Loading...
HomeMy WebLinkAboutT-269291� C• � tX5Y. 'EYPINMfi WALL ENvi. WALL £XI'A43(CM1' i NPT --J -ZG JOI NY. SEE NOME a- T /^y f rl EX AN$I0N JCINi WJ 5f" IJF YO LINE UP W/ FXST. -P. XoA.VSIGN JOINT !'AlI OTES: �EXPAN5IDN JOINT r. CONCRETE SHALL BE CLA.6 4000, W/ N" P,IF (TYPJ 5. 5EL ➢RAWINGO ONO 0 -21 THROUGH ONO -0 -23 FOR 2. R£IN104CINU SHALL H£ STEEL REINFORCNF CANS, 51UN 89196E ST.CUCYUKAL DE +'AILS. NAVE 5D ANG CONFORMING TO ASTM AVIV (AALIHY0 M31) OR A5TH A700 T. 5FE'RAWINT 5NO -045 FOR ANCHOR VOLT DETA!LO. a PULE JUNCTION SCX 6 KEEN HORIZONTAL VAR5. 5. SEE 5ECTION E (PAVE NOUNI'ED Gtt SHAFT) OR DRAWM3 SN9 -0 -22 FOR BASE PLATT pETMV S. DESIGN -PANDER SHALL FIELD VERIFY LOCATION OF EXIVTIN3 l^IVJNNNNXNWI-I WALT EXPANSION JSWYS, `jY`l.y. TOP DO F AP..CECI VEGMENo WILL VARY Av TEW09iON ENT E SECTION "A" G OR SECTION `C' OC6'L 5. PROVIDE EXPANSION JOINTS ALONS THE TAPER VARRIER RAIL W?CM£NYTOF & SYACWG FOR THIS SEUIdEM1 AT EXISTING Y /ALL E %PANSIO.V JOWYS. WrtL uATLH THAT OF SECT ION "ft` ON 5.4➢ -0 -20. so ELEVATION $.GY z HRr9UE O YOST (aR J13M1 FORT O 1 O i-$EE NDYE B O 0 PLAN } SIGN POET POSY IY FN?, WALL A L ENPAN6IDN N�JS r JOIN -, SEE i NOC4 _ � 1 I f t UP. Jr, F co I MR MRNFfaER: xn y L�. t rF (1'. 1-4Db .BRAx 4`A�k.: - @ e s ... 1 -6 TO SR 189 sND -a -ts MK!- STAGE 2 - WIDENING a(R liRMC ,UEWHER m�DNpn i` Washington State Dapartrnant Transportation AND SR b1b INTERCHANGE IV10 RFI. -In. O. LALUNAN O.HENDEMON J. NEINCHELO PACNAOE: yCry® /JMlL CA [b of OnIn. AELEASEDFORCONSTRUY:TION-3D KCHANSAWAT O.HENDERBON J. REINCHELO F -3B 7624 SIGN BRIDGE S&4V (� A M. FNIAL OESIDX -]R KCXANSAWAT B. XENDERBOX dREINCHELH evee.w -n BARRIER FOUNDATION DETAILS IS OF 21 ax ¢ co I MR