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DOWELED CONTRACTION OR <br />VARIES CONSTRUCTION JOINT <br />SEE ENLARGED PLAN —PAVING PLAN <br />FOR LOCATIONS <br />CONSTRUCTION OR CONTRACTION <br />JOINT <br />8", 13", OR 15" PORTLAND CEMENT CONCRETE <br />6" CRUSHED AGGREGATE BASE COURSE FOR 13" AND 15" PCCP <br />11" CRUSHED AGGREGATE BASE COURSE FOR 8" PCCP <br />CONCRETE PAVEIIENT SECTION <br />SCALE: NONE <br />O OR O <br />25' <br />n4T Crr nf"l'A II <br />O OR O <br />NOTES: <X> <br />1. SEE SHEET C530 FOR JOINT TYPE ( ) FOR DETAILS. <br />2. SEE ENLARGED PLAN — PAVING PLANK SHEETS FOR LOCATIONS <br />453-371 C529 <br />O OR O <br />CONCRETE TRANSITION SECTION <br />SCALE: NONE C529 <br />O OR O <br />2 9 )y 8➢ H9 <br />NEW 15" PCCP —11 1 -0 /' C530 EXISTING" PCCP <br />CRUSHED AGGREGATE g" PCCP TO 15" PCCP TRANSITION <br />BASE COURSE <br />2 <br />NEW 15" <br />r7 PCCP C530 � EXISTING 11 OR 13" <br />�--/ PCCP <br />CRUSHED AGGREGATE 11 " OR 13" PCCP TO 15" PCCP TRANSITION <br />BASE COURSE --J <br />CONCRETE TRANSITION SECTION <br />SCALE: NONE <br />0 <br />SEE SCHEDULE FOR BAR <br />SIZE <br />AREA <br />PAVEMENT <br />REINFORCING <br />CLEARANCE "C" <br />DESIGNATION <br />THICKNESS (t) <br />RJ <br />8)) <br />#4 @ 12" E.W. TOP <br />2" <br />8 <br />RJ13 <br />13" <br />#4 ® 12" E.W. TOP & BOTTOM <br />21) <br />REINFORCED PANELS SCHEDULE <br />SCALE: NONE <br />EXISTING JOINT <br />FULL DEPTH SAW CUT <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />— <br />RECORD DRAWING <br />HNTB/HAE <br />HNTB/RHM <br />06.16.09 <br />A <br />777X STALL MODIFICATIONS — RECORD W4535737 <br />CEI <br />AH <br />08.30.18 <br />0w•'7►.' <br />FULL DEPTH SAWCUT <br />INT WITH <br />1S <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />HNTB/H <br />EMMETT <br />CHECKED <br />HNTB/A <br />NAPIER <br />ENGINEER <br />HNTB R <br />MILLAR <br />APPROVED BY <br />DEPT. <br />— <br />DATE <br />CHECKED <br />HNTB/W <br />DeBOER <br />APPROVED <br />HNTB/J GRANT <br />2" ACP <br />(SPEC SECTION 02743) <br />4" CRUSHED AGGREGATE BASE <br />COURSE <br />(SPEC SECTION 02724) <br />8" GRAVEL BASE <br />(WSDOT SPEC DIV 4 — GRAVEL <br />BASE, MATERIALS 9.03.10) <br />GEOTEXTILE FABRIC (SPEC SECTION 02300) <br />x \ /�� COMPACTED SUBGRADE <br />SPEC SECTION 02300) <br />ASPHALT ONCRETE <br />SHOULDER PAVING SECTION <br />SCALE: NONE <br />(4) <br />--I C529 <br />EN <br />_ #� <br />K M ifilml, P" <br />Rs�FMI <br />FACILITY DESIGN BY CEI <br />WIN M 1=111111 III <br />