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HomeMy WebLinkAboutR-377901 (2)c a AS BUILT SR 515 MP 5.11 TO MP 6.79 CARR ROAD 1'O PUGET DRIVE KING COUNTY W ASHINGTJN STATE. DEPARTMENT OF TRANSPORTATION OLYMPIA, WASHINGTON SCALE. YJRIZ. I INCH • FEET vERT. 1 INCH- FEET STATION321 +73 TOSTATM >N 4!0023,67 CONSTRUCTED LENGTH 1.6$ MILE CONTRARNOCV77 F.A.NO.sr+h A 1-fOTNTRACTOR M•P. Seyale, tnc, WORK BEGUN 4• - 26 199r.WORKCOMPLETED r. - I5 19 r4 PROIECTENG1HEER A,W. Car}nr OLSMICTTRANSPMTATMADMINISTRATOR R.E. Aockstit►ek ARP JYED 19 SECRETARY OF TRANlORTATEON i 1 J t I[i. Iq &i [ pYV M0. �O WASH ♦[D. A10 ►A0j[cT m n /\ A iC9 W GVY pis "L. r[AA iM[[T TaTAL N0. iM[[ry I N D E X N D E X (CONTI N U ED) SHEET N0. TITLE '� SHEET NO. TITLE INDEX _ 2 VICINITY MAP 3 -5 SUMMARY OF QUANTITIES 6 fIhNTITY TABULATION -9 ROADWAY SECTIONS 0 C N R LL D BURNING CHM ER ii -id A n ►i�• T RIGHT O W'Al' Aiw r+f.l° r1Yl PLANS 9 -24 MAINLINE PROFIIF' MISCELLANF"..o PROFILES 25 -27 28-29 SUP" :dcJATION DIAGRAMS 40-A - 'J 7A -4A ; i RU UR.E NOTES DRAIN AND UTILITY PLANS 45 -49 STORM DRAIN PROFILES 0 -51 DRAIN CROSSING SECTIONS 52 TuYrf1 /�r f1T! \A nTTf l mmn CT1 cc 11 \if_\�Lr1Un uII -.,ii rfl\) a— UNULKUKAiN PROFILES 54 -55 DRAINAGE DETAILS 6 -63 CHANNELIZA I N AND LANDSCAPING ACOUSTICAL FENCE 65 -67 t`T,,.o C11ri"TrfrRTTn \if )1UN al nl aulrl) 68-75 SIGNING ND ILLUMINATION PLANS 76 ELECTRICAL DETAILS SIGNALSYSTEM D TAILS ` on SIGNAL DETgI S 84-85 PLAN P DETAILS 86 60 - INCH WATER F PROTECTION DETAILS 87-96 TALBOT HILL PEDESTRIAN CROSSING f _ 97 SPEcIAL 5ARgig-g DETAILS _ +•.n r[o .v rwo,[c. wo _ +wt_n T 23NR5 EWM -I "[cpww -- wv `w..N�- - - -- - -- .� I 11 • i8M1204 ♦ 111 � //� 1 1 �9 n luluq P\\ � ,l l IS I lh o ` ( TALBOT -- CREST - OR- I J J `/ 11 `� - - ' S of 1 SNATTUCl( ST_ J IY E ROA _ T UO� Tr ��It• ° -srti \a i — _ — j L :...� I rOp w n ` - fii�� CA Z ` � m p� EIIAT t4<S - EIRADEfCTIpI 1 1 >illi N �_ rMM j1 �:... .... i..;r _. p iac = =cn ac a: II 1, W,i I irnw f OT -_ I •' '� y WNITWORTH ST I I I nl \\ A - _ _ ORATE n P I re ! 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NMMMN ©����■NNN� r mm lMMMl=MlomMlMMl== WIMMENNE an !� NNN NNNNNN NNNNNNNN ©NNN® ®NNNNN ©N �NNN�NNNNNNNN ©N MOM WE t�� NNNNNNNNN NB NNNNNN mNNNNtDm[�N NNNNNNNNNNNNN NNN ..::. -mom om ®N �. N NNNNoNNNNNrm© mm©®®NNNNm� NN NNNNNNNNNNNN NN NNNNNNNNNNNNN NNNNN�NN�NNN NNNNNN�NNNNNNNN NNNNNN �. N�7NNNNN •• NN NNNNNNNNNNNN ®NNNNNNNNNNNNNNNNNONON .., - ©NNNNNNNNNNmNNNN NNNNNNN N NNN ®NN ©NNNNNNNNNNNNNNNNR7N NNNNNNNNNNNNNNNN�.ENNNN MNNNNNNNNNNNNN NNNNNNN NNN . NNNNNNNNNNNN NN N N NN® NNN NN�NNNNNNN NmN . ! ! NN NNNN NNNNN IONNNI�E� N NN NN0 NNNNNNNNNNNN IMIM ®® N© N® N�6f1Nmm�N�N®©NN llEI�INNNN ©i�1NfE�NNNNNNNNN MOM � N� NNNNNNNNNNNNN NN NNN_ ®NNNNNNNNNNNNNN _ r • � � � NN NN NNNN�NNNN�NNNNNNNNNN�NN�NNNNNNNN NNNNNNN--- NNNNNNNN WINE NNNNN�NNN =NNNNNNNNNNNNNNNNNNNNN� .11'1►��1Y1.��� NN IMM NNNNNNNNNN NNNNN NNNNN NNNN NNNNNNNNNN NNNNN�NNNN.NNNt — -- Emma • • t r . s.ess/,zf•. M� A C i G cl o' el l r �j w ~�h rg= � a W R�^ 0. eF �o n^o: s?W -j 5i ;5 b a -- - - -.N -- _-- __5' AC. KCWD'38 N 315 — ES — -- ----- = - - - -- L ----- �2'S_-- - - -_ -- _ — - -_ -- — 0 `B¢grr�l a Stn. 310* SEC. 32 31D M P 5.11 STA. 321 -73 BEGINNING OF PROJECT 3 ?6 S R 5 5 Edge Of shout 4 — 3 zo 3tN50N ROAD (108 th AVE. 5 Existing L I: 311'83 Match Exist. Pavement T. 23 N. R. 5 E. W M. e ls W- N. E. 114 N. W.1 /4 5 EC. 32- Proposed 12' W by Others Edge of le I 064M Na An raw wu ftOW N6 I 10 A SK 1 Ic� -i o I � II E-LIZ" Grade IrrVareet4lon Stn. 324.77.78 A.P. (S.R.515 ) S}a.10+00 AP (CARR ROAD) 1/4 Car. Bross Cop, Fourxi W by Others LEGEND Eai5tng Prwposad Da criptiop TAFFIC SENSOR LUMINAIRE R TELEPHONE POLE OR POWER POLE C' O MANHOLE :7 O CATCH BASIN c N DRAIN PIPE 0 FIRE HYDRANT -oa- VALVE O WATER METER _ — ------ DITCH - -ST -- BURIED TELEPHONE -- W— — W/1TERLINE C CONCRETE INLET O GRATE INLET LJ TELEPHONE. VAULT SERVICE POLE 5 EC. 32 M P 5.11 STA. 321 -73 BEGINNING OF PROJECT 3 ?6 S R 5 5 Edge Of shout 4 — 3 zo 3tN50N ROAD (108 th AVE. 5 Existing L I: 311'83 Match Exist. Pavement T. 23 N. R. 5 E. W M. e ls W- N. E. 114 N. W.1 /4 5 EC. 32- Proposed 12' W by Others Edge of le I 064M Na An raw wu ftOW N6 I 10 A SK 1 Ic� -i o I � II E-LIZ" Grade IrrVareet4lon Stn. 324.77.78 A.P. (S.R.515 ) S}a.10+00 AP (CARR ROAD) 1/4 Car. Bross Cop, Fourxi W by Others Amon Sep�em6er 21, 1181 owmAc w"m 0177 wo 4*- OF 97 !�f Sh..4- 31 0-0 R T/.Tizo z If I Q. f N � 1I- � � z• LJ N. W %4 N.E. 5 EC. 32 CONSTRUCTED FOR AS FLANS" ONLY SR 515 MP 5.11 TO MP 6.79 - CARR ROAD TO PUG" DRIVE KING COUNTY DRAIN AND UTILITY PLANS 100 0 Scala in Feet 100 +W: - 7 A WAfrI 10N ATt ONAIITWW Or TWii►dTAT10M OLTW,F . WASHNOTOM Amon Sep�em6er 21, 1181 owmAc w"m 0177 wo 4*- OF 97 !�f Sh..4- 31 0-0 R T/.Tizo L 3i I II i a Ij I li lil ell I I iyl _ By ,,%Hers 0 ^ a 'v �W q sR5/5 I I Str. Note - - --- 5 Lj .1� i � I istr 1 p 1' Nat6lll in, 9 v NI N'N V %n It V Nla � I� N: U'Iti W� �' o'a j �0 Q1 ROADWAY 2.0' 20' G 6 � �OG1 C' / Exist. Ground Line- �Ib 1 Exist,,,q Ground Lime._ OAsph. Treated Base 0.25' Comp. depth OAsph. 7reafed Base 0.50' Comp. depth M � Gravel OCrushed Surfacing Top Course 0.33' Comp. depth © r f-S° O 02 /ft � h � ru 1 I i �2 \Q0 ^ 8e Q\ No +e 10 12' M 7 Str to hW PROFI LE a a', D00 G ,L M nm l� "I'�M C rn L 4i v yin! W 4CO d � U4r h' W uI r ROADWAY 2.0' 20' G 6 � �OG1 C' / Exist. Ground Line- �Ib Asph. Conc. Pavement-Cl-'6 arch Exist 0.25' Comp. depth OAsph. Treated Base 0.25' Comp. depth OAsph. 7reafed Base 0.50' Comp. depth M � Gravel OCrushed Surfacing Top Course 0.33' Comp. depth © Cement Concrete S,dewalK 0.33' 'J Cement Concrete Curb and Gutter h � ru 730 " ✓C i \Q0 ^ 8e I hW PROFI LE a a', G ,L SR 515 n 1,2 R/W i cc.scade seww Js�icl,s P�coosed 56wer B_e9'n5_'Sidow_o.:f W,m /'- 4' Alen fe.' Strip or Curb i' Gulter___ 323+05-4/7& Toper X923 +20 -8egin 8 "Whife Stripe Lt ` 11 4"Wh;te Trc{Fc Asph Conc. Ori ✓ewoy(Typ)T 1 Buttons 6 r0' Crrs� Edyeo![ane � � 3II +83_L_t 4'whire111p;7 ' daub /e ye /A Stripe i Begin4W,,Ie$ tripe �� 321173- Btg�n I— C9AIII �1 3 - I. R Gu>fei LrS,dewo /.i; LJF hf r 91 / 8egen 0006 /e yel /ow Stripe /W 320 i 15 i 5-01 o M 0 hl h do 33 G, (j - Construction +It +1 Varies r=� I— Prof,le Grade 51. 0.02 %ft -J - s Exist. Con, Pavement` ROADWAY SECTION * Sta 32/ +73 to Sra..324•fO e * Ste. 324 +>0 to Sta. .325 ZS 317rJS�l Begin 4'WhireStrrpe R+ e 33.o_ !+t Varies rea Sl ,0.02' /Ff — C3 p02 %fGt 1 i 322±18 _, 1 Begin 8' White Stripe W/ to'014,te Traffic 90ib, S B 20' Ctrs. 4" White Skip Stripe LEGEND O Asph. Conc. Pavement-Cl-'6 arch Exist 0.25' Comp. depth OAsph. Treated Base 0.25' Comp. depth OAsph. 7reafed Base 0.50' Comp. depth ® Gravel OCrushed Surfacing Top Course 0.33' Comp. depth © Cement Concrete S,dewalK 0.33' 'J Cement Concrete Curb and Gutter ® Fabr/c Reinforcement i 1 �I 10 CX °' IO iy aI I ate PMGDKu u N WASH. No to Fr, e,sce See,t3QA 1 March_Ex_is1 ng Conc Cerb, �uller f Srofcwo /K - - -- a �35R �4'wh,to So17d Stripe (50) he Trebtte Arrow( ryp) U s•z3 _ _ _ 'h ExiSliny Pavement ` 35'R, l �zF /cslc Crosswo /K � I - i --� - -- -Type rLOneMorAYrJ &S'Nrt _Grade Intersection Stn. 324 +77 78 AP. (SR 515), $ta 10 +00 AP(CARR ROAD) Y4 Cor grass Cap, Found _— Ts5" 35%76 i►85' Sea_ t0 +68 Molch Ex,51 Ab✓ement v% MOTE' 5hr_rct 37A rar /aces Sheet 37 a 97 Jh ;ds, 1r Shref 37 war de letod by dhango Orals 23, �= Shut 37A of 97 sheer 'CONTRACT 217 7 C H A N Q 23 SHEE L OF MBU LT PLAIIS O"LY it LIU i. LEGEND a SIT + PQOPOaco I oc ag I 01 I �Q QI Iwo ` OI Q CATCH 0AlIN co �u 0 tl I I IT b T. 23 N. R. 5 EW M. 1 I � 1 � 1 � . 1 0� -C 1 1 N �••1 1 7� �+ 47 0 L1j NZ } vj, 100 �3S "Oh i DITCH NO. 5 ABE NO. {TA�i "eO. QD OD 4d MO. *M[RT AO. 10 WA*M. T8 ry 204 Propo*td 10"W by 004,rs �_ --Sim � T ��_ _ �•_ = I mom N ROAD 5R 515 MP 5.11 TO MP 6" CARR ROAD TO PUGET DRIVE �M+o couMrr DRAIN AND UTILITY PLANS wASMMtarpl sun OVAn MV0 OF TIANIP irAf M OsrM PA. WAwwNtaM too o :vo Zoo Scala in Fast ol ' r &mews 11, mal awrter M ,Z+ /�'�'J snw 38 • 37 flans sa.TiS�S 3 S LEGEND SIT + PQOPOaco QpZL O R WCR POLE Q MA LG Q CATCH 0AlIN •••• •A� >s GRAIN aIPG FIR! MVORANT —ems- VA. LV G O WATGR WkTGR ••• —►- •�•�� OITG r1 w— — WATCH V KC -- *T -- 8VPI ED TELL PHONC _ —tl -- IANITRY CONGA INLC7ER • O *RAT[ 114LLT T. 23 N. R. 5 EW M. 1 I � 1 � 1 � . 1 0� -C 1 1 N �••1 1 7� �+ 47 0 L1j NZ } vj, 100 �3S "Oh i DITCH NO. 5 ABE NO. {TA�i "eO. QD OD 4d MO. *M[RT AO. 10 WA*M. T8 ry 204 Propo*td 10"W by 004,rs �_ --Sim � T ��_ _ �•_ = I mom N ROAD 5R 515 MP 5.11 TO MP 6" CARR ROAD TO PUGET DRIVE �M+o couMrr DRAIN AND UTILITY PLANS wASMMtarpl sun OVAn MV0 OF TIANIP irAf M OsrM PA. WAwwNtaM too o :vo Zoo Scala in Fast ol ' r &mews 11, mal awrter M ,Z+ /�'�'J snw 38 • 37 flans sa.TiS�S 3 S l: 9 z'. i i I �1 z u Y W O moo+ V\ dd Cr N> a h r¢DrOG %ZN. R. SE: WA4 i /1/�/•// \ "Proposod B' W by Others >• %ib �t w `wo: n �'csi^g $or Fut,w* e._\ /A Son. 5. by r..,. h1h Proposed 10• W `\ \ n J\�• �� at v/ ,/ -.\ (o 1 ' 00 �Q d �7g !� Proposal C W by Others \ \KC S A ter je 3 Q • aJ rQ e 4° �v (47 tP �truL \� 0 {0' >d o D7 T`*7 Cil f r/ Q r /v \ 6'J"e0(a`� /�e4 l� ° {�Zg� >'��✓ ,, aP(•¢ r��cf G ~ O f�6 \\ q \ e [[OION MO [TAT[ I[e. ♦le MroJICT MO. 41[[Y MO 1• WA{M. i8U 20� _ • jam.►_ _ " •tea ..y v id9e of shoulder \ O 0 \ \ 0 \\ m SR 515 MP 5.11 TO MP 679 CARR ROAD TO KKWf DRIVE Koo CouWT ,I 1 / DRAIN ANC UTILITY PLANS V CVANUWO OF =AkW rA"= LEGEND / WAUW$&TM STAN / / 100 O 100 200 \� arMM A. WANWOO a. EXISTIN• -4b-- Poop**&O DESCRIPTION TIAEMMON`lPOLI OR PWMR POt! / / Scale in feet O Q LATCH AAe1N . , s ORA IN Pip! A), FIRE 1NDRANT i p 0"TER MITER -- -6T- — _ —_ •••�•►� DITCH USIED TELEPNOML - -- N -- - n • WATE M LINE CONCAETE INLET -" tl1�A StPlemieer ii, 11Q1 C7 ORATE INLET aeMwAe NIMIMMI R/71 flies 39 w 37 ll�s ,I 1 I V ri it i.! t; I1�1 I Iil IIjIi _ IQ hW cti CL ON ova O. OLL T H OOt �VO v dNa�� d Q V7 C I L + JyQOan O t 0 U) (y) 4 1 ��\ i5" 6 U rnln ' .--. ------ "J Und¢rdmin Rip —P CH NO. 9 es Structure WotzlN5 T 23 N-1 5 E.W. fvi. , / a /r he e 0 v /o 3 'r L O DITGN NO. {O odtall it) 01 Zia. 351 • 75, 50' Rt �O / Ditch FL. sol 5e , &E. 306.50 -. i I• \ \\ Q�\ v �Q S � LEGEND EXISTING pROpo SEO (DESCRIPTION \ \\ w \ \. L ;- ON l itn 356.50. 110' Lt. FL. 268.00 IrS +ed Caunq IB' Schsd A, -- N �'ND�ROR411.� PIPE Wa11,5sa DraYrx;ya prnwinef and Intareoptor Prof I Iv 1, �) Q GATC14 BASIN '' ,q F NY GRANT IRE FIRE p VALVE WATER NIlTER - -_� a • CONCRETE INLET O GRATE INLET \� M.H. Stn 359.50 III Lt. F.L. 254.60, GE. 257.80 360 — i1Sl• waroN Iw. o+.rt no. ♦ro rowccr we. N.[n rn Ie wALH.I 16 " 204 S W) A _M.M._9ta 363.50, 12=' Lt. Lo F.L. L3 4c',I;xL.253 -7 b+! 4�t_Unde,d,gim A Hand Placad,' DITCH NO. 12- g GN WO. 11 2 i too o ioo 200 Scale. in Flat FOR t;qS CONSTRUCTED PLANS" ONLY 5R 515 IIAp 5.11 To UP 6.79 CARR ROAD TO PUGU DIM KNOW touMtr DRAIN AND UTIUT'( PLANS WA11NAM74M ITATI aMRTw+r OF TRAPMR)"ATTOM arMF1A, WAli"MM mwrsSeple*.64r m, mat .ewe ee.. 2i77 sm 40 4F 57 mm rr A t O �d {may 0. \6 P 2k &No.�'f Dot tHa�G ,rm ao'`d 1: %I STING .A . n _` O • `� X4 .� GN O` LEGEND P;topasCO DESCRIPTION p CATCH SA54H +� DRAW PIPE PIRG HYDRANT VALV E Wa'CP, METER — �•••��� PITCFI p CONCRETE INLET 0 4MT. .•..t- T23 N. R. 5 F .W. M. I a V�I1111In1� \� o� L►� 1 $ N 00 +� QIPraP 11 I r 1 G�SC P i l i� tS a %A o. -�� 7��7 ?fir °•.• SAO' W " p4 a% Q k Gt "52, yo, kaZ a � .° \ f•L V4 \cV tjro a Sdv 5t\ i � 3 � 6 �t% a. v cal N C, DITCH No. 18 $1�.A,�Y \�GN NO Jro �tCJGt tA Sad loo — — — o too 200 Scale in Fcct �pG R[O�ON NO. • *wTt I[D wiD IIgJ[CT NO. aHan MD. wASM. 111 7SW204 _J • • • .. or-71 e--wed End Section .7— \� �rlo Structure, 6 s 'rota 42-� SR 515 mp 5.11 TO MP 6.79 CARR ROAD TO PUGET DRIVE K" Cdr OPAIN AND UTILITY PLANS WAfNMIGT011 fTATI GYARTI~ Or TUP"POETAI M tXTMMA. WAS1GpGIM MR•IIG/ Sepla�++�ar 21. 1111 comma 1GwW 2177 t 41 a 97 90M T. 23 N. R. 5 E .W. M. •aa o ,� W� raa ,.a ►�wac. See, Sheet No. 43 Ifor A aich II 8 +26 3 +2.& 12' Sch¢d R XS he d.1a A I l�z I L c2 a 2b I� Z C O. ' IZ Tr 2 Lme S +n. 0 +4z , I Rock Retaining Wall 14 � 9aie 1 1 ¢ V t Yale to rode which is g II O 8 . x 3Tn )69i730!(6.R.515 }.� I ! p I opprox�ma #elf yf+ kiyhu. 2,� IL.y, Di>70 ) 5ta 389 -'U 58' Lt �TR, Lil 13 q y� _ J Q KB FL 199.80 DITCH U ro 0 ' 1 0 !c= HandOlaetd vatcn E,st. o' CG�sVALVES'I 12 NO. !4 r Ito Erb $a,c }wn Riprap Flow Lin¢ Exist. 6" Dmin u W —�— itr5cha� rf�ock Rat6imng 9 w N Na RR4 `,nS co. wait 19 6T Unda.fdraln _) CITY OF RENTON _ ZU 16 1z 1 °'� ! $ 12• 17 if3 7 SR 515 f° _ ° � i° _ III ��•Qi�raP � S ] QI r °red 1 °cam � i 1 II W� �Z I I M I N GH No• 1'� los zlQ s �otC si c>Q•a• Stf C + I J t 's_ + 0a o fo 0 \� o� a a« n 0� o lu a + SR 515 MP 5.11 TO MP 6.79 CARR ROAD TO PUGET DRIVE KING coum" DRAIN AND UTILITY PLANS LEGEND WA1111NO1011 Mll OYA UW0 OF TRA♦ POITATION ExISTINe Pot ovoSED DFscRIPTIoN 300 o too Qpp arM/lA WASNWOTCN O TWANUOLo�e °a POWEM POLE Scal¢ in F¢st U Q CATCH DA5IN DRIJN PIPS 10, FIRE WYCWANT - -- W --- W4TE2 LINE + NATURAL GAS f) 0 CONCRET[ INLET S 3ep�emb.r 21, eel v GRATE INLET mNnobe wmm 42 a 97 M�Is .I 1 t 1 I 'i Ijl�l t I I U3 I I ICI M;',g. 0 Q i W in r� ohs PO H v JIIV�u�i I I 0. Z's once Spo+y We'd!Typico/ S-p /aces) ,2 — t 2" �3 r4 4. C T23 N. Z5E*M. Y. o-O 00� b• 98 th. Ave. S. ------------------------------- -- I � � 9 /'6 "Wd. A 7/8 "L _q S /O+ (Typlco/ 3- Places) I ALTERNATE BAND ANGLE FOR a tq. aTx1'[ Fee ME i-wCT NO. eNeeT Np "AS CONSTRUCTED TYPED STEEL COUPLING BAND v � LEGEND >z� 7 E><IST,We Y. o-O 00� b• 98 th. Ave. S. ------------------------------- -- I � � 9 /'6 "Wd. A 7/8 "L _q S /O+ (Typlco/ 3- Places) I ALTERNATE BAND ANGLE FOR a tq. aTx1'[ Fee ME i-wCT NO. eNeeT Np "AS CONSTRUCTED TYPED STEEL COUPLING BAND : - -- _- LEGEND >z� E><IST,We PRopOSlo DESCRIPTION W5.11TOMP6.79 ar�� {- Illllil FOWEC POLL �' ORAANUOIEOR 1 �� I [7 CATCH BASIN a_== DRAIN PIPE VA v! VDRANT - •- » wMM Z/77 SIM 43 a 97 �+ METER • - -. —�— •••ice W7CMM - - -ST - -- A 407 BURIED TELEPHONE - -t`W - - -- WATERLINE C.S.P ih ; e" NICH PRESSURE CAS ii ■ CONCRETE INLET r� CRATE INLET a C J W.i �Z( \ () p�9 , I YI I I II I �I - - -- I II _4, It V 0 I , 3j eaJ j . - zl o � W I ' s 190' Cr.EP 64 NCONE.D WELL I +w I 3 +z6 9aa Sheet No.Afz for Match too o loo zoo Seals in Feet :! a Bu +y/ seika+ CORRUGATED STEEL P /PE .1 Where Required FLANGE COUPLING SAND SECTION A -A ! 1 ' a tq. aTx1'[ Fee ME i-wCT NO. eNeeT Np "AS CONSTRUCTED -ANSL' OINILY i SR 615 W5.11TOMP6.79 ar�� {- Illllil i ' t * 1 : -till 1 �� I Spot -welds (Typ,colf • - MIlN91i Sep ;a.nLar ZI, NM , ` wMM Z/77 SIM 43 a 97 �+ \y11 PLAN A 407 k S",1 / "Nebel/ f I I S/I" . C.S.P ih ; e" , ca?i a Bol+ Ililllillillll 'f MOTE: A As on ol+Srnah to Swrd9e, ° On oversized Brige Clip may be used. 2 2 13"x W Me /;col ELEVATION C.S. P. •honnel coupling Bond d GSB C.S.P y SECT /ON B-B a Bu +y/ seika+ CORRUGATED STEEL P /PE .1 Where Required FLANGE COUPLING SAND SECTION A -A ! 1 ' �3 FOR "AS CONSTRUCTED -ANSL' OINILY i SR 615 W5.11TOMP6.79 CARR RAAO TO P! IGff ORM ' KINO COIIIRY DRAIN AND U710TY PLANS W" IGIoe 9TA19 00M M n Of HAN1010MAN" MIlN91i Sep ;a.nLar ZI, NM , 4"awl wMM Z/77 SIM 43 a 97 �+ �3 c a •� Imo', i I iI III'I of I I l� Dill T�TI Y l I.. 3 u=�� Y lC - J � mo C1 h � 4 irin� �$ wO:�qis f Jr'LL�o7 > I v� v11 • I �'3il i�li I I I I'� I I �I' I Io1I I g l „ I I { I Boostor O I I I Pump I 9 I $tatlon N + DITCH NO. 14 �piSPRV DITCH 01 5¢¢ Strooiurc EX 24' to word HZ-13 Jill — 6 -uxdx, ��I A5NINGTON NAT/ -�— 0 L Ste 41 I m { I 00 T. 23 N. a.5 CW.M.. I ov I Fym Wiihln ^ I WatLrlina Prls Li I I Gui- de.5ac r 1 N s- ---4LJV I A A _tooOZ l9 F to 88.50 z +. l Ix' =� -� Bunad T[kphona ITV�OF -RW'TO near Llne3 %; thm Prisrn �y Q. 1 Romovo Exist. Cone. � 1 eT � _ Dom (Soa SPacinl 2'y Qobion Wo// d.- (o 403•ZU 80 At 6W 'O *DO F1 F.L. Norld Ploc¢d [[GLOM - fTITY I[D, aID IIIOILCT NO fMLLT MO. b WASH. 78W204 I II I „ I = .- > o s W "w > Off, r' Q > CLrF. 1— Ij O Jj LJ V j O ♦� vi L In (i a cv Q Li �� r C�O U- a' I- w a Z t,7 In Jl W _ r•-L-v RM DRAIN J~S ___ --I- i L wSP C U.'3 12 lock 8,r4ress er +M , t FOR "AS CONSTRUCTED F IVI S" ONLY SR SiS Mp 3.11 TO NV 6.79 CARR ROAD TO PUG" DRIVE KING COUWTII DRAIN AND UTILITY PLANS L'E G E N D - WASHWOTON SIATI oaA"NAM Of Tub *AMW EXISTING PROPOSED E9GL' PT lOC • O 10'0 zoo 01TM/IA wASIwNTON 0 MALN.L- WCR ROLC 0 CATCH 5AWN $Cnle IA I's.e.i .. — - ORAW PIP! 'I .Q FIRE HYDRANT -�r- VALVE _�._.. �.. �... {.. OIACHH MET" _ - -W -- WATER LINE - -5—•'— SIMMARY S[WZH - -0 -- NAT GAS - tlls0� $ep�ambav ZI, 1l81 E: O CO Pit 't INLCT / �y��[..A -. AZI ��ii �� A� �j� �a�s C GRATE INLET (( --- SSIMA0 wadsi Li /J T ' LVht� RE�IS�C'Y ,DYI I a I t l I II .I I i I � I i,4 SroR14 C/�4�_,,, to I KO PAbnndonad } I I I P V I I I d d ` `A I Fym Wiihln ^ I WatLrlina Prls Li I I Gui- de.5ac r 1 N s- ---4LJV I A A _tooOZ l9 F to 88.50 z +. l Ix' =� -� Bunad T[kphona ITV�OF -RW'TO near Llne3 %; thm Prisrn �y Q. 1 Romovo Exist. Cone. � 1 eT � _ Dom (Soa SPacinl 2'y Qobion Wo// d.- (o 403•ZU 80 At 6W 'O *DO F1 F.L. Norld Ploc¢d [[GLOM - fTITY I[D, aID IIIOILCT NO fMLLT MO. b WASH. 78W204 I II I „ I = .- > o s W "w > Off, r' Q > CLrF. 1— Ij O Jj LJ V j O ♦� vi L In (i a cv Q Li �� r C�O U- a' I- w a Z t,7 In Jl W _ r•-L-v RM DRAIN J~S ___ --I- i L wSP C U.'3 12 lock 8,r4ress er +M , t FOR "AS CONSTRUCTED F IVI S" ONLY SR SiS Mp 3.11 TO NV 6.79 CARR ROAD TO PUG" DRIVE KING COUWTII DRAIN AND UTILITY PLANS L'E G E N D - WASHWOTON SIATI oaA"NAM Of Tub *AMW EXISTING PROPOSED E9GL' PT lOC • O 10'0 zoo 01TM/IA wASIwNTON 0 MALN.L- WCR ROLC 0 CATCH 5AWN $Cnle IA I's.e.i .. — - ORAW PIP! 'I .Q FIRE HYDRANT -�r- VALVE _�._.. �.. �... {.. OIACHH MET" _ - -W -- WATER LINE - -5—•'— SIMMARY S[WZH - -0 -- NAT GAS - tlls0� $ep�ambav ZI, 1l81 E: O CO Pit 't INLCT / �y��[..A -. AZI ��ii �� A� �j� �a�s C GRATE INLET (( --- SSIMA0 wadsi Li /J T ' LVht� RE�IS�C'Y ,DYI I a _ r•-L-v RM DRAIN J~S ___ --I- i L wSP C U.'3 12 lock 8,r4ress er +M , t FOR "AS CONSTRUCTED F IVI S" ONLY SR SiS Mp 3.11 TO NV 6.79 CARR ROAD TO PUG" DRIVE KING COUWTII DRAIN AND UTILITY PLANS L'E G E N D - WASHWOTON SIATI oaA"NAM Of Tub *AMW EXISTING PROPOSED E9GL' PT lOC • O 10'0 zoo 01TM/IA wASIwNTON 0 MALN.L- WCR ROLC 0 CATCH 5AWN $Cnle IA I's.e.i .. — - ORAW PIP! 'I .Q FIRE HYDRANT -�r- VALVE _�._.. �.. �... {.. OIACHH MET" _ - -W -- WATER LINE - -5—•'— SIMMARY S[WZH - -0 -- NAT GAS - tlls0� $ep�ambav ZI, 1l81 E: O CO Pit 't INLCT / �y��[..A -. AZI ��ii �� A� �j� �a�s C GRATE INLET (( --- SSIMA0 wadsi Li /J T ' LVht� RE�IS�C'Y ,DYI I a I a c t 3 �I i �ii i ee 0 o 'z Y iL uj V1 u! ad dew a C o' "a °a Ln ^ce 0i J to V N N 0- " , SLO 1929 345 — 345 a m 77— �. Profile Grade FOR "AS CONS TRUC E FA -Air 3 UHL1 SR 515 MP 5.11 TO MP 6.79 CARR ROAD TO PUGET DRIVE KING COUNTY STORM DRAIN PROF iLES WASHMOTON STATI DNARTMUST Or MANSPO"ATION GSTMNA, WASPIN OTON :4 1 opmm sggl% -64r 21, Beet cowma mwam, 2/77 sm 45 OP 97 !oast ris?9 49 t gsaa 250 W.. i929 361 62 \lZaStrLwiurz WASHOWTON STATE PWARTFAIM Of TRALKIFORTATOOM OLVAOLIL WASHMOTM 16 4) + a Ul N 9 w0ta +1 -5 ZAN p m :. I C S 11 250 p ''. I > s I . 1 .1 1 � 1 � 11. 1 - . L' . 11-4. - , -- -11 11, 1. 11 . I I'll'' aO See struclum Ss& 9true-twe 'Note 41 20 cc to I jd r v APPIWAR Seq�,-6— 21,031 46 OF 97 iwlf 63 64 365 66 67 68 69 370 71 72 73 c I i i s I I u j �_�r �v a' O A �� ��� U.1 d ak i 41 t II 7. ryI ui d0 Ul U) L 0 u w A9 L I. qu - - -1-7 I m R �I I ! cc ;A 0 a,= � 4- R oa to a ry Lfi Lin Lo u LO Gr V .j (6 loll c SR 5!5 Mp 5.11 TO MP 6.79 CARR ROAD TO PUGU DRM KING COIM" DR.PtIN CROSSING SECTIONS WAS"MOTOM PATI WARTM W Or T&A"MRIA" M arwu►, WAMIOMtOM Avewma V,19W arca.a Mw.� 2177 sm 51 a 97 mm t L ,I I o= i 6 IJ� III I 1 ilk I .J fo C1 c - %I- -- Z 4L of ea al I T1 I I a Gravel Backfill for Drain Gravel BacKfill For Drain min 0.5 IJ riclerc:1raim Pipe, 6' Dia. , a Ive Mcterlal 0.15' -OD Storm Drain 0.65' —Gravel Backfill For Pipe, Ewddin 1.0, "2' 'Limits of 5tructurs, 777TExcavation CI. B See Drain Plans And Structure Notes For Station Limits. To be used as interceptor ditch prior to pipe UnclerJpaln O.D- 1.01 GraveIi Backfill For Drain Storm Drain O-D Limits of Structure Excavation CI, B Storm Drain Underdr&im Rpo, 6 Dia. 0.5 r. Sta. 36I+00 to 383f­25 On Right Gee Storm drain profiles 4 underdraim profiles for pipe grades. When uriderdr&in grade li-ne is below storm drain grade line, locate both i.& inside of curb and construct ditch bottom O.D. Storm rm Dr&im Plus 2.0l . li 5' -To be used as 1.0, interceptor ditch prior to pipe installation Un&rdroin Pipe, 6" Dia. Gravel Backfiii for Drain Limits of Structure 0.5' Excavation Cl. B Sta. 361 +00 to 383 •2 S; On Left See underdraim profile for pipe grades 2.0' min. uncierjo-alm Pip, 6' Do ;i..: Limits of Structur4o 10, Excavation CI. 5 -�;/ See Drain Plans And Structupe. Notes For Station Limits 10 WASH. Meta I frram Ge"t' - 5ta- Pl a" & -2a ,7 '78 6j 204� �.iew i6* Cv;verl P i Ctnut-rit Concrete Curb and Gutter — Upper Limik - 51opo Trookment C1. B Limits of Roadway Excavation L1,0' Min. Depth 6 Inch Quarry Rock Gravel Backfill For Drain 20' min. (trout- - 0.5' Underdrain Pipe, 6" Dia. Limits of 5tructvire, Liccovation Cl. B Sta. 3z')6+ 00 to 361 +00 On Right Ln d W 6 lncF Quarry INTERCEPTOR b umit'ul- tow. Plan a-la, SECTION 0 Plans and Structure Not6s, For Locations ,uf toCked Cone_ Cut-off Wall Ditch No. or No's W d Min) (slop.) I thru 8, 12, 0 13 thru IG 2.0' 1, 5' 1:1 Steal Asinf. Bars Outline, of 0 4 is 1' -0, EA Way >Grate Inlet 2.01 2.51 1:1 I of W411 Structure 17 3.01 3.01 2:1 Alternate, Too Concrete, 20 3.0, 1:1 Section Ece. Cone Shown See Interceptor ditch profile for controlling Detail -ConCrate Cut -off WQ11 grade limes on A& Mir, (Sta. 355.50 Rt.) Sce, Ormr.age Plan and Ditch Profile. Interceptor 5o* 5pe-cial Provisions SECTIOW I rl"-E I Rf -:,,j BY 11 —Hand Placed Riprap Groull Fillet Griou PLAN Flom 15- �a Note: Construct To R/W Line only. Whirs R/W Min. Lino.. is Less Than Th4 3.0' 6 Hand Placed 1 c.. Ptiprap Sovels,cl End P LIN Q I-,' Section as Required Da-fail of' Modified Catch basin J- InIa-f Top For Manholes 541141 Note HAND PLACED RIPRAP SECTION Ses, Structurt, Notes and Droi-,ia* Plans for Location a INTERCEPTOR DITCH SECTION 5„ Drainage and Utility Plans and Structure Not6s, For Locations Ditch No. or No's W d Min) (slop.) I thru 8, 12, 0 13 thru IG 2.0' 1, 5' 1:1 9 thru I1 2.01 2.51 1:1 17 3.01 3.01 2:1 16 20 3.0, 1:1 See Interceptor ditch profile for controlling elevations and approximate shcat No. 52. grade limes on I rl"-E I Rf -:,,j BY SR 515 MP 5.11 TO MP 6.79 CARR ROAD TO PUGff DRIVE KING COUNIT DRAINAGE DETAILS WA~TON STATI OVA1171I OF TRANNOSTAT" OLYMNA, WA$60"TON FOR "AS CONSTRICTED APP§om Sepliem1>1tr 21,i4el 2/77 wo Iss w 57 own