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zR-3786set
co 00 co 0 W 2�5 AS BUILT SR 900 SR 5 O'XING TO RENTON WCL Washington State Department of Transportation Olympia, Washington 99YA Scale: Horiz. l inch = 50 teet Vert. l inch = S Cfeet MP("i 7 to MP 9 . D'7 Constucted Length :2.3 U mile(s) o cc, Ns72 c T16 cc�. Contract No. 3 7 8 8 F.A. No. Contractor G. R. Y M E R L I Work Begun J (-A L ,:� 9 19 `� p Work Completed Au c5u S+ I? 19 2 I Project Engineer R R G 1 A-)T E K District Transportation Administrator fZ A v D C 2 S o .v Approved 19— Semtvv of Transportation 037- )7, �� 3 `vy R-378601 00 co 0 W INDEX I SHEET NO. TITLEi— I INDEX AND VICINITY MAP 2-3 SUMMARY OF QUANTITIES 4--5 ROADWAY SECTIONS 6-9 QUANTITY 'TABULATIONS 10-17 SITE PREPARATIONS 18-25 ALIGNMENT ANU R/W 26 ROADWAY PROFILE 27-34 STRUCTURE NOTES 35-42 uRAINAGE PLANS 43 DRAINAGE PROFILES 44-45 DRAINAGE DETAILS 46-53 ( EXISTING UTILITY PLANS 54-62 I PAVING PLAN 63-64 I MISCELLANEOUS DETAILS 65 RETAINING WALL PLAN 66 RETAINING WALL ELEVATION 67-75 CHANNELIZATION AND SIGNING PLANS 76 I SIGN DETAILS 77-78 ! SIGN SPECIFICATIONS 79-86 TRAFFIC CONTROL SIGN SPECIFICATIONS 87-130 TRAFFIC CONTROL 131 TRAFFIC CONTROL DETAILS 132 TRAFFIC CONTROL ROAD'YVAY SECTIONS I NOTE: FROM STA 65+95 TO STA 152+60 THE TUKWiLA CORPORATE UlAi S iS THE CENTERLINE Or THE ROADWAY. 6.77 STA.173 4- 26 END OF PR0JE`,'x' 0 I�oo 20oo APPROXIMATE SCALE IN FEET RHN70N ....... ...... ..... I ............... N SR 909 M P 9.07 S'1"A. 51 + 59 BEGINNING OF PROJECT FOR "AS CONSTRUCTED � ONLY -------------------.--- ENTERED BY S SUPER .._--.. .--- --- P(clow TAT I FED.AID PR0�1.N0. OGRAM DEVELOPMENiESR IJIVISION Washington Stote ALL'•rE-s cr P:aKS SMALL Department of Tronsportotion 800 SR 5 O'XINQ TO RENTON WCL IO WASH CHECKED BY C. GEORrnE PROJ_ENGR. S. Evg:�l'TT -- — - - xUxlER 90W022 BE D'EMEC AP -ROVED 81V THE.�Op ,04TLAE AHD $'AIL° ON THIS SHEET jg — DIST_. ADM. _--R 4,v)6SvN _ _ ASSAi7ANT SEL'RE'ARY Mw.h i6 INDEX AND VICINITY MAP:::] /3z "*TMACI "0• REVI STUN gY DATE DATE ;egg FOR ReM P9CGD. VF.LOPMENT- [ETS .^G 400'19 V 1 . ONE, R-378602 Q0 00 co 0 w VTR CT E NOTES , "•' i 1 i ' y/ GENERAL NOTES - N',rE: { " Y ! : a : s i W } 6 .a i 14/ t i 1 N ! i I T�f SHEET NI+MSER OF THE ':OUE" REFERS' '4 rHE PLHN :MEET Nl'n8fR -1F THE t ne - �_ o t o t � S j W. t 1. Requlrea Bvurled End Section. :lee C^NTRHcT FANS. THE 'EC!,NO f0MBER r. " �� �� zs aaie 'a �.i s 1 ,�. • �'� StB. Plan 8-70. ?EFERS TO t-iE ZoN,rFlichwi FfRTJRf K FOUND UN THE PAVICULAPRMqutres Beveled End Section at the Inlet and Outlet of the Pipe. .ive St4' Plan 8^7a. 3. Rana" Concrete Header and **piece FILE N',MEs: 1 Ilan G euSeeQ w ecESrSection. See S d. ecial Provit.nsi , , \ 15-Mar-+O t i 4. For Ri prap Detail see Drainage 0etaii -.._-- , , a :------ :------.__•___---------• ,•__-_..------ :-------:-- ---- '•--' ------ -'- - -- -- ^- _^ `--'-'- --•._ _•._...• •--•-'- '----- -----•- -•-'-- -'---- --•-•- -••-•- '--_----__-- rat Mo. 44. CO'+E LOCHTIuN ERCN W K EnCH ` C.Y. L.F. . L.F. t L.F. C.F. 1 L.F. 1 I.F. 1 L.P. EACH i EACH i I _____ __ --__._-_____-_-.-- - __ ._ ___-_ _ .__ ___ _ _____ ______ _____ _____. -____ _---- -____ _____. --___ __ -_ ......:- --- - -;- - - - - - - - - - - - - - - S. Remove Concrete Header and Install a 1 4 Orate inlet Type 2 iSee Special 1 , :..----: ---------+•- ------------ -'-'------^: --..---;-----`- - ----- ------- ------- •-•--- -.. ... ------- ------- "---- ---- -----`- ---'-- ------- --•---- -------- -`----- '-`•__ `•----- ^ --'- -- Pravisions). 3S-2 S3.30 C25, Rr., }0 14% It,r I 12,15 , '1:------ '-------K-`•--------•---------•:----...- ------ -----. --------------- ----- ------ -••-- ------ ------- ___.- ---- ------ -----•• -_..--- ----•- `-----t` " --'- -`--- ---••- `------i 6. Use s Uaned Brat*. 5.-- --- R-- F3A,i} _--.3_ _--_5i+70 2z� l• ----- ------ ------- ....------- - - - - --.__ ----- - --- ------ - - ------------- ----l- -------- ------t------- 1------- 7. Remove fi oveP12^ Concrete oi reieCulvert Pipe �t.4 ------ 53•Bi tl' -T- - -- ------- ------- _-••- - ^- -•--.. .---'- -..------- -•---- --•--- --•---- ----- ------ -----` ---- ----•- -- -- ------ '------'----------'--------- ------'� --- -�--•---- ------ - r..----------•- - --- - -'--� --- " ---�-- -�---- - - - ------ ------ ------ -�--' ----- ---- ---...- -- --- ------ ... 'c-ne: o E., st. 0 3. Concrete ' t t •1 - n 3S•S 55.84 04' ?r., S i 1 i Culusrt Pipe. -1 `} ?:•-E SC#<'S (2 3' Rr, rr+ 7543 144+' i 12 9. Acceptable Alternates for STORM SEWE ------ :------------------------------ }-'•--'•:-•-----;-------: - -•- -`----- --•-• ----- ---'--- ----- ------- ------ - ••-- ---•- ----- -----• ------ ----•-!------- :------- :------ ----•-- PIPE r e: aj A4+i4 '.32' RT.) i a. 841vanized Steal Storm Sewer Pipe: r ' I•t ' : : 4 - Tr. 2` witth4weldedkor ggasket-1 ,:,_..___.;.._•-.----------------.----- `-1------- ----•- --- -- ----- ------ - ---------------- ------ ------ ----- -`-----------' ------ ----•- --•----1--•••--}------ `-:------- lnn i.udinal seam! @. 0t64" CAI C)': 57.19 t1' P1.) 1 I : 1 : f ! i I : 10 diameter 3 inches Tar or i-------------- ----------------- 1------- :--------:------- :- .-------- «-^ - -- - - -- - -' ----- ------- ----- 1 •`- ----' b. Aluminizad evil Storm Sewer Pipe: 35 9 } SB+S3 •33' e'•' - - ! - - L - 8 3,4 - Tr. 5, 0.064" thick. •+•..,. 1�;..._.._•; -------- ---....__.-____... _ -- -• -• - - --- •- -- - - --•- - -- --•--- ------ ------- ...--- ----- - ------ ----- --•-'•-- ----- -----` ------1------ -`----------- Plain with askoted or welded �! 10 60.4> �1' Rr. t �, 10 and rewe4e!igile Iamgikudinal r I t u ------,.-... ---- - - - - ------ --- - - - ----- ------- ------ - `.. -- - ---- - - " -- --•-- ---- - --- - -- - :.4K<. 0.06J thick, 42&nwtor 3 60975 (27' LT.) 1 1 4 inches lar .r, _;_ .._------------------------- •-- ---- ------ -- `- - -•---- ------- ...-.._ ----- --- ---- --•-- -' - -- -'--`--`- -•---•` ----- ' --••- ------- luminu. Storm 5suor Pipe: 641:0 11' ter.` !w 10 - Tr, S, 0 06" thici : :-----------------••-- -^- -------------- --- -- ---- -- ------ -•- -- ------ ----' ------ ------ ------ ------ -- - - - t - P)ain witA gasketed longitudinal 4,6 seams, 0.0,, thick, diameter 3 --` - - -- - - - ---' -3-- - -- - -- - `•` ---- -- ... ----- ---- -- ------ -----' ------ -- - A __.. ._..__-_-`_--_.___...._ .-;____ __ _ _ _ _ _ _ ____ •_ • _ ___ _. .. __ _ _ _ _ -__ __-_ inches lar - , r ,. i Spiral Rib ..arm Souer Pipe: ! P ------- ------ .___ ____-_ _-- _-_._ _-_--•_-_-_._ ------- __..--- - lain aluminum or lain narrow 'E•1 : 6700 it, F.I.) : i : : i 10 i tch aivminited steel, 0.064" .-•--:•---...---......_---_------------ I------- :------- (•_---• ---- ------ ------- ...... .•---- -- -•- -----' -- ------ -•---- ------- -•--------'-- ;J't:, .6.2 6i•i5 t2r" LT.) ! 1 i I 4 - PIaiA aPlluminized steel or plain `�_3_ ____-------- --- _r )-_._____ ______ __._____ ------- _ ______ ------- ------- __--- _----_ ------ _._.._ ------- __-___ ----. ..__.--_--_------- ------ ..�___10 t U�0b4' thick,sl+FNintavd stely 76 4 i 4.74 ti' LT.' 1 i -1 IQ narrow pitci,igaivanized)steel, t , r 3E-5 74+4i '41' LT.' Tr, 10 ! -•-- -- -- --•---- ---- ------ ----` --- -- ----- ----- ----- ---- ----- ---- - - -`- ... --- - -- _` - i10. Remove Catch �aFin and ►lug tA4 1nie+: -75+r2 v4' lT_> i End of the Pip+ &With Conc. p Cla.is --- - --------•--- - - ---- _ ----- -----• ._ _ _ _- ----- ---`• --•-- •- - -... ....-- •---- - ---- ------- 1------- t- ---- ------ `--•'-- ------ ---•--t-..__. .__ (See Spacial Provisional. 3b-6 i5+25 '2',' LT. TO i., 48- 1 1_ ---------------------------- t...... .....--------1-------t----_. .__-_-__ __._ _-___-_;iL ReR7Ve EvlatinR 1Z' Cencre*.e Culvert e4.5v-iJ2'-LT,t..----' _••_`_ _.-.--- --'•- -`--• -..--• ---•' --'-•- -----. _._-•- ---.--- -'-----f Pape +Se♦ Spy':tai i'roM:•lana;. ------------------- r0-•--- --- •--- _ - - ---- 1------ - -- ----- ,_ ------ ---•-- ------ ----' ------ -•---- ----- for Edge Underdrain is { 1U. g Details See [] ` i(�� ❑ -i- 1 � � -i- •1- -i- -i- Drsina a Detail Sheet Na. 4'i .see ........75•75 (J' Lr.._...... --- 'I" L�"li•�li .. _ -........_ " _ ____ _-__'--.._-• ------- _• - n $�� 1 y -- Y- , AN-;1.Tt , :J iLY._;__ -- } SPsctal 9rovisi ns). :,E,-9 ---- 77t73 �lt' Lt.) .`-1 t _ -` - ---- - -•----- ------ ---- ----- I - ----- i - --- 1 drain Details. See Drain �T�2' { (� r� �'j/'� {� �L�('� 3- -3- +10- 113. ror'6" Under 36.9.} _ - -7 ?S )At LT.; -TO ..- 1 � i�I A L_ t CC1 he D 47V®[� I�it.i• - - -- -- - 10 -- -- -- -- - I------ 1 - -- ------ ^ - - detail Sheet 4S. R _ _ _ •!- -{- !- -I- -- -114. Fes, Concrete Header T Pe A Reutsion, , , r ' .� < 7-•06 --- LT-' 1 t t 1 i 1 1 1 Fee 0raina9e Detail S •et 44 C'ise '`V�,t '' i� ;�1:. t.��i �iV 1 9 I MO; - - - `----.--t--- -- :------ ----- - ----• --------•-f--`--- ....... ._P ..._ _.-_--.__:---..._. _3 _._._ t ..___ ___E_j' t _....__ f":.-"`i- �_ ` "--__ _-_.___ _ __-. _._ ------- -__«- .- ____-_1 $ lC1ii Pi4ris.4n2). {`w ? )7-1 1 80t00 t3°' LT.. TO !- tL �1 I'� �3 1• 1.16 t1S locstedwatnoroF ,As undecdown mutt t lit ---- ............................... .__ ----- -- R-^ - - /� - --- -`- --'-- --- ----- •----- a n of all Cites connected to •-2- ! 1 -!- ;t t Ptt { -R Y�}yj i -1` -i- -i- -t ale ti., s pipes d I� 80#50 <28 I I 0 {,"q j�(�� 1 •t- i drainage structure. f - ... ._.._..--.._..i.-._-- `- _ --._------- LT.)-` - V� P -a;144 ee -SSV_ asI'__ i-_-•-I»_--•-i`---•-------- S- -- * •� 37-2 800SO 12P'LT.) TO i «t 1: 1 I1 4,16 116. Included in Agreement UC 270t. :7 `-) --•- --•-^^02.50 :]2 t.15,161 ...._.• ... - ----• ------ -•----- I ------ ----- ---- -----•- ------ �!nt"- N'_ ����•i�s'�so I '- '- -- -•-^-- -`-'-•'t_..._--- •--•- -r-92t50-G---------Tp-----•I------- ------ ----- ---------••t- ---- ------ -------i--- t �3' --•-- � - -^- -_-__ •--__ ._•_..I_ _-_»fr - ", - -^-1-------1-....._. _... _-.----t------- ----` ---•--- ----• - --- --- -- - - ----- 3-----_ 3 ..... - :1!}----- ,� 3 ._..-_04+84-t51''LT. _`__`_•«-_ I 3• -I• _1- -i- -i• l --•------`-- •___`_.---- ----- ---- ---•- ----. ------ _ - -•-- --•-- - -..._t------- I-----' ` ----- ----- ------- 1------- 1....... I ------- 3-------t . } -- --- -- s I - - - 1-- 1- - ... _ SHEET -TOTAL 1 8 3 @ 0 7 t 2SO 0 J963 08 ' O 0 ''s -0 8 t .0 0 .b 0 0 0 1 1 - ^ ......................... •--.------- ------ r'- --- ----- ----- i------`t - -:- '-'-3-----` ------- ------- .--------------- ----' ------i-------l-----•-i -� by i TAT FED. AID PROD. AID. HIOHiNAY DIVIs10N • • • _ _, - << DNawm 10 SftAS14 WshingtCM Stott5 01M Ramm Wft A = CwECmED Vj;0 Departmentof Transportation z 0004 ENOR . 9GW022 O+ST ADM lAa sip. _ ..._ mt_ -- T AT R ISEN- A PROVED a7 1 1 EVir� i t F ROT FORM 221-M R/11/87 '5RI41 R-378603 Q0 00 I W STRUCTURE NOTES SEi1ERAL NOtES T4E 'hEE.I IU T.:'L4N NIIN' ER AF SwEFI htirFEi THE "[OCE' a'ErER:: OF Tt.Einquires •.z 8ovAlot End SlCaiOR, »e :dy5, r i -._i 7r.D NU'![•"R z �' u a :r e o Iz.c i a.i >a ci - a i 2 $ i Std, Plan a-ta. R•Fcp; 'Ta i4UNU Tsar :Nc TMt l,!N:I1'U' -jell) Flx1 li{ ,Ac ::wEff, :_ 1 •� :i' •- i _ "'r^ 1 -�^ �-' �'^ ••• 1 e m :� i ' �, 2 i i QIt ; 2. Requires 6woled End Suction at tho w w i,. 1pirr srzz 1r� m � l mz t t lrle# and Outlet of the Pipe. 'lee $t= ,.+= 2 rl an 8-74. 3, kerovo Concrete Header and Pepi4c! FILE NAMES: 1w _ with a Beveled End Soction. Sr-r Std. o c n i y o c i i ; Plan E-74. (See Special Provisions> 0y;2':53 nN r ..dW0 !S Nsr-3t) n i 1 i S 4. For tipprap Detail !• runagt ttat 5 0 0 45. 130[ lnCRrTr)N .- ._------- ------------ EA(N En h EhiN --•-- -- --- ------- ---- -- ---- - ------ ----- ------- ----- -- ---i-•------t--- - (.Y. �L.F, L.F. L.F. L.F. 'L.F, L.F. L.F. i EACH ------1---------------------1 1 ERCH 1i i 1 Sheet Mo. :------:-- -------......_ .------------ --_.. -... ._ -- ---•-- --- -- -- -------;---•-- -----• ----• --•••- ----- --•'-- ---•-- ---•-- --•._ _..__. -S- 1 1 -1 -2- ••S _••_--- ----- _----- ----•- S. 1,16 rw i+e C nc► tt r d Install a R e u • Heider an to Inlet rgpe 2 (See Special )7-1 61.7� 95' Fi.+ fv a ______ -----_ --_--_ _-____ _______ ___--_ _---_- -...-_ .__... •- -_--_- Prat• rovisions'+. -- .... __ _..,-------•---------- ----• -•- - ------ -;- - • -- ---_--i•_-•-- --_•• ----- -------------1------ .- -• - -••- ------ •- -- -•--- - -- - --- - _-.. -•.-2----�--------- -------- S. Use a Vaned Grate. )7 ! 3•.. ' W PT.a TO !S ; 11 I i 21l,15,16i - - - -- - - ---- - _••--- ---- ------ -- -------- ------- ------------- ----- -------2------- -•---- ---•-- ------- ----• - -- -- 7. Penuve 12• Concrete Culvert Pipe 94,'4 '.44' P T iI •. _, •_••-•S - - - - - -- --- - - --- -- - -------1-------- t5/e Special Provisions). ---- ' '�'•b -------- 3+1•:�U -- ------- ------ 34' ,2'. - -•- -•- _ - -'•-" - - - ------ - ------ --- -- -- -- ---- ------1-------1 ------ - '. S 2 1 1 S 3_!6 - _...1a.,, '3S' kT,,-- �;-� ;y: - - - - - ---- - -._...- ------- ------ ; - -- ---5-------: _ _•- --- - ------- ------_------- ------- ----- ----• -8-1--- B. Connect to Existing 12" Concreto e. iJ -;r-$ ---- ----- -•--- if. - _..._. . 0 e.� 1 „ -.._ - - - - ---- -- -i------ ---- •-- --• --'ri;. --•_ - ------5--•---- -- •-_ -_ - -• - •-• -S_ S- ^� '�' 1 ------'-------;_----- 11--- 6i 4. 1 Acce t p ales for T 1 able Altrrn S is M SE4E M -I _ir S i PIPE are. @a!vanizod Stool $torts Stuor Pipe B7=ti 7ri' LT,Y - - - --_•-- ------- .... - ----� - ----,- ----- ------ ------- ••----- ---... _•_--- ••---- -I------ ----- i -----• - ---- ------•-1 -i! -! a. - fr. 5, 0.064, thick. .�r-� TI ..-. 1183 :12,is, 16i - Tr. a or qat 2 with utld d q k.ethi - -- -� -^ -- ^ r - - - - - - - ----' ------ - -�- ----- ------ -- _ • -•- -- ------ ----•-- ------ -------'------- -------'------- chant 0,054" thicl ,r,tt :.>' 2 diametedinat 3 inch larger _...94. - - -_ ---• -- --•..-- ----- ------ ----- ------- ------ ----•------- ,-- ---•-- ----- -----• -- -- b. Aluwin►'td Star, ,suer Pipe i 1(t 3E LT, r r+ � 1 1 1 i 1 8.9 I6 1 hitk. Tr. 5 0.064 lha:k. 01„ __.-___.• _ �.{ L..: �' +ram - - --- - -- -- _- -_" _--_- •_- ___-_ .._ '- -_ _ - -- -- - - - - - -- -;- -i -i- •._._-t _..--_ __.- - -r---; -1- -1- - Plain with gatketed or welded ;q+ LT i ---•--- - -. .----- ----- - - - --- ------- ------ ------ ----- - ----------- ; 1 -----_ ---- --------------5 and roNotalazed longitudinal seaxt, 0,064" thick, disl+stlr 3 ---- ---•- .. - -- _. �1 N• Y""hl- 1 +{���I 1 ,4,3 t =9,i�--; inUht larger.is -{,7 -- r -.�--' ----- - -.... - ------------ - - - - - - ------ ---- -- ------ _ - -- - ---- --- -i- ------ ------ ------ t. R1Prin5� -11 .. -4' LT.: {V M OtOG�" thick. ----- k'•,i -_- 34 �"' -- .._ .' - -- - --- --i- -- - ----- -i---- - - - -- -- -- --- - --- -I---_- - ------- --------1 S 1 - Plain with $asketed 1�ngitudina ahaxs, O.Tt6 thick, daaNrter 3 _... _1T_).. - - - .._ - - - -- - --- -- -- - --^ -- -- ----- - --- ^_- - ---- -^--- ------ ------ ----- •--- - -i 1- i tfibritorn Sewer paps: Lf. fR �. �.,�.._ ._.... ----- -- - ... --- -- - --- - -------i ------ - -- ------ ---- ----------i------ ll,!6 ; ----"- ------5--- ----i d. 5}iaralho - !lain aluwinuN or plain narrow l'` i`pitch aiNMl M zed 5t1A1 0.064" -- --- -- - ------ ------ --- - ------ -_----- -------- -- -- _ ------'------- ----- i------- i thick. S ------ -----------_------- ----_-...�-...___ 1 S 9,16 _ --.._ -__-__ ; - Plain aluNinized stool or plain na.^row pl t+al al 'iNl natld Steil, v,+ a ;a= LT. .'�i ----• --^-•- - -------_ .awe y-------5- -- ----^- -- --- --'----5----`--i1i,15,1E'. or Tr. 2 _ •i--' -- - -'^-!-J�re•?• -- -'---- ---_ - ---•---1 _..---------i nrrretr wgpitchigalvaneel 0.464" tfiitk. yLt.- Y-- _------- t-------- _ ..................... ki.� /> ({� --- -- _ -••---�_ - ----i----- ------ ------^;- ---- - r-- - -- ----- 1 1 ; i i •i 1 -- - ------ 110. 1 4,9 1 Resou• Catch Basin and ►lu+) tho isle Pig* With End of t!.o ►ipo with Canc. Class C _ .. - • - +"� .. -. _. _ _: ... _ - - ----- ------ •-- - -- --'- -• -' •;r - ----•-- ------ -; -----1-- -- --1 See Spoclal Vto ;i4• LT,.. �... i-i----- -1.......i.lNov• EAistin0 12" 'encrete Culvert '• i Papo Spra ►rovis%ons). ' 11 _..,....._... 9.= 4' Li + - - ........... i - i- -... _ _.. -- -- --- ------ - -- -- - • ------- - - - ------ ----• ----.-; - -- (Soh al :i 2', v <• %>' :T.. i--- 1 i 1 4,9,_f 112. Fur Edge Underdrain Details S=re 'spit _.. ._... ._._._... - - - - --- .. _ --. - - --- - -^- -- - .1_ - w s,.�--,�:,it- - -- -�•r - - - - - —` - _ ----- - - 5-------- [it him Detail Sheet No. 4� Provisions). _ _..... 7 _�_ _si1+".w_ I -- ........ -------- t 1 16 13. pedal For 6" Underdrarn D• ails See Drain. ._-_. -- -' -•- --- .e*��P+ �t+F ---• - - -•------- --.__- ___.. _-----�------- --••_- - --- - �-----1 -i i�- tt-- -t ----- -----_ ...-- _ --------I •i Getaal Shoot 4C. ,.y., ?r,a '= LT.> _ i i 1.4.16 .....,.. _-_-.-- 1'..__ _.. ..... ._ .__ -•-- - --- -1- -----1- __-_ ----- ------ - -- -- ;--•---- ' i- -__- ------ ----^- _ .._..- 1 i 4. Concrete ev a°or i pr A P.euision, yy DrainaSe Detail 'iF!!t (See itc _ _.... _..i ___ y6= ... _ tr.+ IC .. _�. .. ..._... i ...y-._ _. �_•-_.- _ 60J �I .._ ... .. .. ... ..... __.._ -- -• __••_ __-_-.• i_. -__. _..... _... •- _- -- _.-•..-i 12------: --_..- ._.. .-. _..._..._) .'. ____ Set 44 See pedal Pr'ov.i.ions). j .9+ PT., -- -. ---....i--_-.. -•-• --.-. '- - - S i ---- ----- -- - - 115. fhr flawEtRe ^' trtr 1 .._._. ...... ...... • ;7' RT. •._ -- _. - - -- ._ _ -l- --•---i-_. ' ' � ' !- 1 1• •��y+� 1 1 S 4,16 vnderdraan ipiust located at a�•� '30Vt the CPONn g.4 ,r•: _ -••.... _ - - -. - _ : --• -- .....-i- - -- -- -- -----------2-------' ---- - --- ;--- T •' T - -- ----- :...............' ----- 1 ----- 1 olovatio►.t 01, 11 pipes connected to r aq• " Lf=5 -t0_...-. '2 __ 1 i 1 1 S i 1 _'-; - - -- _ r_...i---•- -- - -S- - - -- i--- ---: _...--i----- ------- _ --------i-------i ; ; t- 1 4,16 ' ---- - -- ._ .._.....116, drainage structure. ;I.b_ y„+.'ar 5' i.T, _ _ �r1/ t S included in Agetteent Uc 2701. — - ---'- -- --i -•--- -- - -i •----i------ ----•- -------i----1-------2------- ----- -----1-----•---t �•. E' S.T. __ -_ --•- -1 --: _ -- ---- -1 S i ; S - -- -- _- ----- -S- - -•-1--- -- - - - •----I-------1 .•--••�• _ _-..--�•----- -------i-__ 1 1 1 9,16 •--i --- --�---•-- -►�----} -' _..__9.{,5 so, Ri•i TO - - -- -• - -'•-- -------------- ----- ------;-------: •---- ------5- ....--� -- _------ ----•- 1 ----• -•-•- .2.16•. �.a �•c ) �------- f-------'-------i , i- -0- -_ _ ---0.1 r_r i--- -- ------- i------- 1-------------;--_.. --- --t•----•5------ i -_ i ................ -a i 'vTRL 0- 0 0- 138) 80 0 i 0 S 15- 0 2 pr 0 1 0 1 13 i ISE i 1- 0 1 1 ! _ _ ----• --- 1 ---• -i - -`-------1 ----- _ --- 1 ---- Ii4T FORM 22' P "2/8T 10 PRC,J• NO. j HOO14WAY Of VISION P3 R0 ED AM wathington State Ur Department of Transportatim . t on 1O'tci!!(i TQ RVIFT001 Vita STRUCTURE NOTES 41 4no 11� R-378604 Q0 0000 co I I W tl ti ST UCTURM NOTES c •.+ w I= S ; i cErtoal NOTES "CODE" THE SNfE' PLAN N tn5EF' F' TK PETEP�; O "` i : a 1 i. _ c Section. pte t►lan T, THE ! t 1 ipNfFai'T S�rIEET N.MBEP 0f ThE Pli1M 1 m n — cs - - ;�.s � i � .,, ,�•,,, ; a _ 1 2 _ r 4 i i elr� ¢¢ Rvele En- aee IFii SF.fi�Nb NUMBEk : z `• i.a ••, a.s a �• s .- PEF F'S Tv E THE +'C'N=•'pll"'f A tl IU FEAT RF. K c.ra G z zo i keguires FUUNC ?N fNE �AcrIit'!.Ar ShEti. 1 : - •' •- ? 1 '; Y J 7C i i a a = 1 2. Beveled End Section at the Inlet Outlet the Pipe. See . L � wt. J and of VIP.xi c•p ..- W- 0 1 cc Std. Plan 0-7a. z : :.•-' Y"• u`+.« ,� Rena+e [onvete Meader and Replace FILE NAllt�; ., 1 -4-' ' :� s a i a c•.• _ ; Cs 1 with 4 Beveled Eno Section. See Std. i Plan B-Ta. (See Special Provt,toW Ot:53:17 AM , T ca F 1 1 air a 1 1 2 ' 15•Mir•91 1; 1 a 1 i 4. For Rippra Detail See Drainage Detail - ---------. --------------- - ... -- ------- ------- - - --•- _ .. ,- ----- ---- ----- -- - -- -- ------ ---- - _ ----- -- - - ----- - --i--' --- ----- ------ Shoot N0.�S. ' C ;E L6,:.AIION EACH EW N C.Y. 1. L.F. L.F. 1 L.F. L.F. L. L.F. EACH ENCH __--- _-._ _. _..__._ -'--•- _--•--:..----_-�-_-_--- -----_ ------- -_--_- ___F _-- ----_ __f -• ------ ------- -•----- _-._..- -_-----1--_---_1_-----_ S. Remove Concreti Hodder and Install a 1- fira te inlet Type 2 t5ee Special -- - - ---•-- _.... ------- - - - ------- -- -- ------ ------- -- - ------- ----- ------ ----- •---•- ----- -...---- I:::l+Ui c:5' LT.f ; 1 1 --- - - - - ---•--- ---- --- -- - ---- -- .___ _..- - •.-- - -•--- ------- -- --. - --- ------ -------1 ------ ----- -•---- -- -- -1 6. Use a Vaned Orate. ' A 4 $i#wri (42' PT) . 1 - - -�17- - - - - ----- - `--i - - - --- - -_ - --... --- __ ------- --- -- -.-. - -- - ---•- --- - - -----i- ---�------ ------- -------I 7. Rc'mv 12" Concrete elwert Pipe oncreCli 6-Lt i.r�r L;_ i - - - - -------- -- --- - ----- -•--- ------ - - ------ ------ -....- ----- ------- ------ -------, ---- -•- - ------ e _.. -tt _. ....----- ... T. iO •._ i r - ` --- -;....-^ - - - - ------ _ _ - - ----- .----•- - -••--- --- -- ------- •----- __ ------- --•-- ----- S. fm ts+;ng 12" Concrete y++ge t.•-`T -- •- ----- --•-- Culvert ►o 1•ii.+,?7 :Eli. i0.__.. .. ._ ._--- ---- --._. -..-- -....--- •---._� ..---- - -• -•-•- ----•- _----- ---•--- ------ ------- -•----------:---4 9. 3:..-s'l.tL'.a :Ilt.rr•.tvs for i.TunM 10 ................ _._ _. ____ _ ------- ------- --._ _Err." ------- ----------- ---- -. _._.. -.- -- - - - --- - -- -- - -- - - C 1 - ---- . - - -- r5 1'LT, - ----- - - --- ---- -T.t ----- - -- -- --•--- - - -----------1------- ---- --- - ------ '`_i: it .., ...-`S' RT., Tr) - - __.•_. -.-.. -- -_ .. _ ----- ---Get- ---1-- - - --- - ------ '- ""' '�sm. - ----------•--- •_ - - -�.- __. --•-- --•-- ------ _. _• • -•-• - •_ __.__ '---_ I•--•-- -"--tiotan,iN-- `---._�•_-� _.+_.- `'s, if., re 1 475- - 3i- --- - __ - - --- ----- ------- ------ -tic, 23' kT I tiO_ _._....1 ,•. :1' Ri.) .._... ---- ------ -- --t --•-- -' --- -------1 - -1- ---- ------- ------ ------ •- -• • -----••S" •-- " tltFi,u.a- ri •----- ------; 4r_'• lt_ ')' FT., Ti• --••' - - -- - - -- -- - - - - -- • ------ i----- -----•-;----- -- •1 _ 14- - -• - -�----_ - - ... - -1- --- -- ---1- --- __• -_ _. - -1- -- -_ _ - _4fi_' � .....�•' :--54' DT.t in.....- .__-. _.. .--i--_.•.. _---- •---.. _..__-.._..- _._... » •---I-._--- -._-_ .-_tit- __- ---- --�_ 1 ..---•i__..-.._� 1 3 • '3R �34' ki.: i i 1 i 1 i 1 i i'4n,A 1 10 rlir l..) •---- __... _.. ---- --;- - i• - -- - -- - - ------- i-•-•- -- ,------ '•^-,- - - ; •--- ---- - - '._.. 1 -- - .._.. i -_--- ------ ---- ---- -----I -•'. -i --- -� --- -----i 4,.r-•) i,r. �:O FT.t TO i i -1 1 i100 i 160 i i I ' _.._._.....--- -•... -- - ---- - ------ -. ..-1-- - '-i _ _ - --' -------I------- - ----- - -- -•---- 1 _ _ - .. ... - -- -- ._.-. -- ----- -- -- ----•- ----• ---- -- ----- --- - ------------- Toi �: 1. 1 :- - - ------ ----- ----- ..• -----1------ --- ----•-i ----- -------1, ;an t1 Iis, Sd. LT, TO -` .0 f• ---•- TEIIE;' PIPE art: A. lialuanize d 5tttl Storm Sewer Pipe: - Tr. S, 0.044' thick. I- 9 Tr. ' with melded of Iasirel6d 1-------i lon@tudin-61 seasea, 0.UW i thick dt4mater 3 inchex larger 1-- -•1 b. Aluminized Steal Storm >ewer ripe: 1 - Tr. 5, 0.0W thicF, -_----; - Flair, math yasketsd or welded end rose talized longitudinal i------ seams, 0.Ob4" ti+tct. diattet•r 3 inches larger. --- -' c. Aluminum -torn �outr Pipe: 12 ; . Tr. S. O.Ui" tt,ick. ------- ' -PI - PIisn mith jasFeted lon,7itmdine. i----' leases. 0.06 thick, diameter 3 inches larger. S 1 d. Sppiral I term _Omer Pipe: :- --- - P„>in aluminum or plain narrow 12 itch alumtntzeo steal, 0.0b4" 1-_ -• - hick. Plait, aluminized stool or plain •:•------' ndrrOm if,:h aluminized steel, 1 I 0.11.4- trick, --; - Tr. 2 galvanized stool or Tr. 2 i 1:,15 i narrow pitch galvanized stool, -----' 0.6C4' thick. i 1 -------- Remout Catch Basin and Plug the Inlet Er,! of the Pt a mith Conc. Class C --••• (iee :Ped al �rovistons). -•1...:Ii. Iemove existing 14" Concrett Culvert 4 i Pip# tree Sp.ctai irovi;tons?. ' 12,15 112. For Edge Crderdrait: Details See Detail No. i --- --1 1 i Orainage Sheet 4St See .Pedal Pruvisions'. -_ •- 1. :13. For 6" Undtrdrair, Details, See 1--- ---i 0aintge uttall Sheet 45. :------- 114. for Ccncrtte Noader Typo A Revision, 2 °ee Drainage Us-ta.i Shoot 44 C9ee --- _; Special Provisions?. I ------- 115. Tht Clomline of thr ur:derdrain must i 4 1 be located it or atr.ve the croup, 1-----•-` elevaticns of all pipes connected 1 12 1 to a dra:nage etructure. I------- 1 1 Included in Agreement UC 2701. -.116. 1 2 ' -1 --- ----- --.- ------- - - '--^ ---._....-! ---- - --- ------ ------ -- -----1 --- •- ------ _ - - -- - -1 - --1-------i - - ---1------- 1------- 1------ 1 IEEi fCTAl. -- -- 0 ! i• - ! ! 0 1 n 455') 2S6•i- 0 0- - �0 1 0 80 1 0 6 1 0 i 0 1 B 1 -1 • -..._ - --- -- - ---------- ------------1 - ----1 ------t-------I------- DRAWN CMECKEO PRW ENOR -- OIST ADM DOT FORM R/12/87 101 90 W 022 NO. I kid, HWAY DIVISION AIKQ� Washington State Department of Troas;sw%6" STRUCTURE NOTES R-378605 y t--r 1-1 Q0 00 co 1 0 w G w w v 0 STRUCTURE MOTES 6ENERRL NOTES WJE: I z t ' S oNc t I z I THE ;4EET MIRSER Of THE "CODE' FEFEP.S: o ; i n a I 1 a(ra T•:! I " E PLAN '-.MEET NUMVEF OF THE m .: 1 t w ¢ - j a j . i Cf'NS6RCi 1!AIiC THE SECJNO NI;N6ER (n a �`� j _ a ?_ .W- 1 i. Faquir•a Beveled End Section. Sea t i 1 Std. Plan 8-7a. kEFEpS rn THE ftiNcTou:rrdr rrMr„PE z u �`r _ �•� mot' w� , W zc s4a�a so �v: cam c=ao z z S 2, R.ot�irts B•v•1•4 Eno $tKflah J the s07NG ON THE PAkT1C!rIAR SHEET. " r a ( ? . ; �{ I 1„1'et and outlet of the pipe. to Std. M. Plan Y-ia. i = w :A 1 S. Remove Concrete Weeder and Repiact FILE !1RhE5: c i - �> w i s a 1 t with a Oev•lvd End Soction. See Std. I ' u j ` " t ` i " " I Pion 0-7a. (See Sp+ciel Provisions) O9:49:SO AN : j c s va 1 (s j a , IS -mar I t w I j I I o: t { 4. For Ptprap4SCot ail Sae Ortinage Ottaii OhE LtCRTlJN--_ ----------------- ER M EACH -ERCN - I - -- ----- ------- -L----- ----- -�--- - -L.F. --- - _._•-- 1------- She No. I L.Y.L.F.L.F. f, L.F. LJ . 1 EACH EACH I t I i ----------� kT-i ---- -- ------ ------ ------ ------ ------- ----- ----•-- •--- ----• ----- ------ • - •----- ------- I -- ------a------ --.....------- +-----• ------' S. Remo 1epo e-pto Co"rr Header a" Invt;,ll a 140-1P --------------- ^ -- _ - ---•-- -- •----- ------ ----- ------ -- ------- ----- •- ------ -- --- -- -- 1------- ------- 1------- i------- I Provisions). I4`-I 199r85 •34' LT.) TO j ? i .S '_ I ............................... -•---- -- ••.- - - -- -- --- ------ ------- ----- ------- ----- ----` ------- ---- --------------- ------------ ------ ------ ------1-- ----i 6. Use a Vaned oratt. 140,10 34' LT.: ; I ; - i- --'- --• ----- ------ -- - ----- --- - -------, - - --- ---- -- ------ ------- w ----- ------- --- ---1 7. Remove 12" Concrete Culvert Pipe 1(See Special Pf 4w1616na%. ----------•------- --•--•-- --- -- ------- --------•---------- ----- ------ ---- ---•---------- ----- ----•- ------ ------ ------ -•-•-• ---•------j------ ----- 14:i.00 ,27' LT., 1 t 1 -;- 1 j 4 •_.....--' — •- --------------- --- -----� _.... ------- --------.._._._ _... '------- -----• --•-- _..._..- --•--- -•---- -•__._ _.._.._-- ----- --------••--' ----- ------ -- ^--- -•---^ ----- 8 Connect o Existing 12 Ccnerett •1• -I C n .t t 43 2 149•t0 26' kJ,; -j 1- -I Culvert Pipe. - - --------------------------- - -- - --- - - ------ ------- ------ ------- ------- ------- ----- - - ------ ------ - - - ---------•--- •----1 41-5 ; 14E404 •.i4' RT.TO i 10 ; 9. Rcceptablo Alternates for STUN SEVER __.. 145.�.--i.' Trl'. ----- ---••• --' - -•---- -----` ---------------- - ••--- ----- _- --- - -- --- ---�--- - ------ - -- -- - -^I---Z---i aIPBaluanized Steel StorK ;. j....__ I___..__..I_______i___.....I_____._;_.._.___;._.____I___.___I__-__._ _.___. ------- -___..-_ ------- -_----- -------------_ _..._ -___.--_.--_ __-.-_ _ Tr, S, r,.naa" fk!.y Svaifr Pt Pe: 41 4 145.50 +2, LT,. I 1 i t t FS i t 1 1 - Tr. 2 with welded or, yytsketed - i --- -- -- ...-.{------- ------ -----••- ----- ------ ---•-- - - -------t------ ----- ----- - - -- - _ - - -------f-- - longstudinal roam. 0064° thick, ' 41•S 147t2: (2,0 PT,) t dsawatgr ; inches �argor ---- ... --..__ - -- -- ---••- ---- ----- - ---------- - ----- — --- - ---- ---- _ ----- ------ -- ------ ------ c S I- t b. Rluminizor te•1 Sto m ewtr P1poS it a V.1+47 +:r ' Pf , ^81 14 1 - Tr. ; 0 064' thick. - - .......... - - -- -- - - - - - - ----- - ---- --- - - - --- ------ •----- ------ - ---- --- --•--• ---- -- - -------- - -- ------ ------1 - Plain with aakote4 or *aided 41 i 153079 '..34' kf.? TO 10 I I and remOta 9ze4 Iongitdudinal --._.. - -- -------------------- - - --- - - ----- - - ------ ----- - -• - ----- -•----- -....-- -•-- -- --•• ----- ---•-- ----- s, hick, Game er - I -i seam 4' 154io0 ' 4• Ff,, 2 1 inchsa IATgar. 3 •al_- --•--------- ---- kT-------- - — - ...._ ------ - - ------- -•-- -- ------ ------ -._..- ------ --•---- ___ -•- - ------4 c. Alu"itSr Storm $#war Pipe: ------ .. ....__- --- ---- --- --- • --- --•-- •----- ----- -------- ------ -- -._. ----- - - - - ------ ao ion tte41nal I t ._. _I _�_ � -�. .: _i_______ _.._.._ -____._I_-__.. _..;-___-__; - F1 iln wl ti, a:yet - seams, 0.061 thick, dx a9eter 7 :-. _ ___... .._________________' -.... .. .I ------- ___. ______ ------- ------- -__-. _..____ _---__ _____..- __-_--_ ______- __----___ ______ _____ ' enCheS liYytY. 42 1 lbb't•? 341 Pr.; I 6 14 d. S iral fit Store Sewer Pipe: -__------• -••-------------- - ----- -- - -•---- ... - ---•• ------- ------ ------ - ----- ------ -- ------ ------ -^ - ------- -- - �latn elvninum or plain Barrow -- _ - - - - -- -- ---- - - - ---- -- - ----- --- - -^ - - -.. ----- ------- - --- pp itch luminiLod steel, 0.664" Flair alvmtaired steel or plain •---•----- ------ - •--- _.._.._ - - ••- -•---• - - •---- ------ - ---- ------ - •--- __._ -t-------1----- nirY,u etch alumint:*d rteal, t 0.064" thick. Tr . i gatuaniLed steel or Tr. 2 i narsteel, - _ .._...._ - - -- •. -- - - -- •-- - - -- -•-- ------ --- - ---- -------• ----- -- - - - --^- •----1 0,064' ihxck. ;- ; �] i ;! A' �/ +/�p��` �+ /'��g(;�/ I -I Remake Catch - ------.. ._._...._._... ---- - -- - ..---- -I--�'1°tEUMINAR ::-QUT, N f-RIE&Oi`�F.;T.• -- - --------;10. Raatn and P1z, the Inlet f k n t I ! 1 i End n the Pip• wt.h Co c. Class C _._ ••^•-....._ _.. -. _.. -- .. -- - - •-.. - �� /�, - - -�_-_ •--- - --i (See Special Provisions;. _._.____.. __...j.__._. -_ -- ^_•. __..__ -.'_-- _.__ _ SLd._ �lY/iL R�COR;Q__G7�VL>,_jl]11,d. ;, .�„�,,„„��..__-I ----'11. R•mo;• a n E isti g 12" 4oncreto Culvert I 1 Pipe .$ea Special Pr pulal uns). --------------------------- _ --_- _-.._ ...._. -- ------- -•-- ------ F'OF._-,ACTUAL PUANTITIES. ' ----- ^__-- ..• j -•1,12. For Edge Underdrain Oxtails See ............ .._.._._..__.. .... - - - -- - - -•- - - -.... - - - - -.._..- - ...--- •__._ .-__.i - `- Shoot No. 4� (Soo '� •I Gretna a Detail att { S Specia� Fruvisionsl. -..._-..... _ _ ___.. - - - - - - - - - --• - _.. - -- -- - -- ------------ - ------ -- - _ i......_ _ .._... .__... - - ---..._ •._ ------- - •- ----- - - -- 1 M- ..__• 112,. Fer 6' Ondordrain Retails, Sao 1lrainag t i - ----- j 1- -i Otta11 5teet 45. .__.. _... --_•. ----• ._____I------- j---__--I------- _-. t_i ti. ,�_ ..j------- I ------- 114. For C'onerete Wader Ty00 R Ravition, F O: ,--A �---C: N : - T E I S Ste Erainaov Provisions). ihr•t 44 tSee ----_.,._...__.. .___ _ .. ._.•. _.._. ---_- ---_-. ---- ------- I 1 1 III\\ �.i iiilll Wrriii �+ -1 ------- -`- Special Provisions). t { 3 SI _.._.._-_-•._ ------- ..... ------- -_-___ ----- ------ ----_- '_-_-' _ __.N-;------ ----- ,iS. rho Ilowline of the underdr4in must he ... .-•-------------- -•_-...... i------ .__-- ..._.- - ---- - - FIA ._-. _------- ----- looted at or aDvua the crown t- I : -i elvations ,+f all pipes connaeted to a it drainage F..r•ucturo. ------ -..._i----- ------1------- --- --------1 --. -I ----•- To.- __- - - ---i ^ -._ .,_.. - •I••-...-_ 1' t 116. Included in Agreement UC 2701. I� 1 3 I -I- t •1 ----------- .... ---- ------ -- -. ----- -•--- --_... i------ ----- - .. --1------- ---- ---- ----•-I------•i 1. 1 t ' 2 t _.,.._..-j....-.. ------- - _-- •;--•- - -•1------ --• ----- -- --•-- -------I---------- --•--------;------- ._._.._1------- ;MEET TritAL - - _--0 - 0 1 0` 0 4 0 1 0 0 1 0 0 10 ]t•,; 0.0 0 24 0 1 2 1 0 0' 0 1 ---------- --- ,------ ----- - - -- -1 - ---• -- ------- ----- -- -- -- -1------- - -- ------- -------t------------I------- 1-.....__I .S - •t---•..------- ------l-------I - -- - -1- -- --I------- ---- - t -----I-------1-------I-------t..-_.•- Fkr MJ TOTAL o t 1 0 21 91c 0 10002 544-1• 0 10 I!4 S.0 is.0 l6 t :4 •0 •29 1 1 0 6 1 -- -----•--------.._..____'• -- -----, •---- ---- ----•- - .._-- -- --- ----- ------- -----• .------------- ._----i------- 1------- •----"%""w�.,---a.: lel 30W022 A{D PROJ. NO. HIGHWAY DIVISION �t WG$hingtofl State 3 '84 *P i Deportment of TronApvP4e k" F a ?ROVED '_I STFA)CTU,E . NOTES R-378606 l , _I j DQv FORM221 R, = /87 u` � � STRUCTURE NOTES SENERAL "r.ss 1—h » TF / ~ m .' r �� � '�� ' -� :� � / �+* ��r ^ `� �� . v° . n»,°o� xw ��^ �� E,�mou /L�«��'"c uu�o wo,m'° ' � � ^^� � ' x� '� i � _� | :� ��� � �s � � i ! ' = ' � � ! ! = �°° � '�^ m » w »eFo^C n. r°E Hr""�1vw 'E^r^Pc � �� ��� �� i� � » 'oowo w" wc ' ` �w^v �vsm i � � ��- � ' - iM i / - / s~ ~^- ! �~, ' �/ / ' ' � i � S8 � �� - ' � ^ » /"w �"« ` 'u ^v v* I� � z ' -~ ' �� . ' i ! . �� | .^" �� /' ^o=l°, of so. x° m � t G� i ��� �� x' Romove Concrete Header and Replace ��� '^"^ i = ! i i � � ! � �� ! i �� ' = =wi m a v= /°« E"« Ircti on. x^* ^^d ~l»° n 'o `�� Special r,*wm v mll- � '.'`�"� °� ��1!� ' -For m-*'---' - ----''----'-------'----'---`-�---�-- '�'~ -'-»^�t" woe AN fin TOM V. c,v. E��!FKM *w S.V..�, ---'------';--'--'�1--'----]--- i---'-'---- S. �*m«� '�~° °° w= -« -1-"wl�����''' ' -- ipeciAl -----'-'----''--- ----''--�''--~-''--------' ion wm 1 s i m !� -'-'--_.----' -__-- - --'---`-''----'---' ---1'------- ---- ---'----- Use vu°°m*^t -''--'--'.'-�--''--. '-�-��.r+�.''-�.''''n' ----------------------''-'-'�!''i|�'�'- - '--''--'---'�-''----'-' !��'i�'�'i|'-'--�---'-'-�--''- ---'�-'--'�»--''---''''----------------''-''-'i!��!��'�����'��----ii ---'|'' --'-��----�!---'!!-----------�-/-,: -,um-* - !! r ' o "�°m �-�^ �' Concrete " °�,m�~`� �° n~L'l� t'2��`T'�~�-Special ''^^^-` '---'---' --' ' '�'-'-' --o.2 . o ---'----'---'---'-'---'----'--- ---'-=`z'---��' -��--''��-----""`,"'` Pipe. ---'--'- ---- ---'- ' '' i ! ' i, p »r.` to m+ �� �v' "~ "^^lw,, t^ uu wn-° , E`u ---'- ---'-----'' --'- --- PIPE , 4`'4 -u^ mr'' * Papp __----- ''_-'-----'viw^w'`� k o 271 u'' �/ � `'~~~�^�~ --' -- -' �V��:t�ic at or « "0.z---u,' " "^up`~i""�to`` "'°"~ '^r "------ -- -` ---''---`--''`-'��-''---' - pi m � t 3u'm"4'', �,.^ 0.2 ai,d °`�;,°�' `m"^^ --°"� �"-'mr^ � °""~3 o' � ^~��m � ' --'----'-----'--'----'i -------1----' nS` f° ~ »^` `' » *'v`' -_---_'--'_-:^"*,w, ^�'�^°wx �`" "` = ^n ---'! -----'-'---;� v» SPipe: '''---'--''----`-------�'� 1 ---�'| �woaluminized s,, ` v "°~- ^' '� r� � �'! PiI^ ~ I l ---' -- '.'- - ---- narrow � ` " l`*°* ,"° ^ In /^r ', LT., ..--i-. -1- ---'' �'-'-'�'!--' ------' ' -�. .�. ' � ,vl^ � » m" ","-`,',/ v °'-'`.''°/ 2 w ° C. ,m--4 -'----'- -' --' '---' ' ' -' --- '' v vor LT.- ro z --- --- - ^'� �^'�'�' m' '' (^ ' C'| m. �""=,"`,"*^`= ~p'^°o the =^° J* / '. '--' '---'----''--1----'�----�ec I �Lr'' �r-o - u � -| 'pm°v",^�=c ° '~^ c' w�rt"os` ' -'--- '----'---'----- -'---''--'----1---- ----�'!u^ . E*� o"o,,�a." »,m.lt, ' ---'|---'!- -���-'- �----!-'--�---�' -'i---'|------_-�' -^--- Or&m^ow^a Sh'°tw". ~ �Soo `' �s'o~ ` � ' ' ` � �� ' ! . � ' ' ! vv^� � '^ '' '' ' � ' ! ' � - �-'-'i'---��' ----'----1-'- ' --)--'- ''--'--' ' --'- ---1''--'�---1' ' '- ---- --'- ---- ' '---- braipige -'--w-/ o. w, a^ o^o* o"w" Details. S+° ^- Detail ,^°*^ °*' -r�--��'�o �i!x '�^'�'/�`',----..--'-'--i__-'---'' --|_-_----'-- -_'-'.__--'' ---^' w Concrete p°d^�Tgp°�w o°, /°u^ 'a^ LT.) t ^*° �#^°"w* vm`m0^ w ``0 oo^ciw ,,""`,w"x). ! | ! ! } | � | ! | | - _---/u mwuuw^ o/ mv =a*�"*i^ !-'-'!- -''' ' --�-�------ --- ---- ---' ----'---`--- '--- ---' --'�'!---' ---- ---' ---' -'' -� �v | ' �~" *a at *" the ~~^ �o'w.w � .` ro � i m | ' m m ' ! i , ,m^�` = �,"°w* c,o""*�°� --_' ''�--�-�-----.---'.' --' ---'/---'.----| --- ---'\---- ---' ----i---' --'~|---,'-' ----- w *"w of all pipes v"""~ to . w^s '�m LT.) ' � | ' ' | ^^ | | i *'w^"w^ s=`c t"'^^ ------'�'----'-'''��---1-'--'!'�'���� ----i---' --'-' --- '-'��'/-' /�-!---�� ---!---' ~--^- ---'/- '-�-�-' m zwwvwwm �o mrv°�=� m um�. ! -^` ' | ' | ~^ ' ! |^ ^ -'-' --- -- -'�'------- -' - ''-'- '---!---' '--- ---- '--- ---' ---' -~-- ---- '--- ---'i-- '- -^~-! Lr ` � ' | ^ | | -! ��'�-��--- ---/' --1---'!-'--- ---l'--- --'�'|--- ---~ ---1--~-- ---- ---1- '-' ~---�- ----|---'�---'!-'-' -^~-- ^ ! ! ' i ~ | ' � ' ~' ^��^~^^` -------''--�---''--- ---'�---' �---'---' ---- ---- ---' ---' --- ---- ---1---- -^-- ----!---'i---' '--- - '-- ` | "�^v^ ar Lt.) ! / ' � ' ' | ! i ! ' ---'' ''--------'�---1-'--!---- ---i---!'--- ---'�---' ---'|---l--' ' ---- '---�---- ---- ------'----- ---' ''~-- �---!---' --------'-- -- '-(----i---'!---'---''---- ----------- i------- ------- �------- ---'!---' '---- ----(----!--..- ---'/ -~-- syEcr mrpL i w i 31Z | o i o i v ! 0 i :44 i /w i :/ ! lot | EPp i m i I.^ i o i o i o � v | w i * � | -�' -'-'- �-----------`--- ---'' ---�----'----''---'----`----'--- ---' '---�----'-- ---'�----'--~--'---`'---'---~�~-~~~T�---�-��~°. /n i*wSH 90Woez HIGHWAY DIVISION IMOVED Afth Washington State Dwmn,tmnwov of Tr*nwN*rtat"%w STRMTORE 'NOTES 011 � ~---IV� �� ��~�������~� I`n m ��-��� ������� DOT FORM R/|2y87 co 00 co I I `W 1 1' J fy1 'x• 1 r 1 STRUCTURE NOTES MITE., BENERIII NOTES FHE SHFET MUMNEL i;► THE 'CODE" REFERS "' y ; = i s I i I o,eJc ua "•« ,.., 1. Re uiros $*voted Ekd Section. See TO (ME Pt iN .HEFT NOMBER OF THE�►�- i a WOG r ' qq i'NTkNCi ALA;M THE '.E'_OMO 141jMBER " i ' ¢ �� 4°`• - a i �- �a i 1yea I Std. Plan B-7a. k'EFE"rs rJ fNE !GM,rk!,(TFOa FEhTURE i �� r T : a i '° Y.. x= r' x u,� d FOUMD r)H THE FpA r' i an a i`�c ¢¢K , r i orn 1 ►`� rIi .Mk SHEET. c a U 3. Arc 2. Requires $eveied End Section at the C- w i u i +x i Inlet and Oatlet of the Pipe. See $t N { Cc A i -cD i ad 1 Pion 8-7a. w ! 1 = :ac i t.l w W U <.+ C� 2L °— "- .ic 0 I I o xE 7L'• i i ' i `� � «' ¢ tr• ~ i o: w � taco .x c_� i ✓. 4 X ¢ ° •-� be � t..r 3. Remove CORti'ete MlaCer and Replace �. .- x a o . e uith a Devoted End Section. See Std. FILE rFinE { i „ s i c: a cr , , .,, o z a Plan $-7a. (5se Special Previsions) 1U:?0:1a AM " " 1 1. r i rap Cetait See drainage Oetsi: pp IS -Mar -SO 1 --- - -- - --- -�----- --- --- •----- ---- ----- ------ - ------ ------ ----•-- ----' •- -- ------ •---- ---------i Shoot Re. 45. i i, � I t 0DF LOCnT1ON L.F. L.L. TON TON C.'r. 1 S.F. yC.Y. f.. I _I EfiCM ERrM EFVA-1-S.Y. --- 'l�:c ..i5• Ri.,-l`--- - --- - ------ -- - ------ •---- ------------3 ---25- ----- - --•-- ------ ------ ------ ------- ------ ------ ---- S. Remcv• Concrete Meader and Install a ' i- ' � 1.1( �i 8r>ie Inlet Tupo 2 t5+0 Special pas,' RT.) , ---- - 6 Use one a e , - - - - ----- --...---- - ------ -- ----- ---••-- -- --- - ^ --- - ------ ----- ------- ------------- ------ - ---- -- - -• --- V iT.? TO : i __ _ _------- 7 t Pipe -- - -' - -- - - -- - -- ------ ----- --- - --------- ----- ------ - ----- - - Remove 12" Concrete Culver 9 � 8 1 !IQ i13,15,16 2 - Sea Special Pr Jvi;i 411si. . c0 -4 -'44' RT. :':T ,.Su : `-._ -- --• ---- - --- ------- - - - - - - - --J ----- ----- -- --- -------i - - - ----- -- - - -- -- --- --••-----•---- ------ - ----`--6.1c---i --- -- - -- -- - -- -- ----- ----- ----- -- - ----- ---- --- ------ ------ -----• --- -----• 1 -------- 9. Connect to Emistimq 12" Concrete V44- 4• -RT.,- i,16 Culvert Pips. ,, ,a' ;.r, TO i 2� 12 a - p _ -1!s 15 2E. PIPE `�bie Rtter»etas for STORM SEiFE 1 i � _ -i t a. Galv.nized Sttel S?orm Seutr Pipe i -...--------'...._ _. _- - ----- - - -.._ _. _ r-�------^."'r" I S9 r.,6 �t' L1. TO 32 1- 19 i� •I "1 I J7N-I1?,TS,lo t - Tr. Z with melded or saketed 9 •--- -- -- --•- ---- - ---- ----..._ -- -- — - - - ----- - -7 ;r--f"n. -I Ionga�iedtnal seams O. 64" this I I • _ e r i ame .er 3 in•.hes �ar -- --- - !---. ., --_•_ ._ _ ---..._._..__ __._' •_-_' - - ---- - ----- --•-----. - -- -- ---- ------- ------ ------- ------ ------ ----- --- -- - -- - - -•-- -- - -- - ---- -•- -- b. _ever i' r 5 44 g 9 , Plrr. 5±ad Stool Store Pipe i1 L,VJ-Tt 9 S --. _ ...--•- ------- •-- ----- `----- _---•- -••--- --•__..- ---•-- •----• --.-..- -----• - •- - - - - ---- -------7------..__ aim with bgasko►td�or veld$$ �.� 8 9 lb Tr . .E:5 , 3i' LT or,d renttalized longstudina) hit is ttmr 5 --_.._ .. ..- --•_ ______ _______ — -- --•--- --_.--- --- - ----- ---- -- -•- ----• ------ ------- ------ -_-__ _---- ---•-- ----- -----a i-• -• �- i- _--- ------- ^---- weans, i1.Q64• t k, ,! M :i ,Icy I i 1 4 4 inch*s Iar er - ---- _i5_ _.._ .. - -..--- - --.12 i----2-- - --�-I---....--i------- ------ ------ - -Y y -�' - ----- i C. AiumanUK Stro?ia 5tuor Pipe: ;i.+ v�•L'. ;4' LT., I'0 ! ?1 it 55 27f T .. i 9.1i fr. 5, 0.98'thick. :.. _--------_---•:....... - ------ ------ --------- --- ------ - -- -- ------ ------ - -- - - - - - --- ----- _------- n !: 'k? a 9h tdAi law r , a 4 L1 - �- - - 1 sr�rls.u0tQb�athic\� dialgitter 3 ;; ° - -- g 13- 11,16 d. cpiraI Rib Storm ceu-r Pi pee i Q ._. ____._' _----. •_._•_' ___--_ -_'-__ _... __. _ _-_ _ -. _..� _ _ -" -'--_-- __-.-_._ - Pl wan ad vmi nUm or pl aiR h�rP011 .� 7 atch aluminized steel D.00A ,- pp th la K,.•.o 3q•Lr, If, 1'b 1't• 144• 864 17 9,16 - Plain aiamanized steel or place - - - ----- -- - ------------- ------------ ------ •-- -- --- - _ - - - - - - - _ _ _ narrow QItch aluminized steel, a.• a 34' LT.-�" I 0.964" thiCk. , ..__. __. __ .____ ___ _______ ___. _._--__-__ _. _ -_ _ _ _ ___ _.. ..__.__-_ - .°anir.ed teel or rr. 2 I.. -,c g� �'' �i i - r 2 qa !', p< .. c r: • r.:. ? T U 9 8 ._,".. t. t _ i r r 8 9 , 1 a axed cites ------- ---- - ---- -- - - - -- - - - - - •--- ----------- - - - - - --- --- - ----- - -- --- B.__. mac.. 26- narrow itch a v n I 44' LT., _ _ t s7' 16 .. �• ) '.�1' CT, •+ ILI 2 . f. .... ` ""� 17 Pamovt Catch Basitr and nc.Plut.",t Ina ' i t� pp Class C •----- ------- -------- ------ --- --- - :y � � }-i --i - ----- - ---1-- SrIt pecialiPreuicia .i. rra � fir. a� w^1 0 • "°°'� - . i u i s i r- 0 J. �_ 1 ------- _-_•__ ___ __ ------- -_ •- .."+; _ -__; _ _ •.__ _- _` ill. Peroue Fmigting 12" Cencroto Culvert L, t+�;� - --�' _•_ Pipe tSoe Special Provisions). 3 3iZI J'; 12 10 22 I - - - -- - - -- - -6a./ -' `. w 1 4.? ' 1?. For Edge Llnderdrair, Oetaaia Set ^ - - - - - - - - --- -------�------------- -- — --------- -- - - �- - i ----------t Drainage Detail Shea' No. 41 CSea _ -- -- --- --'•- •- -- ---------- ---- --- - � - - --- - - -- i •-••--I------- i Spectal Provisionsi. ar. _ ,For c• -,-i--__••-•----- ----• ------ ------ ----- -•---- - ---- ----- -__.-- •---•- -. _ �..n_--f -t-- ------ ••__ •- -- -•`--- ----•-3- I, I+etai• SFeetd4Sin Oetaila, St* Drain a 1 i.i 4 2.- 1 : I- 1 1 1 1- ------;�• -_- --- -- ---------, 14. For Concrete Meader Type R Revi$1�on, i r` - - - ---- -_ -- -- '4_ - i-. - - is ---- -- _ y �;L -' -lei i u ii, s a! _ o.. �. '. .. ._-- jL ..--_. ------- ---• - ----- ----- -•---- •-•--- -----` -•---- --_-. - -- - - - -•--•t---_---;- 5. The fl duatnorof tte undecrpunn must i ------ ----- *I*vations of all pipes ennnected tnl,•i- i I4 i Arainaq, structure. 1sne d in H retaent tJC 2id1. n " ,T. TO 14�f21�---------Ili. I lu e♦ qd5' LT.Si' kT.i ��-•-----i----- - -- - - -I-- - - i------I--------- 4 i -j. --- - -- --- ------ ------- -- - - ..._------- i-------i-_<.-_ { ....... ------- .. ..__.' ------ _• '__--_.• ------- ------- ;•-----'F-------- •_.__• •--_-�-_'-"--- ------- -_.•_`--'------- ------- ---------i .. ... .- Hsi. T'tIR[ •-_._..._ {$9 il:• ----) --- -Ci- - -.)- -•-0- -'520 -1360` - --?z. _---fl-i--•--y-. --•-n- -----i- - ---ri-i 0- ----- --•-„'i •-------.------ .__.•j------------- 0 -•--- __•_•-•----------- __•.._ -_-__-_, _-_-•_, __••_-.-•_----i•___-_ - •_-•- `•I 5 �!, •a W PROD. NO. 1 HIGHWAY NVISION Alftk Washington State 1 WADepartment of Transportation SR :N &R 6 61N$ TO '" Hurd» n uPM� `4 , i DOT FoRk# 221.000 R/12/87 9O WO22 APPROVED STRUCTURE y , NOTES ,W n 00 co W t I i ti STRUCTURE NOTES p ilr F. ; la a � � ,,, I I ".• GEt+EtRt MOTES TH£ HEFi Mfi!pEo aF' rwf °CODE" RLFEPi1 a 1 W ' i z o a w o� TO Tkf PLap ;nEEi 6 nkT nc rrtF * m w u e I �, m sa i i. Requeret leveled End Section. See �INTkACT PLAhS rot ';t OMD r1U98ER v r;i, `� "- } 1 d t ;�=� _ �a� 1 CS A 1 Std. glen 8-7e. iEFFPS i0 THE CON',iiUC'ti.N IEHrURE <+.:• m m s a,a6o s eca cm c z I L�-� 1 FOUND 64 THE PAiT1 ;4'_.k E1, ' ¢ !"ri Il.s m� i✓ I { 2 ea `Q $c : 1 2. P<gliret Reveled End Section at the Inlet and Outlet a1 the Pipe. See Std. v, ti a..z coc !�.+ea ,� i t ' sa�r ire `•�`= 1 1 Plan B-7a. s a` u a. ez a z o .a I a • 1 I W � M 13. Remove Concrete ader and Replace 1.mitt, a Beveled End See ":. set Std. a'ia` o , y " , ; a. a j Plan $ Ts. (Sea Spacial Provisions) FILE pNriES. , IOLaA•naO AN u 4. for Rtprap Detail See Drainage Detail _ __ - - - ---- ^---- ----- - - ----I---_-__, beet Mo. 15. �U.E--------- '-. AI ION - -' - L.F.. ..-:. _. fOh ivM._ ...- - -i.Y. - '%.7. -C.Y. l.Y. C +--- I.S. EAi-N ��-y --- EN�N �-� _ � . _ - t • I SI-- ---- --- - - - - — --- ---- ---- - -- - - - - - - - - eMr.•e Concrete Header and install a 8-8 99• c L1. r(i _ :t y I -9-' Grate inlet Type 2 'See Special , --'•- ----"'-inn• •[S' LT.i ._....-_ _- _, ------- j -? -------44.ar:---------- ._.._ ----- -- - ------- - ------ - ---- ------•- ------- ------- ---- --- - --- --'-- 16. Use a Vaned $rate. - . ........... -.... ------I-----•- ------ ------- ------ ------- - ----- ---- ----- ------ - - ----- -- - -- - -------�1- ReMo4* 12- Concret♦ Culvert Pip* '32_f0 __.._2 Q" ' _'.._Lt:i3•ii iAtyv .>' L1., Fir - - - _ - - - - - - - .1 t 149<Sre Special 6ravtslons•. --- ----- -----t 1 -----•------- •- --- ------ _--_- 40 P i - - -- - ------ ------ --- ------- - - -- ---- - - -. -- ------ ---- ----- ----' ------1 9. Connect to Existing 12" Concrete �•, ., sr. •r ; ; i Culvert Pipe. .._ _.._..---------------- •--- ------ •---- ------- -- ----- ----- ---- ---- __._ ..- - -----• --------t------- ------ 190 -- L-------._-._ .---- ---- ----- ---- ----� z` - _-----.-- ------ ------ ------ ------- --_ - ---- ---------- ___.-_ ------- _.__-_ __-___ __.-_ __.__ ------- �� 13 ___-_----I--'---S---- 100J " -------- 26'LT. To 160 ------- _-__. ------- -_--. 1kG --__-_ _-_-_ ----- ------ , ,.-. �10 .'---- ------ -- --------- ---•- ---... .-. -'---- '---- --•-----_'.----••-.- -------•�'.�''*� I 4-15 �•6: �3• 0,'1 �+,+�� - -•--1 ----'- , , 39-2 I 11:•C"? .3'Lr.+ t!) - t14•5t :3' LT., ------ -� ------ __- -- --- -- ------ ----'-- ----- ------- ---------------- ---- -----' '-_----- ----------- Ls -""j - -: -k .. ----• -- ---- 3'i•4 , 113tOG �y,.ki.• rU ---- ----- ----- -•---- g !+ 5• - -- - -- - ----- - --- - - mot,,, �% '='-- -�'--------------- �i, -- --- - - ---- --- --- - - - - -- - - ---- - -- -- --•- —-...11_.- -----'- :�; - -:- - - - - - - --•---- --------- j_.. -..._ ... ...__'.._. pr. RT.r - ------1------ ----- ---- •- - ---------- �""�+- -- ------- I i ..... _. •-; ---- ----- ------ ------ ------- - - ...------� ^•-;-s- '1 t- ------- _-- �f.; ,i •.33' RT.,....._ - ------- - _ -_ I------- ----- ----1-- --- -------....... -_-'--t- -- q('-a_ ......... 0 ; 7•ti.) .._.- '`_ �`- ---- I-- �........1a9t :3--0-)_----- ------ .__.. •------------ ---• ------I - - .._. ;�� :�s,.i.. .__•.-I- - -- 10 I _ _ _ _j - - - - - _.-___ - -' --7rM,ta_ •_ .---_ _•_-_. 1 ,4fj.�'i _- 154•; i 3-- oT-) fo - - - - '.... -`-_ - i- - 6� '•i - --_'-'_`---_ --- _ ---------.--•----------'^ 135•.. --------- •.34• RT.) .-..-- ---- - ---' ----- ....._j-- '- '1• •._.. ------ -t-- •_-__ ----- -•-10_ ------j-------------1-----' - _ `�_-• �..- ------ 14u 8to -- --------- -- +2T; �T.� 1?- -------------- -•------------ I.,----- ------ - -- --. - ... ------!-------i....... ---- •-----I-- `------ ---- --- i l; - ------1------- a0-9 1 135•� '2,1 kr.' rig j...._ _.._.. - _- - I -- ------ -- -- -'- - - ------ ------------t----- ------ -- -- i� , ---.--1------- ----13Sry _... _._.. .-•-•- ----- -..._. ^-----t---_,.. ---^-- { --- -- -^ -^j-- -- - --- - ._�-_-----j------- i40'10_ tie' or.) i0_._...j--.._._ !•--... i.......... l;t 'S .... '3S' PT.) .............. ....... ------- ------ ------ ---•-- ! 1- _-__-_ ------- ....... _.._ ....... -------- •1 i ._..._- -- -_ ------- ___-_- 9 19. Accep•sblo Alternates for STMI St YE! ----- ----- PIPE are: t a. Galvanized Stool Storm Sewer Pipe: ------- ---- Tr'. S, O.OE$- thick. 9 - Tr•. 2 utth welded or gasketed --•--t longitudinal $*ame 0. 64" thick,, ' diameter '' inches Aarqq*r ------- --'--- -I b. hluminized Stool Storm Sewer Pipe: -___I_j T". 5, A.DC4' thick. ----- - Plain with gatketed or weld*$ -I- I. I I I I and rometalizod Iongitudinal ------' seaws, 0.0(e" thick, diameter 3 I- -- ! inches larger. ___ __I_----_-{ C. Alumim M S+orm Soutr Pipo: i^-•Lis I -12•I - Tr. 5, 6.06" think. Plain with jasket•ed longitudinal 1 - seams, 0-of thick, diameter 3 -------1-------inches larger. .•.__-__ 1 "_--*'_I d. Slm i I Rib Storm Sewer Pip*: • Plain aluninuM or fern yarrow 94 I 12 1 itch Aluminized s�eel , 0.064" --•-----' --t thick. I . plain aluminized steel or plain .......I- r.arrou ppitch aluninized stool, 0,064" thick. ------j- ---- Tr. galusnized steel or Tr. 2 227 52,15 narrn4 pitch galaaniroo stool, ------ ----- 0.064" thick. i------ i------- 110. R*Mov* Catch basin and Plug tr,* inlet, I rind of +he Pi a with!lass f - I <Eoo Special �revistons). --- -J - ---I it. R*novo Existing 12" Concrete Culvert 1 1 Fipe (See Special Provisions). 2b9 1 12Fi5 22. For Edq* Rndordraim Dotaiit Se* -----'---•--i D•acnsf# D*tatl Shoot ile. <See I ' SOeCI aJ Provisionti. i 2 t13. For 6- Underdrain Details, Sea Drainaq -t------- -----I Detail Sh**t 4S. 1------- i------- I A. for Concrete Molder Tyype A RewiYlen, 1 2 i 5e• Dr*in!g1, Ott ail Shoot 44 (See -----=-1--- t Special Prov-non:,,. -- w --1-------115. The flowlime of the un6erd•4,, putt be i 1 4 1 locst*d at or above the crown ----I-------1 el*vations of all pipes connected to a 1481 i _ 32 1 dratnag* structuro. i16. Included In Aor*ement OC 2701. IeG LT.) TO ._.. ..._.._. .................. .._..... ----... --•-- _ _ --------- i------i-- -- ------ ------- ------ ----- ----- ------j_.._ _ -1-^ .- ----..•.I ------- i--•-- ------- 1--•_-- I__•_• .I -_r,. i I i- I I- t _t I � � S • ..--- -- -- _' ----'• --- ___ ---- - _... __ - --- ------- ------ ------i------ ___ ----- --- - "- --1.......1---- - ... - i....._ .......I c ..e+(.ETTOTAL , 249 :61 j R0j 'I.:_i- �191169 33 112 0 1 d 1 - 00 D 1 2 0 j 0 ' 7 22.*21- i _ - - --------- _-_ •-- - ------ - ---------------- -- --.- -----. ....- ------i`--- - - --------`1 -__. _,.---j-------1 ! 9 E t4tOMWA'f DIVISSION APROYfr) ONO% WashingICA State y < Ord`, Deportment of )rawisporkFOW, ,. _— -. . - ..QQ 4M - .. f MIOw" TOargm WOL i F STRUCTURE TE - Nh-r enstm Rr12/e7 R-378609 00 M I I W r' �t J STRUCTURE NOTES NOTE• iENERNt. NOTES THE SKEET MUit8ER nt THE '! UnE" oecsoe Tv SHEET ET N SHEET N'JANEP 'IF THE : W w 1 ! m 1'J : ' 1 W "�`� in i:a 1 _ I1. A•gqvires Beveled End Section. Sao 1 �_� a 1 1 a w•_ i s urea 1 1 Std. Plan 9 MO PACT FLRNS. 1HE ECUND NUfllERCQQ� d u b ►-rr :� RET'EPS TO THE CONS?P(JCfIt1N FEATURE : N a 3 = jai" { ° Z; t : : t 1 : x '�t2. Rewires flavrled trod Section at the a ca .n • n• .r t oc al V m e:.t , • ar1 c TUUMG ON THE PAkTtCULRi SHFEf. o v ! , : ! t 1n at a.;d Outlet of the P1pa. See Std. a a Q u1 m { W..a ; sa : ! •., Go a o , , r i W .- C.0 Plan i-7a. if. W � F3. Rertnve Concrete Wader and Replase a� 1 ! with a Beveled End Section. See Std, FILE NAMES: t t : a x« Plan 9-7a. (Set Special Provisions) lU''f6•l on i :' c I a ' 1 '• ! 14. For Raprep Detail Sae brainago Detail 15-:Mar-90 I a Sheet M0. �S. __... ------------------------------- ------ ------ - ----1' ------------ F ----- - -1-----------•- _.._ »._ ._.. ......a_i-------r ------ ------ --"'-- ----- i ---- ___•^ t ! CODE -I LUCRiit1N L.F. L.f. i ITON i FON r.Y. S.Y. C.5'. -C.Y. tt - L9. EACH �EACN EACH t S.Y. _i- S. Raiiove Concrete itasder and Install :--• '_{..___._.._-- " -..___ ..-_ _--: - ^_' --'- -`- ----' --'- - -_.-.t aim .. 1 .'... _._" "'- - -^-'- --. --- i-. � -'- -1 tirate Iriet Typa 2 (Sea $Pacial :40.12 liti+29 '2fi' RT.) : - _ t t 1 1 1 t ! : Provisionsi. _1 _!_ {_ ..t._.....»._ ».,. «-1 -:--•--- _---•------- {..-.-----I 140. -- ----------- ':4' Ri.) FO----- I -{--� id- ------ ----- -` ----- •_-�-j--- -- � --- - - '- I 1 2 :a. Use s Vaned $rate. _ - - -- --- ------ ----•- ----- _ !------ --"_ ------ - ------ ....-.._.•...t.._.._.. - -- ----- ------------ t------- t : 1 17, Rewove 12" Concrete Culvert Pipe 14u• 10 ja lTJ 1 ! 1 --- e P 1---_._--------- ___......._..----------_--'---_1--"---- ----_ ._-_--:---._. _•-.... ------ - --- ---•--- ------ -----. _------- ----- ----- -------1------ --•-___------- ---_---i-------i (5ea Special Provisions). { ! 9r t 1 t ' 4i••1 i-------147�00 �2"' t.F.l----`- --'2_. ....._ ------ ---^- ----- --kp' ----z'- '----!' _---....e .-----'i•------ -------; .__-- ..^•-�-----' -.-_-_ ------ •--_-•,------- 1.._-.._.' .r. a c -- - - --- ----- - -.._..:-....- -- - ---- ------- --- ------ -----_ --.._. -- -- •_•--_1------ --- - ------ ------ ------ ----- ,9. Cann t to E�cistin t2" *Concrete 41-2 14313U Z6' Pr.) +{- 1' -f- -+ Culvert Pipe. ------ ---------- .--------i0 ------ ---- -•---- -l---- 1-------(------ ----- ---- ---_- _;------ ------ --- ----- ----- -1------ 19, Acceptable Alternates fur SfORN SEYEP 1.--___ ...__-- _-_._. 1 -1 { 2-: PIPE are: {----- -- - 145�58 ,.3> RT.) ---- ---- ;.._.. - 1- - - - ----- - - ----- - -- - ------f-------'--- -- - -._ .--- - - :------ -'------ .__..-- '-- ----•-:-------! a. rfr.anszed Steel Storm Sauer Pipe 41-4 :- - 145+50 i ' Lf.)-------%- --- --- - - - - -- ----- - --- �- ----`- ------ --•--- -- - ------ -' - -- ----- -.._..-- t------ -------1..___...j. .,------ } -Tr. 2'.iwith dir.al sold a Or0i�st.thitk, long ----------- •_ _ _....--:'-- '- -» - ._...- -----' - - -- ------ -- - - ---- ---- --: -- --- _ --------- -•! _ _ diawatar 3 inches Tamer 41-5• 147t21 ci. RT.? f -1 ! b. .nizoo Steel Storw Sauer Pipe, : RIuP 41 6- -------j----- - ---RT-)----- _'i---_-. - -0.5 .. •----- ------ -- _ - .j-{ -- ...._ ------ - ------ ----5-- - - - - �`----L4 t -Plain thick. r 47 __-^_---_ _.- -,.--_ --.------..._ __ -__-• _... _ _.---_ ____.. __.._.-- -- ^-, _ ----- i q skatod o ualaad 41-? tr,.1;4 -4, Pr.) r0 j 'i' and repotd64"ethirr.�k, diameter 3 154,0(, 4' RT.)--._.. _..----:-_-_-- -- ----- -...-- ------ ------ _____ ._.._ ----- -•--._- ------- - •-- --_ ;:;;g yy -I-_.•_.-1 e, incinuwlsLurw'Seuer tape; - - - ..._... _--- ---- - -- --- -- --- ----.. _ - - _..... -- - - -- - ------ - -- ---- - _ •_-__.j_.._..-- - - - w+!A,J _-•_-___ Aluw 41 u 1ct,5 a' Ff,) : '7.5. lr 0.3 SO _t_ 11 14 : Plain Ni+h aasketad longihldinal ----------- - - _f- - - ----. •.._. --- -• ------�------- ------- ----- I--- --- - -_ •--- -- -- :------ - ---- ---++..;�...-....��- -i- - ---- -t so tors 0.0 thick, diaweter 3 - - - - - -- ----- •- '-' 1 .� ..- inches larva+ _._.. 166+tC �' PT.) - -- - _. __.... --U., ---- - - ---- ......... -- - u.i : - ll .. " 14 d. Slain Rib 5`.aim oieulsineParraw �,1�.a3 uwi n pp _ ._.---------1 ------- .. - i --•---. _ .... _ - - ---- - _: -^----- -• --- - - --t-- -•-- --- - - - �'�` ... i4;+s - -I - ----- i t.ch al'ininized steel , 0.064" ...__�.__' '-- " --__..__.-_...._-:...._..__- •-_. -----• ._._--i-_-... -•___• .._---- -'- __•-_ _.---- -- -- -' _...- pp leiwinl t«"1 t • - P1 tin a zed s ar eta n •, -n+rraw piton si VMl nl Zed steel, ! ---- -- -- •--- -- --••----------- --•-- "-- - - - - - - - ----- ------- ------ ----- "£'Elie - --i---l- - _ U.tts,4" thick. wales;,' : -Tr. 2 9 Iv4nized steel or Tr. 2 _.._------_.-._...-------------- ----- ----- ----- -- _ _._. -- _- ------- __ - - ----- ------- __- ------ �: _.. _I-- ------: n4rr004 pitr_h .Talvanized steel, -jfi�\ l G. ;k4" thick. _. _--. _ _,.__--- ---------- .---- ___.__ _... __ -._. __._.. -_.__ -_.--- _ ____ ._ __--_------- ---------------- ------- _____ _ _ ------- 10. o etch Pasin ar. 4 P!U tt Ifilot End i A a Mgt Co1,c.r Iasi C ' pp ----- --. !1.,... ---__ (S.aGjlec� Pi Prov�saonz). >f ! 11. 04, fxittlr,y IV Can:rete Culvert . - - - _-- - -- ... ` - t _ _ _ --.-. - _ _. _- __.... - '•-:-_- --- -- - itP'`i ;- - t -•^-- Pile t"to Spatial Prav45ions� 12. For f1ge iJr.dor'drain Details See --•- •--._.._....... ........._..-------- :--------------- - ... _.. -- ---- --- - -- --- --- --------i - -- ---- - 1- - "f '- Draihe9e Detail Sheet No. 4! So* l ; �✓ 7 ••' ! ' ' `Pact ai irov xions3. -- --.-.._--_•_--•---------- ------ ---•-• _ -- ----- -- -EF _•_- -- - "- --------- 1------- 1------- -.�'.;ia� <-�---I-•-----113. ror b" Underdraln Dttu ls, Sao Oraina=1 - : ++e 1 Dotai 1 Shoat No. 45. _._...1 _ .-- ----- ----- - .. .... ------ ------ -- _ - -- - - --T- ------- ----._ ---1- - - � •�•qo,� -r -{-•-----:14. Fnr ion -rats Header l'yp• A. keviaion, _. __..__..-.._.._ _.__.-.-._..._ ----- _ _.._.... ------ Y � � �,�j. d � - ---- --- --j-.--_` __.._ -t1_-_ -_ 1 Sea Drainage Detail 56at N�s 44 f$vo r• j j S i Spe;iaL Provisions). -- - - - --- _ _._... --- - : - - - ... ----- - _-- - -- -- j - --- - - - ONLY:.---:�------�- ---- "'- :•_1- _,_--._.__; ___._____.._._.___..._-- .....- ___. -._. __.___ __._.. ._._. �:'t4--r\voi��-.g�(� �a( .-.-.- _-..._1 _'J�...j .... ___115. ThIV',itlAna of the undard•alf. M ft Lr j 0" -No -: - �- -. - -1 -1 i . a at or 411 p the :ro:•.n ---•------- -----------------------.......----- A t i - ,..��....r- _. ._'"s 4. _ •--__elevations of ail pipettnnact+d to afib=J f�jr�r�p.. ! - -i drainage structure. .. -- _.. ...- ----_------- ---•--- - -- - - -- i ',•+• -^ - -_t-_-^ -'-..._-i -----1 .. i--.•}----•--:16. ln<i,i•iad in Rgreewant VC M11. - ---------- ------------------ -....... j _.._... ._ _ � ----• t--...- __ --!-- -.. - - _ -.._ ------- ---....... - -: --------- ---------_ --•---•---'t ...... -- ----- ••---- _... --- ----•--1------- ------- ------ --- - ---•1 ---•- ----- -_ •---• -....... --,.. • .-.-._._ ----- -- -- -- -- --.... _ -_ ....... • !-- --_ __-... -_ ----- - - -- i- •�1 f• -� •1- lt 1• t t --- ..._....,..SHfE? fifAL----..O- - .24 ,-- ---1-- --1.5- --•---- 2: - `�d-:-----$-:------ ---- - --..ISr, _0_---------------- ------- _a- ._.Q_'....- -t 1 ------------- ------------- ------ _ - --. _---t ----- ----- ------'------- 1-•---• -----1 ----- ----1 •--•- ------i.......:..__••------I-------: j---------•-- -,._.. ---•_ -- .--j------ --••--1---�.:-:---...-- 1-------i------ •------------ ^- - _-�- -•------I-----• ----- ------ - �- ---- -^•-. is Additional OtiflAtities On ::heat 77. PR(iJftf rOiAl 93e 1''1'. 0 1 14- 1.5 0 1.7 IFS3 j IS4 : :81- 1_Q 0 S 33 0 3 5324-t- 1 1 -..---.------ --------------- _-._._,.._... __ ------- ____.. ..___ -------t-____- ------- ------- ------- ------- _.-_.. _._...-_,.__.. .......1--�.-„.Ir s ` F 9OW022 HIGHWAY 01VISIOf+l I AM I m,. v" Washington State fr Department of TransportatiQfi a�Eo STRUCTURE NOTE S aster l:nRAA R/12/87 R-378610 co 00 co 0 W 01 T 23 N., R. 4E.,W. M. Q 0�` pz0 n�Q Q4 h� SR 900 MP 9.--- � A ^aTA, 51+ 69 d BEGINNING OF PROJECT / a C7� / D \ �o 0 �; to ' / u 13 u0 - EXISTING CONCRETE GUTTER I \u0�� \•�� T EXISTING CATCH BASIN I BUD Q EXISTING MANHOLE •��p ``�� I 'i EXISTING CONCRETE INLET - EXISTING FENCE .�' EXISTING WATER MANHOLE EXISTING LANDSCAPE ISLAND q TI' EXISTING CONCRETE HEADER TYPE A 65 N I 3 E%S �JG STORM SEWER LINE j u0 EXISTING FIRE HYrRANT ❑ CATCH BASIN UD'� �' EXISTING CULVERT PIPE "---�T STORM 'SEWER LINE 16/ ,, '--UD-i�UD{�N EXiSTiNG DITCH —UD-- EDGE UNDERDRAIN PIPE v w EXISTING CONCRETE HEADER CULVERT PIPE - EXISTING CONCRETE HEADER WALL - 12 ^- I� y EXISTING GUARDRAIL----------------- ---------- FORr'ti i —i LEGEND SEE SHEET 35. U 50 100 SCALE IN FEET 3R' '0 L-8567 �O1M STATEiFED. AID PROJ. NO. nc' wte' HIGHWAY DIVISION S� OXING . Washington S#sate SIRwo DRA•.K S.M. NELSON 7-89 10 WASH $R S O'XING TO RENTON WCL 6HEC?'2D C L. GEORGE JOBEA Department of Transportation Ml:l PROJ.ENGR. S. L. EVEHETT 9OW022 5 DIST.ADM.. R. 0. ANDERSON CONTRACT NO. I DATE REVI'VON Br APPO - DRAINAGE PANS I R-378611 Ji✓,'t�o;t1 DOT "'w — At,iBee 9/62 co 00 co 0 W 3 T. 23 N., R. 4 E.M. M. 75 • O \ 70 r0��._Up_BUD • ..... I\�"+UD UO-_,.JG'.'."�-' ~�--- (JC`---F--UO�wD�.�� a' \ \BUD 1O r1IN P N 8 rW v �Ir NIN �uS FP r 7- -, CC"? 0 500 100 FOR LEGEND SEE SHEET 35, SCALE IN FEET SR 900 L- _ 7 „'• STATE FED. AID PROD. NO. '�° HIGHWAY DIVISION 1D WASH Sk 5 OXING _ .W& t — Washington State ; Department of Transportation SR WO SR 5 O'XING TO RENTON WCL OAAWN S.M. NELSON 7-89 CHECKED C. L. GEORGE 90W02ee 90W022 3io 3z PROJ.FNGR. S. 1. EVEP,EiT DIST. ADM., R. 0. ANDERSON _ I CONMACT NO. 5-u DRAINAGE PLANS OATS REVISION 8 Y41 APP D wn+� R-378612 ,OT _.. ReY1seA a//i SA q Pe r 0 lzt w DOT FORM 221-011 ROW40d 9/92 o .,o Ioo SCALE IN FEET REVIMON 10 " JOS NUMB! 90W'22 )ONTRACTP 3�a T. 23 N., RA E ., Vb' M . HIGHWAY DIVISION Washington state i2,0Department of Transportation FOR "AS CONSTRUCTED ONLY FOR LEGEND SEE SHEET 35. SR 900 SR 5 O'XING TO RENTON WCL azner a DRAINAGE PLANS 132 R-378613 co 00 co 0 W i i 0 50 100 SCALE IN FEET Joe Nume! 90 W 022 '.ONTAACTA T. 23 N., R.4 E., VV. M. 1 / _ FOR LEGEND SEE SHEET 35. IGHWAY DIVISION YVash'ngton State VjAf Department of Transportation SR 9W SR 5 O'XING TC SENTON WCL :3`e DRAINAGE PLANS 3� c.rn DOT FORM L'{"" , . • • , whM Q0 00 co 6 0 W T 23 N., R.4E.,W.M. �! 0 50 100 SCALE IN FEET FOR LEGEND SEE SHEET 35, SR900 L-8567 STATE FED. AIDPROJ.N'1 _ _ HIGHWAY DIVISION �A Washington State ��, Department of Transportation 5R 900 SR 5 O'X{NG TO RENTON WCL 5 OXINGAWN _ 10 WASH DR DR S. M. NELSON 7-89 CHECKED 0 L GECRGC roe Nuueee 9OW022 3n PROJ. ENGR. S. L. EVERETT DIST, ADM., R.O. ANDERSON `,T°T NG DRAINAGE PLANS DATE REVISION 18YJAPP'0, DOT FORM 221-011 ReYHW §rot R-378615 aw u Q0 00 co 0 W c T. 23 N., R4 &'--.,W.M. t-- uD ----L.1 130 135 , -- UD — UD UD / - UD --mo w -- w LD -- LID----•-1 I 2 I 3 —Up— uo U0 -- uc -J — to r---UD uD----uD LO --� -VD—mot--w ----w UO - uD ----LU J0--w FOR A1' CONSTRUCTED O f----1-----; SCALE NO FEET 100 FOR LEGEND SEE SHEET 35. SR 900 L-8567 ISTATEIFED. AID PROD. NO. 'u"' +.w ±s HIGHWAY DIVISION SR 5 OXING �. Washington State SR 9W W DRAN S. M. NELSON 7�89 10 WASH j SR 5 O'XING TO RENTON WCL ECRGE _ 1oe.."gem ; Department of Transportation cNECKEp C.L. PROJ. ENGR. S. t. EVERETT 90W022 40 G DIST. ADM- R.O. ANDERSON EOWRACTRC. DRAINAGE PLANS DATE REVISION BV APP'D i^°o awns DOT runs" RevUsd 911112 R-378616 00 co 0 w c T 23 N., R.4 E.,W. IVi. Y i 145 150 i 155 1 •UD-3UD UDLA'--UO--`--UD--- UD--,�—UD--UD— U0UD----•�lA—UD--'—'—UD---UD_—_- jC—UD_—_UD UD UO--UO=� / 11.. I EXISTING ASPHALT r LINED DITCH EXISTING ASPHALT LINED DITCM / i i 0 50 IGO SCALE IN FEET FOR LEGEND SEE SHEET 35. SR 900 L-8567 I STATES FED. AID PRUJ. NO, .c HIGHWAYy DIVISION Imo. Washington State Department of Transportation SR 900 SR 9 O'X1NG TO RENTON WCL SR 5 OXING 1D WASH I DRAWN S. M. NELSON 7=Q9 CHECKED C. L.vEORGE,� toe wurecn 9CW022 wee. QI PROD. CNGR. S. L. EVE RLTT DIST. ADM.. R.0 ANDERSON coelrAAE�NO. "� A DRAINAGE PLANS��. DATE REVISION 'BY'APP0 t ;I R-378617 DOT -- ,, RerNW Silt co 00 co 0 W 01 T. 23 N., R. 4 E., W M. o - � teo 155 NI----UD—'--UD----UD--,/----t;0---UD 3—UD--UD--W�,�j—UD UD — UD—�--LLD--T--UD -UO-� f ��' I EXISTING ASPHALT LINED DITCH r EXISTING ASPHALT LINED DITCH 0 50 100 SCALE IN FEET SR 900 L-8567 STI SR 5 OXING DRAWN S.M. NELSON 7-89 10 WA CHECKED C. GEORGE 009 Mumal kPROD. ENGR. S. L. EvE RET7 9OW022 DIST. ADM., R. 0. ANDERSON CONTRA T O DATE REVISION 8Y APPD "-SS SR 900 M P 6.77 STA. 173 END OF I FOR "AS CONSTRUCTED FLANS" ONLY FOR LEGEND SEE SHEET 35, HIGHWAY QlVlSl°JN a Washington State. SR 9W Department of 'Transportation SR 6 O'XING TO RENTON WCL IMF C+ DRAINAGE PLANS w� OT ;,.Z S/i2„ �IU r-i-378618 I c:) w 7.� 11 235 %;c791 225 220 217' TB,M - RR SPIKE IN POWER POLE, INTERSECTION S. 135 TH ST. a M.L. KING WAY STA. 85+33 RT;. VICINITY ELEV 260.52 f)AI 10 CITY OF SEATTLE VERTICAL DATUM c 260 255 Li 0 J, 3�4 + -mjw � 0 ,Wa T Id 260 7. 255 v -j U.1 LL . .. ......... .. ..... . ISO' . .. .. .. ... .. . u) a .2- v 61 Co le ZAtSTING-jtP.9,.C-, P 1 17 US ;.0 - 225 Bj-=— 2609 r-T - 8 + u -220 -sE. ts —2655 2 vi I:' �C���� 15 h cli 0.90%215. ....... . . . 7. lu. Mr"J4Ct ED '�AS CRMTI�il 7-7777 200' 97' k. U Ly F I A I REVIS:O?4 I 10 9OW022 HIGHWAY DIVISION Ap"Ovao Asrw Washington State w- - VIM VjAF Department of Transoortation SIR 9W SR 5 O'XING TO RENTON WCL .61T 43 op DRAINAGE PROFILES "911 110T R -378619 co 00 co 0 W A CULVERT PIPE —� \ I FOR P.IPRAP DETAIL SEE SKEET 45 CAST IRON RING a COVER FOR MANHOLE jl ! CLLVERT PEE EXTENSION DETAIL STRUCTURE NOTF NO 36-2 _ SEE STD. PLAN 8-9 CONCRETE HEADER TYPE A REVISION STRUCTURE NOTE 41-6, 41-8, 42-1 r— 4 _ OR FLAiv��" ONLY � STATE. FED. AID PROJ. N0. s"EE' s c r' Dl V ISIG'N OF HIGHWAYS �- Aft Washington State �'1 Department of Transoortat!orE SR 900 SR 5 O'XING TO RENTON WCL '�OF o. DRAINAGE DETAILS �' 10 WASM - AWN K HRVAT IN ECKED C GEOI?GE 108 NUMBER 90W022 OJ. ENGP.. S EVERFTT ;T. ADM. R. ANOERSCN �ONTR°=k NO. ,, DATE REVISION 9Y APpD —M 22i-029 M 0%C -�3620 vv k Reviled 6/80 co 00 ill_ co 0 W r• DIAMETER TYPE I °LASTIC DRAIN PIPE_ L� ulAmt I tN EDGE UNDERDRAIN DETAIL STRUCTURE NOTE NO. -2 38- 1 -5 -7 - 9 - 9 - 5 -2 _ 4 _G DITCH _ SLOTTED PLASTIC PIPE—\ EDGE UNDERDRAIN PIPE CONNECTION GROUND LINE QS k MIN (FOk INLET PIPE) (FCR CLEANOUT PIPE)l 3 PLASTIC DRAIN PIPE--- JI �� r Arms I I r --FIELD SFT AS SPECIFIED BY THE ENGINEER i BASIN WALL I _ EDGE UNDERDRAIN PIPE CONNECTION TO CATCH BASIN twN7 PL.ACFD 1 PLAN VIEW RIPRAP I 2Y 4 ;Rp" I { ,T j I � ROCK FASCIA WALLED\S -------'-----� _. -- 10% •.......... 6"DIAMETER UNDERDRAIN 2' I \ Y / PIPE - ----- \ GEOTEXT;LE FOR _ _SNCk40ER__._-� / uNur�RGROLAD DRAINAGE co .I'MfN. ...... .''-�- 1-0 OVERLAP BOTH r 5� O P B ` WAYS SFCTION A -A DEPTH I ,-'�4`Q 4°� �,Dla,_E OW. 01 �; I L PC.S.SP NOT TO SCALE 4;c` y _ _..... .. ... _�_�_` --�_ RAVEL E RIPRAP DETAIL I��SLOPE TO DRAIN FOR DRAIN r-K — I 6� FILL STRUCTURE NOTE NO. \ I \ \ - q �J �Q►yp!FGL79 SNATCH BASIN—RAVEL-9ACi:fIL_ FOR DRAIN =3 - -4 cnp A�+ n r 6IN, DIA. UNDERDRAIN PIPE DETAIL f�Jf1 �T�� �l i t `-�r,`�� _q STRUCTURE NOTE NO. [' aJ?:• i) (} `� -II --5-3,-5,-8.-1: { 6!`il�,i vI'.l I -16 -K) -19 - plSTATE FED. AID PROJ. No. aver reu J eo H! aHWAY DIVISION DRAWN K H?VATIN 10 WASH Jam► Washington State SR WO �' SR 5 O'XING TO RENTON WCL CHECKED C GEORGE �eeNu>weeR V Department of Transportation r».., PRO.). ENOR. S E'•.'EREiT 9OW022 k IV. AD R ANDE°SON CONTRACT NO. 4a z DATE REVISION BY A.-'P'Arr OVID DRAINAGE DETAILS 13� wttr DOT rune+ zzn-u" Revi"d 9/82 S4400j1' R-378621