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FI <br />REINFOI <br />� 3"x24 <br />FO <br />SEE <br />FOF <br />LU <br />e6 <br />z <br />w <br />0 <br />C) <br />C) <br />SEE CIVIL FOR GROUT INVERT <br />c PLACE GROUT BEFORE PLACING <br />BALLAST & PAVING <br />CD <br />f ELo 17.40' <br />E <br />1 <br />(e) #6 CONT <br />#6 @12 OC <br />#4 // V-0" HAIRPIN <br />THROUGH FRAME EYES <br />it 1 t i` /-, A r ) <br />21 ACP OVER PILE CAP <br />LENGTHENING, TYP <br />�6 DRILL IN <br />)OWEL BARS <br />#8 BARS, <br />CONT <br />4" ID UTILITY CONDUIT. <br />SEE S4.1--S4.4 FOR <br />LOCATIONS <br />9 <br />TRGNCt <br />SEE. <br />S8 <br />GROUT[ <br />INVERT <br />(E) DECK <br />PANEL <br />(3) <br />1. LOCATE EXISTING PILECAP REINF Wf <br />NON—DESTRUCTIVE TESTING METHOD <br />DRILLING. DO NOT CUT EXISTING RE <br />DOWEL P1 ,4CEMENT WITH CONDUITS <br />ELEVATION — PILE CAP STRENGTHENING (WHOLE BENTS <br />S4.1 —S4.3I SS,1 SCALE: 1 /2" = 1 ' —0 <br />ee DETAIL <br />S8.1 S8.<1 SCALE. 199 V-099 <br />NEENAH FOUNDRY <br />TRENCH DRAIN AS <br />TYPE A GRATE OF <br />EQUAL. <br />EL. 17.40' <br />TOP OF DECK <br />PANELS <br />16015th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />® <br />12/08/17 <br />SK <br />ISSUED FOR DID AND PERMIT. <br />NO. <br />DATE I <br />BY <br />REVISION <br />CL TRENCH <br />SECTION <br />SII.1 S8.1 SCALE: 1" = 1'-0" <br />NO. I DATE I BY <br />i vie �ryivv�.ai�✓�. <br />BEAM REINFORCEMENT, <br />SEE <br />S7.1 S1 1 .1 <br />'8 CONT OR <br />#8 COUPLED <br />'ILE <br />CAP STRENGTHENING <br />TARS, <br />TYP <br />#6 <br />DOWEL <br />BARS @ <br />10" <br />OC OR <br />EXISTING <br />#8 <br />DOWEL <br />BARS <br />6" ASPHALT <br />CONC PAVING <br />CLEAN & ROUGHEN <br />CONC SURFACE TO <br />1 /4" AMPLITUDE <br />10 1 /299 <br />TYP <br />#6 DOWEL BARS @ 10" <br />OC DRILL AND EPDXY, <br />SEE NOTE 1 <br />(3) #8 CONT <br />(2) #8 CONT <br />CRUSHED <br />ROCK BALLAST <br />2", 2.5" 0R q 99 <br />WATER OR <br />ELECTRICAL UTILITY <br />CONDUIT AT DENT <br />27. FOR DENTS <br />28-34 SEE <br />S8.1 S22. <br />DETAIL CAP srR_NcTiieNirtir; <br />C12, S5.1, S7.1, S8.1 SCALED 3/4" = 1 '-0" <br />S8.1, S10.1 <br />ROUGI <br />1 /4" AM I` <br />(5) EXISTING #8 BARS, <br />MECHANICALLY COUPLE TO <br />NEW #8 HEADED BARS <br />TRENCH <br />DRAIN SEE <br />ri _`� <br />S�TiS8.1 <br />ENGINEER: <br />E. <br />IPROJECT <br />A. BERGMAN <br />10 WA8 � <br />DESIGNED BY: <br />S . STO RY <br />DRAWN BY: <br />T. LEMONS <br />� <br />REVISION <br />ONAb� <br />0 <br />APPROVED BY: <br />— <br />S8.1 IS8.1 CL TRENCH <br />mi <br />(2) EXISTING #8 DOWEL <br />BARS AT 12" OC PROTECT <br />BARS IN PLACE, TYP <br />EXISTING <br />DECK PANEL <br />TRENCH DRAIN AT EXISTING PILE CAP <br />STRENGTHENING (BENT 28.>4. <br />S4.4I S8.1 SCALE: 1 /2" = 1 '-0- <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />CIP NO. <br />1-8-001 —06 <br />PROJECT <br />No, MT— T-2017-1 1 <br />SHEET NO. 76 OF 176 <br />