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s< <br />m m II♦I <br />y n <br />E `Z <br />go <br />N m <br />O i�D CD <br />N <br />W ID e. <br />flN <br />.4 c 3 <br />A <br />N <br />D m m <br />C. <br />r: f <br />o <br />'WEE <br />8 <br />��wayWy <br />"3LLc3 <br />w <br />05 <br />w <br />200.00' <br />GRADING TRANSITION <br />7YP <br />---- 200.00' <br />$ <br />o r <br />m <br />EG AT GRAVEL BACKFILL <br />EG AT FACE OF WALL <br />ss 5 o <br />k' <br />s <br />198.00' <br />EG AT SPREADER BOARD <br />198.00, <br />$ <br />a N <br />P4 <br />P5 <br />P6 <br />P7 <br />P8 <br />P9 <br />III <br />Pit <br />P12 <br />III <br />0 <br />z < LL <br />196.00' <br />I96.DD' <br />m <br />Z <br />194.00' <br />_ ... <br />- <br />- - <br />P14 <br />P15 <br />--_ -. <br />P16 <br />Piz <br />P18 <br />P19 <br />I94.00' <br />o 5 <br />192.00'--- <br />Pi <br />P2_192.00' <br />M r <br />..-_ <br />190.00' <br />*--- `----� <br />_- -- <br />_- <br />-- -- <br />- <br />- __ _-... <br />--- <br />__ <br />__ <br />- - <br />- - <br />-- <br />- - - <br />-- <br />190.00, <br />o F-F <br />W <br />I <br />�y <br />1 1 <br />I <br />I <br />1 <br />I <br />I <br />1 <br />I <br />I <br />I <br />N t0 <br />I88.00' <br />186.00'I8600' <br />I <br />I <br />1 <br />1 <br />1 I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />J <br />K <br />184.00 <br />-------- <br />_.._.. <br />------- <br />--------.. <br />................ <br />------- <br />--------- <br />_......---.._. <br />------- <br />-----. <br />----........._ 184.00' <br />FG (BOTTOM OF EXPOSED WALL) <br />BOTTOM OF <br />182.00' <br />& TOP OF GRADE BOARD <br />EXPOSED WALL <br />182.00' <br />BOTTOM OF EXCAVATION <br />180,00, <br />AND LAGGING <br />180.00' <br />W Z <br />Z ao 5 <br />m rn <br />TOP PILE <br />x <br />BTM PILE <br />PILE LENGTH <br />o� 'S 3 <br />rn � N <br />PILE SIZE <br />C. SC� <br />AUGER SIZE <br />.� <br />`"�of WASN7N"I?� <br />i <br />PILE FINISH <br />- <br />SHORING ELEVATION <br />n <br />QP�FFS'Slo ,L <br />1 <br />SSIO G <br />TIMBER LAGGING SCHEDULE <br />H2• <br />SCALE3116"-P-0" <br />LAGGING <br />DESCRIPTION <br />PT DF#2 4x <br />w <br />U <br />z <br />W <br />//m <br />lJ J <br />W�/ r, <br />OL, ~ N <br />W <br />W <br />W p� <br />W � <br />J_ L o <br />N <br />W <br />S <br />L N W N <br />SCHEMATIC PLAN <br />SHORING <br />ELEVATION <br />DATE: JUNE 16, 2023 <br />PLAN NUMBER: <br />SH2.1 <br />P1 <br />P2 <br />P3 <br />P4 <br />P5 <br />P6 <br />P7 <br />P8 <br />P9 <br />P10 <br />P11 <br />P12 <br />P13 <br />P14 <br />P15 <br />Pi6 <br />P11 <br />P18 <br />P79 <br />192.00' <br />192.00 <br />194.Od <br />196.00 <br />196.00 <br />196.Od <br />196.00 <br />196.Od <br />196.00' <br />196.00' <br />196.00 <br />196.00' <br />196.00' <br />194.00' <br />194.00' <br />194.Od <br />194.00' <br />194.Od <br />194.00' <br />165.50' <br />165.50' <br />165.50' <br />165.50' <br />16750' <br />16750' <br />16750' <br />1675d <br />161.50' <br />i6Z50' <br />16750' <br />i6Z50' <br />165.50' <br />165.50' <br />165.50' <br />165.5d <br />165.50' <br />165.5d <br />165.50' <br />26.50' <br />26.50' <br />28.5d <br />30.50' <br />28.50' <br />28.5d <br />28.50' <br />28.50' <br />2B.50' <br />28.50' <br />28.50' <br />28.50' <br />30.50' <br />28.50' <br />28.50' <br />28.50' <br />28.50' <br />28.50' <br />28.50' <br />W1��26 <br />W0P <br />W720�26 <br />W1 �x43 <br />W1 �x34 <br />Wi �x34 <br />Wi �x34 <br />Wi �x34 <br />W1��34 <br />W7��34 <br />Wi �x34 <br />W1��34 <br />Wi �x43 <br />Wi �x34 <br />W1��34 <br />Wi �x34 <br />Wi �x34 <br />Wi �x34 <br />Wi �x34 <br />86 <br />TOP 8' PRIMED <br />