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HomeMy WebLinkAbout72STR2570.1DEPARTMENT OF PUBLIC WORKS AUBURN WASHINGTON dA m I m 1 19 w w A 111111 LL 11 JAWA; i #;ki:g Ai dFIA110A m 0 llmjlIkL 1 114 ski 9±1m; I 1 STREET IMPROVEMENT NO, 144- UAB NO. 84wI-105 (13) SCHEDULE OF DRAWINGS BNI UNDIMPASS 102.2 t GENERAL PLAN ` N 2. EXISTING SITE PLAN 9 BORE HOLES & CONSTRUCTION SEQUENCE 4 FOOTING LAYOUT � S. ABUTMENT WEST � 6. ABUTMENT EAST 7. PIER a BEARING DETAILS 8. STRUCTURAL STEEL LAYOUT 8 BEAM DETAILS wAw STREET &E. � CITY OFFICIALS 9. MISCELLANEOUS DETAILS � BSI uNDE1tPAls 10. MISCELLANEOUS STEEL DETAILS o II. SHOOFLY LAYOUT I MAYOR 12. saooFLr urouT 2 ,..M ,,,� STANLEY P. KERSEY 13. SHOOFLY PROFILE 14, SHOOFLY DETAILS COUNCILMEN 15. REINFORCING BAR LIST RAY .� ol .&EMANN, MAYOR PliO-TEM, STREET GOMMAITTEE, CHANiAAAN I6. REINFORCING BAR LIST STREET E39AAMfITTEE 17. REINFORCING BAR LIST 18. RETAINING WALLS FRMN( womS$Y STREET COMMITTEE 19. RETAINING WAIL DETAILS �� HKXJAW RI�#WiB ffEBEER �Of�ON QARI.II�IG "A" JOiN ILEA 20. PLAID - PROFILE 21, PLAN 9 PROFILE DIRECTOR of PUBLIC MwRcs 22. DETAILS Eli06 RS PAT . P.E. 23. SIGNALPOLE RELOCATION REDtoftu CF.8 BELLEVVE WASNNd6TON C-7 .. • vCii .i }i N L- b a. I ate core_ Goncrttt Mtd�dn �rrrer, T>,ot I Stondoro' Ter/nino / SeC tio/I �., Sao^oS•d /nit•-''toi��t Stttion *� Non $ ft no'drd StG>s � or! ti /1011 slack b+cAf 11 11l";rs �TjipCld� By I Cw• ! AW- f E Aib. � iNtSt .4dUfn')tnt a� PAN ,scale l ; /0 =0" .• � � � ce�aeaF vb �.d.,,,y •dd ".• ,. VA* 6•P� FLEvATION At* - w4* piF hp e%ra*i - E/ 51' — .kar Revision WIMI -47.*r ate,. 3'ai -A Exp. lfp�s. Eost gbufir�tnt Typal Lien;Is for g-ag'"Od enrA"ki•,ent 0raw%&f %wp % Sb. a) -j-11 4v L; , - -, - - -17 ; dope Sls. f. {or /u/nir�i/Lv d0t4p;h urA*p ti naiyw Sew sheets GA 7 Aor stnuefems/ sxaswA%cry /0ay h"iAs. AMrwsill by: ,.'aei' Pat Nevma PE Director of Public Works CITY OF AUBURN A ST. S.E. B.N. L UN 1022 Tim (LritbAW) rx9, 'c'rK lewv •/ 46.N.1. Ireots 6 tack //rkri V,1 O N saM U-&1b &! lant A#b Cbx/3..3 1 f Coeginaliiar� I ' i �' gPPrv,r. Exi6f is/'odt J �iFn/4 aw. AMA*7 c — — —, — 777imr77i—t - r ,4af-1 Z6 iA WWI &MAZU, YAW, fi- -- - - -- - _---- I -- - - - ----_--_-fi—� azb,a. / E3.N.1. PROFILE . I awe�e .Scak /krrr. l•'=Aon; ,* ow to ems= 0.745A Tao r- c �+/---TIT--- TIT --- ,---TT---It, -• ----- - -- �t� 0 GimW Ead J/K/ Aw Asks Co►xrek filled Gro **4 laed TYPICAL SECTION Carao►* by fwfil w Ofllgtk An Abli!1 76 a NIi►xj AM — kpAPrchv Skill .Soi�c/ diad'fial' _ ✓14 684ahp Fu► 40 , 6#4 Lriw ksl Akt friir4*4fr//Aks 4/71/•0., ThNo4 .*el) &ls0a d .Si writ 'oyJke/ M M&AWM fAAVAWJ m &Aw 14,466000 SECTION A A iVLV:J�J-�l � C r 07 &*f (Ir►C/udss Cars-3) 3i?S cb5. /50 C. Y M�raOiW1a?AI'�u�f 1,6 25 lw. f 95 C. r fi,,,ed dvmMini 2cwols) ?,436 Lilts 3 i Cr Exp&miwAs►aewbt�es(4u�j�s 2,oW0. 345 C. Y. d mk #&*rpqa0;V ?60 is r• C 584 Lbs. _ of&& W*19s 335A.Y 3 975 Y. Aw*aw pgd L.F. /55 C.Y. f wbwfw4vwfAtr4 7 bfo /c .3 fo. - MA3WA IiNan 3 0O L.f 8" �ibdigtr�Or ,N Ayf. amwlolldn /66 C . F /3? Ad. do R&f. ASiVA N 6WA&W1 @b l A* 145 L.f. I'MI 0 Lbs. f "a< 'in pip*5 [.� L"4850 Ibis. 6"I Pwm ;rtyry ,4tw-op w 30 [f Qr/in A?oodwov Gchntct' REDFORD ENGINEERS CONSULTING ENGINEERS BELLFVUE WASHINGTON 1 91 12 A a Kati W ON STREET S.E. PROFILE It Ta ywf tot = S dd677RR�--� �0/0S,9 PLAN NOTES DEJ1641 ,$Pf0RCA11 M.5 : 197/ 1mw d A.R.E-A. &W#) a rentanwad w#j a QA[I p�rlilars. L410" = Cagvers Ed0.10pa d 94TEAW -5 a 40MA A MA" : J W avvW m b her Jbk of MbJibnOw Jkwx fsW 4wj&wxm Ar Abed E &)doge Cwitruchw /972 edih&? erm# hd/ *e b6r,& aq dAmataff* "&F in &Tarab" 4** d** 15 dr he A.R. EA. 4otaiaakims 19714me. dE AICtf YAW: yx a 6S 6ram cap dw* and trrpa, Eesi si* of it "St. , 46* of MI bri e. d. do. 679. RE/AI WAV JiM : ASTM A615 Grade 40, f3 = Z0, 000 psi COMKRETE - *%AvVAw JAeu! #O/*W 94w*Arn/ Class V N ma, t' _ J, "ps i JTRLCWAL JTEEL ,-ASTY A36 WING! /7 "1.0 , i'Mie* -'W abed &O' skr/ ppepts mwre►� hl rd dram b dam! /rs�ftxr d Obw AAWCYW11W4(; fan-00667/6971 vn=Q0"S6dA9,ms=Q9977d/6ti AS- ftmT u� SCALE Lby: �«• >�t As ShmnbLeV .� 23 7OB No. UA13 Na C-71W-00 C1:1 M LAMP and E/. 80e/ 49 V •0 fr(p 05 � � I i \ 111i{{III o 1 ,_ { S' BrowO A bran, very /ayse, _ � -� '� i I i I � / f I g _ IIII�y of anic scrody silo • /O • /S iG - — ' • • grave/ aTd rabf/i "-- oown, 'Vero/ Awe, s110Mv ` — I I I �l • • •: anic ai/f rnd vei li�� a»d _ — — '� I I I • . or9 1'/ . �dt Lines — /d'- / ' Browns, /most si/;o • ; I I ; . /r- /Ste' Grey, inedi;Vm deo:e ti' • 1� S' 6iey, mvdia� dtnas, si%fy • • • � .: fine tb coarse d a 9t r in 9'r4r vi/ of— t8'• 6i+ry, irnediain di�se, silly— — finer Ao mealven ssod w1 to Sri ve/ in -- .�i' • .i�f 6rry, der.•se rise �b �nedl�� . . Sand 1b d4; thin AMWIPs gravelly s sndy sil/ bri d9t fyp�) Le • 5 S' Browns, reey dense, si/fv, /Meiiom fe Coors s sand with SO ' s0 X 9ra vr/ aid Cobb/es. i 4.V - Of Same as 8`evs, P-IS X giivol /j Myf) ' - 49. 60 Sd►in a as SAW ve, / 40 - so % 9�4f vs/. TEST NQL E //•Z- 7/ Test hole O-db NAw ewe hw .%gWe a ontw*Ow Cerlif isle 40 7l/O-.5,4, dakad A49s/ /0, /971. Date By Ckd. Appr. MANNIMMMEN MEN Revuwn dogcIr or wa/. AWeved by Pot Nevins PE Director of . i N 04 •i 0/ FA i ' ' i t e /1 I 1// l�/jl100 — — — — — 4W 100, — /01 1 i 7106.6. 3/ rjy I I 51086.77 ! 1 (S/P ) BRIDGE SITE PLAN jcale � / "=/0 "0" 88CAe of vva/orr REDFORD ENGINEERS CONSULTING ENGINEERS BELLEVUE WASHINGTON •�����y-1�1���lrltltltltr►l►�►�tl/l�ltitltN Itltltlilt,tgltlt'�l�l�l��ililtltltl�lilt v /nbovnd _Tii_ tltltlt'tltltit'tltltlt'tttltltltltl�lt�tltl�i. $&pei�P•7er9tf A/o to .' Eris fin r core (oars &.t*W/l art Spero xiini►te 0r7/y. .4 B/ac"Y, /ooze, or9eni7 /oosoi/ sAd rill 1b 4: drown, /Draw, 6i/ty I-lav sand WiM dtvth. .�' Brown, loose, ai/!y fir7e aard. 44,9er in coarse gf,a vs/ aqd CoAb/es a/ /a, vss�g ii1 Cobb/tSJ Coarse 9iavi/ dnd C4040/049, point td poinl contact, minimam silly sand mdr �i�;r. (Oiivin9 4f9sinat Cobb/e.) R.,u._ -s•� --- Oat or Cobb/es at ??' rey�edimm dwtse, Tie send xi th rave/ in sfrsilf . 9 s IB'- ?9. S' 6rey, very dense, Fie to inediun sand with grave/ inn a/rea/fs 35'- 34- S' Saner as above , medivin fo coarse. L-U AL 39' Brown, very dense, fire to 177ediam sand aviM 9rays/ ih s tria/rs. TEST HC)LE 1 //-e'- 7/ CITY OF AUBURN A ST. S,E. B.N.I. UN OGE 1022 SCALE: Draws by Date Stet �`�G• � As Shown sad ►y: of 23 JOB NO. ►y: 2-73 L A6 NO. C-7I50-00 .�_�: ®_1_101MIX 72 STRsd70.1 SH-3 00 M � a�nMKs MLW IMLCTutt CUILTV- 100 M. I BIND fog -Ippw PLAN 3 cowTRAcTo t SHALL NOT use A.R[A NORTW OF Tw►S UNE FOIL AW "Pass, w wATso s vt R COH STRUC T t O N LASS► IML T L►NE �K/O ?I�t •r~s1'G � Fot 014000115�12 i s 6 ca^► °s . ScA.E i"s ?v upss�n,�sKtT �Siw TYPI CtTAWINC WALL %w WwPoaa ST09tM SeWGILS 'N Sy00FIN TRESTLE AR!A UfOtU AKY SMOOI:Li pILIMCh o2IttLOCATi0P4 (SEE SPE= FiUT�ONt� [KMTWf Tot OF P ` 7 ------� sir �00•DO � a Asp .w"wd Pat Nevins PE. Director of Public Works I 11 AZ �� 242* co Io• curft � Exi5T1 ALL uTtuTALS 101 TOIL AQZA► T04STMER WIT14 TWE CPWZWICAT►0 RELAT,NG TNERViTO AMO C0IAbI 1L TWEfc W1N NtS INTtNOSO OPSRATIONS i &C.MIL000NG M109 TO %U%%A1SS1Qv4 OR %Is D10. SuPER►r1.�R,cST JOI I If IT1.1 I I�l I I ('1'� flfi'1'1'1'MI'1'1'I���i�Ml'1�1�1►I�1�1'1'p1'I 1 7 3 • TRACK I t 0'� w A I t S"rLY O4 SW PLY. AT I ON I I I I I I I I ,I I o ;I PLAN 2 I��1Iof6Ifi11414161H6'fl,pI$1'16161616l'I'1, Rif ',� f v... __ A #offf�fflf Iffff. off fff f�ff ffle• al ffffffllRol## � �•oaoo � a pro yyJq,M/ t,usTMlf Tot Sww F LY. dw /N.l TOP 4s SWOMLY TRACK �TI - -1 ftMbAN KN!*IT 751 T f I jLpG. t:Aca !I [g] 1 ( 14' g•5� 30 ' bINTY�t >tETe�N N6 WsLL. M&IN 1>1 t (SE: Rew 1 �' I•S INC06Ww ►L Zo W&LA.(SE[ Cs) EXIST. Gto. SECTION A -A wa w►LK. NOTES / RELOCATEMM i STORM SEVER PIPES 10 Ftt EAST OF EXIST. /A RELOCATE CB NEST SIDE OF ROADWAY (STA. 7*60). t RENDVE S I OMOMOS i SIGN SUPPORTS . (*as sty c M I OAT I ON S). RELOCATE POLES a ANCHORS . (MS �cu,G.►Tw.+s) ® INSTALL SHEET P I L 1 NG PROTECTION FOR FOOTING EXCAVATION. (S E & SAT. � Z) © INSTALL SHOOFLY EIMMNIG MIT& SIN TYPE RETAINING. WALL. © INSTALL SHOOFLY TRESTLE i TRACK . (6Y 6.AjL ) O7 REMOVE EX I ST. STRUCTURE © BU I LD MEN AIMMS. ® INSTALL M70UR . ® BUILD NEW PIER. ® INSTALL A COMPLETE NEW SUPERSTRUCTURE 3 OPEN TO RAILROAD TRAFFIC. REMOVE SHOOFLY TRESTLE 3 TRACK . (DY S-M . I ©! RENDVE SHOOFLY DeANQENT 1 BIN TYPE RET41N I NG WALL. ® COMPLETE WEST LIMES i MEDIAN BARRIER. Iv TRANWER POAMY TRAFFIC M VIEST LANES. ® COMPLETE EAST LANES OF ROAD. A 4 Deus= None wit 3 UAB NiO. Z_ Q-1- I�I3I13i as N 5#&-7� *E 'b 35 CriMe i _C t - low � '�� �'�' Si0'b � � Abnafo>�it �• OL Ole � �3utD�dM4 P� 'i t t Per A J1. S E �Aa1 1 a�qv am .36. ZZ' S 1� I• BASE LAYOUT W7NE#7 #F57 No Date By Ckd Appr l Revision a&#md Me FOOTING PLAN Approved by Pat Nevil"1111 PE Director of Public Works TABLE OF DISTANCE, OFFSET, ANGLE TAN au 1 CE X' �atr A 9' „LE TAM9 A 9S. 75AN 4 dtGtS d't7 53.6 -AMW d 59. o / JZ68 9 _ 19.7366 d'T5V J51f;iM 916.W77 E 4Gl0�10 i1G•4afd9 - - r Top aw we // L 40 'o• J ti Ada%MENT 6V7 NOTES 20W al l wrtslde accrete collars tm Appl in to aI l concrete 1n cwtract IMOrtra M gu ide of alrtlmms . wine tells cad teach top of f eat l all shall be E van a 10l fore) and cerlt l nlNlle coat I ng of 3"Wt N1eV (AM/-41 Current 'SSW) NNIw c"trrlg at net Iess VAN 11 follow ref ;yore ward After joint eamwam wetrpr ief lNE is Instal 1 ed . the backs 1 i of AWtttlws t I ng ni I s so loch to of hat I wQ steel I be E I vw in arts N Toth tree Liable IMINe CalaWt of awl A total of not !tw tha % Vila All $We ward of mfIM anent shsfl in No tenstr11cg t1on joints Sol tea eeTed Weth "I, joint wsterpreNIra which shell consist of to Iawers N orttow faUrc W Wlde and ewe lover Of trdo p1a11>td In few snslhl00 of aloe!t The first simmatmit shall in tf each s►i N the joint awe Shell IN mi►ed im"Istely lthre NIaftcNE the first Ivpr of Or torn Final snowng shall eaten/ r w 10 thaf s Ii N the fatter lc Flair lc shill l is AM l-17S 9 fle"m ahlrteswts ad WINE tolls ShNI Is le rtformd joint filler cwferwal to AM EWN Type 11 joint 0N1 Ile centred Ha 3-011 blot eadarproofONE on bachsli' Any additional constriction Joints net shrew M the plain stealI he covered With 2-ply lowt naterprwafles itlect 6slfIl1 shall 11 Rrsuliat free dra1n1r1g Mttflyl as spetlfled ►n Sactlen 21 of behlaEtp State Mighty SwIficstlas Now. gal baler tap N prfwxW pipe shot 1 be as sited f led fr 'travel bckf i I I For brains• and mom perforated plis scowl I In s UKIIled fer "gavel MChfIII Fw Mile Myatt ►lout bAartraellae bterprMflaE etttrlal sMll be lrtyl rvf " Mating 1 li" thick Cover entire surfaco of Coma Now Milan Nate anal ailst1ng With massive Asphalt Planck( shill I In plain 1-1 t" thick on, conformal to ASA i17-M ►leafs *01 is laid Ia aw aieroved MONO mislow penile Mt less thaw S gal low per IM te ft As wccesire p l awhs are 1 ald. " adbn and ends of Adi attain: p i aNhs al rely food 001 fie coated Amain I 1 y w I th the steno 1 t Bear I s I ec Aspha I t tearlsm shed) COISM te AM A1227-Ste Type 1. of plonks my be Intense Nth massive No to fastwl *"time to ba l l ast p l ate ASPhelt nestIc shall is placed eve too platNlas could sloped to drain teNords 94 dfa1N f1 sM (see sheet gavel specrlrcatrens Fools Its tel I~ field welded shall be E1von a slap teat of weldable red Fr "Of TCi-l1-S as Weducod by Told Cho COM . Seattle, SWO'%tM, or oval After capletialt of field aiding. welded areas will Ae Elva to field coats of paint (see moc1f1catlM! Structrral Steal If" 1 6111 bill posts awl UMMI bolts shall be structural stool (A-3i) b1 i pill shall Ili Mt dipped p raw Ind SIMI 000 100 nil co to ASN A-135 or A- Ili of "stmWd ne I Ntr' as given in khrdu I e a of AM A-1 N A ll aiding shall CWVWO to cwrerplt AIRS Spacltlg"Oft for Melded NIS%M sill blleaw bridges P1141111111of SMU and railing 9*11 anfern to the SOKItICatl/ns (spacial provisions) Illlailr iap On re111f,)rf 1qg Stool b•i iHiii Is damtet5. 11Niets bid T1119M The anim ale thickness shah I in halloo Platt drama oil erns shall be pine"Ind. Corrugated alp* shall IN galvaninid sad asphalt coated Pipe shall be IN ft . awl shall conform to bshingtee Stab Nl*" Speclfleatlacs i4-2.12 Iase Natal slwll III Capper steel Galrapuin 4==d Ow welding shall billco,ered with one coat of h1gA Zinc paint.mg /!0'7� J) _JAAF ELEVATION 41t7te : AAe iPQa�i6rri�Ip�/ 's •YAJT /Z 10 , '.fi a .Y�r�Y+�G��a�a>,�� 6W ✓leel � Ale, l.(JVgJC/c F/�, b Ae fbtf/ of Ak. . _ NI'vkilv Loud 557. SECTION A -A TYPICAL PILE DETAIL it REDFORD ENGINEERS CONSULTING ENGINEERS BELLEVUE WASHINGTON '�„ 1,17]'r,,l�lr�11'1'i' r11Nµt�lrl'11f111'1j1I/11111111NIIII,�111111f111111�'1111111�111 IIp111l111f11I111�1111111I11111111'11111111111111111111i1�t1111111111111111111A1111111i1. 7 10 _ 11 It CITY OF AUBURN SCALE A ST. S.E. �''°""' JOB NO B.N.I. UNDERPASS-E"C*E 002.2 C-7150-00 FOOTI NG LAYOUT Drowto by - Dote S11eet 4 K J. K. _ q:m I� Deo� od by of 23 6-T2 A by• 2-73 LIAB NO. �71 @-1-105(IN 72 =T1112070.1 SH-S et 9 a ems• ...s1 2 2 4 s • 7 • 9 10 11 12 13 11 1• 17 0 If 20 21 22 Z• 25 Ze 27 as 2f 70 9-WS f'OtsZ111 tc £I GOI-1-A 00-09I._D 'ON IgVn CZ- .'I a r ON s0f �z+ „o-,1 s,rb/I Zs_is4 •���Q . 31 VJS 13-3 N0Il:)7S 111 (1-0 NOU33S ZI Ii of d 0 L Irlr�rl(rlrfrlrlrtr�rtr�rlllrll�tl�IIlrl�lt�rlllrl.l�l�lilr�llrl�it�ll�ltlr�lll�rll�llllj Illll�rll�llr`Irilillt�1111tItvt�Illltlrll�rlrlllrllltlliil/Irlrlrl414j1101111111111110.111 , LS3M LN3 Wlnev 3•z01 3J0IMS-SSVk:kMNn •I•N13 -3 •S 1S Ndn N8nend jo A.li0 - /OS ty `d-d NOU now— -- -- - `— a e .--«� - - -- — i.f----- �.�- 00;9 ,O;b s a0;b .%/ 00;2 ,9;0 NO.I JNIHSVM 3nA31130 BJP� J49 a�'Y -*V/ry ,�/A,aO ;fin, JI slral< O YL? 6/9.4 025.-I 2291 OS 0z AJ-G V L-J 1 /OSY L. -i L J S/S� C08� - • T—T sos,' ijtwpjo CIS ING rQ� � * 079 t C/8!- �- /OyN n 605 d J iv �r 904ef05d- o �b,0v ARr #v — J��A► j Fi5 d� b096'- ; 0. //o/OV `p OW o CA1'A' dxtg vVw7f oll L /WWI' aaS tit/ y H u?'/-W i 9-5 4"W A3f F17H H rigAw f' 1 ' �► Pavij IAvirwy a' &V V ui *Wiy 0�jt / y csWAW N M 9/Sam r9;b mo;I= ,0;2 goo r�C�s r� r?L;S #oi;s 7r 4"4o a OS /L nw-? 60 0�6 4ey - -- w � 1� %.- O I� /l Y //S be 7N Jose v� -cvuaur/nqv wok dl a✓1piiu1n7 3 sO exioM otl4nd ;O JO400Jt1] 3d sutnaN 4cd umnea)f idd` Vil.i 49 e N0IiVAT13 8 209� lOS� _ zop-- , b-- 61v,;ey�► drnPqu� i rh 8 cw0109,4o N17 a 91D,I NVId / P& IN 1//-09 _ Col.# I 411 /Vg • iI S C094 (JyqWW -Vq OVJ'l sO&V7 JW 4 /4.701 /bl6 :4a/1 OS 6/ Aa/� LS /6 4019 one_ -- - - r0;21 ,b LR ii � Lr� tN OlS:j -� (j) o �r /ram A0;w 6/Vi • 40gl" 0 ~ ElS � � • L -No i 'oN evn 9 NM t4fQ AW owl/: dw +.A NOIIM r,vr, - t 0 a�AWpq = ~ -v— "wwn s A molp"0449ad"o r ' s - • ��r• mIr— SIIVJL30 IN NVH J/ AWP *v ?!I wltf# v.�N 4 i+rrML '+alq�r 41UIyC Iw Il of fiv 0 A FVV 1W.08 0 abrAr loop"") U? Jo# wj"m o!Ignd 3 d--iv!AMV 40d A PNOMOV rOi�iT : d�PJs NOI VA3-13 F':' r r F: 0 M0 I qu OSAIMI.? Vw 4 -AJ" 4�d05 Medlin borr"er Sit Z Lo. ✓ra � V i•� APSE. "/er J1 iiyp uasi B A r I L-r\ LLLvM1 1\,11 V Sce� I "_ /=0" /J, RbAa C ,. 0/A /Z-01' 014 ,� 1� /� �{Ifd11Ar Qc✓1S -f— — - -- - - -- --- - . _. loril 14 At 4t4 s =A9j 40/.4 s =,OJ • .l + j- J t. S=// 1ir1A % f 5 -10 " 5-71 rY -101 " _ _. Ili • `! �� • .— R G Y T C BEA i N LA OU For 100,nfs m,%d 6 4 E see Slbeet' ¢ d R T -- - j --t- - - —--- - -�- - --�- - 1 -- - - -- - -- - -_.JD - 0 • - -- - - FOOTING PLAN W ( Dwe By CAI. ANr- Rwle . �•I Mtff 4 In A? AM•w" y. Pat Nevins P E. Director of Public Works 4 4 j 7 SECTION A -A .�clir j:rd' d/ten bwrrldr ff M t. / 51haCtf Exq�wtiav� Oiy /im#s •- Top Of we// 4o A//ow 9rao% o,r rOi4. INS $ . P 526 Foofin9 — ��P%/as hat shownl 4fiJm*A' Aron �fts Gw�ar� b JAlelw� AP rw it y (I *f,* dl .rasa� �Mr�►on — — F 9tide O►ER 3 CoL 3•G3 /q w� o` VtrtiCl/ cunK ) 40'r %vA• G9' X C AVAT I 0 7' •.: • ••' 1 •:' .fI Mstk ..foe Art.#rrrter�► • •: Li al i a off go Sir#'t 14F ' • . • • • • • . • ... :;;.,•., •:,•• Arid ��1.J •.:f: • /•� �f ANCHOR BOLT DETAIL CTI ON C-C eAir am iv *w 1,w AwMv awAw � a�lnl/�Irlr b��n FIXED BEARING DETAILS , BEARINGS AT PIER • AWAOW • • J • 1 • • . •,•• •, ..•. • •.1 •, ••. _• ✓• ••••••• r/ I, Li 6Z X05 9.9 SECTION H-H SECTION- i 1' Gmr1/ •%'%'•' ••' t ,it7J. Amw mmi Mer .... .•;. • . . , • • • , . , • • �~ Aid aid N(sOlr-A,�7 ,. •.,• 1 •• . ANCHOR BOLT • ' • ... ... At A�blla►�*Qe Ind /slls~bl/llirr dAlow �dwimbi EXPANSION BEARING DETAILS 1�lir a dow Alowrr-- Je k: :/=o' as #jwAiOMWAerirAw&Wtor. 1=/0" a` `� O,o file ca►,/so/ (See Sh /> 17r�OPY 1 - C TI ON E—E scale /2`_ a„ RED FORD ENGINEERS CONSULTING ENGINERRS BELLEVUE WASHINGTON •' IIIII II.1' I1�1111111 A 111�iNII(I I I I I I I I I I Ii 111111111I I 1111111111111 I a I 11111111111 A 1.• 1/ d S ARi NGS AT ABUTMENT S walma o NOTES BEARINGS cared bear,r7o dssemb/ivS-2uas 117CAjdEd ;e conf�dcf,�ro�ss/ r pe per>oses ,vi// Can5lsf oL• /�' /= /o'K �"K /?-� ". 2 ¢S g x x 5-/D B� Z �5 "x �'4 each eC A's ay p/s. s/b .vE/ded to /3 w3o r i7? 6eo�s� ; 6 ancha• bobs ,./i � washers concrete gralufPa�a�d9rou� 4/i complis ar�d place. �- r' •-- 'y ��'sc.sra.,,GJ.— .o� ii%,,, J "C�i LpL , ✓',' ..+ VCANv -r/G a..(J%// 'oa../ Y'V 7S ✓oy ;av/j�S�S i�v ./ Coils i5f % I • C ' x x !i - �4 j d • v' 3/4 x 5 -/O /? wi/rj EdCh �D /dam In'C /ded fo (3) ;N30x 170 bear7s, 4 a r7c,4 or bo l s . v % 4 washers corn, iQfe 9rtx,.f po�d arm A /i carn p✓p/C a rid in 'lace. G3i 7f �iGg rr79S oS Pt� S~�UCt�/ra✓ S%-eli l' 4e S�EGirlGb�/O✓)S E �C?� Shd/gyp sur4cws i� c�.•vo•;7/vim/ ✓cv�/Ti.�.'p �'/a/, t�Q %/CdVi1'1 BOO/F'l! N//y7 Yr4rp"Iice yre-Cye, CJrof�'`i.-'G v-CasC �r;0/r Ue J CITY OF AUBURN '�►" ST SE• B.N.I. UNOE79 43S-BROGE 102.2 PIER 8& BEARING DETAILS 111i,1.;,,,i,1.;���;��.1111I1111/'II,111111II'1l111'IIIII,I I1111111I1111111I111I�11I1111�1 7 e it 10 11 12 KALE As shown 109 NO. • • �(- ► - • 1 a�rw •s in ss ss ss sa at -a • s s s s �mesa* t;JC A 45,V/ /, dCx*3 ¢ yam. gavf,�nt ,�st Ge/al/ r - n 07-f-_ 4 (AC,f) it Arrtbor�,d�l �nnr- DETAIL 40' 410 ,Sark. G�7AK 'Mif I I - X7A/L H - PLAN ¢ ;ack Scale =/=p" ¢B �tt • (aUr m,W) —6 V -- I balm dawn i 1 M M DETAIL N 4/0 0SWIe- 11',Vg /74? ' - - - ee 4&e to 6a" Leis LONGITUDINAL ¢ de&n f -arp .kak - /10" Pon teamQ /1 // l0 9 d 7 END DIAPHRAGMS STIFFENER .x.4r=d =/=0- N& I am I b I Cm. I Mom. I Il..00m OeA*l't' I 3 bares/ �. • /=//� � 9=�' �„„ 6 s DIAPHRAGM Z h* . �.-.0 Pat Nevins P E . Director of Public Works te• rra 'U &p. ,—De/e%l r a9� it &N. Nam;�,w,t Mart 6431 "OwAd 1 WV kw �Air I See Aak / --i-aftff AN UT DTAI Tiv) .. TAf L 'C' DETAIL 04 DETAIL TAI 'G' DETAILIHm TAI 'K' eEAM DETAILS 5cak- REDFORD ENr=_TNFFRR CONfULTINO ENGINEERS BILLZVUZ UI►iM 1 NOTON S' Y!j 0 .11llll� 411111,11m M DETAIL "F' TAIL'E' Ltr DETAI L'L' Ab I% l.34 dif ,37=9 4 �6=/ 36•// ' - S 95-9 .3G=7 G .4 . 7 J7-1 0 .17-aL 6 34 Lj 9 .6-3 37=� /111 1a(,-N I1/ as !� 't 37 -0 AF /.5 35-N - 91 ' /6 36= 9j ' 36-7 17 35=6f 36=* M 35 33 ' ,ab' / ' 19 36=5'' 37= 00 34 #.ow 37tO Z/ 36 . // 1 ' ,301 9 ' 3 35 (Oi 3L.401 24 •. F 3G d DETAIL•M' NOTE / **V 4*0 R1C1Se aWimadim .yof Age a oW hw*v VWW A&W-7 of poz*J *p e bVibA Z ,Yrap Abu m eperws►k911/ 4pe VmWVA riblF AWWW.Sw b1r 4n?j6±d b hk arrkr en cmpW w. —� .3. j "/ bob 4 iw co gal VV- 4 fV .ems of bemmA At p • MMWAfsar Bents .>, Ar mWW ae .wRrs dq* d Ae belar*w k eoMre NJ #/MVA e Y 5..4ss e on C i ; es shall be re a ,?,ea �e es es.r i ?7t lea See -n 7 e. A. So0CS• b. C0w+Ip6ctor Sheri/ h Cop e' s or shop araw, p7gs <"or eec h eo o -ova 1. ;,rte woi 5�7aii ere oalnrea J coars pe/ tee coal- sec saec cef o^s z AS. BUIL T CITY OF AUBURN s<c"" Dwe 8 MwM !�T r-% r As Shown by: 6 7'L PA J 1. J.C. . JOB NO. B.N.I. UNDERPASS- 9RIOOE 102.2 C- 7150-00 �rs�s��° -773 e A B NO. "T STEEL LAYOUT 8k DET 05 3) 111.I111111r-11111111 n 1►1g1111r11111111111111��1�111�1a1i1�1�11I�1�Ii1�1�1�11111111111ol '�I�I�Ii'�I�III�I`I�I�IIIIIII�I�I�I�' IiI�IIIII�'�1�1�1�1�I�I�111ii�Ii11111�1.ii1 I,I,1 1 4 S 7 e 9 10 II 12 9 s 0 c s # Small I \1 AV 1 Aer ►.. 16'6 'q ,Middle 4114, - %Ofd✓ Z BaMay1 - To/d� [,iiils Z ,/nits 8 l6"-0 •�` "� " Gltiir /l=9 "of of4blyjC�Id =6 • Z ,Nake-uc Unit J 1,3vf Abut OW Ab01 fail � W / aw-uP up/l (4"* (Cen*f un/ a Aloe too/Ca/ .� �'`' v tl (ovJlY) *n m" 7yplcdz Ai I -W *e &*/ I U• aaj ;y,o� � - // -9If i �o end LOGO A4ib 4 Z �e �ty0 (CL*17W M171 ta) oWCal f I I 1 r 1 &#a el r /NW ) — -- — — — — — L A 4CL r .. - - - - - - - - - - - - -- - - - - � L�✓ii Grp �il�ef y-_i_ -� -D -- -------- - - --- ` 1 i r • i • tog' CX -('ya `4&ackeb 3 J0. G 9=9=2T9'' li�aotefs • OWer - TodL LID 94e Z / ,-,3 ,fr N ,olal i?e )?egrwed 5�i ) -- — — (TyP) /nner - To%/ C� 9':j " ! kr #id -4,0&7 E Able/. *C ¢ &OU .tri/. &JV .J pole rnr �/osjs Ul Aa*s .if,beef V SPACI NG PLAN bh .Sce% • -- ���• �t ` Moi/�' Ab1kf, [%1r0',7� a1�0 / &ad Corer 1 q L �'L3�► ■T t •. ., + ,....••• Lk�.lIf 1t .. . MEW- ,4pv1 / '/ � Avff AV" tool /rnle►►1 �t East j LONGITUDINAL SECTION ABUTMENTS P;: �*BUTYL M EM BRAN E I Si0¢ wa!k n it • ,. �� nlolrs C�tl r%S.i b �dah `y — (gyp for 4- a bear �' &adeh R � 't rP• 1 � Ablk : A1'Jv*ltsG s�iM✓ ar�d D SPLICE DETAIL 4' Mvi• /It 9 r L;ese�►n 4' • • fft Ar/a/b ii7 -RoA 50W &LW • • • • • • • • • • to of go of 0 go a go 4 .. .. 1 —._—. .-__. —.—..—..-�-i•�• ►•.►••• •••• •• �l ,••• ••••,•• ,•••• • • • ••• • •••'•ter ��•• •• •R �,i� ) idek: reW 1=6 ' K�3f Abv% i IKP. b A►'P. w 40.. JR&O ,Mfg �� r i ,f `'� i�r''OJlse+���9=/� lorryx t I QAll. Teats • h II ' �,c3X� 1 I I t u U Set I ?, io _. t , �� w P e If(tlrY460`tarry�6067, AAvhxwlI •1'xJ'x�' r See p/afe details at abidmenfs Ae Teat AAM/ //Zd �A�gwv�d) it fi'�4 0if 1 W-/: l/1d Rep~) 46 jw* -00 or%@ r Lit irl�t}' DETAIL' tf xi - c�rrrlplr" AN HALE ROUND COVER /t iarple . * AA► Cmr f*w Ow Ca>'rlaer w 7422 / a i 7% 7 A========; %%%Va AM '.SAMb • off 't"kc: BOTTOM PAN or 6&W to sabomflo. a � i ► i frf;�� Abc�naenf ,� �N I Y =-7 r---' W3°x,2--' �ATES ASSEMBLY DIAGRAM �E � rq z ABUTMENTS"�=c? C A BUILT s'Z �;f /1� t. TC AIO icale. E01STEOL "'_""' by, CITY OF AUBURN SCALE: O� o.... Iwo 9 RED FORD ENGINEERS '�.1" ST. �•E• As Shown ��,,,: _ � 23 Pat Nevins PE CONSULTING SNGINSSIRS )ON NO. Director of B.N.I. UN -BRIDGE 102.2 v 2-73 UAB NO. t& Date s„ Cu. AAn Public Works BELLEVUE MM11N0TON M ISCELLAN. DETAILS c-700-00 -� 8-1-10505) 7E STR2570.1 sM-10 • I I-,11j,I'I'•IIIIIIIf r I its `'I111`11111111111111111411111►1111111111111111111'11►111I'i►lift 11111I1I11'11�'11111'I►t1111'1111�11�.111111�1111111�11►1�11'1111111'11�1111'11►1111I�1�111 _ Q 5 1 7 8 s 10 11 12 01. OC " W LZ " sa 12 CZ a 1= O= it o1 LI of M CI ?I 11 OI 6 1 L 9 S op C 2 1 "s Q v a e.`it I I .RNow-- - t, I Btu t l W I DM ar• ¢ Beam G✓crp -- �-- - — -,-- - PARTIAL PLAN —�IbMI',4 • • .See balaii 16VOUt Jee aen fcr .SAscr/V TYPICAL PLAN &die )t=64r? b OP SECTION B-B 7j r (#a/) p i � To,o -Pooreo * a Toa o� � boom a /t Imp SECTION A -A /� /0ji,r) ABUTMENT PLATE 00) ¢ Pier item ¢ i4 ,$t J E. f1i'x1 •A1 — s fee__¢a�/gsl � La�arrl MI"«•e bb- Pat Nevins PE. Director of Public Works Ue%il jr " flop. o . DETAIL 'A' TAI My ,scale. uo scale. Ali A /J=7j•, �P SA* , ,,,,�, �,� MIDDLE WALKWAY PLATE LAYOU T * 1Z-G3 r�'P b rl.'P. �V / / A[rl� t r/Z� •_YP b /.'P. � sto/E• F. Get � 4 A�w 4 A0 M. � ebw 3 0 IKP. b fQP overay Cep J-0� ,IR'i. fe EDP • 0 �( b nleh�l Deist 4 (J� ,S�f�ef 9) j See J��eii 9. 1 .� E L�i�' eat F 3=0•+rcPbEQP. !o�01'4 lamOJ ' 4 �hlr t i9 ;S! E - --- ao Qelesl e C. r'See .Omi 9) SIDE WALKWAY PLATE LAYOUT ►Jo scare faoriejPOO �.Se�rt� — •�,. �t ,.r SI.P. t SECTION E-E SIDE WALKWAY PLATE TH .3=0OW.A/* 40.P. /.Selo l�o�/J !top SECTION F-F SIDE WALKWAY PLATE It NORTH %+sl+. .�. r d i if 'fa�aA'rlww�s � .,jj i • �Z L' _ Ux ,S�t Croy►. i v 1-4 43 I =4 MOWS.d • j DL 6'1 D • ti SECTION G-G t &M 6rmp MIDDLE WALKWAY PLATE WALKWAY PLATES fFri�jot Unit d ole s fat 4jvo er of &//J See t ii'v IYR /o /: P /Z= 7' Aw A7 0. P. � ,It�r Poole/?'!K • A'P k ICP ��Gng PA�n, .,thee f 9. , l � A��' Pates * be fdhlVdled ,6 r�rr>�iI fend BALLAST PLATE LAYOUT uo scare. �eAmb 6a&uJ Plele aid /nImr or file -Millar/ rV o/ ' r, • P/aies Wi1l1e #etch Med r7 ,sue aad cka(V ,S&paenl /o ,fife Owd Xro 00 /V/ Pow alAdment maw// unh/ ad l*wl apt dl rile. L3ALLAST PLATE Mr *mAw of Units See ,jw-#p fiies►i Jhee19. DETAIL " D" Ab Jeois. RED FORD ENGINEERS CONSULTING iNaimn s 1111ILLITUR NINOTON M SECTION C-C Ab .Scdk CITY OF AUBURN ST. %4% E. B.N.I. UNOE1MMfs-BIMOm *2.2 ELLAN. STEEL DETAI 4 S 7 • Y 10 11 12 K " M "" Si K is n is goof a LI M M to sr 11 04 6 0 L 9 6 1 t s / sm•+• WALS : As Shown Nelson )o0 Na C-740mO Z e DETAIL X ko %co e AN AS IL T\�,S`r'e,�T / E my DeeseIcalzf 6-72 men 10 6-72 of 23 _ -- owl 2 73 uAB r-4o. e-1-lo5(Is 72 $TR te70.1 SH-11 �nA,�l JHE 8• GuQrE „" �o Q �o TACK SE' N, M9 '&' C 'ZAC4 249 ♦ �0.36 OU40 NEW LIN : 7d0.+ Qt-n ^I.Tdn r.. r. �7 No. I Datc I By I QW. I Aw. I Rwasma 5I.04, :. TQANOMIS340N lovvtL . 11 PT 24r0♦67•6f(is) "CA 20' 10 35. cp 3s.'1'y 9� .be d f!� JE��Ee4 PT 24 G •72 ' 03 78 (Oa) _2��L �� •5� ',y �� PZ �r y to N� AMtNed by: Pot Ns rinr-*E . Director of Public Works �If DIMEN%IoNs WAV%L BEEN CMECKED IN PIE.LD. 2-3-72. RED FORD ENGINEERS CONSULTING ENGINEERS BELLEVUE WASHINGTON CITY OF AUBURN A ST. S.E. 6LN.1. UNBRIDGE 102.2 SHOOFLY LAYOUT I 144a 1ROH a10E `•5Er -4 ^,a-.0 SCAL[: i"- jOB NO. C-7150-CO -MALA. she" I I latysj-2 =7p UAB Na RE No. I Dace P �• Curve tARTw 2ETAiNcQ ` `% an ' II TR+►c"` � d6� � � �1 rl OL)T OVND I , 1 I J .... � St 11J �J NEW 57RxTvRE� W 'T CL 2 O By I Ckd. I Ao,.. M i ,b 1 tr N r -- i � 1 CONSTQUCTIJIJ T EASE WENT `SEE NOTE 1 C6 A / Sao•�.r,s,,� 07' YB 6s•o1 j �N UN OUT&QUNp ®IN TYPE - �- _-- --_. �' C•ultyt Z-1 CuRV[ 0-1 / ' PiaO -'MMQ ¢Ei RET. WALL CLVC. A• so ZS' 13a s 12+ 00' OOa tGiC >Sr►�Di�, - C•�A2, l ! D. I& D - 10' D 1 -- R ` 673•49 Q • 573•G9 it 94.72 _ I 1 Top o 't 42. 23 T . Coo - 30 WILL L • 64•TO L s I?O' �14 S•G V Z II MN �� N D a ik o ,�9 IC 7s•Zs �p n LO EA¢ra ¢ct� «ce_ 00 E FlY I P M 1 1 Q'aFty S �' U NBCUIyp TAQ "' + � CKI Ck h e•?5 13" TO YA►KIM - I J 'ti 8 PT 8 / s �• •� ♦ �1 \ ♦ 240♦ 14.42 �Ob� �`_ '� E os :39+�5•�3 Y C3 ^ r IJ • Z7'OO E P. SST .w FIELD O — 5TA. 238.7t 95 7+ 63. 70 "A" ST, '� Y ---� � � a oc 2384 34.42 =(.+oa00 it 2R ♦ N^ "LET ErisT. TACK ♦40 + MM � 0 a EXISTING TOE e7T. T N O F, cl O �9 6'aO W o 11= N O�3 seat: t / r to -O • Revision ApprowW ►ps we Teacti _-&L:, :?• i t _ ?•'J 1 "' I �loo& _ 2�1 • Sig IV, 1w G 1z I lyw►w Iww 4'_ Q• \ Woo SA m%m4 ST E►�bnw cM[NT I ;AL SHOOFLY CROSS SECTION ►40 SCALE I:" MIA • ( -- 1 1614•86 iE 74•VG !n1 t N V V ~ y► � G T,O. � < TwItOw cRONA Lim, •O M&A JI pI Z�7*3� 61! vim of FILL Or Imsco TkAak I%w ar.L- Oumo 5"wy �EXISTIN6�95 NOTES. 'Tap OM ZSTAINEQ 1• CONTRAwroR 5WALL 6uILD SWOOCL`f 'L*,A&ANKMENT AND EL• 525 t RILLATED WORKS US104G TMIE ARE& THAT LJILS SOUTH C.9 /000TW E ZA"ME INT LINK ONLY. \1► 24� Ca STA G+36 85 Pat Nevins P E. Director of Public Works ApposEGx. CWISTINCs � GR;puwD La�1[ I f E�RT�+ SCETAI►�K i I I 4�4-5 •A S ♦. / SECTION A -A frN �.dIC � Nar/r. t �•s/b-D r I REDFGRD ENGINEERS CONSULTING ENGINEERS BELLEVUE WA=NINOTON •,,11I�111�I�I��llllll lrl�l lltl111'I�ItoI/16#4161611011I/'1pfoist IIIIIII 9 3 t i .09 70 - CITY OF AUBURN A ST. S.E. B. N . I. UN DERPASS-M DCE 1022 SHOOFLY LAYOUT 2 1111I/I/I/'II/I�I/�/11I�I• SURLiNGTON WORTMIRM WILL SUPPLY, INSTALL AND RlMOV! ALL TRACK TIES A MAILS) ALL TOP DsLLAST To sMOOCLY (sm "TYPICAL Smoo1:Lf X SC410N AWVE) AND PILEp TIMgEq S400* I6'f TIX&SM-E CGMPLETIIE- CONTRAcTOq 'bl►ALL COORIMATK w" SHi 04JRI14ry t314i'fS COH&I RUCT ION . SCALE: As Shown JOB NO. C-71S0-00 o Q a �r.r �� "on 12 9_.7.PUAB NO. N LN w 1 �►KJ .ira e • 04 ftl i0 ",v S f i I I 'fb5. 10 A f1 JE I 6 ►04000 PLAN �b Z41 #dl J/ ad m AddemO 66vs 47WWd . b E •�Ofi� ,lq G�ttz✓ie �dlry G+ ft- 89 M o� - t .,firof/y /. �1&�dd�o Ll�rivi�s . aff4W XAM l 9.89 S 66.49 10, Vp.47 7 LL9 eI 47 d9. J9 patoa nd .S 4w# pow /nGGw/U -✓ 40/4f w 4'0" a'o• MUD �. 0"G" Z=6• -we �� .r � (�4jfw* 6-6r �'• lr dW 1— —}- -� — i?x A • 1 I I 1 1 w ( I I I I ' ' L -i l-ri l.�rJ l-.0 l_.J l.w! l +J l..rl DOUBLE BENT ELEVATION 4" I amr **)•x4 ;tilnoe%: ,k•My Afx3/-o'ff J L-_ L�Am l 6 IN of ANGLE DETAI L �►� 1 i� � lean �a .larirr •/�' o- BILL OF MATERIAL � _- -� .} n 14rA01 .5=0 * ,4r14r-V-0•4 fai jw >>.d �1t�► b�t�r — BENT �� Mi 19 ers a14 .3r zt�o• � _ AWU - too /Z b_im I a X— 0' _ &A*4w _ �'� _ am — - -- -- aM0 t /llillM 3/ -,/' 4 �. Z4 3/ r error Ai A/ Mw "m IaM1Rt - --- - fit. -errs sewer aAieow►lwr - *4 t 4 Yrd tL • - o *0 te- kr ors sA I I JWW AMW AM*8A r - Ali ore �� F. 1MI! ffffin T= MR250� , i _ mm M�� ��mm Mric AONb IN .io�a, .�w10t elt• wr A11:�>rrw,a llr di/d�JiM er a..rnly r ew . rl► AWANOW 1 1 1 1 1 Md d •A6-11�'�.� •, I - - ,� o i,,- Za u. 3.�/s.o /3n0 13-17'SI NGLE 8ENT Y a -0 ww -- � ,Slrtol� Ae�/ F Y TRESTLE STRINGER LAYOUT /9 rIf Y'0 ~ Xe 131 V7 40k A// bents are rook9l *.1�he Q .S f� • - - _ - - - - - - - ?- l rbx l6=0' - - - - - - - ► -,1 r � r - - a � - - - - �- I -9r� Id 'O' II,i�ER• All ��' s'�wGr q�dn �t�t �nf! 011plb' /7al/I�►�M ri►gr�l1�► 6�'i1� A�Pf A 1 • dip � � �-�'f Tim f37� *v0lrelAer Glelrllr Aiidp i7 ni.0 ' J/1 t4.56 , _ _ 3./' /30 /JL/Z 19=0" l9' 0• - GaP�'�'.ia/ �PfA At' cis .11Wat�O�Mdt l�lr�.>w1/arAw�einlnr w� Gam►/7d�►�I�rler✓ c" v ; I q ,*fl h-T" Q .� - - -- — - - - - - for AW*W bovm& AID A.l f.A. iVa4W Avdw mvY #e AmW cpelr* b eMrt4 a Ws*V m /o gt i%`, a �I a hlt bhrilMlfel4,aAb��r alleod Ce�,1 Ably r sMM41�/ At r1•s�d IAre e/�1r alaai'ets * �, , _ �, �, .� �, � * , , a � � END BENT � BU BULKHEAD E AD '��""'''�"' � if)\ Q \ Q \ I ^ :1-0• b 8'k /hneedAr+�Ar,Artel,�a!wislsld slty 91M �1e 4pwt/ Alas e�dcob �lelole,n jelthb v Q a ^> b K� 07•., , ^, ... �, rn �, h�1Aer,l�/At .�1t1sldAe! rwh o�auaAlie 1►A1111II J10i/t1l�d, A►1 J1MAtOrr/ �O t.�11A0w�I a/ ,'� ; e �if0/e did, j us! /enp//�s of del�m� d�slence d' /5 Ti�,�de� P/e fiwn E DrA*e ao 09W A6*5 d�AW n Ae�l4d fi r .ills/ At p�esSrre ��IsIA�d wry► /inl/ alrlslolAr- Ary AaNa fber,�► i .4"Ay &ri/ In vicin/;* of 6vlh Aevilws. I/04 sr Jot 4"v d # rj� COO eMMr„r w► A00 AW&W 9W.. i ! v a� [/A? �11lAlT �%V ittm, * opow r awof A19ow!)w w a AV 40wom o7piiii.Vs AM Sow am *W etW Of Ad bid• Agoltip JMJ* of &xoe p1" liter ► &Vt* 7 im 3 0AAER141: f4ae 1*1e, u�n�e►�l A5,r# 475, %'4 7� iftnes a�w�lr� laolr, �r / p v ii 0 f"t /1 •-.Vf V I Cf I/�ltrI Y Ti kA O.00P YM=C',TI C 1"P1►A O� ♦-T6 Awits-ctrf /�w AcSO A 3f ■ ■ V - 1 i ,J PVVr"-1 ... V`A • .<L. / „r w.•r .L ` ///��-4w.i1 AJI���/V ��, �fVJ `l►\ ' 70 bE SUPPLIIED INSTALLED AND ow rp w •i REMOVED >aY. S. N . I • s F-E N oT E 2 sN . i z 6.Ak! b . * , , n�1wr/ten 4 ia� `�I 4 /.tf -0" -/ l Now ' s7 :Z Q •�lt* /chs snow are a7 ,Shwf/ dyW aye �rred Z0 u•-£Mht !d gk �P fi �� � b✓ong 4 artLacvnd •...�. �4 +'; .wry ELEVATION ftn UILT �tQ,00 9 ' _ 4"owW by CITY OF AUBURN '�"" + �' ''� � a«. 14 REDFORD ENGINEERS ST. ��. As Shown 23 Pat Nevtns PE CONIULTINO 19NOINSERS 108110. `0 2-73 UAB NO. Director of RNA. UNLWJi�4�-eR10QE 102.2 srsT.e w Dace �, Clv. Ate.. a..N». Public works BILL[rU[ w►etMl�aTor SHOOFLY DETAILS C-T1d400 _ g-1-105(13) 72 VTR 2570.1 SH-IS ' �Il'lll�,l,•Illll�ll ^ IIIIII�IIIiIIIIltllll�I111'Itl�it11111I1t�iItlllllii111�1�I111I1t1I�'II�I�tIIil�Illll�ll,111�111`1I�111�1,I�I�I�III�l�llllllllll�llllllllllllllllllll i I I I,. a 5 7 a 9 to II I? Of t2 U tt W to K CZ U 19 03 N 0 Al N 1/ it 31 11 W 4 0 L 9 S 0, C 2 1"'� MARK A 6 1 C D E F G H J K 0 R SHAPE LOCATION I + T +- -- ♦ ♦ - !_ _ tl - r ✓ _ i - �� _ ✓ _ 1,4 -- . t ♦ r t ♦ I1v - Mr Fir t ; i �1. ..., ' rQ" fa ✓d0.C1 ., tQ��,ti _ o .z • � , cock %o '� ---- - --}- t -- ... %,,:. C. c.a ! I I IfGO• `o 'tom /tip i ca,� �,t/ '.: � , � •` - - .3- 4: p • i I I —� ;�40u �. too 70,0 T, Olt? -3N'NVw b 9: rt. ,� b ,$,. Q,•�- 8t-n t" i c7�4e G Z 'Q' _ G•'` .:•G ------ j%1i. GI/g/ c0.+ 7pr7 52� CA ; 5 5 ?-6 :-.11//=6, O- ?- I !C___�t!'u -4- dh 5P35N' /2 b bib" 17 '=3' S -3 AV.. wa// Foo t to 8Gw1r• vdF cs /;/ Iy�/,�y • i I I I i TAirS, i I i lli T I i Appra,ved by: Pat Nevins PE. Director of Public Works .., .,'�w;•!•�,�"sess©se ©s©ASS 150 / A' %a 5 /6 =e" 5f.. 5034, 3p 5 n' 7i' /7 6,hJfV oQ 6 /3' 71" 1Sodw /4 5 3L / 7�-- 3 .`6 -o 15/0 / 5 ;6'-6" / 7 3 Z6 - 4'6" I 1613 1616 i3 5 5 a" / 7 i kv/ ~' t ,40u-�,v'e�t S-tm vSO/ti 9 5 Le^4f v �,e> !i� ?0�=6" o /5.4" Sti /= 6" • „,. 47/. Err •` .. I-- i ,,5 4i0,0 VSG16s 4 5 L¢�q> v I t 5 � 9-//" I /9 2-5' 716N .•i .I.r . 5 /9 0 ^/=65:' �=3 :Uk /1' �9e=//" n10 elis 0�/ -- Wb�9 /� 6 L e nq I va eS %as fro 0 57"="6?f i t— Wfao9N // 6 Le�rjf v /i¢5 fio =//� fo7+./Ot" $fi. W5/oil ?2 5 9 = • ��r � 10 1 1_ R.EDFORD ENGINEER.' CONSULTING ENGINEERS BELLEVUE IIIIIIIIIIIIIN II i I .. , I I I WASHINGTON NOTES 1. STR = Straight bar. 2. Sending details and notes are as outlined in the "Manual of Standard Practice for Detailing Reinforced Concrete Structures ( A.C.I. 315-57 ) as issued by the American Concrete Institute. 3. No allowance for bend curvature has been made except for standard hook and radii in excess of some. Allowance for bar extension due to bending (creep) shall be made by fabricator. Weight for payment shall be as Mown based on the dimension given in the column headed *LENGTH". 4. AN steel to be deformed billet - steel bars for concrete reinforcement conforming to ASTM A615-68 grade 40 unless otherwise EG noted. 5. Total weigM reinforcing 0" this sheet CITY OF AUBURN S.E. B.N 1 UN DERR4SS-MIDGE 102.2 REINFORCING BAR LIS" illililil'�iiitlli^�IIIIi ill it �It dill..11illlll'�Illl�lllilllllllll lilili;illllt1111�1111;1�1;ijili� I I I; I I I I'I t l l 1 1 1 1 1 1 1 1 1 1 1! t l 1 1 1�1 I I i I 9 IO tl I? ILTksLif SCALE: Q/l` Draw by: Date SAett 15 NONE 'p R.G. 6-72 Clacked by —23— M.G.A. 6 72 O1 JOB NO. A� ed b Le o 2-73 UAF Nit. L- '15C-00 2-7.3 Tz STR z570.1 3tn-19 uf. 62 92 L2 92 S2 ►2 EZ 22 12 02 61 91 11 91 Ilnnluulunluullr,Ilunlnnllnllnultlnlnuhnlhudnuluullulll+nl;ullnulnnilnAn111nnlnn�ullhulllnlfnnll Vi EI 21 11 01 6 o L 9 S ► E Z nllnllulllunl111111 nulullNnln1111111n11hIII ulluullnllnrinnlnnhmllnl�In�nllba11tt11tulluniu(d�ud�u• "I' 'I' '.I'►'''►'I'►'r►1'►''►�I'I' Jeff t'I' III 'I'I'IIto I'IIII I'i'I'�'I'1'►'1'I'1�1'��I�1 � ` S III'''IIIIIIIIIII'I'III'I'I'I'I'I'I'I'I'I'I'I'I'I'I'''I'I'I'IIIIIIIIIIIIIIIIIIIII'1'1'►'1'1' 7 8 9 10 11 12 ' IIoff-It Jill 1t n1►I'1►l 11'I'I11►111'1'1'1►►1��►11�►1►I�1���1►I�1II$loli1�1�1�'►1►� 4 S I'1► '1' ►1►1'1'I'1► ►1►'1'1►1'I►1►()'1►'lliJill I'111'111411111'I1111'1'''I'I �. 7 e f 10 11 I? 1am&m � � 1 'nI � N 000 21' 00- W. _ d ct� r IV n `9 N I Q'4* 0 - -- - - G-� 24.- 01 �- Ldwvc,tra1iaAVrs Form P4stoining w�1 FT I Under f T lta 1 ♦ + + It t-Rrjbinirlg WbI1Pq' Section ; ♦ + Form Reftning Wall Ftg• Under Exist Pia' As shown I SWGfgft 1t 1 Iltbino, ft Wall As r Section A -A On If. N. 010 PLAN 45cok-l¢ -, W w 0-G WEST MON- Sea,A& : k+ . 17 r t � • + t f �� Existloq Pier �- On Plles ' t � + t f ♦i r r r 4 A TywcolAt Us" Fw ings r2¢t�; � rjq `it/all F Typi tcil S¢ct� o+� e - d' ILA a � -- -- -- - _ +� I ----- ----- - -� ---- - - _ - -TyP► c-cz) 5¢ctiov� tom. I Dem 1 4 1 Ckr. I Awe- I ■mi.w.., Arro►ed by: r Pot Nevins RE. Dios~ at P1lrlie Works REDFORD ENGINE CONSULTING ENOINEEIRS BELLEVUE WASNINOTON CITY OF At HN IRN `w ST. . aN.1. -iIIIIIIgOK ioa.2 P brat 00 7-d D �e 0 co 2 ." O 1 5&-o- ' rz WM L f-(r M fiont 4 Or In &xk / does M Ha h goo Onarns / co !K i SrdW Key Is 6' . LL sot . r- bars Pox c" \ f'"S Q-04 (Cont) Splice Min. T-0' w�1a." MwLv"% M wwo L - M, r►s. T i v-5, Fvwovt M is . S I" DacK RETAINING WALL SECTION 6 - 8 NOTE3 Concre*e In Palainino walls E Stair's toe C%&- Yds. Reir%reinq Bars Ibd. Con"% SWI Do Coss-g- Mix &r* ill Vafvw i Above The Hal Of WWI Shall Be Free Draining C4wwlor Maierial Conhu:br SWI Ndxni! MO A r i nt P" Drwmjs E Bar Bending 5dwdule Betbre Begmr q9 Construct ion O7-D40.440ts. i-iekq"t fo.Vc/ail rsTdolt Sri Iej SCALE: A• shww )Os NO. S °� br. Dow son 18 uAe NQ 7 TrelodS GD I'- 6" • 10'•6" 82,.af, . 4 b- —r— 4'•6" 7 TreodsdD 1'-60010'-6" 0 114 as 4 ' - C�sloiI Q ro Pipe Railing Grouted In 3W Oarneter N SO -Deep -.Holes C C � DE TAIL 'A" Scale We I' -O- N o� v B C Bar M Bar Ft +�4 Bar0�4 Bar P-•4 Bar 1► 4 Size b lie -7" I'-O" •5 12' Zia 0 6'-a" 4'- IN 23'-ff F74-Z" a-11- *4 15 2.1cy 8- 5-5 3-J0 9"' !4 18' 2°10' d' 4'-10" 3'-4" 23'-'•d-7" *4 18' 2-10• 0- 4'-3' 2-11"23'-e' -d' O'-6" 04 le" Z 10- 2- 2'-6- 23'- e" i P_ Scala Y40• I'-0A ELEVATION Scale Y47% I'-O" Step kl ;r I I T 2- ! 3 Cont. SECTION C•C Scale VzN- I'•o" Y OI' bons M Opp 7'.C• R•.A" 4" ELEVATION B• B Scale Y4'• l'-o" *4 Add i tiono 5eparalt Existing Fbovof Ing From Retalnir� Wd'I 9y Two Or FWt ; On All Sur c ss '1� 10�I Exrsttn9 Footing 1 On Piles i . plaw I" 3%mfoam Between • . Existing PPiiles E Retaining M11 I S ECTION A• A cshoet im MWENEW Scale 1/270 i•O' (Typical At Existing Footings) WALL FACE TREATMENT stole V'2' • 1'-00 AL � 11111111111111km •�■ 72 11970.1 sM-to ; + o 39 3+00 (28' RT) LCAER EXIST 6" WATER May N — - - M IN -- w 3�5 5+10 TC 9+95 CONST RAISED • •^ CHAN EL I ZAT I ON AS +1. - • - -- _.. _ _ _ -0- 36l TAPER EDGE OF ASP'H CC'r P'VMtT TO EDGE OF 2 ---- . EXIST ROACMAY AS SHCNN I S •99. a t �►• • 3T I MSTALL. TRAFF I C BUTTONS AT 10 CENTERS ' 0+".00t (. T►1 ST. AS DIRECTED. s 2. 4- A i NE • � 1 +00 a (Dr►, sT VV lT ...� SEPARATOR PIT rIT s , (IJ 2.42(31' LT) AOJ Mi TO GRADE. (OM CI TO PROPOlEO Ott N rjt oc 0 CQKT 04L WA1)1am PIT. COMB m T0%t+K �+ 32' LT) AOJ MH TO GRADE . CONNECT TO MH AT �x ---x v 1�i'I!It ti"x 2i• �.OMC PIPE. lt,U4 !X tiT• j a AT 1S IO(WLT) pig 2t"x ♦0' WC- jt ►33#19(33' RT) WITH 2 I "x 65' CONC PIPE. PLUG EXIST O - iOMN(iCi tam T4 1 Ir ♦ % � � �jff , M-1*T*_. — ft. CONNECTIONS TO NORTH 3 SOUTH. TWO NIM TO 8E RK : OCATEv BY OTHERS. ~ 440 2+70(LT) REMOVE EXIST OIL !./A//7 Qr Sq' ErllfiL/ NT T Lx x q d IL SEPARATOR PIT. E 1 YP) TOP or ryp) 4 _- -- -- -- ,g - Oil rob. ►N ---x -- —�--x • W N ` -- UA LOCJ�A(0• 21 EC4, i'v ^ ON CONST � _! • • � s 0 O.[. N•70 � — N► IO�.�_ -- -- — - w - N TEL. CUG1' IS A O SEC ION L.IIJE ::, Sw� • • • • - T. lip ok mo� Cr. E. 7ii.'NO. 4rt 0 b 1 a W W 5 Doc ) T a CASE � _ — - • 0 c a low� E��^ �E� Z I T/ J 6� 3+ t 0 (33' RT) CO18 I •5 MH . CONNECT TO 14}I x 1 i N 2 1 _ -- - - - - _ _ ' ' I 13 QI — —�_-- �: s I I— x C �" AT 5+76(47' RT) I TH'ZI "x T I ' CONC PIPE. �, � I I _16 r IL I I.E. 00. 23 -TOE_ 1- 7� 3+30.5(LT) TYPE C O/W 25' WIDE RECONST ♦ 32.60 (L2' LT) r Of Flu A'P tc.s RT. Q A X . 4 + CQNST SJBDRA I N SERVICE PIT . AT a 5�43.0°i -� GRAVEL OR I VE f ;S' LT . �� !� • �,•20 TO 6+60(LI INSTALL 14q` OF 8" PERFORA E �iF` t AF F ►.c ` T�,E �� ,I ! CONFORM R e 0 ..8 2 2 r 1 OF 6" PERFORATED DRAIN I N P 1 PE BEH I BETA I N I NG CONNECT •► \ TO 5U IT' O SE AOANDGWED - - 1. E. 79 33 AND REit/OVED T� �` 8� 3+45.5( CONST TYPE O/W 12' WI CONST LINE I T • .43' A ' �% �'" �TOp�CO T TO AINt SERVE PIT AT 6+ 3fl LT) FE._ _ J~ �� + FILL U ASPH CRI TC 51' RT. W ;A I L• 9.(W9' 15 N.4+50(32'L TO 32'RT) INSTALL 64�' OF 21 +90 TO 3+10(6' T) INSTALL TRAFFIC BUTT t \� Z6 5+90 (25.3 LT) TYPE 4 INLET. CONNECT 6+60(30' LT) CONST SUBM I N SERVICE PIT. T T I -� `I I I/fI� I �" ' 6" DRAIN P PE . CONNECT TO 8" O +60 TO 5* 10 ! ALL TRAM ! euTTONs As D! TO CB AT ' " - CO�M'IEC o 9� RELOCATE x 300 HATER MA 1 N AS SEE SECS •' , 6+00 RT) WITH TH Box 46 CON(' PIPE . SI�iA i N SERVICE PIT AT 6+60(E) w I TH 8"x 3D t PERFORAT6, �- I ORAT GRAIN (4). I 0 4.00 (26.8' LT) CONST TYPE I C8 . CONNECT TO ! a (~/) i I T 22 +76 (4T' RT) T TYPE 1-5 CONNECT TO AT 7+23 �2J 6+00 (25.3' RT) CONST TYPE 4 1 NL ET . CONNECT TO DRAIN PIPE. CB AT 4*00(22'RT) WITH 8"x 49' CONC PIPE. II '� 116 DRIVERTO 66' RT.I` C D/w I WIDE. RECONSi ASPH 53'RT) WITH 2 x 1471 CONC IPE. CB AT 6+00( 'RT) WITH 8"x 5' CONIC PIPE. 31 6+60(3fl'RT) CONST SUBORAIN SERVICE PIT. CONNECT TO ► ; v / ' n O SERVICE PIT AT 6+60 (E) WITH Sox 30, PERFORATED ORA I NSI PIBO RA�PE' HID I I 5+85(24 LT TO 24 RT) INSTAu 48 OF 6 PERF RATED, �28 6+00(20'RT) T TYPE 2 CS. CONFECT TO CB I� 4+(?0(26.8'RT) CONST TYPE I CB. CONNECT TO i �p �rI7 5+10(24'LT TG 2 'RT) INST SO' OF 6" PERFORATED CS AT 4+00(22'RT) WITH 8"x 5' COW PIPE. 1 �z I v DRAIN PIPE. CONNECT TO 8" PERFORATED DRAIN. AT 7+55(20' ) wlTH !2"x 155' CONE PIPE. ,I DRAIN PIPE. COf RFORATED DRAIN (E). , , 3�2 6+60(4) CONST SUBDRAIN SERVICE PIT. CONNECT TO SUMORAIN �� 5+84(34 LT) 8 6+05(43 RT) REMOVE Two EXIST NHS AND ® 4+70 TO 6+ (28'LT 6 RT) CONST RETAINING SERVICE PIT A7 7+10( )KITH 8"x 12 4+00(22'RT) CONST TYPE 2 CO. CONNECT TO C8 AT + 18 TEL. Ma & DUCTS 10 BE ADJ AND/OR RELOCATED BY OTHERS. ALL CONNECTING PIPE. WALL 3 STA Y. SEE DETAIL SHEET 18 d 19. 50 PERFORATED DRAIN PIPE. 6+00(2O'RT) WITH 12"x 200' CONIC PIPE. � � 19 5+20 TO 6.60(RT) INSTALL 140' OF 8" PERFORATED GRAIN 3© 6+85(33'LT TO 33'RT) INSTALL 66' OF 6" PERFORATED GRAIN 3 ACJ THREE WV BOXES TO GRADE . ! PIPE BEHIND RETA 1 N I NG WAL.L . CONECT TO SUBDRA I N 2�5 5+90(6' LT ) RQOVE CB PIPE. CONNECT TO 8" PERFORATED DRAIN ( ) JA 1 RE STATION r' ff I 1+32 LT 6th ST) I 1 24* LT) 1 3 1400 FIT) 1 4 1 6 42 LT 1 i 1 7MULT) I I 00 1 1 8 • 104111(LT) 1 i 9 11+ RT) I 1 10 2 0 NT)(3rd ST) I 1 COST SCHEDULE r Vi* PVC COMMI T o/ 3 =8 2 Py' " PVC CONOU I T w/ 3 -1 SEP.V I CE Z , SERVICE PIT AT 6+60(30'RT) - ! 2+50 TO 2+85(6'LT) AND 2+50 TO 3+60(6 W INSTALL EXTRUDED COW CURB. ----- -- ---- - Z00' V.C. LE - N In RREMARKS°A ' 4 N - oA6C!a%A D: 85 75 70 I) ROADWAY LUM 1 NA I RES SHALL BE NA LUCALOX , MEDIUM SEMI -CUTOFF TYPE 3 OR EQUAL 2) L0114 NA t RES ( EXCEPT 45 AND Z6) SHALL HAVE MI MtT 1MG kE I GHTS OF 35' W/ 6' MAST ARM. BASES TO BE CENTERED !9" BEHIND CURBS. 3) LUMINAIRES MUL94MO ON BRIDGE ABUTMENTS (45 AND 46) SHALL BE HOLOPHANE U-481 SERIES, 275 WATT WALL PACK, OR EQUAL. 4) CONDUIT SENDS SHALL HAVE I ' M 1141 M RADIUS MEASiFtEB TC I "R MGE. GE. sa.Oe I.E. eoi5 8 4 U --��,st Streit Profile, COWC. RETNAIING WALL.s— (LT. 11 R'T. ) ft 0. '3. � I I i U I t I ".�----1L----� ELEV. m m �s Cm CID - - — 3 -- - - -- - - --- - --- -- 4 - --- 2 5 6 --- -- -- - - _- Approved by 2 1 9-73 R J S' - �REYISEC NOTE 18 t PLOTTED EXIST. TEL. DUCTS - SEE ANEIOIw NO. t -- - — - Pat Nevirm P.E. 1 2 9 73 _ R J S * • ADD® NOTE 39 - SEE AN9M 10. 1 Director d No Date j By i Ckd. I APPr. I Revision Public Works RED FORD ENGINEERS CONSULTING ENGINEERS UELLEVUE WASHINGTON CITY OF AU BURN A ST S.E. 6TH ST. S.E. TO 3RD. ST S.E. STA. 1+00 TO STA. 7+00 1�1'��Ititl'''It1'It'rI'ItI'I'Itl�lt�'I'1tI'Itltitl'�'Itl'It'�1'I'1'�'1'I'I�Itltl�l��tl�i�i� 7 • • 10 11 12 is, x 15' l3R mt z PIER F+Ow mis AT 5,P88 (R'T) —15' A 15' BRIDGE PIER FOOTING AT 4+03. 7 (LT) 200' V.C. me In �D en _ ♦ N Ild 12,. SCALE Horiz.: I" = 2C Vert.. I "a 5' JOB NO. C- 7150-00 f T • 1•-13A71111111FJ9 • _Z, 75 N +� z ELEV. /N Drawn by Date Sheet 20 01BR. 11- r D.•i .•d by. o I 0 2-73 UAB NO. 2-73 6-4-105(13 ot 48 1 •mmao 70 do Coo (I) 7 + I 0 (4) CONST SUBORA t N SERVICE PIT. CONNECT T 7+23(53' RT) CONST TYPE I.5 MINI CONNECT TO 7+5 5(20' RT) CONST TYPE 2 C8 . CONNECT TO MINI AT 8+20 TO CB AT 7+55 (20' RT) WITH 8" x 48' PEWORATEO EXIST 20" OUTFALL PIPE (20' RT) w I TH 15"x 5 5' CONIC P 1 PE . CONST 6"x 16' DRAIN PIPE. INSTALL 6" PERF PIPE TUBS 34'L7 - PERFORATED GRAIN STUB TO (NEST. RT. 4� 7+35(34'L T 4'RT). INSTALL 68' OF 6" i +22(38'RT) REMOVE EXIST MINI AND CTING PIPi PERFORAT N LINE. CONNECT TO 8" (� 7+54(25.30LT) CONST TYPE I CO. CONB:CT TO C8 AT ' PERFORATED IN LINE (t). > 7 7 I- 7+80( 'LT) WITH 8"x 30' CONC PIPE. CONST 6"x 20' P'ERF ATED DRAIN STUB TO EAST. - - - - --�--� - ----- - - --� ��T or 7 +J6 (25.3' RT) CONST TYPE I C . CONNECT � lop CW_ 0� Eg16 „ J TO G8 AT 7+55 (20' RT) WITH 80 5' CONC PIPE. `8 7+64 (� 7' RT) REMOVE EXIST C8 . ryp 41 —rp)9+10440 LTA (D9 7+68( 'LT) REMOVE EXIST CO. _J L1 - '� _rr CENTS , lQ ♦ '.i6f + w.:+ wax x �i a PIER ice; '� o IG '� M , i �- - --A tit , T MMEME �w■eMIN IAM�� �� 0-4141 1 A a,�♦lot- ELI _ I� 10 7 7'LT) CONST TYPE I CB. CONNECT TO MN AT ' 20' T WITH 8"x �g NIC ' COPIPE. INSTALL 6"1 PERM I STUBS 34' LT & RT II I) t I SUBORA I N SERV t CE PIT. CONNECT Z I AT 8+20(20' RT) WITH 8"x 26' PERFORATEC ! �I It 1 DRAIN INSTALL 6" E'ERF P I PE 34' LT '1J W' W I , WI II 12 8+ 13( ' RT) REMOVE MN . I - -- n I —� A = I• K �" ( '^ 1 c �3' 8+ 15(57' RT) CONST TYPE II I • la.oa N ON EXIST 12" DRAIN LINE.2 CB r T IRS 13. S4+ r I I� � �' 4 !I I RAS L = 24.0"CT TO 3' �; ♦ a E � P� STAEN%0 12"x 36' CONIC PIPE I P IU N b 8+20(20' RT) CONST TYPE F5 MH {I CONNECT TO PUMP STATION AT -'• •..�� �- J c� , I 1 d 8+38 (32' RT) WITH 18"x 17' -" 31 d I CONC P I PE . 0 us( I 1-T - T— • 95.17 O I —rk w04TRUCTW1101 !G� �15..07o-1—_T — L _ -- - — - I r —1J 12+ii41011 1W ST. att �Z 0 Z j s12♦i�. L►NE = 3+00 a/W ST. 13 SLIME (ALSO SECTION LINE) I .I _2 ­01-- w - g Q [w/s:. C.wY�j • � I ,~►, � 2 i v..aRi7 + .05 sla0 t2.4Q' sT^- ift - G i 4j 9+50 (26 4 RT) COPIST TYPE I Co. CONFECT TO. Fr% a = l06• a' 24" M' �j '� ` It7+ 50 , cf.� � TO SUIT 15 ACJ F'OU�' WV ICES TC GRADE . p 3 C8 AT 9+5A(2 i ' RT) R 1 T1 81,41 CONIC PIPE • . EtvD TAMER R= II3.00' I.E. G4 IJ' 8+i8!i2�AT) >titfNST PIMP STATION DEtAIL S ET ;22 9*50(25.0'LT) CONST TYPE I CB. CONNECT �, � T* I1�0� !i a2'�� �% � / �36' 11+20 TO 12+00 (3.5' LT) 3 11+60 _ ' TO CB AT 9+50(21 ' RT) PITH 8"x 46' CONIC PIPE. ���, L = 2r 6d + li �,, TO 12+00 (8 5' RT) INSTALL EXTRIJCEC 7' 8 +31 1"+90tj CONST ROCKERY II CONK CAP i RA I L I x,, (.J 10+55(t) CONST SUBDRA I N SERV I CE P I T . 31 11 +77(LT) CONST TYPE C D/W 30' w 1 DE . RECONST a �p CONIC Cog j i 9•50(21 ' R T) COdST TYPE 2 CB . CONNECT TO CB CONNECT TO sueDRA I N SERVICE PIT AT 8 +O5(E) ASPH DRIVE TO 36 LT . I / 8+30 110 0+30.IAT 25' INTERVALS( 'LT TO 34'RT 39 " WITH 8"x 250' PERFORATED DRAIN PIPE. INSTALL � 4 /! 4/ 37 11+35 TO 11+55 (8 51RT) INSTALL 1 AT 8•�(Za RT) WITH I2 x I30 CONIC PIPE. 6" PERFORATED DRAIN PIPE STUBS 30' LT 3 30' RT. (�2) 7+16 TO 7+%(E) CONST CONIC MEDIAN BARRIER. !i A a �` 5 TRAFFIC BUTTONS. I NST i VE '+e"II 68 PERFORATED � N °PIPES . , ' TOE OF F ILL —T L C 0 8 " PERFORATED DRAIN 41 NE (4) . I o 4 S*MXLT) =4T TYPE C OA 10' III11O E . NE i SEE SPECIFICATIONS & PLAN SHEET NO 1. ` = • 1 ' 1.7 ' 8 10+57 (LT) CONST TYPE C O/w 10' W;.IE . RECONIST f °� �� 13 R4 LOCA" � SIGNAL POLE d TRAFF I C // I ID 9+60 , 1 + MILT TC 35' R ) I NS� L T " � � ; E T' �� CONC DR I VE TO 46' LT. 33 REGRADE AND REPAVE PORT I ON OF PARK I NG LOT AS DIRECTED o ; �! CONTROLLER CABINET. SEE DETAIL 6 x 66. ED DRAIN PIPES . QT TO 8 - s 15 ET) ACJ Mt TO ARAW,, a• SHEET 23. PEW I LINE (t) -J (29) 10+96(281LT) REMOVE CO. PLUG PIPE ENDS. ® RELOCATE THRIEE PRIVATE LUMINAIRES 4' EAST OF EXISTING K-;, i0+14(RT) CONST TYPE C 0/W 30' WIDE. RECONST LOCATION. �/ /� 39` CONSTR F " 1107 i ^ F I A I R ' ® ASPH DRIVE TO 62' RT . 3•� I I +28 (LT) CONIST TYPE C D1w 30' w I DE . NU , + MA I N OUTFALL w/ 12 x 20 VE wM-40 OC TED AS REQU Ear i 730 SiDUCTILE IRON PIPE. CONNECT `J ADJ TO FINAL BY CON i ?ACTOR . rr u. NrtQ0b4 &-mlli %m RECONST ASPH DRIVE TO 36' LT. ® INSTALL EXTRUDEC CONC CURB I N PARKING LOT AS SHOWN . / /� %�' i EX i T MINI AT "C" ST SE . SEE SPECS -- RSQ'0 v�,a.ut b[OVT / Ex1�T 4 asa 1 -- pryer � 2�v C.-------- ---- ---_- _ - - - __ __ i 00( w ►v s =� 40 7+20' RT) TO I I +:0 (25' RT) LONER vu a .vsuc►o i iorr.�t Ma.IN 0t7f�,aT 8 c~j O EXIST 6" WATER MIA i N . j e.3aT•'c,c+.W.wA Eta " O g N OTC 41 9+50('S0'LT) REK�VE 200' vc.. I AT I ON AND REGRAOE LOT. cam. e� ►� HOJSE AND FOUND - PLAN SECTION "AA" •.0 a a a �� �� INSTALL TRAFFIC BUTTONS AS DI RECTO e•at. ><troM I►e1a{a 0 FORCE MA,1 N OUTLET +o Ilsoo� ' AT AU6L1iZIJ WAY 5. N — 85 CONC. MEDIAN SAP411iR — -� � 263r96 r ♦ 4 G.E. 79.13 PROPOSED G. E 78.21 G.E. 74.02 1 � o J►'r Iz•� g- 0.022Em I I I 15" 8 wo- OOi tar FOOTING FOR_._//' CENTER PIER ELEV. z --- 1 2-9 73 R J.S No Date By Ckdt oor. I IJ`. 49. 40 (12" ) In I.E.69.15 (15r) p � N ^i + �I 01 5 � o z i PLOTTED EXIST N111 ED TEN, tIICTS. SEE AtB kevision S:0 04 44 12N I . E wt. oo or) I . E 6&75 U5'} ( E.66-W (ter) -- Approved by Pat Nevins P.E. Director of Public Works BELLEVUE I.E.76.30 REDFORD ENGINEERS CONSULTING ENGINEERS WASHINGTON Cm � sg -- II CITY OF AUBURN 11 A" ST SLE. NTH ST S.E. TO 3RD. ST SI STA. 7+ 00 TO STA. 13 +00 PLAN & PROFILE 1 1111111�I�I�I'1�111'ICI'►'Illfl'1111Itlllllllll1111'111'I�I�I��IIII+1'11 I'Ia1�INI�l�1�1 I I I I I I I I I I I I I I I I I I I I I I I I I' I IIIIaIIIIIa I'I' I I I I 11111111 j I I I I I 1111111 a 11111111I11116111116111, ° 5 7 8 8 i0 II 12 Oft ss W Lz f¢ to 09 is ss Is ii eI LI of IN to III If of 6 0 a 9 S ► t t I m"' 43 8+85(40'RT) RELOCATE FIRE HTC 1 TYPE C AS O'RECTED C) EXIST TEN. DUCTS TO BE ADJ -- AND/OR RELC,",ATED BY OTHERS . 80 w w • � N 75 SCALE Honz. 1 "= 20' Vert. 1"= 5' JOB NO IC - 7150-00 VO ELEV. 13 Drawn by Dr r heet 21 arms, 1�72, by of v b 2-73 UAe NO.