNYIfD 91wRFAQ IRK~AwY CITY OF YELM CITY OF YEIM $ DEPT OF PUBLIC WORKS DEPT OF PUBLIC WORKS REMOTE POST -RESIDENTIAL TYPICAL 9 PUMPNS~ALL~TIONANEL PIPE TRENCH APwoKn oYC xa AwROKn pxn x0. dtt ExmlELx ogre 7-¢ dm ExLOem+ pArE ~-3 YM A PM% PM% Mi0 4/11/00 JEG PM% PM% MTO 4/11/00 NO iE PWP CM IROL M'O ALARY PAM6 9IALL RE e OpFNW IA1 IRJ RJ EIY Ci S APPflOYED FOR CCXISTRUCTION • Gvll•Munlapal•Geotechnlcal Engmeenng and Planning er onTe Rif161p1! RL`.YY FleilQA APPROVAL Jerome W Morrlssette & Associates Inc , P S l7QQ CaDpei Pt Road S kY #8 2 04 EXP67ES ympea W a 9aso2 t t w 4h 360 352 4456 Fx 360 352 9990 I cA luvurm caPPER rdnxc Rurc 1LE roxlxc YwE Pill sERxxx ro YANXd£ RING ANO CDKR ~ // FlBEflQA55 llp fCq L17AT' fiE Cd1M~ ~~~ I Y e I. a ra°w rpwMC T~mrALrm examL wRE a-o rnR. AeoK RSFA w1M FlBER4A; uo d+ENW snrzul ING CR EWAL 51FP YAW ' Sd\mN1E J w PN: sAP PYC swxc aca v LLKS s. r eAU vALK, s . s ] TC wPplE, A A SL ] uux dA P Rmum1 (SL.s7 31 PVC fiSER REWIRES 31 MNL d CAST IRd <OKR 3• P4C RISFA REpXRES Jp RWC t AWkW1UY CDKR ]p PlC MSER REdpR6 JB TAM t NLY4WY C04EA SIpS M tA9.Y T IY (TP 'off' .r R ffLL1 e - SEPARAIE BASE WTE4RAL RA CASs W PUCE PflECASi Y1M SERVICE CONNECTION TRAFFIC BEARING LID APPROKp oYa xd wRIL WwY<aYiLrpR ~.rs ~-19 PM% I PMX I Mi0 MANHOLE DIMENSIQ4 TABLE WMN BAY Ie4iVgi9 zl(d owe' R • ~ ~Y x~ ~1~ wY /n w ua uecllw .rnaalrs wYw.a MAY e a' a Je a nv . srFP YI-1 z e~€ ~ =~~ lJJ e # ~ e u~ (..~ w T e~ s ~F~ ~ ~R~ ~ < ( MODIFIED) ROKII pNG NO / TIC wM5 M2ClM pA1E 7-2 PY% PM% MTO 4/11/ Ywul£ aW .w CoAI 01D1/R AWIS1Wrt SECRw ~ Mi Stl Ili msnxc cAP a RYc 3 xOrE Nnotkaute aM1all M1ow o .all (Ficknea £- al 3 mnmum iD 35 moxMam Po4A acnd6 .IO 9qf .c zR¢ Y Am 'p I ~RSC/.BTASE TYPE 3-48' MANHOLE xi1 s TYPICAL END OF LINE CLEANOUT APPROKn ow: no RIRI~Y.wxBpwf~n,. ~.F 7-20 NOTES 1 uAnwdLS ro eE ttwsdunEn W AaraO.wa wM AA91n1 Y-IB9 (ASIM C .T8) IIHLEIS DMWYISE 9pxN cR Puxs oR NDIm W mE srANOARO sadFlu.npvs 2 NANdKY.ES W A0.USiYp1! SECIIM $N. W. MAK ,f Y9tlYW LLFMANS SifPS W YANNpIF SMNL NAK B YWWLY aFIRYHY. YE $(AMOARD PIMR 'Y59UNEW5 YumOtE OETAYS J NCH-RE1NfCFCED CIXYCRER IN CHANNEL AA9 .91flF 91ALL 6E LU55 ]Ny ALL PRCCASi CENWEIE 91ALL BE d.\ss .ood • N1 RPE PENE)aAIIpIS WRJ ME YMVIgL SNNL E CdiEp xWOLV-d/!5 A/£ NOT ANpYEp 1 YANIIdE RWR AHO WYERS SMALL $ IN AIYOipAVCE wM srANOARD RAN 9-v TYPE I xA MIL sVRFACES glAu BE FlNSRm TO A551/RE NM-ROIXWC FlE WM ANY WKR Posnw e Au BASE aBriprdvc smL vlAU NAK A fwnuu Rm smwc]X of ea000 Ps Axo a RA®W nc cnPER XAIF (i ME BAJE W M 1 Y'WWY d[ARNRY. ] FCR CETARS 910wNC OiAK alxG L.N92I sIFP; NANpIg05 Aµo IW SUBS Sf£ STAMMO qµ WSd3IAYEdI$ NpE OETARS" 1 5£E nIE SiANDMO SPEO1fA MNS file .BRIT .SaINEIfgS n Au RK caxxECnw ro uxxNale suu BE uAOE wM NCR-N-SELL FlflOdF [MNEC1dPS ANO SHALL ~ WsiALLID IN ACCYAVDINCE WM ME YANUfALN/Ipf$ aEWWlfm. Andli fiSER sfCIIW NEMnTS SHALL BE ALWSIEO 41 rlui REUBIF CdMELIOPS 9WL HOI RE WSrNIm MIY QDSOt MMI ] NGIf] Cf ME MYi SECMYI ANR 1a usE eur sLSB wP rm uxewdES LESS rHUe ro RR Brow1 SFE srANOAaO RAN B-ax YANMd£ rYPE Y e 'MSfIIIAxWs YANMnE oErARr } T C D U O .J O ~ 2 Z U~ O J ~ N C~_ ~ L C J LL.I C Z C w W U W _~ ~ Na~gg ~ ~ ~N`ae Y i 8.• R ~~f~`- esv~ ca 5~ CONSIRUCiK)N DOCUM8IR PROTECT ¢1151 DRAwN DAZE MAR 0] SOS SN&1 C3.5 a 03157-details e_ a FLENIdE PIPE •M (EECtIOx 9-0116 'MadJi \99. SiANOMO sPE[VN.iTWS) NDTE. CITY OF YELM ME J v,LLK wY aE eELL mi DEPT OF PUBLIC WOF Ar ME Cd1rflACidES CP1Nw V >..+..u zm°naiSivM~^a ~"^~"'°~"'°°' w""°~'ba a~an~n u.~.M ~'~' %'~'°~ a is iz.u /}~/}~~ ~ O ~V O ~ n O ~3 ~~ o~ a ~3 ~o N ~ 3 ~ d l~ ~~ a m M o X" D o ~ to z W n ~- W ly r* ~~ A !n N P T /~ W 11 w \ N T N V b O N ~ • i ~i z n O ~' 7 n u LU d O G C C N m ;2(1 m~y N y OpO~ O-~ ~0~~/+ m~N ~~~ m~ m z$m ~o ~$ m~ wD r S O Q O O ~~$~~~^x~~ PE oog;3yo ~'7'~ FP'~c~" ~~gFQ35~~~ `Q ~go~~~~=~p i~ ~m~F~~~~r ~~ z~9 ~<m ~o' D "fl r ;m 0 D r s Q~ G O '" D~ A A 0 ® v uea~.cw .~n~e ~ ~ ~ ~ y ~ ~ A °~:;'~ STEP TANK DETAILS o ® ;m ui µ~..isw~ ~ •+~«~ W ~ 4 ~[ pp/~ pp, ~~ ~~pp /` ~® ~[ ~I ~ C ® ~ ® ~ 0 ~ ~ ~ ". :c IC V4 UO ~ Y@1 Y~0 ~ m0 IC 0~1 0 a s ~ x.~a, '°`~ RIDGELINE MIDDLE SCHOOL ArcAtteeture Anilrsts scAoo~ oestyu ~ ~ ~ ' '""'v'°'°' ~ <. Yelm Community Schools No 2 Thurston County Yelm WA vin . mn S i mo+ewwwco..~ro° m .~ :~ D Z 0 0 0 O O a so~-~ ~o=< F g9 ~~~ ~~"~ ~o. R~ .S y _ m= ~~~ ~~~~~ ~f~ ~~~~~~ ~~~~g ~p~ yF-~ ~~ pk8~~e ~G~~:° ~~~ ~~~~~ $~ ~~~~~~ ~E ~~ -~~ ~ 0000 00 0 ~~ ~g g a ~~m~ ~~ A~~o~ o ~+c o~ OwF~ s5 ~~ '<'~ ~b 9T g~N ~ z>'F 3N ~ "~ ~o ~ ~~=~s ~' gom~An ~ ~ oH~ s~ ~:! r \~ \ ~ // \ \\ / \~ / /' PARKING STAL c/ NM N MLL V ~ ~ ~ \~1~ / ~li / ~ ~ xCFO CCMPA ~ INSTAf1E0 \yyy~~~~''' / / / ~ X / plY DFEYEIY ~ ~ /~ c/i ~ ~ [rvPIwL) \ \ •~~j/ ~ ~~C i~„~ a ~- ``~ i ~Fa~ ~ \ ~ / / \~Gt° a V t rv \ ~ ~ ~ ~ ~OG ~~ t \ ~ \ \\0 0 /i~qP 0 \~\ \ /' //0 / /~ / \\C /~ ~ 7~ ~ D ~ / / / / \ / AS REWIFEO B\F V ` / ~~ , ` ` 1GPE ~ // orrm rEw uro ~ CD // 00 \\U lt~ol j / dE MU rcD DC / 00 \P1NOG 2~~ 0 (\` /~ 00 GSf~ / //~/ / / Ixsrru rEUOw PNxiED °o fra 0 S ~ +\ /.y ~ PArcYENr NaRaNC xD ~ P'n f X ~~ / \ PARRINC FlREUNE' A$ FEWIRED / f '0\ ~PN ~~ \\ \ BY ME tltt Ci YEW Ax0 ME i~ DQ T \\ j/r NO~ (1T13 ~' ~~~_~ U/F~ S xxI1E PAINIE- EETIE w cc ?IG PARKING FlRE UNE STA IIM GO (A-lINE)~- 5]A IfW GG (C-TINE) pI5AB1E0 PARKING 9CN ~ ®6/AI CB (il9 Ci I) \ ($FF AFOMlEGT PANS) a ~ ~\~ ~ \ J 1E PAINIFD IE w cc~w NO PAFgNG FlFE LANE' O ENO FIFE E PAIN LED NRB p \ ~ ~ ~~q f l``` 7 L`-`~ // [S\/ `~ \\~T ~ l GYMNASIUM ] / FF ~J560 ( I / / / / /® / / / BEpN FlRE1AxE I l / PAMIEG WRB ~ l I ~ , ` ~, S J/ ®\ ©! y ~/ 0~~~+ ~ ~l r \~ INSTALL 1Il(Gw PAdIED A. \ \N pp KYENT NARNAVG NO _ / J ~~ PAFI(INC FlRELANE' AS REWIF ~, r mE att a• w.N AxD iME uTaD / \' NSiAL / M1 \~ ~} siRlRn ~j tl ~~ ti Y ~ aoq ^9 %9 /~ 4 S6S~~I~C \ / p5 REWIRED RY ME f \ f piY CF YELN AND "NE \ \ NU iCO \ ENG LIRE LANE ~ ^11 \ // PNNiED fLRR W~ ti ~~ r r RIOCELINE MIOOLE SCHOOL FF=JSB 0 SEC 25, T 17 N R 1 E O\\~ NsruE Di~O55WI1X '41 l L . REWIREp AND IHE U 1 \ /~ k~° ~ Do° % \ `° ~ a \ ry~~ti \ \' ~ ~Y J win; PAw1ED Ic rre I x0 PARKING FlRE LWE ` \ ~ \\\\' \ ~\ \ \\ \~ APPROVED FOR CCNJ3TRUCTION Gvd•Mumapal Geotechnlcal Engmeenng and Planning E3v onre CL1gp'YElii PENEM ENWF-1 Jerome W Morrissette & Associates Inc , P S APPROVAL 17-D Cooper Pt Roaa S W SB 1 Olympia Wa 985U2 7110 Pn 3bD 352 SASb Fx 38D 352 5590 E~(PIRES /~~\ ~! 9 ~ ~O I\ ~i eoo ~~~ ~ ~~ `T '/A WE ~ `STA W990] (C-IINE)+ 1 $TA IWC0.W (B-I1NE) `t \\ / (lm) WSTAIL ND~ D µAfiY(INC AT ~ v mNE I R]-101 )~ / / / `~T~~ ~/j l l ~l PO fK / / / / E~ \i\\ / ( ~T~~ r_' ' `j J / / ~l 1 I I l` i\ ~ / \OJ ( / $1AY%NG HORS 1 aLL 5181%NC ANO 9GVINC MLL RE IN ACCPPOANCE MM ME MV iC0 iRE 19M SCHC4 g51FYC1 AND nIE tlh O~ YELY REWWEMENIS 2 SEE aRW12CNRAL qNC INESE %AN$ iCp 9W WC aND SMMING OEIALS ] YMIIE PAIN lED IEIIEF ]O C4 NO PARKING FlFF IANF ( ~~ / {/ l 0 F[ I / /H d Y I ` ~~J ® `~ I. 3 V / / I"` ` / ] F ~ / i ~~ ~ ! / ~ Y / m/N r ] n~~ l / ~ l p A ' l~ , ] T ~~ _ ` ~ / / r` 0 / 7 / / / `~ I f~` / ~/ ,y , / / / F~ ~ c % ` , ~ t o FlRE LnN[ ~ ~ ~ ST RD WRB ~ I a / x 1 11 ~ / ! usruE ND vAFNwc ~AT ANYIIIIE IBf _ . .. _i ~ ~ _„~a;, I PAIN LED ' \I `END FlFE LANE PNNiED pIFD ~ _ O O _ o {] (6A591NE A]~ m `INSTALL NO PMNWG Lfi6 (BASELINE 'B) AVYIIYE R]-IGI O fiF41{] OA ~lµE~ I N~B914d/W~ JR// INSTALL iB SiM SW~vY D~ /~D 1 ~~ e~~ GILL BEFORE YpI WC 1HE CW iRACICR SHALL BE NLLY FESNYSIBLE FCR ixE lOwnW NID PFOtECn0.V Ci w ELnsm+c ununES rxE coxmACroR sxau wan nu unutt LDwnp+s vRIOR ro CWSmucnp9 ev wwNC ixE uxGERCRWND LxA1E UNE Ar I-eoo-als-$$ss N uxw»s cs Aa »cm- Px~cw n Awr ctwsiRUCmw SCAtE 1 =40 FEET 0 2020 ® 0 l VER iiGAL OA NM IHURSiEN CWH1Y NO NI YM Ai W-50] aNG NNL RGAO $F C[NlER GF KILL ROAD ai Snl/ BAR aH0 16 SF CF CEN IERI/NE SQ-S)] A] 9G5 nl LEN RHINE NGYO }9 EIEVADW~ J{B 659 107TH ~ ~ a0°c S ~ a aa~ ~aex?~ ® @ ] ~ ~~ ` m?~ ~ ~Rtl ~ s ~~ ~~ >Q (. U C O J L O_ ~ Q Z U a N Q Z W O J L a ~N ~ ~_~ ~ ~ ~ w C Q ~ C /Z ~ U v Ln d' Y 8S ~a ~ DY QO ~~ CONSiRUCPON DOCUMENR PROJECT NI5] DRAwN DAlE M.+R Od 210.5 REY9W-os/D{/zoos SHEET C4.0 OF i