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(2) %z"l4x4" HDG LAG SCREW <br />WI ANGLED WASHER. <br />PLACED P/z" CLR <br />OF END AND CENTERED ON <br />SOLDIER PILE <br />LAGGING 5" APART <br />PER SCHEDULE <br />� pERp1AN <br />FILL WI GROUT <br />PER ELEVATION <br />21 BEARING MIN I - <br />CORNER DETAIL <br />SH3 SCALE 3/4" = P-O" <br />O U <br />SOLDIER PILE SHORING PROCEDURE <br />L ACCURATELYLOCATED PILE SHAFTS AS SPECIFIED. ALLOWABLE TOLERANCE SHALL BE <br />2" INANYDIRECTION. <br />2. DRILL SHAFT TO A MINIMUM 3" DEEPER THAN SPECIFIED SOLDIER PILE EMBEDMENT <br />DEPTH. PLACE SOLDIER PILE IN SHAFTAND BACK FILL WITH LEAN CONCRETE. <br />3. START EXCAVATION AND LAGGING IN LIFTS NOT GREATER THAN 4 FEET. CONRNUE <br />THIS PROCEDURE UNTIL THE FINISH EXCAVATION IS REACHED. <br />4. PRIMED FINISH TO EXTEND 24" BELOW BOTTOM OF EXCAVATION FENCE BYOWNER <br />PT 4X12 CAP WI 6" SOS AT 12" O.C. <br />FINISHED GRADE <br />0 <br />0 <br />h <br />BOTTOM OF <br />EXCAVATION <br />SLOPE PER PLAN <br />0 <br />W <br />0 <br />SOLDIER PILE <br />PER SCHEDULE <br />'ING <br />ILL <br />(:L) TYPICAL SECTION <br />SH3 SCALE 314" = 1'0" <br />o <br />(2)%"Ox4" HDG LAG SCREW <br />€ 3 w <br />EA LAGGING. PLACED 1Y2' CLR <br />o o 0 <br />OF END AND CENTERED ON <br />€ PILE & SHAFT LAGGING 5"APART <br />= - <br />o y <br />RED'D FOR TOP BOARD ONLY <br />w lsp <br />DRILLED SHAFT <br />y a a <br />E < BACKFILLED WITH <br />L3 w <br />l <br />CONCRETEISLURRY <br />0 o�ag <br />\ <br />m $o - <br />i <br />L <br />o <br />U <br />W <br />V <br />N <br />W <br />(O <br />a <br />� <br />g <br />� W <br />PT <br />NAGGINGMBER <br />--j.. DRAIN ROCK PER CIVIL <br />w � <br />.-f SOLDIER PILE <br />PER SCHEDULE <br />> <br />s oo >- <br />m <br />R M N 3 <br />I <br />i <br />C. SC <br />WASN, <br />GF <br />3 r 3� 3 <br />0F'PG�TURAL ENG���� <br />�SSIONAL <br />Io TYPICAL DETAIL <br />SH3 <br />SCALE 3/4" = P-0" <br />W <br />U <br />Z <br />W <br />TIMBERLAGGING <br />DESIGNED FOR ACTIVE + SEISMIC <br />35 PSF PRESSURE <br />1 <br />2 <br />V <br />W <br />�� o <br />w ip <br />W N <br />J w c <br />CC w <br />G N w N <br />SCHEMATIC PLAN <br />PASSIVEPRESSURE <br />- <br />ACTS OVERSTWICE <br />- <br />DETAILS <br />PILE WIDTH <br />DATE: JUNE 16, 2023 <br />PLAN NUMBER: <br />SH3 <br />_ <br />LOADING DIAGRAM <br />SCALE 314" = P-0" <br />