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BRIDGE DECK SOFFIT <br /> EL "E1" (SEE TABLE A) BRIDGE DECK SOFFIT <br /> PATH EL "E3" (SEE TABLE A) "J2" L I NE EL "E2" (SEE TABLE A) <br /> q � PATH EL "E4" (SEE TABLE A) <br /> Conc GUTTER EX. US 101 BRIDGE <br /> (SEE SHT NO. 32) <br /> ---- -- ---- —- -- EX. BRIDGE PIER <br /> EX. BRIDGE <br /> 4 - ----\\ • <br /> ABUTMENT <br /> — , 1' HIGH RAILING <br /> I <br /> i I - <br /> 2% � <br /> � , i _ MHHW=7.4 <br /> TIEBACK WALL -Jan-nan-nan-nan-n. a FG "---1,' i ... OG <br /> CREEK SIDE WALL <br /> —4] <br /> MICROPILE <br /> JOINT—USE PATH <br /> FOR SUBGRADE <br /> MICROPILE 6 STABILIZATION <br /> 3 SECTION. SEE DETAIL <br /> PATH SECTION <br /> 1. Path is recessed into existing grade to provide head room <br /> 2. Creek-side wall stays above normal high tide (MHHVV) <br /> 3. Drainage pipe under path stores runoff, releases at low tide <br /> ■ <br /> Redwood <br /> City,..Q. <br /> O <br />