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HomeMy WebLinkAboutR-378601s AS BUILT i SR 900 SR 5 ®'XING TO RENTON WCL Washington State Department of Transportation Olympia, Washington 98FA Scale: Horiz. l inch = 50 feet Vert.1 inch - 5 meet MPCD.? 7 to MP 9, D°l Constucted Length 2.3 U mile(s) o co tJ s72 v c T O Contract No. 3 7 8 8 F.A. No. Contractor G A R. Y M E K L 1 Work Begun ..) Lk l L-� 9 19_2p Work Completed A a 5u s+ (`a 19.2-1 project Engineer R G ( ^-IT E K District Transportation Administrator fZ . Q. h v D G S o v Approved 19— Secretaty of Transportation 05 7��) 7 ; ri v - INDEX - _ SHEET NO. TITLE 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 3'5-42 DRAINAGE PLANS 43 DRAINAGE PROFILES 44 -45 DRAINAGE DETAILS 46 -53 EXISTING UTILITY PLANS 54 -62 PAVING PLAN 63 -64 MISCELLANEOUS DETAILS 65 RETAINING WALL PLAN 66 I RETAINING WALL ELEVATION 67 -75 CHANNELIZATION AND SIGNING PLANS 76 SIGN DETAILS 77 -78 I SIGN SPECIFICATIONS 79 -86 TRAFFIC CONTROL SIGN SPECIFICATIONS 67 -130 TRAFFIC CONTROL 131 TRAFFIC CONTROL DETAILS 132 TRAFFIC CONTROL ROAD'YVAY SECTIONS NOTE: FROM STA 65+95 TO STA 152 +60 THE TUKWiLA CORPORATE ' lAiTS IS THE CENTERLINE Or THE ROADWAY, s!� nn�n M " 6,77 STA. 173 -- 26 END OF PROJEC'x' 0 11)00 2000 APPROXIMATE SCALE IN FEET .. ............................... 11 c; SR 9'00 M P 9.07 STA. 5i + 59 BEGINNING OF PROJECT__._----,— FOR "AS CONSTR�iCTED� L Y 1 - . ^G goo'19 V 1 � f .r& ";— 10 STATE, ,WASH I FED.AID P_R0j1.N0. PROGRAM DEVELOPMENT ,� DIVISION Washington State b'.a >�::; ? a« Depor #inert of Transportation ,��'c ALL '� "S Cf 'PCSC PLANS <H �M^9. a BE D'.EMEC AP °ROED BT' THE, - oc < ow.'•w SmAA�W_ AND a AL ON THIS SHEET A5SZ7Aa' SECRVOY Ma H '6 ro PRC�RAM CEVEU3PMENT 4fi�kovT6' SR 800 SR 5 O'XING TO RENTON WCL _ ---- - - - --- -- DESIGNED B.Y _ ENTERED RY — S_SUPER__ -- - - - - - -. � - - - -- _ CHECKED 8v C. GEORGE - - - -� - -- _ -.. .— RROJ. E'NGR. S. Evc.RE'TT r--- -_ - ._ -- . .__..._.___.-_ D15T. ADM-. R ANDERSON I DATE -- _ -_ -- - --- -- —� - --� - - -i -- - -- _ DATE �— — — aae auweErt 90W022 vRET /32 fEyN TS IP�DEX AND VICINITY MAP - cwr qtr uo. _ REV151UN� v+ . ^G goo'19 V 1 � f .r& 4 't •a` F'• h ' � 1 a� Y` \ V� `V \Y -�1 l h` 3� i �Q w A - z w 1 t I T4F SHEET NOMOER OF THE ':ODE" REFERS: TO rHE PL NN cHEET If MOFR r!F THE ° 1 i W { r 4 I I I 1 1. kEfERS f0 TiE rON;TR!rtrt +lN rER1.JRE = FOUND UM THE fgRfj C, LIL ,°.. ;ncLT `t' " ;'•' -' _ ''a' `•� a I { 1 2. o �a. ° � w•e :s•: rer "" uw � 1 x 1 xm i ! ''� 1 FI,E NAMES: w i : ra i a s avr v v w 1 08•IF :0 AM s c°tla a j H er a re^ i t OTE --- LOCATION---. EHCM -E--HC--4 EHCH -I-C.Y. 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LT.'!.TO•'--" -�------•----- -..__' _._.- : +_...___ ...-•- ---- - - - - --'---- -'•- -- ---••- --- ._ - °- .- i'1 ------- Jl -- __ - ----- .. _ . .- `-'•--•-1-------t._.._... ---- -- I--. --° --- -_ - - --`-1 --• - -- _. ii �. - _ �- , ..._•_ __- - -- - -:----•--I......•- s0�S0'<2u+ LT.) -j- �•'' � tq yjfJ -Q a ; -1P� - -i� - i .- ------------ _... ................ .i...__. ..__• __.... -.". •_--- --..._ -l- t'R "- -9s..8�3'_-'- t ='-c..P#' - --a- ➢_S-Y•�+ b.ra� ---It ° :-- ---- ^i ___ "•_ ---•._ --_ 2 80 #SD t2F'LT.) t0 1 ^I II -1 t 9,16 :ib. --------------- 02-50 (32 LT,__-... -- - -- - -- - - -- ------ --I -- -- -_ -.- ...- --- -• ----- -- iq r'�t ! �- r ---- -- - --- -_ ---- -- -t._... "- - - -- -----' :7 :7 8'1 ----- 92 +50- (4i',L -- --------------------- ------- ----- ---- ----' - 'zoo-`'- --' - - -� "-__- 'i G.. i -- -- j !! - '-'-- ---- -- ---_ -6 --------------- i' -'- 'ii1,15,16 -_-- i___.___ -.___ _..._.__ -_ . - -_3 .______t_....._ -- _...i _.._. ____. - --- -- ---- - ------ ---._------ . l ....... I_- ___- _3.__..___i-------- 04+84 <5t' LT.. I I i I I : ' 1 - ------------------ - - - - -- - _._ - -` - - -_- - - - -- - - - - -- - - - -- - - - -- ....... - - - - - - - -- - ..._1-- ----- ------- - -• -- - - - -- -- - - - -{- ----- 1------- 1 - - - - -- -- - - - - -1 s - -- -- i - - - -- - - - -- - - - - -- ' - - - -- -- i- -------------- - - -- • - -... __ -- - - - -- ' - -- -, _ - - -- _•' - -i - - -- - -- - - - -i------ I SHEET TOTAL t 8 t 0 0 7 1 2SO 0 :f63 i DS- (, 0 °.5 0 -' 2 i C, ) .s 0- i 0 i -0 1 ......................... .. _. -, ---- --i------ -, --- - ---- ----• - ---- - ..1 ---- - ---- - i - - - - -- ---•- • --- , --- --- -- - -- , - - ---- -- --i -- -t sEMEPAI MOTES Reyu :l Ire$ $*voted End Seetiem. ee Std. P1Ah 8.7a. R «Quires Beveled End Section at the 1.l et and Outlet of the Pipe. .lee Std Plan 8 -7a. Ramon# Concrete Header and Replace with a Reveled End Section. Seel Std. Plan e•7e. (See special provis.tons) For- R! prap Detail Set Drainage Ret.aii Shoot M0. 4s. Remove Concrete Header and Install a Grate Inlet Type 2 (See Specisi Pr G Visions). use a Vaned srate. Remove 12• Concrete Cwluert Pip* iSee Special Pro.•isiona?. "cant:t t. E.clst:ng 12" Concra;e Culvert Pipe. Acceptable Alternates far STORM SEWE PIPE 41: a. baluanired Steel Storm Seuer Pipe: • Tr. 5, 0.064" thick. Tr. 2 with welded or 0 .j 64" longitudinal s*ams 0.064" thick diameter 3 inetits {argtr b. Aluminized Steel Storm 5*wor Pipe: Tr. 5, 0.064" thick. - Plain with gasketed or welded and ro_ olized longitudinal s•a.i ". 0.064' thick, diameter 3 inches largo #. C. Aluminum St arm Seu*r Pipe: Tr. S, O.Of," thtci:. Pain with gasketed longitudinal seams, 0.Ot, thick, diameter S inches l'r?"' I d. Spiral Rib .nrw Sower Pipe: Plain aluminum or plain narrow p tch 41vminiA94 steel, 0.064" t hint:, Plain aluminized steel or plain narrow per -tn sluminited steel, U.004" #hick. Tr. 2 gal'vantted ctetl or Tr. 2 •arrow i tc!r gaiwanized sttelp 0.044" tntck. Remove Catch eosin and Pluq the Tnlet' Et•,d of the PipQt with Conc. Cla.is G <50e Special Proutsioms). Pemove E4isting 12" Concrete Culvert Pipe tSet SP ^•lei Prov:sior-t;. for Edge Undtrdrain Details See Oratnay* Detail Sheet No. 49 .ieo Special 9rovttinns). ror`* Underdrain OetaiIs. Ste Drain• .r Oetait Sheet 4S, For temcrett Header Typt A Rtsinn, c Or n t h 449,('150# t* at avt Detail t S Ott SPOC141 Proriz,ons). rho flouline of the underdrain must t located at or above the rroun tlo- ati.hs of all pipes connected to drainage structure. ln.cluded in Agreement UC 270t . t. i .. to wtsrf .::_<: war<tIingtoiN Stott TAT FED. AID PROD. NO. HIGHWAY DIVISION Y: DRAWN .ate I F Sla 8 0#t9R TO � ; c##ecmeo IMP Dapartment of Tronspwiation PAOJ Mot t 90W022 •..�Cs�a �•- -, .a-.�. _ (9 01ST 1,04 * T 4T I — CogTRa T mo. A PRUY ED S 6 rSWTUh . ' NOT E 5 ". �" �J^• DOT FORM 2214** ;j R/12/87 .T r 1, �.s J � 4 r t'r i ti r OIKUCTURE NOTES Wa T FORM 29' R "2/87 n HIGHWAY DIVIGION APPROVED sit 0" AM t Wo0in tort State 9 Sill li O'�Et#ltit TO ft�J Wct d' department of Transportatift STRUCTURE ''NOTES Li • & OEIIERAL NOTES T4E NEE.I NON- ER rrF THE "f00f' 4 'E!fP: IC+ r .r��N CwfF( h+irPE? OF it +E �, - a _ '•s 0 1 ° i f .-• 3 1. itquires Beveled End Section, 'Ste Std. P1aA C INri' Ld45, r i '.ci 7r.D 4414 P: � W u .a :r m a i sa i } ic= ?�i o i 2 i-a 2 1 f $ 2 0'T1. R%FEP; 'Ti- FOUND t4 :.N THt LnN:I t Fpi';r:.,,A I,, j, "j+�) FiNr lif c :wEEf. i i "'rte : 1 •i -. '� 2 } i i ; i I Y. Requires Beveled End Section at tht i.,x �.� ui CC m-•• Pipe. r 11anr0 ;7a.dutltt of the P e. 'See St ; t W 1 ;� n ... a •r a : c� x•. •" x "" �.-. f ; t� cam . i i 1 ; .- .., 3. Reravo Concrete Ntader and Pap 1 ace FILE NiNEF: i I i?4 1 with # Raveled End Section. Stn Std. _j ° i t Plan 0 -7a. (See Special Provisions) dX n = i I 1 2 15 flsr - ?r) " i 1 1 2 4. For Ripprap Detrti So# Oratnagt Ottai 45. - - •._.. --------------- _•- - 'L •L •L.F. L L.F. t -- ----- t`EACN `3 ---- - ;- - - - -- - ----- '--- ----- j . Sheet No. OnE lnCRrTgN _ _ ENCi+ - ----- EArN EHiN ... _.._ C.'�.- l.F. L.F. .f. .F. __ _ __- -- -1- _.. -- -__... ____..i __• ..,__-_•, __.__ _.. - - - __�• -- - - - -.__ .. ;_ -___,_ - .-- ,._ ------- -- -----•; S. _l 1 1 1.16 i pewovt Cuncrttt Meader and Install a Grate Inlet Typo 2 t$to Special )7 -7 .__-_ ._.- 61+,�.,.;r' ------ -- Fr., TU ._._..- --••--•• --••- --... _.___. i _._ __ . -._. ___... ._'---{ •--•- - ---• ----•- - ^_• - ---^ - - ---- ------- -••-- °-- -- °•- --1 ----- - --•-- -•-•-- --- -• -1 --- ----; Provisions'}. - - -- ---•-- -- . __ - •.•- i --- --- - -- -- -- - - - --i - -• -- -- - -- i i --- ------- ----- -1 -• ---- • °----1 -- -- -- -- -•-- -I -- - --- 6. I 113,iS,16i Use a Vaned Orate. :? ! _.._ :3-.. W PT.a TO - -----_- -•__ -- .c ------- _ _ --__. _______ ,_,__ _______ _____ ______ _ ------- -------- . --____ _ °_ -• -------- 7. •t Remove 12" Concrete Culvert Pipe 94r ^4 -44' PT,) i- - 1 --• -, ... »..l -- : •--- ' --- --- - - --- - ----- -------i-------- cSae Special Prtt,tsions). ' .--- ------ ----- '- - _ _ -- - -- ---•-- -- - -- ----- -- ---- ------1 - --- • - 8_16 _...a, - _ - - --- - -._... ----- ---• I _ - -°1•---__.t - • -- -•• - -•---- -- -• °`---- -i-j - --- -- -- -- - - - -• - 8,16-- 8. Connect t0 Existing 1:" Concrete S' kT,,-- • it 6 - - -- - --trl --- IT. T....__. __ %tiJ -- -_ -•- - ------', - - - -- _ •_ -» _• - - - - I - -•• -- -- - ------- --i t- -� ----• 1 _-- ---'-- •- - - -1 -_ - 1! 1S 61 4. 1 Acceptable ales for t 1 p able Alters S �.n SEWE ,--• -- ._.Bi•Er +_lT•,---- --._ � �1 oil _.... __.__ ..- - ------ ••---' __--° -•- -- ..,,_._ - •._.._ _._.._ 1_.___., 1- _i_ ___... --- -_ -_---- I._-__--1- ! -- ^- °---- - ._.___t PIPE are: Stool Stork Sewer Pipe in - - ... - - --- --- - -- -- - --° --- ---- • ... _...---i_ -._.._ a. LT ala•rniYed 5, 0.064" thick. il.._.,_ r.� ?83 ae 2- i12,iS,16i Tr. 2 with uelded or ask.tt#4 ' -'.°' - - - -i -... _ - ---- -°-- - --- - - --- -- - -- - - - -- --• - -- - -- --- --- - - -- - --•--- ------- '-_ - ---- --- ----; - -----•t udd)nal soassi 0.054• Chic, 9a.r,u t.�' L� c 1 • +fj.9,16 diameter argtr A1LRSn Steal Mork Pip* f•i.t 36•� k• _LT, r`+ +'y- - _. - :- - - - -- _....- -- - _._ .---. _...-- i ----- 2 I -• _ - - --• - ---- - --•-• ----- -1 -1 1 1 t 1 I b. ►YId �eweY - Tr. 5, 0 064' !hack, +� Plain ._. .. `;4' _.�....> •-- -_ - -_ '_._.__ ___ -- i. ._._ _.._ . ---- -__ -_ _-- -_ __... _-_-° _ _- _ _ -1 I. _ _...__ __._ _ -• __t_ • -I- -I- - -- _ ..._ 1 1 with yasketed or welded reketalrzed longitudtr+ai - -- P' .. - - lf, --r -- .._.._ 1j;' •� 1^ ..._._ ._._. - --1 --- - -- - - -- - - -- - ----- ----- --- - - w+�l" ._ -- --------------- °-- _••-•- ------ I and seaNt, 0.061" thick, diameter 9 P., s N_ I i 1 {�I 1 2 ,4y3 1 +l, inc itY lary.r. r!• _. -- __ --_. -_ ___ -- - -.. _... _. . -• - -- _- --'- - - --- --i- - -- _.-- - -_--• -_•-- _--__ -__._ ___. _" - - - -I- - c. AluminUK Storm Spoor Pipe: _ -a' LI. {u_..__. rTj-- -<r--° 1 1 lb i _.____. k i _,__- __.._,.._ 34 iT .C"� __ .. _. •..___ ____._i.___._ ...._i...___ ___.__ t -____ . ir�ral - +. _- •._I._. _. ____.. ___..._ .•___ .1 t 1 I i Plain with 6aakated 17ngitV4ina. $tams, O.0 thick, dt +Meter 3 i_ ° -_I i- •I terot arpr. Sever Pipe: S7_ _ $+rv, Lt, fr _ ._..... ._-•- -- - ____1_ --_.. --- ---_- •- --- +1__.. ---- _ ' 11,16 ____ -._•_-!-•---- ; . ----_ _._- ._I ------- d. -5pplain aluminumkor plain narrow s..f__ aivNintiYed steal, 0.064" _ »_ .-_ -•- -_--.. _ -i_ __ ._.... - -- _ °---- -•_-_ _.____- i •i thich la --- - -- is -•- +'.r. TO 1�• I- i • {• - R i -dam 1 i- 1,16 -'- - {- i •1 ' i ; '2 - Plain aluminized stool or plash na. ^row pl itch al 'iNl nlied stall ��• Lt, --"" 'd" N I i 0.064" thxc,. + :+ f... :.,. 0.;._.. _. ---- _- - --- --- °.._.. _..•. _ _ --•- -- }+i ........ --- 1--- ---- --- -- - ----1------ -i-•- °----I - Tr. 2 galoaniced steel or Tr. 2 :{. .•i ._ -Tf- ... __. _... F; t -. __--- _ -___ .._.__� _.._• i13,15,1f'. -1° - -t narrow pitch galvanized steal, 0.064° t>tick. +' a ' ,kiT. 1 ._.__._� _____.- l __ .._ _ i ....... i ...... - --• i i ✓ -4m - - - - - -1 --_ -_ - -___ 10. 1 1 i 4,9 I Rewoue Catch Ballot and Plug the Inle End of the Pip* With CIVIC. Class C " - _. _..° -. _`__ -•- -' - -- • --' -1 - -•-- -' -- --- ----------------- 1 -- -----1 See Special ProL sions). qtr ,4` `T:.. /� +fir.. 10 . _ _.`. ._ __. -- ------ - - - --- ....... ---• y_ - I_ .� -- -- - - - 1 - 1 1 - -- - ••__ 9,9_1& -- _-'_ - 1. 'i- •'` -I1 i.eNOVe Euistino 12" ,",oncrtte Co p era •�•- i ` Ptpt CSaa Spe Provisions). �- _ -- _. -------------- -- ---- _ - - - -- -P I°!'t- - - --_'- -_ - --•- '--^ '1 t#1 ;_,. -`*..._ M_.•., 4, 9, . f• 112. Fur EQ9t Undtrdrain Details So* 6rainstga r5ce _.. ._..- , _____,_,_,,. ___ _.. __.__ ___ ,_, -_ _ - - --,1 -_-_,. ..,.__ _ was _-i•i' -!L- -- ------- - - -_ -_ - _ - - --' - ---- -_- --- Do-tail Shoat No. 4� Cpeeial Provisions). Via.. ;c. lT. i ` _�. .• _ . --- i .. _ --__.1_ 1,16 13. I 6 e dram Details, See Drstn. For " Und r _ ................... - - - --- - --- - ----- - - -- -- - . _. - --- - - .! - - ----- ---- - - ---- •---- ---•- -1- -i• •1 Uetatl Shalt 4:. y.• r ? ,a '' LT.) i i _ i 1 i 1,4,15 i - - _• _ __ ----- -- -2 -- --i - - - -- •- i ----- '- i "4is - -- -- ---- ----- -- -- °• __....._114. For Cencre!e V#&.1 ar i ypa A Pattision, r 1 r: . - _ - - _._ __._ ) 1 _ _ - - - - - - - ._ ._.._; ._•- - - - - -- i-•- �'�'9� 1� { 1S 162 i - ^•- °-1 ---- --2 - - - - - - _..._ - --1 - - - -T- i Sea Oraina t Detail F t 44 t i ae See Speciat Provisions>. .,__.... ___,_. ._._ -.._-- ____ __ ._. _... .___• --.. .._ _ ..._1___- - -___ - - - - - . ' 1--r-- ..,r _-� -- -- ---_1 - - • - - i - - - - - - - - - • - - - - - - - 15. The fl;iwlJne �' trtr u.ordrata must I 'R 4 � 'o ' : ?' RT.) .. _• .... __ __- - - - - --_ ! ' i_ t _. .,... --• - ------ -...--- -- ----- -- ---- ------- -- --- --- ---• f 1 1 I+ 1 1 4,16 - -- i-----• ____- • ---- -' •••__ i -------- } locat. eG at a� ,�aue The crown elav :t;on er- i pipes a ! conr+tc ted to a�•' l_ =r. .._.yi • -_ _ ._ __ _. _._.. .1 1 _._.. _•. 1 -_ ---- •i - - -_j.. - }-- - _...1_i__ ---- _--___! ___ -_ 2 ^4,16 - ` -J `I drainage structure. 2 b ys•.'• r' ?.T TO - - - Included to Agroevent Uc 2701. „ -----..__ _ - - ----- _7 ---- ---- ---- -- --- - -----t •_ -• -- - -- - - -•- -: ---- - -1 --- --- ------- - - - - - -i -• -- •1- ----•- -f .•. • 5' 1.T. - -- --° -- - - -- -- •---- _ --°- -1- - ---• --- -- - - - ---- --I - -- --- --- - --I•- -!r - ---^- - 1^ I I 9,16 ----- -----• --- --- I•---._ i...... - • - - - --f . - ..... 9' +•5 -- 5+1' RT.T TO - --- -• i i 10- 1 1 s t _i • ,�, 'c.f.' nT,) I• I i 1 t i_ 2 2,16 1 -.. ----•`- -- i i ``r 1 i i t -- - 1 -0 I 1 1 ._..O _S --- -l- -- •bF- - _ `1383 i '0 i 1 '0011. i n_ J_} 0 1 RO i 0 0 I is 0 !� 4 1 0 1 13•' 1.1 0 1 0 1 t • _ - _.. .., ..,_ -•- - °--.._,_.._ .. - -- >- - --- - - ---, ^- _ - °. ...._ _• -° -t----- -1 --- _ ___._- { - - - - -- --- •-- 1-- - - - -- ..._.._1. -,,a ..l «ia"•_. -1 .. f Wa T FORM 29' R "2/87 n HIGHWAY DIVIGION APPROVED sit 0" AM t Wo0in tort State 9 Sill li O'�Et#ltit TO ft�J Wct d' department of Transportatift STRUCTURE ''NOTES Li • & L. 1 � V r Fj •T e °' v n L ^� ISl S► MUCTUR MOTES DRAWN p MAT cna" R/12/87 - - -•- 1EHEE PIPE are: ! A. iialuaniz•d Steel Storm Sewer Pipe: - -_ - - -! ir. 5, 0.044" thick. { 9 - Tr . Ili th welded Pr Aasirel6d l-- - - - - -i lonai;vdtnal seams, li.064" thick dtamster' 3 inchtx lar yer b. 141Vmintztd Steil Storm fewer F'lpt: 1 - Tr. 5, MW thin. ........ - Plairy with gaskettd or welded V• I 1 I , 1 , C. Aluminum -torn �oufr Pipe: 1 Tr. S. 0.06" thick. I ------- - Plasm Mith gaslettd longitud :na. .S- I-- - -i seams. 0.06 thick, diameter 3 Inches larger. I d. 5piral Rib to _ewer pipe: � - P„ >in a1-am:num or lain arrow n : :n u tch aluminizd e st eel, 0.054" a rh PIai" aluminized steel or plain I - - - - -- narrow ppiFCh alumtnized steel, ! { THE 'SHFE' N�IMSEt' OF THE "CODE" i'EFW; 1 � i ! � : 0.6£4' thick, !� Pf"ovt Catch last" and Plug the Inlet E"! of the Pte wtth ionc, Class C e±= ► 9. G. To THE PLAN SHEET M!1MBEP Of THE i Plr1M m n -- t a G ;s.s I ! ? ; i �; i �� ! I i 1 a_ ! 1 For Ccn rote Header ryypt A Revision. utrfF : ailed End Stet ;or.. See St Plan P -7a. hMfFa('r IRE SF.fiM! NUt}t3Ek :.r 5peciai Provisions). I- -- -- - -t 1S. � � a ice.. • >c .s �M a I a .- . Included in Agreeme"t UC 2701. -- . REFLPS TO THE +C'N =•'C11 ^TION FENTIMf. ! � ! � - - -- - �jr Requires FQUNL OM rHE FAr' I + :t'!.AF ;ic r. ! ! ter. �z ! �i a as: ! ! ! 2. Beveled End Sertion at the Inlet Ovtlet the Pipe. Ses -- - - - - - ._. .... - -•-- - - . :z �w •nd of "tit. P l a r, 0-74. _-...Il•.r, ... -`S' -• -- --..- --... _..._. _._... --- -_ ..__ _,_..__-- -'yON � "" _..--- - w - ----- .... �.,aw. �. -.- --- -- -- -.___ 74'4 o s z °_ '-= z W : ! Q 1 -• ; ! a 1 ! LL! 9. Remove (oncrete Header and Replace FILE MAME7,: ; ! ; ; !3'. z : ! a c• ++ ; ! � err ! with a Beueitd Eno Srctlun. See Std. , ..s'. ....jp - - -• ------- --•- --- - �- - - -• -, - 4r5 i Plan $ -T A. (Ste Sptctal Pr owl slons? ! (It :S9:17 HM , . - t ; - -! - i ! { Mro ! ! ! ! -- ------ --1. -ON ---° - --- -- ----- -- _ - -- -- °. - ----- 'L - --- ....... -!- - -- -- - -- -- - - -i -• .--- f- ------ -- - -EA(H-- -EHrH 1 - - - - -- 4. Fcr Rippra Detail Ste Drainage Detail Sheet !{0 As. i.,E :.91 --- -! ._.. Ek':k 1. L.F. ! i L.F. - .as i.r. L.F. 1 a - --- - - --.._ _..._ _ -._•. - - - _•-�-. ._.,.. ------- _.... _..- _..__!_-_._--! ------- ------- ....... ------- ____. __-• 1 -! - - --- -- -- -- --- ._ --__ .___ -- ........................... S. Remove Concrete Header and Install a iE B ?•i•'t '.5' t.r.> TU i I i i ! 5 11 i-a *. a Inlet Type 2 t5ee special .. __ _ ._ -___ _...__ , ._.._ --- _ -_ -- '- _. ---- ---_ -- _--_. _ -___ -_._ -- ------ ----- - -. _._ -- - - 's+wr. -yam T t ; - - -- -• - -•- -------- ------- __..., -- ................ •... -_..._ - _...._ .._ _. ------- - - --- _ ---- --l- -- - -- --- -- _ __- _.._•--- ........_.. .___-____ ........ _ _.... __.___ ------- _.._ ....... ....... _-_- -., __ __ _..__.. .. -.,___ -------------- --_.,___; ...-- ------- ------- ; 6. Use a Vaned Grate. .............. . ....... ....... --- ---i- - -` ! •- --• ,---- --- f- - - - -- - - i --- --- - - ! - --- - -- - -- . -@to ►ipe eoPri.r.(T 5 -lti ;,. L; -" ---_-- ----_ i -- -- _-- -- °-i-•-• --- -- -: ---- 1 i ,'q qn,y_ ►� t ia1 - ^- •- -- T. r0 -_._. .�• -- -- -- --- 6C! - -'- --- ._i ._.. - - -I -•- - ------ -- - -- _..._........ _ -- _ - _.. - - -- - --..__ I• _._. - .. .._.._ - __..._ _ --- ..... - - -- - - -- --- --- -° -- - -- ..... -_ --- 3 Connect to ixi +:w t a g 12 Concrt e sue• +ri <S' _. t tulcert Pipe. '�' i•i; ".I'.- •c,.`'.._.in.___. .. ._ ._.-- -._._ ._.... _..__ _...._ -- ..._ -_i ..,_ -. ____. .._.._ _.__._ .._._. __.,._._ __ ._ ---__ .___. _..__.'• __.-. -.,_-_ ___-__1_._4 9. 3:,-s•tat14 Al for SiuitiM DRAWN p MAT cna" R/12/87 - - -•- 1EHEE PIPE are: ! A. iialuaniz•d Steel Storm Sewer Pipe: - -_ - - -! ir. 5, 0.044" thick. { 9 - Tr . Ili th welded Pr Aasirel6d l-- - - - - -i lonai;vdtnal seams, li.064" thick dtamster' 3 inchtx lar yer b. 141Vmintztd Steil Storm fewer F'lpt: 1 - Tr. 5, MW thin. ........ - Plairy with gaskettd or welded I i --- --- sfamr', 0.0b4" ti.ick. diameter 3 inches lar,Ter. C. Aluminum -torn �oufr Pipe: Tr. S. 0.06" thick. I ------- - Plasm Mith gaslettd longitud :na. .S- I-- - -i seams. 0.06 thick, diameter 3 Inches larger. I d. 5piral Rib to _ewer pipe: - - -• - P„ >in a1-am:num or lain arrow n 12 u tch aluminizd e st eel, 0.054" PIai" aluminized steel or plain I - - - - -- narrow ppiFCh alumtnized steel, ! { 0.!'64' Mick, - --i - Tr. 2 galvanizfd steel or Tr. 2 narrow pitch galvanized stool, i•• - - --- 0.6£4' thick, -------- Pf"ovt Catch last" and Plug the Inlet E"! of the Pte wtth ionc, Class C -- -- (5#o spacial Provisions). - -I- Ii. Cemout Existing 12" Concrett Culvert i Pipe (see Special F'rovist Ong) . ^4_ 12, 1S -112. For Edge Vpdordraiii Details See I - -- ---! ! i Oratnage Detail Sheet N<,. 43 Set :peciai fruvislo "S'. { 2 ;13. For 6" Underdrair, Details, See ;- -- - - -i i,rainsge Detail $nett 4S. '------- 114. For Ccn rote Header ryypt A Revision. 2 '.fe Drainage Dvta,l SF eat 44 ':See i - --- -- 5peciai Provisions). I- -- -- - -t 1S. fhe flewlih4 of tAr uuderdrain must e tl... ..... l +- .._._... _.._._ ------ ------- Included in Agreeme"t UC 2701. -- _ - I 2 : _- --- --- - - -- - - -- - _.._. -- - - - - - - - - - - -- - _ .. -- - - - - - ._. .... - -•-- - - - - - - _-...Il•.r, ... -`S' -• -- --..- --... _..._. _._... --- -_ ..__ _,_..__-- -'yON � _..--- ----- - ----- .... �.,aw. �. -.- --- -- -- -.___ 74'4 pi., {!, 15_ ..s'. ....jp - - -• ------- --•- --- - �- - - -• -, - 4r5 i !c ! - -1- - - -! - ! ..ric' 29' kT. t -- •1- ! -- -- - hjJ_.. _._....i ... ,..1' ...._.., R.. •-- - - -. .__... - ---- 1 - -- _....`..._.- --- -! ._.. -i �----- - -- --- - .as -ld.a� -4! T ------- a - --- - - --.._ _..._ _ -._•. - - - _•-�-. ._.,.. --•--- -- -- - -!- - -- -- - - ---- _-- !__ - - -�- �, '.� .... ...__. tr1-5 _. ... _.._.,.__ 1) _ kT,i TO _ ._ -___ - -• -••! --__. _._ ! ._ ._.,, _-- - - --- ---- - -- --- - •-- ..- i - - -- -- _ ___._ - -. _._ -. __ - - - -j -- - - 's+wr. -yam T t ; - - -- -• - -•- -------- ------- __..., -- ................ •... -_..._ - _...._ .._ _. ------- - - --- _ ---- --l- -- - -- --- -- _ '- -- - --- ...... ; .............. . ....... ....... --- ---i- - -` ! •- --• ,---- --- f- - - - -- - - - -- i --- --- - -- -- ! - --- � _- .._..t ____° -_•.- - --. ____• '- " ---- -..1., _.... -- -" ---_-- ----_ -- -- _-- -- °-i-•-• --- -- -: ---- �' --�`�. • ;_..- ---- ___ -;. qn,y_ 10 �CiT lT.) PT.) - ^- •- -- !----- - _._...; -_._. .�• -- -- -- --- 6C! - -'- --- ._i ._.. - - -I -•- - ------ -- - TO [- _. '�' _ Jp-li. t4• Or.,, To i 13 �; -i ;art tt tip •1a' LT, I To 1 i !0 DRAWN p MAT cna" R/12/87 - - -•- 1EHEE PIPE are: ! A. iialuaniz•d Steel Storm Sewer Pipe: - -_ - - -! ir. 5, 0.044" thick. { 9 - Tr . Ili th welded Pr Aasirel6d l-- - - - - -i lonai;vdtnal seams, li.064" thick dtamster' 3 inchtx lar yer b. 141Vmintztd Steil Storm fewer F'lpt: 1 - Tr. 5, MW thin. ........ - Plairy with gaskettd or welded and remftalized longitudinal i --- --- sfamr', 0.0b4" ti.ick. diameter 3 inches lar,Ter. C. Aluminum -torn �oufr Pipe: Tr. S. 0.06" thick. I ------- - Plasm Mith gaslettd longitud :na. .S- I-- - -i seams. 0.06 thick, diameter 3 Inches larger. I d. 5piral Rib to _ewer pipe: - - -• - P„ >in a1-am:num or lain arrow n 12 u tch aluminizd e st eel, 0.054" PIai" aluminized steel or plain I - - - - -- narrow ppiFCh alumtnized steel, ! { 0.!'64' Mick, - --i - Tr. 2 galvanizfd steel or Tr. 2 narrow pitch galvanized stool, i•• - - --- 0.6£4' thick, -------- Pf"ovt Catch last" and Plug the Inlet E"! of the Pte wtth ionc, Class C -- -- (5#o spacial Provisions). - -I- Ii. Cemout Existing 12" Concrett Culvert i Pipe (see Special F'rovist Ong) . ^4_ 12, 1S -112. For Edge Vpdordraiii Details See I - -- ---! ! i Oratnage Detail Sheet N<,. 43 Set :peciai fruvislo "S'. { 2 ;13. For 6" Underdrair, Details, See ;- -- - - -i i,rainsge Detail $nett 4S. '------- 114. For Ccn rote Header ryypt A Revision. 2 '.fe Drainage Dvta,l SF eat 44 ':See i - --- -- 5peciai Provisions). I- -- -- - -t 1S. fhe flewlih4 of tAr uuderdrain must e be located It or above the crowr I- - - --•-` tlevatic"s of all pipes connected I 12 I to a dra,nage ekructure. 116. Included in Agreeme"t UC 2701. I 2 : 2 3 34' iT., iEEt rCTAL i ;! ! S Iw 1 5 0 i 0 4757- 256- 0 1 0 i 50 1 9 3 f 0 1 0 E i B 0 1 G 1 i ..._ .... ._... --• ---- - - -- - - -- _- - ------------------------ -- ----1 --- °!------- !__.,__-1 ----- -- 10 iWASH 9OW022 kIGMWAr DIVIVION AWWOi Washington State > Y 8Q S To : Department OE Irons! t&a STRUCTURE NOTES 1 w W; 4 4 if M �3 13 �ri :e sr � •da m "'64PRUCTURE NOTES 6ENERRL NOTES N'•: rHE rE "HEEr ovinscR of THE 'CODE' PEFEP.St t ?� t'E PLAN °.HEET NUMUEP OF THE I m 1 °e 1 ° w ¢ 1 ° t "" t Cf'MrkAC i t! qll <. rME 5ECJN0 NIiMBER - j a f °` °' 2 i J �'_ ' 1 a ;� i +, Paquirla Steeled End Section. roe REFEpS rn THE LaMctourCOND crRre z rn "" = 1 � � 1 „ � t � y ! J `: a E f Std. Plan 8-7a, rU!IMG ON rHE PARTICOLAR 5MEET. a ! 1 t qu 0 t ea :o s4..a co poi c�aa <�sal s z : t • ,., r.. a <, � a ; � 2. 2e fires Ravrle End Stctien at the I !'let and Outlet of the piper Ste Std. `� ur- I m ee t au Plan 9 -7a. R.I ' a °s, a� I S. Renout Concrete Meader and Rtpiae+ FILE RNAES: ,' i u ;� s ,= r,,° i U u I v ! with a 9evtivd End Ser -ti on. See Std. i « ; 1 Z. ` - ! I i Plan R -Ta. (See SpeciaL Provisions) Oy:49:50 AM ; 1 i z <" t ' 1 a , 15•N air -90 ! I �+ t 1 1 0 . I 1 4. For Rtprag50etail See Drainage Retail -- -- -- ----- -- - - -. - - - -- ---- ----- -•-•--- ------- - - - - -- =4 -• ---- ----- -- - - 1 -- -- - ------ - - -- -- -- -- - -- ....... 1-------- Shoot No. , AE LOCNTIJN ER_M EACH -ERCM t C.Y. L.F. L.F. -L.F. -L.F. L.F. L.F. ' L.F. 1 EACH EACH ._I -I I __._...._ .._ _ ______ ____ __ _____ _•_-__ ------- _ _..-• ______1 _--- _- .__- 1 - - - - -- ------ 1 -- - --- -- -- - --- --- -- - ----- S. Remove Concrete Header and Inst;.11 a 0 -1: 194 2 :'A' Rr.i 1 1 Erato 1•ilet Typo 2 (Sao Special --- ---- -.. - -•- - - --- -- -- ---- ---- -- -- -- ---- •-- -- ----- ' - - --- __ --- --•--- ------- ......._t_......_i------- t Previsions). I1 199.85 34' Lt.) TO -1 2 -i ------------------------------ - --•• ------- - -- --- ------ - - - --- ....... - --- - - --- - - - ---- - -- - -- I -- - - -- ----- - • ------ -- --- -I-- - --- - --t -- ----1 6. Use a Vaned Orate. 140+11) X34' LT.) 1 f t : i 2 1 1,.•_._._t....---'- - 1 -•... - --- - ---•- ------ -- --- ----- ---- -- -- - -- --- -- ----- - -- -------- ------- -- ----- ----- -I 7. RSnove 12" Concrete Culvert Pipe ' I ' (See Specialf4Hl aaatS %. 41 ! 14:ir00 '.27* Lt., ! t 1 -!- I 1 4 -a1 •Z- ---- ...-143.91) X25' Pt,,-- °- --- -..,.. . --_- -- --" _ _ °_._. _ ..._+------- ----- � --•-- ...._.- -•--., _...• -_ °.._ ._....-------- i------- 1 ........ t---- °_ .-__- -- ^ --- -^ ° -•- , ------- 1 0. Culvert Plpe.isting !2" Concrete 41-i 145+1)4 •.;4' RT., f0 i i 10 I 9. Acceptable Alternates for S!OtiI 599112 _.. ................................ .. Rt. ___..._ _...._ -•--- _ _ -• -- • ---- __ -• - - -- -,_ --- -- -------�- - --------------- ---- ---- - -i- --2 - 1 PIPE art: uanlzed 'Steel Storm --------------- _______-,__ -_ --_ -. -___ t _,_-. - -,__ ------- -._ -_. ------- _ __ - -.,_ __.... ------- _.__ -- .__ -_ ....... ___ -. , -_ - -- - --. -_ _ Sever Pipe: 41 -4 245.5 r 1•. 1 1 �- 1 Tr. S. with sskete'd 4 2i' L 1 1 t- .1 i I I i 1 t Tr, 2 y -i ------ ----- -- --- _- -- ......- •---- - °•' --- - - - {_._- -- - ------- _' -_ --- --- -------- , ----•i longl�udinal ream. 0.064° thick, 41 S 14„ 21 Qi,, or., __ I di4mgttr 3 inches �ar tr • C gg _ _.1_ � b. Aluminized tool Sto m Seutr Pipes 4' e Y'1 +4i i3- Ff., t ; 1 t t 14 1 - Tr, 5, 0.064" thick. ' _ _ ------ ..... _... -_- _--_ _•- ------- . .... -_ ___._ -•'-_- __ --- --_-- -____- --....- ---__ ...-^ ------- ^_..-.- ------- __.__ -_-- -_ __..___-I Plain with gaskoted or molded 41-7 Ic?+39 -..34' R1 -! r0 10 1 t 1 1 and r0 Pat aii6iztd longitudinal I -i- - -i ream 0.064' d4 I 154100 ' ';4' sr., t i 2 1 inches IAT get . , 41 d '57,:'1 i34' kr., -i 8 ....... -1' 1 14 ', t. A1Ff S, O.06i' thick. t -._. - -._. _.. -- - - - .., -. - -- - ... -., __ _ - al . ,._...__, -.._.. .. ,.,._..,......_.__,_. .;_ to �a:v"tatl longitadimS -i -I Pt alp with seams, 0. 6 thick, diameter - - - - --- - - - - --- • - ---- __ -- - - ----- _..._. - - - -- - - - - -- ------- - - - - -- - - - - -- - Inches larger. 42.1 1b6•o{ ,t4' Vr.) I 6 14 d. 5 iial Rib Store Sever Pipe: - - ---- ------ ...._. ,.---- •- - _ -----° -•-•• - - ----- ------- - ----- - •----- - - Plain aiumLnun or main narrow --• .- - --' -- ----- - -- --- -- -- -- ----- - --- -- - --- --- - - - -- •-... -- --- ---- -• - -_ pp luminized stool, 0.064" P1 401r aluminized steel or plain __. .. _ _ •i- -I- narrcu GGitch al n t t 1, I 1 0.064" tt,ick. - - --.. ------ Tr. 2 gaivantzed cttel or Tr. 2 t narrow etch �a lvani.od steel° -- --------- `- - - •- -t---._.. .._, _.. - - - - - -- - ^--- --I 0.0$4" hick. ------------ . ....... .........;........ ;------- t. -• -- - - -- - - - -- - •----- -- - -- ------ --- -- - --•-- --- --110. Rosa,,t Catch Basin and P1aR the Inlet i End of the P1pt with Conc. Class C -1 t- ----------- . ----- -- - ..... ..._.._..;_.._..._ - -- --- ---- ------ -,...• - -- -- (See Spec al Pr liana avi . - -___ _ ._ ._y",___- _ yM",�,;�„�..___t -- . - -oil. mave Eriistln 22° Concrete Culvert ! t Pipe +.$et Special Provtflons). -_------ -.----_.._..-- ----- _ -_,_ _-' -..._ ___ - -_ __. -, F( P"' ��1•'•r, }d1� �} }4 NTITIES.- ..__.;_.____ ______ -'112. for 921♦ Urderdrain Details See \ji l� 1 lJ/ t,�tJ/i i 1 +,] .. - ._- _. -_.___ ____ ________ .... _,- ____._ ._._• _. -.__ __._. _... .__. _.._ _._ __ - -. _.__ -. _ _. __ - - -.._ __.._.. ... .. ..____ ____..___ _.._.__ _- .. -__ -� _ -_,._ - -__,_ _._____i _. __ � -�4 -I Era 0 Detail Shoat No, 41 (Sea L r iF y 5p�cia� Provisions). For 6" Vnderdraii+ Retails, Set Drainag ------ ----- - -- - - -- ---- ------- -• - -- I.._. ...... - --- --+ - -- -- - ------ •---- ---- -... -- -t? l -------- i_....__t Detail Sttet 45, - ---- ---• --- -- -1 --- --- --1 --- - 1-� -� ------ I--- ----t14. For Concrete Hta er T _� yy et Grainagt Getoil TotA44 .So* -- ---- - -- - ---- - • - ---- - - -•--- - - --- - - 1- - - - -- Special Provisions - - - - . - -- - --•- -i--- ---- - - ---- --M I-- ---- ----- 115. rho fl0uline of the under r d sin must be t tr located at or aDvv• the croup ---- - --- -- •----- -- --- - yi------ --- --- -- - -- --•- •- r - ---... --1 - -- - -- .. -- ----- -- i elevations of all pipes connected to a -1 1 drainage structure. -------- !� ----- - ------- i ice- �- -r -+• 1-- M i 116. Included in Agreement UC 2701. - ---- - .•-- - - - - ----- --•• --- --- --- ---- ------ - - - ----- ------- ------- -- --- ---- -- ------ i-- -----I +i- i t -i ... ..._._.---- ..___--- --- -- - - - - - -- •• - -- - -- -- - - - -- - -•_ -- - -_ -- - - - -- - - - -- - . ,-- i-- - -• - -- - - - -- - -- -- - -- •'•- -1 - - - --- - - - -' ..... 1------- i- - - - - -- ------- t - - - - -- -- .- - - - - -- - ----- - - - - -. ------- •----- ...... - - - -- -- -._ _... - i - - - - -- - - ---- + - - - - -- ---­--t------- --- - - -- - - -- - - - - - -- _ _ _i-- - - - - -i ;HIET T6rkL 0 0 1 U 0 4 0 t -0 0 0 is- 10 3:•.v 7.^' 01 24 0! 2 -{ 0 0 i O i I ---------- ---- - ----- -- ----- - - - - ---- - --• ----- ----- ----.. `----- - ---•- --- --- -- --.. __ -- -•-•--- ------- -- -- --1------- t- ....._ ...... - ....... .____.., - -.._._..i- --•-- -' ------- -- -- - - ---- - - - -,. '---- -- --- - ----- --t---- .... - --- -- � •- ----I - --- -- ---- ---l-___ - ^_ E•F•r,;E,i,T TOTAL 8 i i 0 21 816 0 10002 S44 3- 0 30 155.0 0.0 16 1 :4 0 1• 29 1 1 1 0 0 2 .. -• -- -- -- -- -_.. _..- --.... -- -... , .._ -- - --- - - -- -- , -• �-"- --- ' -- -• - -- . - -- - -. , ,_..._ ---------------- ------- 1------- I ---t- -- --- , - •--- ,"t.w' *"'w'.-." - r. -e.; DOv FORM 221 R, {/87 E 9OW022 HIGHWAY DIVISION 'l ftshington State lot 0 40�a - Deportment of Tronsp~e o APPROVED €TRuCTUR 14t TES 7�`fo ! STRUCTURE NOTES SENRAL ROTES z .z THE SWEET h!rME'ER ;.F t•fF "(UOE" • ".EFi PS IQ iNE t'LHN HF.E' N THE _ ;''_ '' ' "" �� ' 1 „",'� ! `� 1. Re wires Reveled End Section. See Cir "IAACI TLRM ^_' THE ':EtoH7 Nu"We ��" ' N=! °D`-' .��7, °$° ° f. I " ' a t E f > +E f tiTlun EMi,iRE w `R t° ^? r. s �:.� o ' � 1 Std. Plan P"F k to VTIC.1! F n z. m :ci i"m vs -'~ i i inlet and Outlet of the Pine. Ste St ' 2. Re ices Benelod End Section at the FOUND r+M THE F'AfrTICJtnR '-4E ET a.n J i z a �aW i� �� + i mcn `a Qv �+ w ; U , ac. � � Flap. 0-74. 3. Renove Concrete Meader and Re lace with i Bevel td End Section. Ste :td. Plan 0 -1a. (Set Special Provisions) lu`5- r7sr -9U H I 1 4. For kiprap.0vtail See Drainage Defai i III :00E gfli!N t.F. �. r9N TOM Y. E. -C.4', (.'i. C.V. i.B. E°f,N F H S EACH 1 -i.Y, i- h i .._. _...._._..._..._ ------- --__._ ----- . _, ------- ' � _. --- - -._-. ----------- S. *move Concrete Head er a nd Ios to 1l s ii I 4 i 6r ate Inlet type 2 (Rte Special _ - •_ --.._ ..,.. - ---•- -- -...- - ..... - - --- ---- ---- ---- _... --•-- - FroL. ions;. kt. ) tir 8' 1 c 93' '_- -12 i -- - --- -- -5; :c! -_- --- --- -- - - - - - ----- ----•• - ... - - -- -- - - -i - -..__.._ ------•1--- ----I---- -- -- -1 G. use a Vaned Orate. ` - -- --- ._ _. ..--• - -- - ._...-- ------ ........ --- - - -- --•-_. .... • ---- ----- ---I T. Fe«ovel2" Concrete C,ivrrt Piet 95- eS pecial Provitinn:' LT. } U _ _._..__ rr.,w ' .. .. 10 u. rJi, .e'± tC Exicti r; 1� fCP'r ^�e }. 1 '14° RT. I �r� I ' Culvert Pipe. r :S -6 ............. , .9' Rf.) TO ------- _ 114 - - -.4. 6',-,- - ^- --- - ..v , -� -------- 1361 I. 12,15 -� S. Prceptable, Alternates fit STORM SLUE -•---- ! --- -- --- ----- ----- _. ------- - -M --- -i-- - - ---- PIPE are: - -.r,t'� 1' RRTf. . U.2 - _ _ -■ i � '� • •_ M a. 6alaTrrn'aA. n.ri S a e, x d Lt' tSteel dStorm . Sewer Pi p r : - ---- .. -M -- ---- -- ------- _ _... - _ __ _. 0.064"thi n 7f LT 1. 4 i Tr ith wet ded or 9 ttd ----• - ; - -- -- di ri3sc�`r64" thlc 10 diameter inher er --- -- ...... - ---• -------- -- - -- - -- ----- - ---; b. Aluminized Steel .Stu ewer PIP* `3S- 5''` i 3�' RI. ma _ -• - -- - � _- _ - °_- n __.. ...; loal tudif"I" 4' , If'_ iti .:Z _ , . _ �.� ! 4_I Ibthsf Uirger•thiri-., 11arettr 3 (tij ! - ._..:.4v." '1' P-- _ - ---• _.... ...... _..._ - -- -- -- . 0.2. -- --° + �� ' .� - --------- C. PiTrinup O'U6m thu k Pipe: 55 19 na.,{ r ?7r Lt., - 1. t0 ���'`��i' _ °I-- °--�.G i teans,MOr06�atbrck4 dio»vdirs tu ° in It la /'C�RI. - --- -- ...... _._. - -- - -- -- -° _ "r _ __ __.__,_ -i -•_ _ d. -S iral R•ib :torn Sewer Pipe: p ._..._____ __.:..... _,-_- .- -. -- . --.. ,_. _.._ _... _ - i�.3 -- - -qc,:- -i• - Plain aluntnur or olsiti narrow �_--- :_...__. -_ -. _.____ ._ _ _...._ -•- I__. --_ - --�-•- - -_ -_ _ '►°1°` - +a+�'r �a_- __ - -_ -- -_ -10- Lich ilvninixtd strrlr 0.064" i > ". -a r - • ®' 4 - Plain s1'jninited steel or lain t. 27' t ., 1. 10 22 1' �'7� D. .' _.;----._- - -_. ___- .-_--......_.._ .. _.. _. -_- _. --- -- ( -- _.__. ___..__ narrow pitch ilurrinized steel. S6- 047 1' LT. S "'"""";i .F•� ail i t tf1 0.064" 4h:ck. a_ ..... - - _. _..._., -•--- --. _,_ .. ate.'~. - - I - .a-- --- - -- -_ _ - Tr. 2 gpalvanized etiei ter it 2 dif60u ihtch galvanised •teei, ' d i "Io A- ( {1' LT. TO , , ,'. _t- 2' - - - - - -va_ �°"""'�`� _._.,..... an v t a it a Plug •:i 34' !T, ,� >,n..a• 1 _ �+°j rT7 _i' •!?n Endrof therh $aruithrConcU9Cl•ssI` It /` _ ------- _-° -•-_ -- --_ .. _. ;t.. -- --____ --------- (SRR cle rOvl siJ rf. 5.,5 :y' LT.. TU 3T. l e4- 442 1 12 1 _.._.__ _____ _ _ _,..___ _.. _ ._.__ i. der I - ; - Spe l n '� ���•�y'�• .1 RemaVt E,:ietinq 1Z" Concrete Culvert -t_� - -. -• - --- - -- - •-• -• _.. -• -- - ----- --•- - �.. - -af;---- -- --- --- - -- Pipe tSet Special Prov ::ions). i f Y '6 -7 7i -41 '.:4 L.. is �'.°w't �..es� i 2 i 12. For Edge �netrdrin ettstic� 3t5 -- • -• --- -. .. _. .. --• --.... - --- --- _ -.'-- ----- _..- --__ " __'I- -- -- - - - -- ---_- i --- - - -- rai na a ati hY ko. w _ g9 -I^ Sp►rtatiPrsvtsinnsie i 1. r - - - - -- -- --- ------ ♦ 9 10 ii' For 5' Underdrila Details See urain _ -;- -1- • -i Oelai! Shoot 45. ». v S -.... ----_ • - - --- -- . _.-- _ _._._. . .-•-•-'°- •-- - -•-- j--- -- � • -- . ----- ---.._ - ----__ __...- i - -- -•- -I I ! -- --f14. a , R r!i t' ;406 +3S' LT.) See Drainage Dtal 54 e t 44c 5er --- - - - --- - --- --- ----- ---- --- - -- - -- --- - -• --------- I Special Provisions). 4- -- --_it:. The ilou:ine of the uder -------- _ _ _-_ , rain ayst ar -- ---- - ---•-• ---- - - ---•- -- -•-- -- --- - --- - ----- -------- I------- ;7.1 LT., TO i 5U 3 is 14 ! i -__ --------- i i 1.16 locatrd at or a!�nve the croon v- -- -- - ----- ------- ------ __- -.1_._ - _i - - ---- ---- ....... . i----- -- i- ---- - - �- -- - ----- -i il.- -;- - -------- - -'i aliiatio itOf all tpipes eonnr.cted to a --- - --•-- - - - - - -- ^- ----- -° --- •-- -- t - -•- -- ._- .-'t--- --- - - ---l- - - - - - - -- 2 knrSO ?�rLT.i ti ]00 200 93 ?a_ 20 1 i� j l,16 'lb. Included in Wgreement Us.' 2T01. - •--- - - -- ------------------------ •-- ------- ------- --- ---1 - -- '•-- _ - - -- i ------- . ------- - '- - -l= rr.J� =. :_-Y i__._. :' " ------- � - • - - - --- ! • -•-- I -•-- - - --- --- -- I - ....... --- 1` ---- ---- -- ----- ------- � -- - - -• -! ------ �-------i----- - ---- -- }•.. ^ E2-50 r 4_ Lt.; 10 i 14 , 16.113,15,16 _- _--- --- ____..__._ - ._...__.___. - - -__ _ __ -___i ------- i------- i------- - - - - -_ -------- ------ --- -- -- ...... - - --- _-- __ -i_ -- _ -_ - - _ r444 451' LT.) t ------------------------------ _-- ___ ------- ____--- ...... ------- __- _.,._ ------ i --- .__l_.____ _ ___- __ ------- ------- ------- �------- ;------- }--------- .1' --- - -•_. ;.HEET.tUTRI-- - zo'; 3` - -.-0- --- -0 -( -- ^- - "s 44 r +0- --'97 - - -10E' i •- Epp -i-----9- - -i... - -- I... -•.- - -_ -- - •--1------- 1 °-- ----ii- .- -••- - _ ----------- - - - - -- - . •---° - -- -- - -- -- °- -•- ,_...� --•-- -_- -- ------ ....... -t - - - -- --- U -- 0 --- -- -- - -- -• -0 god) STATE FED. AID FROJ. h!0, HIGHWAY DIVISION �' DRAWN 10 IVASM Washington State 1 -`s , ^ ° Department of Tronsportoiiio 11 3 D�XIt�AAI REM ON a r oR01. iN(,R 1 1 90W022 DIST ADM 'A" m A' RATE I R t r DOT FORM 221-M R /12/8? 7 t� f;w I 9 ZA 2 1`j (Y' ,x 1 .j 1 -e N li 0 P °� z c NOTES •� � t I ; 1 t °- i i t BENERIII NOTE5 NJTE i t 1. Ra uiras eevelyd Eied Section, Sea THE $MEET HUHNEF i.F THE "GOOF" REFER, TO ME PITH .HE.T Nt►lBER of NE ; I s .—.� :'' " C" 'i�+STkNii A Rli c. rHl `E� rJMD NCI f1 Et ER ' ^.T a"-+ v J j ! m` 1 i,.° r..= "� o w i x i Q I 1 s oea S ea S Std. Plan 6-7a. k'EFEks FO THE !GHStrlCllOet FEhTURE 1 �' a•_ a ac u. ac.- fOUND 1)H TwE PPP 71011.4 1 ca .a m tv a ! ?�x �`¢ ¢rnw , `t a 1 0.-, 1 ►`� 'Ii .4 SHEET. i c o v 3. 2. Pegwiras Busied End Srctien at tRe p 1 G•, Y • W c'� t �' rD ud 00 .7 G1 OC Q G� +}. S Inlet and Outlet of the Pi pr. Sar Sttt 0. .-- ! > 1 a ; o. o cn ; ew a ; • -� a S Plan 8-70, V+ , •,Z r-- Va = ; <C :?C I l�l fi. W V f x Y ; N �•'Y CO I /� .x. r o: w a n .x r-, ✓• � 4t 7!' a ,� & � N.1 ; 3. Remove L•iRCretr Header and Rapi.ce FILE WrflES: t " i 1 1 irs 1 �� i r 1 ¢p' 1 S with a 8avalod End Section. See Std. �r cn �> cn o I I o ca i t r Plan °7a, (Sire Special Previsions) � 1U:2Q:1? An , r d. Rip rap 5rtail See drains }r Oetsi 9. IS- Ilan -9Q _ _ _ R a • 1 I c> Shot I i 1 1 OUF LOCnT10p L.F. L.F. TON TOM C.'t. ! S.F. C.Y. C.. f..'I, lF. i- _; EACH 1 ER(H EAI;H 1 S.Y. ,� , - -- 'l� :c ..'Sr RT.,-'t- -- - ---- -- - - --- -•---- - - -3 -- -- ---- •- -15- - ---- - -- --- --- - ---- -- - ----- ---•- -- - - -- -- --•--- -- -- -- -- - --- - S. Rtecve Concrete Header and Install a , ISO ` 1.16~ 6r.tp Inlet Tupt 2 t5e0 Special r �• ------- !_ -I '' � •`- 1- - --- 6 U se a Vane d 4its _ r ..�.�. :�._4`,..'T,�_TU -- - - - -- _ - -__ ....-•-- -- --- - -- - -- ----�- ------ - -- ---. _..x- _._.... _---- - ..__..- ---•'- ------- •----- ------ -•--- --- ------ -_•_._ 7,15,1- tt Culvert Pipe ' I 1 !lU i1 6 S S- Remove 12" Concrete ;4•'4 ''44' IT.) - - -• - CSta Sp6Ctal PrJiliSi vttFl. - --•- -- --- ---- - - --- -- - -_-- - -- -- --_ -- - •-- --•-1..- -- - -- -- - --- -- - - ---° -----• - - - ---- - - ----- - - - ---- -- - - - - -- 9. Lonnect to Existing 12" Concrete --. -- - - 1 2 t- il•' 1 ; 1 Y,16 Culvert Pipe. - - -- - -- -- °- - - _ - - - - _ - -- ---- -- - - - _-- ---° -- -- - -- - -- --- -- - -- -- - - -------- ---- - - - ---- „_g 1S9 113,15,1E. ?. Acceptable Altsrmates for STURm SEiiE r —�--- _ - --__ - ---- - . __•. _..-- -'- - -- °__ ._ _ _____ _____ ___ -- --...- -- --- --1_. ------ •---_- - --- - -•---- °--- 8:-O� ---�- t -•--- -'-----•-5-------- PIPE arw: LT.. �a. Galvanized Steel S?orrt Sower Pipe r,t:�t' !1. 'f0 _ _. - -- - - --- -- - - -._ __2_ _...- - --_ _. - --- - --- - - - - - - - --_ -- - -.. -- -- °--- Tr. S, Q.U6m• ►.hck. r � t r - -- - - - -- ---- - - - -- i ' i r. 2 w welds o . i 1'�- i i 74 1 1 ; i { with d aaketrd ' t ins Seams 64" th c ^3r IT.) • ; diatgieter 3 tnches large aa•SO 1 _ -- - - - --- b ew r , , , r 10 �t•'1• i:+�' L'.i Tq 9 v5 44 8 9- rf_- - _ _-__ __r__ ..__ Ptu r.i +ad Stool r r Pipe Plain - .. _ - - -'- - ------ -- - -- - - ° -- - --. -- - -- - - - - --- - -1- Tr. with64askeitd +or welded r � 8 9,1b b;•E3 134' LT,) --- - �"'� z ; ar.d routtalized longitudino) ---- .. .. _.'. -_.__ °__.__-- ------- ------- -_- ...... - -__. _--_..- -- -___ -_--_ -____ ------- -..___. - -- -` It' -- -..z.�-- t _ _ 1 4 4 inches Ia0t.4 thick, dtaettwr 3 1 'f•c_ <J, cr, 1 I2 22 2 i t - - -- - - _ _ - -- -- -- -_- - -~ -- _ -`--- ---- - - - - - - . --------- c. Aiuminu0 Strrora Stwer Pipe: 1 _ S- i_ _i. S ,� F 9, 16 - Tr. 5 0.08" thi ck ;;.,� ?�•r ?. ;4' LT. S'0 1 i 5. 7 7 _ _ , - - --- -- '- - - - - - -- - --- - - --• --- --- - --- -- - ---- - - - - -_- - --- __ _- • -- --- - ir, asitted 14igiteAina }. •is r'4' L1. I - - 1� t- 1 seams. 0.4 thick, diameter 3 ch gg r +� ' -- _... ----- -- _ _ 13° - -_- -• -- --- - - ---- -- _ ;--- -- -_ - - -- -° - --------- 11,16 d. Q?ralsRibrStorts Seu•r Pipe: -. .. .. .. _. ._ ------- , --------- - r'lain alv"Inum or .lain Po4rr4v LT.,, pitcn aluminized s�ae1, 3a.064r _ - 1 t _....,.._,.;.. - ---- - --- - ---- - -- -- -- ------ hick. mrr.. r rf, 144• e64 17 9,1 - Plain aluminized steel or Plata _ i r 3V 1 :�'_ 1 ° - - - - - - -- - ---- - -- ---- ---- --- - -- -_ - --- -- - ,�ra r - - narrow itr.h aluminized stsrl, a u 34' l T . _ 1 •rkj7 --- " ;'°--1 . ; ..- ... -- -- - 0.464" p trick. is pu. cr;• i.;,, TU -- - - - 3 8 = +•, t r , Tr. 2 al anir. :d *feel or Tr. 2 •-_ _ --.- -' _ - --- _ -- _.__ _•- -- A• t -- -- •109- ;13_iSY26 -i nyrrov�gatcb q :lvanized Yteol, , ....r._ a r r . t 44' LT.: _ °"7 - - - -- -- - - - ----- ~--- - - - - -- -� - - --- -- -- la. Pomovt Catch Basir, and Plug t.',a Inle , , +7.i:, ,..1• l '.?7' i'T.� � :: TU i2+ 1 .� aL.a. �^ 4,9 End of tt.♦ Pipp+t ui *h Cont. Class C ..... --- - a :� - -- - ------ --------- (Sre special Pr largi. ?%.i, LT. 4 27 - -- - ' - v'-' - - 8,9,16 ----------------- -- -_ -- - -- --- - -- --------------- - - - yy - - - - - • - - --- eDove Cu +1n 12° - rnrrwte Culvert 1 ;i, ;a• L. „ Pipe ,So* pecaial Provisions)• 1 _ !tt vrr! 12° lU ?2 1 4.i 11 ?. For F.dgo Ltnderdrair, Details Sae _---.- _ - - -- -- --- -- -• --- - -------- - -_ - -_ -- -- ---- -- -- - - - ---- --- ----- -_ _ - Drains a Oetail :hte' ?la. 4 (5ea _ j 1 -,_ g r t S Spec al Provisionsi. , r r --- --- -- ---•--- - -- - - --- - -- -- --- ---- -- - - - -- - - -- - - ..• - S _ ____ _ -_11 ?. For 6' Sndordrain Details, See Drain ---- --•- --- - --- - -- -- - -- - - -- ---- -- -- - --- -- -- -- - - - -- -- - -- - - - - -- - - _- -- - het i1 hest 45. �' r 1 4 22• 1 i fi i i w�- 1,4_i -_ -` _.... :_ - __- -. _.___ - - -___ - - -- -- -- -- -, _ ---- ;- - -_.._ _-- _"'""Y__1 -- _ -.._ _.._. __- - l -------------- __ 14. For Cancret�a Header Ti�pt A Revision, ;p•i °,' ; *. Tu 24 1 1 15 ) :.,�.. . -.. _ _ - - - - -- - - -- ----- ----------- - - -` - - - -- -- - - - - -- -- - - - - - -- Dacia rouisioms). - __. -- - -- --- ----- - -----•- - --____ _.... -- --. -- - -- - -- - --- - - - owline of the underdrain must -- - -'- a -•1 _t .!_ Sly ih• f1 q aT i? l0 22 1 t 4 1 located at or above tt:t croup - - - -... °- -- - -- -- ----- - - ---- -- -._. _._._._ --- - - - ----1 ---- 1 ---- -° --- - - ---t olse- ations of all pipes Cnnmtcted to 1 , 10 22 1- 4 S hrainagc structure. ^' c.._T _..`- -- - ti_ ---- - - ` - -7f- - -`21� _--��- -•- - --- -- -- - - -- --- -- -- -i---- - ----- - -- -'1 lle. Included to Ngrtement K 2761. - - u - - i- - - - -- -- - -- - --- -- - -- ... - - -- - _ - -- - -_ ' -- t ; 7_ y Sa' kT., fO .._- - - -- -- - - - - -- -I- ---t- -° - - --...'.- -- -1 - - -- - -I --- 5-- - -- -•S- -1 -- - -- - -- 1 -- ---- --._.. - ..._i------- 1----------------- S ,-•- -. ,. ------------- ....._ -' ---•-- ....__'- --- --- : -- - -- -- - -• - - -- _-- -- "`i----- --l- -__ -.. ------- 1 ..,.•__y._._....--------- �--'^_ _._'------- 1------- ,---- - -..-- 1 ,-- - H� tnTRt• ._ - - -_ 4s<• ;- - -t1 :•j-- - - -�- -- ---�- -- -�- - - -�- --52;1- - i; &-'- - -72• ----51- 5--•- -� -, - -- -�_ _ -- - -1- - -- -!)- 1•-- ,.._�.. --- -j_ 0_S ._._1- -1039 1 _ _ _ S g • ---------- '. -_ - - - -- ------ -------- ; --- i ---- - - -- , -- -`- - - -- -r --°- •- - - °• -- -•- r - - - - - -, -- - --- -• -- --- -- - -f DOT FOR!,# 22144 R/12/87 u 90W022 ?ROJ• Ha• I MIGMWAY DIVISION ftshinpton State i VAIF Department of Transportation i SA 8ii S 01"(6 TO MWMN 1VC L STRUCTURE z - INNOTES f It a ! 1 4 ^j J y3 {'1 1� i r! �e 1•^ tr a -a r ;+C WE a STRUCTURE NOTES L2- Accep +able Alternates for Stop" .,t YE! -- L- PIPE are: ,__. -- .. _...'- ----- -- __ , :` - --- -• - '__ ....... - _ ...__... i ---- -- - - ---) __-` .---- Li.___ .... { --- ••--- 1-- - --- 7 diameter lamgqer b. hluninizod Steel Storm Sewer Pipe: __... ------- _____ __ _.__._. ------- GEIIE£nt MOPES THE ' NEF i Mi111FED ar' rqf 'CODE" REFEF iI ------- ------- _____ ------- tt0 ------- ------- _____ Ei ii 1 ?w " i I J a 119 1 12 1 u J I ° 1 w i a o-3 z was ' i. Requires 9easlyd End Section. See TO THE F'L All i »EFi h,; nkT0 nc r4F ' Plain aluminum or plain narrow .:' itch aluminized sleet, 0.064° n _ _ mu 1 d o t r.arrou pyitch aluminized steel, 0.054" thick. ----- i - - - - -- ? ' m ?� a, a Qp ! 0.064• thick. Std. plan D -7a. C'1NTkACi PEFFPS f0 PLANS TwE tHE CON ivUC::CN k':OND NUt6ER +EHr1RE v r;� ¢ } a z � v s`: c'� . --- --- �_ _ -f - ._...,- i -' --^ g' ! ,_._._.�.._.._._..._. S Previsions ). FOUND Om rHE PAa'TSlL4_+i' 'OEEI. cam a � Ar c "i can + ,7 vt. m� cJV r x Q, a oc { 2. Beveled End Section at the ._._. o .n., '° > t u xu a �.- _..a i "- ;•' �' �� °" 1 Inlet an Inlet and Outlet of the Pipe. See Std. vi � a wzoc !�.+ra ,....� t , to - 1 t•-a 1 I 12'i•..: Plan 9-7a. 20 •.�i 4 � Q OG W 1 Q' !a 'Y � � Q I J Z .L 6� 1 W t 3. RPACVt Concrete Meader and Re lace --- ------- ------- [� -_..__ -' i•a. - - - - - • - - - - - - - - - - - - - - - - - - - -' -'- _ _--___-- �_.- ----- { i ! 1 --- --- with a Beveled End Section. Sit Std. --- - - -- '_- - --- 4U_a- FILE Bv!IES: - - --'12- _ - - -- - - 2` "' ° -- : ,". q,!_r :3-- LT- 1 -• -- -- - - --- -•--- ---- --- ----- ----- -- --- -`-- '-ate;.; i ---- --_� - -- - -- - --- -- -- -------- ....... _... i -- ----- -- •---- { ------ - - - -----r I ...__ Plan B -7a. (Sae Special provisions) ___--- __-- __ - - - __..._ 10 :29.30 AN I. Flir•4_ - -' - .._ _____.. - ___.._ _ ^-.. ...-•- _ °_-__ _.. .- u - -(.Y. -C.Y. i i - -- - - - - --- _ -___f 4. For R+ rap Detail See Drainage Detail p Snra! Mo. 45. CuiiE - - - --- - - - --- ----. Hr1(IN L.F.. I--- --` -- tON i O (.Y. C.Y.« LF, EACH Ea'H E0'.H S.Y. j-- -------- - •._ _ 10 22 I 1 t_ 10 ... - -` -- - - - - - - t- --- -- -- --- - --{-- ------ '------ _ ., _ --- --° O.r .v k-- TO -__ _... - ---- -- -- --- - - - - ° - {4U pD S.kS,r '.34' - • - - ----- - - -- - ----- - - -- -- - - ---- - - - - -- - ----- 1 S. tome, -# Concrete Header and Install a 38-8 r_ , 99 -. LT. r4 _ ----- ------ - - --- -- ----- -- --- .._._ _ _ ?1 _ 3 r 9 Orate Inlet Type 2 'Soo ;Peclal -�8.9- _- tpn.,• .- .- -44.�si: .... Lf + .a.--k� ...... ... ----- - '-__.. .-- ^-- -__... .-_-•- - ---_ •- -- ---.. ....... --- -- ------ _... _ __._p- ._.._-- ------ S _ -_ ^._ ._ --• ---- -- � •I -t 5. Use a Based BratP. - - ......... . :--- . ........... ..._ --- --•t -_ - - -- -•- -- -- ---- -- -- - _ ....... -- -- _ - - - -- -•- -• --- -- ---- _ - --4- 7. RPKoao t2" Concrete Culvert Pip* 3a -14 1 ll'4•°'7 :;' U.? i! i 31 1 l i1 4.9 YSt. special Provisions". 1 dA,yu ET.. PO ' 40 7 r ,.:._._.i , .._.. _ .r.. . ..y._r _.,._ _.•--'--- ._. ._ .... -- ---- -- -- -. -- --° - °--- ------ 2 Connect to Ewis t in0 12" Cenrret♦ _.._ r_.. ....... ................. _ _..__ ,__ __ ____ _ __ _____. _ ------- --------------- . ------- .• - -_. ..__- I - - - - -_ __, i _,_. ,______.I -_ -___ ------- Cviv#I't Pipe. L2- Accep +able Alternates for Stop" .,t YE! -- L- PIPE are: ,__. -- .. _...'- ----- -- __ , :` - --- -• - '__ ....... - _ ...__... i ---- -- - - ---) __-` .---- Li.___ .... { --- ••--- 1-- - --- 7 diameter lamgqer b. hluninizod Steel Storm Sewer Pipe: __... ------- _____ __ _.__._. ------- 3.� 13 tDi•a" - -__ i5'Li. ft+ _ 16+1 ------- ------- _____ ------- tt0 ------- ------- _____ Ei ii ------ 16 inches larger. _ -- _--- ------- e. AluminNM 5 *t•rm Sewer Pipe, 119 1 12 1 - Tr. 5, 0.05" think. t---- ---1- - ^- --r ►lain with iasketed longitudinal 1 { soaps, 0.0 thick, d,am4ter 3 - __---- ------- inches lar9or. f S-1 d. Sprat £ib Styr■ Slaver Pipe: ___ -- I-- - ---_r Plain aluminum or plain narrow i6 !2.11 itch aluminized sleet, 0.064° --- - -- : i 1 - i thick. Plain aluminized steel or plain - -- •I- • -- - -' r.arrou pyitch aluminized steel, 0.054" thick. ----- i - - - - -- Tr. gslvaniztd steel or fr. 2 2:7 ' 1a, 15 narrow pitch galvanarea steel, -__ _ -_ -_ 0.064• thick. ------ { - - - --- -110. Remove Catch Basin and Pluq the Inlet _..._._ -l• -- -_ ., _.__ ..____ _ - - ___.._;___.___ __ -..•. =_-•• -.__ - - - -- - - °Iii. 39:2 - --- . --- --- ,T._... - •- f:1--- - - ....,. -f - ._...,- --1`` --- -' --^ g' ,_._._.�.._.._._..._. S Previsions ). i SiS. For 6" ilnderdrain Details, See Draineq _I_-- _- __ ------- Detail Shoot 4S. 1----- -- I-- - - - --r i4. � ...- , 114 �. , , + ,7 vt. { 4 1 located at or above the Crown to ---- -- -- -- -- ---- ----- _ -t - ---may- - ! ". .-- - - - - -- ._._. - .. -- - - -_... _ . _- i- -i1 Ik - - - -- - - - - -- f yf,,- 12'i•..: Pr., in 20 --- ------- ------- -_..__ _ .. _ - - - - - - - • - - - - - - - - - - - - - - - - - - - -' -'- _ _--___-- �_.- ----- .33' Rr- - --------------- --- --- -- -i----- - - ---'I --- - - -- '_- - --- 4U_a- ;7•iT,) - --'12- _ - - -- - - 2` -- : ,". q,!_r :3-- LT- 1 -• -- -- - - --- -•--- ---- --- ----- ----- -- --- -`-- '-ate;.; i ---- --_� - -- - -- - --- -- -- -------- ....... _... i -- ----- -- •---- { ------ - - - -----r ' - - -- - -1 -- ---- .f.. ...__ ... ___--- __-- __ - - - -_ -_- -- -- 1{ ._ - -_-- _ ---. - __-__1 -_. .._ _____.. - ___.._ _ ^-.. ...-•- _ °_-__ _j _._ __ _ ..i ._.. , - 1:3• . .. U.i i 4r1 ,'- ii4• i "4' or.) TO -- -_ '-- -- --- --------------- - - - --- - - - --- ----. __... - - ---- � '.i ------ - - _ -` - I--- --` -- `13:•. ,4' itr.7- j- --------------- _... ---------- ------ -- -- -- ---- ....... I -------- - •._ _ 10 22 I 1 t_ 10 ... - -` -- - - - - - - t- --- -- -- --- - --{-- -- --- -i"e`i 1 - -- -- -I --_ _ 4G -51t 135• O.r .v k-- TO -__ _... „__,. ___ -- _ -__- _...__ 125 i1 -51 I! ______1__ - -._ ---•,__ t -__._ _- . -__`_ __ ..__- _ - __- _._�..__ -_._ {4U pD S.kS,r '.34' RT., TO.__.._i____ -- _ -._ .- -- - - - -- - --------------- --- -----�-- ---- ------�. i- -- __.-f- •--•-- _._ - - - - - - - - -- .36' PT.) .............. _ ....... ----- ------ - - --- -- ----- -- --- .._._ _._.. - - - - - -- -- -- - - - -- - - -- -' --- --- - -- --- 9_; 9. Accep +able Alternates for Stop" .,t YE! PIPE are: t a. Galvanized Steel Storm Sower Pipe: ------- --------- Tr', S, 0.0641 thick. i - Tr. 2 with Melded or gasktted - -- -, - - - -- t ' lon91 adinal scans 0.064" thick, ' inches { --- ••--- 1-- - --- 7 diameter lamgqer b. hluninizod Steel Storm Sewer Pipe: A.064' thick. _• » -- - - - -- - Plain with gisktted or welded and roartalized Inngitudinal - - - - - -- - -- - ^1 soaps, O.Of.4" thick, diameter 3 { inches larger. _ -- _--- ------- e. AluminNM 5 *t•rm Sewer Pipe, 119 1 12 1 - Tr. 5, 0.05" think. t---- ---1- - ^- --r ►lain with iasketed longitudinal 1 { soaps, 0.0 thick, d,am4ter 3 - __---- ------- inches lar9or. f S-1 d. Sprat £ib Styr■ Slaver Pipe: ___ -- I-- - ---_r Plain aluminum or plain narrow i6 !2.11 itch aluminized sleet, 0.064° --- - -- : i 1 - i thick. Plain aluminized steel or plain - -- •I- • -- - -' r.arrou pyitch aluminized steel, 0.054" thick. ----- i - - - - -- Tr. gslvaniztd steel or fr. 2 2:7 ' 1a, 15 narrow pitch galvanarea steel, -__ _ -_ -_ 0.064• thick. ------ { - - - --- -110. Remove Catch Basin and Pluq the Inlet 1 1 Frd o4 *he III* with fr.nC. C145s f - -S !Soo Special irout sions ?. - - - -- - - °Iii. Rtnove Emitting 12- Concrete Culvert 1 4 1 Fape (See Special Provisions). , r . 12,15 12. For Edge BAderdraiA De ; tails See • ------ '-- - - - - -I Drainage Detail Sheet Mo. 4iSee 1 { -2 S Previsions ). i SiS. For 6" ilnderdrain Details, See Draineq _I_-- _- __ ------- Detail Shoot 4S. 1----- -- I-- - - - --r i4. Fur Concrete Neader Tyype A Rewisien, 1 2 1 -i - -----I - -• -- t I I See Drainage Detail Shoot' 44 (See 5peci sl F :,v, r. on :; . - 1 ------- 115. 1f 1 The flowiine of the undord >ain mutt be { 4 1 located at or above the Crown to - -1 - -- - -I -- - 1401 1 32 1 -- elevations of all pipes connected a dratnago structure. - - t- 116. Included In Aoreement ut ;701. 140.11 l:6•'• (34' Lt., to i i 1 1 1 S 1 ° { I t! --.----------- i _ --- - -- -- -- --I- --- - - -- - - --- - - - -- ------' - --- - - -- - - - -- --- - -I - -- -- f- - - -• - -' - -- -- - --- --t------- 1 ....... 1 r.r<.ET1iOT!►t 2491 .6l ® 01{ 1l ! 1 -i41 169 33 11211 0 i -•? 1 0- fl 10 -' - - - -- -- - - --- - ----- -- - --- - - - --' . - ----- . ----- ----- ------- ----- _ --------------- ----- ------ 1 -- -- -- -- - -- ---- - -i --- _•._- - {- •_ - - -{ ? DOT FORM R /12/e7 �,k'-,TATEJ TED. AID PROJ. NO. t IGMWAY DIVISION .., _ . • _ _.._ .. � a IO - - Washington State • y M g 01 To NOWM M I A' Deportment of )ror;spori040- q nr'PROVc J ST RUCT E TES - t ',l' ,t ,1 I `yi 3 `A w' i�tl. J { o V z x el"RUCTURE NOTES of ,.,� d J ftwERfii MOTES THE SHEET MUPSBER OF THE "rUnE" aestrr; ; w 0. ; 1 u ; f ri 1 e, ; w c �, i a 3 „� il. P.rgvires Beveled End Section. See TO Tiii i ►NA SNEfI N'JISNEP OF THE i Std. Plan B -ra. CONTPACr PLANS. INE ;ECONO NUMSER RV EPS t0 THE C0N;rP!rl0N FEATJRE { H a, 0 3 ,� a = I oc« 1 m t 4" � S S 1 ; t ° 12. Requires Btvrled lnd Stctton at the FUUNG ON THE PAkTtCU1Ri SHEET. ! o � 1 ' d S Inlet afid Outlet of the Pepe. $00 Std. a z a u, an ! w ca m a ' S d S w I r w to ea�a i Plan I -? &. cu i a .n I d` S r r r"as 1 S j ue" oe S'tw 1 13. Rr»ovr Concrete Header and It 4170 iag i ac,.` oacA S odc I <., i ! i } 1 ! with a Beveled End Section, 5re Std, cu FILE NAMES: 1 °' i : a i sac : `D`` d `D i # ° i .c I S �1 d Plan 9-7a. (Set Special Provis4ons) I Ln z 1 v7 U <n r.� 1 1 ! i i 1U 36.117 An :' s i " o� i ' w ; 14. For Riprap prtail 5 +0 8rslnage Detail iS- M4► -90 I a ' I 1 1 ! i 1 She►k O. 4S. ! CODE 3 LUCAriUN L.F. L.F. i TOM TON C.V. •S.Y. -C '�'. ~G,'J. �'i LR. EACH EACH EAGN { S.Y. i :�. Remove Concrete Nrsdvr and Install 4 1 ------------------------------ ....... --_-_ - ..___1_._.___ _-_-. __ i ____ -;---_-• ; - - :. ssco- ".Y:AI =� ._._. - -_ -- ___ -_. --•--- ! rat. Inlet ype Z t5or Special _ _;- 1 t S 14A -12 ! I39+ 9 29' RT.) 1 I t �! •i- Provisions). ;40 -13 139r8� .4' RT -) i0- -- -- -� - --i - ---- --� -- -- -- - - --- i ------ °- - -� -__ "_..1. ». ...... I - - --- _ -- - --1 -- _.._.; •• - ---1 ---- -- ; - - - --- - I --- - »_»-- - - -- - - - - -- .... - - --- _ '---- -- - - - --- ... • ..... ._._.. _ ". »._" .......g,.._.._.. -- - --• _ I -2 ^;6. Use s Vaned $rata. _! - 140.19 i4'Lr.) 1 i �t 1 t ! ! f 17. remove culvert Pipe t 12- Concrete ;-- - --- ............ -- --.__.1 - --- -- ------- - -1- - -- - - - .. ......,1.._••_- i- - - ---- - _ ..... 1 -- ----1 -- - -- -- - - --i •- --- ----- -'-i- --- --- I (See Special Provisions). �+4i °1 -j -- - - 143.Oi� 2 "' t.T.!- �__.," - °-- -'1. 1D 22 - - --1 --------------- ------- - -�- ----- ..._- --- - -- •--- -- 1------- ;------- 'A. Canner_ .,.._ -. _ -__ -_ - - - - - -_ „_..;--__,- _,_. -- -- _ -.._. __ -_,. ___ - -- -_ --° - -- -_ ._ - -- -,_ -_. - - --_ t to E)ciating k2" Concrete .r_ S- -f- -! Culvert Pipe. 41-2 143r3U [o' Pr.)- •�_ i t. _ 1 1 ------ 4l -� -- -- ---- -- .;4- PT.) ---T - -_ ....... - .,_ -__ _ _._ _.___._I .___..j- ._.. "-- ? -___ -- - -_ __._ -- ------ --- --__; -- --_ -•---•- -__ -_ _ -_ -- ___. .._1 - - -__ '9, Acceptable Alternates fvr SrDR6 SEWEP ___- __ -_.__ I "1 I ; ;' 2 PIPE are: i115 -5b .3> kT.) --_, - __{ - --_ -_ ...-.___1_ - - -_ _.....d_-- __-_1.--_.. -- _--- !_. ». »- .}.-- ---- ...._ ..___ _._ ..._;------- I..._._ -._ ------- ------ - -_ -,. ------- ! a• rfr.anszed Stott Storm Sgruer Pipe 41 -4 ------------- 145 +Sh -Z71 Lr.) - -- ;_•-_ ___AR_ ........ -• - -•. ,_-_- fj_ _ - -_` �- _.,__. _ ------- __ -_ .,_.--- S» ^ -_- ------- j..__....;. .._ -.,- » 4 } -Tr. 2 %: with voldea 0.0(4' i 41-5 -i '147'21 t r' RT. ?- -..._ -... _...__} »_._._. »_._ ------- --..._. __.. I -___ - - -____ _ ---._ ------- ;.._ - -_- .._( '_' '_'a': __ _:5.._.__--} di 3 inches Tar,er p b. Alur..nxzoa Sttrl Store Srutr Pipe, 41 b- --- '- --- 151.47 -:t' --- ------ -I-•- --- ---..,, _i_ -_.... _,..0.5.. _... ». - -•- --1 .� j _ ..,. .__... - -^ _ "- - - - -li- - - - -r+A)..� 1� I -Plain thick. r wolood --- -_... ._ _ ____. -- ,_. - -_ ------- .. -_.. . -_.. -.__ ». _____ _.,.., - s i -1- ----` ; akrttd o dirol 41-? _ .ts ^#,,q ;4, Pr.) r0 ; 1 2 -i srkoiv,p0.064 "tthick, diameter 3 -- ---- -- ............... -- - - -- - t -- -.. ---- - .___ _... _ _ _ ,.. _ _. -1 - 1 ir,c }•es larger. 154,06 "'4' OT.) _.._ y j ,....__ _. __ae✓ y/._ » _._ _; c. Aluminum Storm Storr Pipe, .......__-- ._ ---_ - »_ -_ _- - -- -----. .. -___ __ _ -._ __..._ --_-_- _- -_- -- _. _._ _;~._._. _._. -' -. _ Tr S. 0.0d" tAicr, P i.5. 1 0.3 so -{- ii- 14 Fiain with %askIted Iongitsidxnat _ _ , . � i "'r•- ' - I - •: - � sex , 0.06" the , diameter 3 --- _.._. __ .._ _ _1 inches 1 tr +a• -1 s - »- _. 1„ +� 1 ; ,y _s , d. Sp lean P1b tarn SemeainiPa: row i 1 b 1C, 4 PT.) L r L1 1 it inn ♦lumin4m or p1 1717 ' t .---- ^--•I-..____ - j• - _._ ---- _.. - - - - -- rch lninize s eel, 0.064 1 ! -'- �'}•'�- � -I 011 isn al!imsnxsed stool or vtain P irroy i t.ch ! - - •------ - . _ „_.__.._.... - '- - - --- ---- - - - -° - ._ .... -- --- -.j ....._. .••. - - - -- - "f "=� •'y-_.j..__.. 0.0 4" ihic!c,aivnsnlced steel, P: ✓! w --__;---------------- .,------------- .....____ ..._. .... -_- ____ -. .--.-_. -_-___ _- _____ -- ---- __._. - .__ °__ vanszed stetl,2 -tr. „ galvanized steel or ?r ' -1 -�• -•i- i n'.rrOU ptteh .lal � _._. i 0,ftk4” Ii1ck __-- .,___ -___ -- „-- .,_ - -__ -_. -- - -- -- lh. RPMOV4 LatCh Pasin an0 Plug tr•e Inlet �- _ i 1 _.___ End of tP,e F1 pr u)tn t'sr,t, r,Iass C ._.•_; ..._._...__.__-.. __ -..__- ___. __. __...,. __, ___. ._._...1 _ -.._. .._.._ ___S ___._ !sr. _t CS•e Special rov,s,ons). v,.' a.3 i 1 11. to re fmi ctlr.9 11 Con:rrte Culvert .•- _ _ - - - ___ _ ' • ._.j ._ - - -- -- ._ -- --- -- ..- -- -- P''i ;- - ^_ Pipe (:er Sptclal Proverioni'� I- -112. For Edge )Jr,drr4141n Details See _...___ -_ - -__ ______ ._..__ - .____j _.__. __.._.. _......-_I _•---_ - Q" Drair+agt Detail Sheet 00. 4 are S i { TOW ; 1 :prcia irovisions). .- ,_..__- __-- _..___- __--•...-• -_..._ . - - -, _ - - -- •._ _,..,.- _ -- __ -_.. __._.- -- _.. _•_. -__- ._ ------- » --- 0+�';7� F--- I.- --- --I13. ror b i Details, Sre Orsinaq - Undrrdra n i Detail Sheet No. 4S. , ... i 4. y = n, _ - °- - - - - - - -- _.. » - -; -- - - -_;_ _._. _ r �� ,-(/ -- - -•- --+ -- - - - - -- h� t N .444i S•r ;�[ �/!prif e � " , �- »1 t For Lon ^r.tr He T A k. o PRELIM' i Q U jr1"�� � -1• y •I i Sts pr axnagt nPtyll 5 t - - -- - - "* -- - i`{ y -- - -- -- -- -- i - - --- 3 Special Proa•itions). ±•__-• ---• -•- -•- --- `•-- - -_-•' ___-.. 1 r.� .. o`� - n" - - -_ ....... ...._ _... ;.... '--'----! The f!• >u t un /cede t /���h1-..�� pp n� �. - .15. a it o of ve air. mns �r fr % C7 �;j •1• -i lac.•. -m :t or a5ot•r tnr cra.n { - - -- •- - - ---- ---- ---- ---- - - --- - - - --- ._... _.- --- - -- -- --- ° °Iid•d �'` ) c ! elsvarions of ail pipes trnnected to a __._I__.._._ -_--_.___,. -- ----__ _... - °--_ - - --__•- _ ?.. t••� IN ITI��rl._ --._ _ S _ »_.._ _. — ? -- ---•--1 draina7t structure. _ 116. Intl,,Jed in Agreement VC Mil, - --- --- - -•- •-- - -•-- - ------- _ _ .... -- -'-- _ - - - - - - - ! -- - - - - J' _..,•�_ ...; 1 ; _- ___- _ -_ -_. _.- _- .__- _...______ ------- ------- ___. ------- ------- ------- .. -,..._ ------- ....... __...___..;_ -. ».. - - - -. -_ - -_ -. ..._-- ....,���ir r,ihl - - -- - -- -o- _�.. _ 14 1.s- - -G 1` - �a- i_ - - - -$- - -�.}- -0.3- � - - - - -- _..._ _ - ---- _o. - - - - -- - - - - --- - - - - -- _ - -a- ------ '--- - - - - -� - - -- - - ° - -- - -. - - - - -- - - - - -- _. ---- - - --- - - - -- - - - -- -! • - --•-I -----, - - - -- - - --- -- - -- ------ I -- -- - -- --- -- - - - - -1 i - - --- --- •-- --------- -- --- -- - -,.. »- -- - - -- - -- -- - --i - - -- -- -••- -l- - -- -,.. ---- °- -1- - -- ._._- - - - -- ------ ------- • - - -- - ----- - ---- .._..t- •- ----1 - - - --- IN Additional ou " titres On .,heft 77. PROIE(r 10TAI 93B 1C 2' U ; 14 1,S 0 127'17 175? i l5+) 1 2&1- .S. 150- 0 S 33 0 j i 5324 1 1 •__' , -------------- --------- -• - - -- , - - - -•-,------- . ------- --- -` --- -- , •---• -t - - - - - -d - - - -- - -• -- . -. _.•_ . -• - - -- ___... ,_. _ - -- , - - - - --, ....... , ... .. •I _,-�,. _.R,.. -lr, > •- . -` n^V FnRM R/12/67 !D 9OW022 HIGHWAY 01VISION x> x a se.'> 51, 3 � at +x Washington State I � Dopartilnent of Transportation STftCT URE NO TES 1 M A \ V, 'I DVJ 17 IN T. 23 N., R.4E.,W.M. V 0�0 . SR 900 Sy�F;• r M F 9.07 $TA. 51+69 BEGINNING OF PROJECT •,���`� I �o r a D \ / / O • � 13 LEGEND; / EXISTING CONCRETE GUTTER EXISTING CATCH BASIN I ��UD C:) EXISTING MANHOLE •T Up �_. _ i EXISTING CONCRETE INLET EXISTING FENCE EXISTING WATER MANHOLE - EXSTING LANDSCAPE !SLAND ., rj O Si EXISTING STORM SEWER LINE EXISTING CONCRETE HEADER TYPE A L 'D .. 65 _ EXISTING FIRE HYDRANT Q CATCH BASIN U0`-- BUD EXISTING CULVERT PIPE - - "ST STORM SEWER LINE (6`� UD UD EXISTING DITCH - -uD— EDGE UNDERDRAIN PIPE v - -- - - -_- IZ .^_ EXISTING CONCRETE HEADER CULVERT PIPE - - - - -- -- - - - -12 L ' -' -' EXISTING CONCRETE HEADER WALL -- _ -- -------- I� EXISTING GUARDRAIL -. - -- i FOR LEGEND SEE SHEET 35, U~ 5— 0 D0 SCALE W FEET L -8567 jSTATEj FED. AID PROJ.NO, S HIGHWAY DIVISION R a OXING RA.K A Washington State $A wo S. M. NELSON -B5 10 WASH $R S O'XING TO RENTON WCL CHECY�D C L. GEORGE JOB N."ER i Rif Department of Transportation PROJ. NGR. S. L. EVERETT 9OW022 DIST.ADM.. R. 0. ANDERSON CONTRACT NO. DATE REW'VON Sy APPD DRAINAGE PLANS DOT "'m «'„" 11evisec 5 T 23 N., R. 4 E. ,W. M. DOT Q, 0, . .. . ... .... .. . ........ . ................ 75 • 01 70 1 U0 01 --------- --------- --ut) ........... .. ..... ........ (�3 ul NI u \f,�v to N C/) C—D C/) m 0 50 100 FOR LEGEND SEE SHEET 35. SCALE IN FEET SIR 900 L-8567 I 1 97- STATE FED. AID PROJ. NO. HIGHWAY DIVISION Aerw Washington State C-2- Department of Transportation SR WO SR 5 O'XING TO RENTON WCL SIR 5 _T i 10 WASH -ill OAAWN S. M. NELSON 7-89 -4- CMECKE�D� C L GEORGE A 9OW022 PROJ.FNGR. S. L. EVEP.ErT DIST.ADM.. R. 0. _ANDERSON CONMICT 110. U DRAINAGE PLANS DATE J REVISION ByjAPPD DOT Q, 0, T. 23 N., R.4 E., W M. 1, / �17ELI�D-- E —UD -6 �s�._UD UD J o �y 1 85 0 ��_ -- UQ - _ Z ��. U D ---- UD ST —£ -- �} UD --� r— U D 7 � J I ! � (44 ) / G9 � /5 . / �— UD - - -- UQ � UD - —�;---UG F, FOR "AS-- CONSTRUCTED �- 'LA�l 5" ONLY o to sno FOR LEGEND SEE SHEET 33. SCALE IN FEET SR 900 L -4567 �ea�ow STATE FED. AID PROJ. NO. "' IT �„ r' -� HIGHWAY DIVISION Algh Washington State ""` Department of Transportation SR 9W SR 5 O'XING TO RENTON WCL SIR 5 XI NS. 10 WASH D AWN M. NELSON 7 -89 CHECKED C. L. GEORGE JOS NUMBER 90WG22 ; a �3z W*jTS PROD. ENOR. S. L. EVERETT DIST.ADM.. R.0. ANDERSON CONTRACT NO. DRAINAGE PLANS CAT£ REYiSiON BY APP'D !OT FOkM u' -` ROWW" 942 Ir T. 23 N., RAE., .. M. r r r r r r f / f � 4� II) �I f1D I'A^ �1 I10 �lr.s,l1! {..fi15 �J lia..I FOR LEGEND SEE SHEET 35, F'— —F- -� 0 50 100 SCALE IN FEET SR 900 L -8567 E « "'" f57ATE FEC. AID PROJ. ND. �„ci'r`s HIGHWAY DIVISION W h g State �`�`S'•'ii:J�on �7 "'•e' �`�' V& Department of Transportation TC SE SR 5 O'XIF�G TC ncNTOf1 WGL SR 5 OXING 10 WASH DRAIMN S M. NELSON 7 -89 CHECKED C. L GEORGE JOB NVMoen 9OW022 -3 50 vrt.a PP.OJ. ENGR. S. L. EVERETT DIST. ADM.. R.O. ANDERSON CONTRAACTNO. j f� DRAINAGE PLANS DATE REVISION BY APPD DOT FORM C("" Revimd 9/92 I T. 23 N., R.4 E.M.M. 00 SCALE IN FEET FOR LEGEND SEE SHEET 35, SR 900 L -8.567 ISTATE FED. AID VROJ. N� SF 5 OXING uI^u•M Y DIVISION Washington State 5R 90O DRAWN S. M. NELSON 7 -89 10 WASH SR $ O'X�NG TO RENTON WCL CHECKED G L GEORGE roe huMeee ®� Department of Transportation vROJ. ENGR. EVERE'iT 90W022 3n DIST, ADM., R.O. ANDERSON DATE REVISION L =01 T�s "�� DRAINAGE PLANS wins DoT FORM 221 -011 is f� f""II c T. 23 N., R4 rE.,W.M. ,y. 130 135 r-UD —UD UD / - U0 -- 1c- lA - -UD W UD —_ -.-1 '72) I U1 3 •i)D —.BUD- U6 - -UD- ---- W —�-uD uD -- U0 I �J — o —L--- r- W--- UD -- -UD UD— r-- Up —tr-lp _____tp _W -. UD _ - - -IA _Y- UD - -IA ---- - - - --- FmD t'n STRUCTED , n1I ,r f v flNl Y I i' ----50 --- [ 0 SCALE NO FEET n0 FOR LEGEND SEE SHEET 35. SR 900 L- 8567 I ISTATE FED. AID PROJ. NO. 'u "� '"'�s HIGHWAY DIVISION SR 5 oxl "` N DRAWN S At. All Washington State SR 9W . NELSON 7_89 to wnsH CHECKED ECRGE � inepartment of Transportation SR S O'XWG TO RENTON WCL PROJ ENGR. EVERETT en 90W022 DIST.ADM.. R.O.ANDERSON COWRACTR0. DRAINAGE PLANS �32 DATE REVISION By APP'D '� " "o arun DOT '--- .. ftvi"d 4112 �Q. 9 ooI 'q 1\ _ '_ 0 Ii 1 v- T. 23 N., R.4 E.,WM. � 160 NII}--- ----UD j— UD --- UD --,�— UD - - -W — y— UD-- UD-- W7,�� —I'D UD— W-- - -:y' -- LLD ^- +-- -UD -UD - -�/ J. —\ EXISTING ASPHALT LINED DITCH EXISTING ASPHALT LINED DITCH / SR 900 M P 6.77 OT W.Z 9/9-2„ Q� A�" v FOR "AS CONSTRUCTED FLANS" ONLY 0 50 100 FOR LEGEND SEE SHEET 35. SCALE IN FEET SR 900 L-8561 "`6iOM STATE FED. AIO PROD. NO. ',", °` T ° "` "EE - HIGHWAY DIVISION SR 5 OXING 10 WASH' Afto. Washington State SR 900 DRAWN S.M. NELSON 7 -e9 Department Transportation SRS O'XING TO RENTON 4VCL C ECKEO C. GEORGE �saoMe[e of PROD. ENGR. S. L. EVF RETT 90N'022 DtST. ADM.. R. 0. AtJDE RSON DATE REVISION 87 APP C �gS`T �� DRAINAGE PLANS W[E�f OT W.Z 9/9-2„ P t W 235 E3L Kj 0 ujo- 230 �uj 2460 zt S 12 225 255 0.70% 7 Li 220 250 LL WI . ... ........... ..... .... 150-- '---- ---- -_ N X., Zb Na UJ &LaC6 - , iN C, w j�t PCC, P �-g 1/7 . . . . .............. LO W�- 225 260 F,� Ef, q i RR SPIKE IN POWER POLff, P TSM Ez cd rT INTERSECTION S. 135 TH ST, .00% Xi5 TAU-jip R a M. L. K! N G �WAY VICINITY STA. 8r-33 ELEV 260.52 255 220 --255-- u S O� 0% 250 15 jr, J, n' IC ICTED TRU CONSTF F SEATTLE OR FA Ru CITY Or . ..... . VERTICAL DATUM 00, U. LY W 2 FLA 0 $TATg FED. AID PROJI. NO. ORAWN S SOPER HIGHWAY DIVISION Adak Washington State SR 900 SR 6 O'XING TO RENTON WCL CHECKED c GEORGE VIAV Department of Transoortation PROJ. EWG —n.S—,EvERE T 90W022 43 A01 FD ]I -SS TNA 0 1 R ANDERSON loyl;_ CONTRACTNO. E pi..C" AP"OWD DRAINAGE PROFILES j DATOF REVISION POT RrrltW 182 r t �� . yr nr nmr rvrran�nu r� DRAWN CHECK; PROJ E DIST. o WE c 5 n K. HRVATIN D C GORGE NGP.. S EVERETT DM, R ANDERSON DOT Ffm 221-029 Revised 6/80 SEE S iD. r•I-AN B -9 CONCRETE HEADER TYPE A REVISION STRUCTURE NOTE 41 -6,41- 8,42 -1 FO F AIC,'� 0NL! ` `" STATE. FED. AID PROJ. N0...... �v O Dl;^c .IvN OF HIGHWAYS AM, r Washington ashington State SR 900 10 WASH - - I V Department of Transportation SR 5 O'XiNO TO RENTON WCL JOB NUMBER 90W022 �F4 113Z tcNTRati No. DRAINAGE DETAILS .l t1 9ul/I I I TYPE I RIPPAP "it II 10% rl LP C.S.S.P K DOT rvmw dxl-u" ftevi"d 9/82 EDGE UNDERDRAIN DETAIL STRUCTURE NOTE NO. 2 38 1 6 5 9 9 2 SLOTTED PLASTIC PIPE GROUND LINE 011% MIN (FOR INLET PIPE) (FOR CLEANOUT PIPE) PLASTIC DRAIN PIPE—­ j --FIELD SET AS SPECIFIED BY THE ENGINEER 3- BASIN WALL EDGE UNDERDRAIN PIPE CONNECTION TO CATCH BASIN PLAN VIEW .dANQ PLACED RjPRAP II *\S It RCqK_FA§CIA WALL 2' 4 6" DIA 6"DIAMEIER ULN"RDRAJN_ ; 1 PIPE GEOTEXT;LE FOR uN RGROUND DRAP 1'-cll� OVERLAP BOT'HN�W"'AYS _.__�GRA`41EL. eACKFILL 7 - --- --- 1�. SLOPE TO ORAIN FOR DRAIN L _.J A 6 IN, DIA. UNDERDRAIN PIPE DETA STRUCTURE NOTE NO. -3, ISTATE I F;F7 Hi AHWAY DIVISION ice 10 1w 90VY022 APPR2YED Awit. Washington State WWW Department of Transportation \,3RAVEL_3ACXFjL- L -FOR- D-RAN- FOR "AS CON'S RUC IED r L 1'4 1i _-NIL, SR WO SR 5 O'XING TO RENTON WCL MR" DRAINAGE DETAILS au I' wN SECTION A -A DEPTH NOT TO SCALE RIPRAP DE TA! L STRUCTURE NOTE NO -4 -8 7 � 31 4' —2 —2 -4 -11 —5 —16 —10 -19 4 6" DIA 6"DIAMEIER ULN"RDRAJN_ ; 1 PIPE GEOTEXT;LE FOR uN RGROUND DRAP 1'-cll� OVERLAP BOT'HN�W"'AYS _.__�GRA`41EL. eACKFILL 7 - --- --- 1�. SLOPE TO ORAIN FOR DRAIN L _.J A 6 IN, DIA. UNDERDRAIN PIPE DETA STRUCTURE NOTE NO. -3, ISTATE I F;F7 Hi AHWAY DIVISION ice 10 1w 90VY022 APPR2YED Awit. Washington State WWW Department of Transportation \,3RAVEL_3ACXFjL- L -FOR- D-RAN- FOR "AS CON'S RUC IED r L 1'4 1i _-NIL, SR WO SR 5 O'XING TO RENTON WCL MR" DRAINAGE DETAILS