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G� Const. �#FsSI <br /> M. <br /> No. 21256 <br /> 2 Temporary Crash Cushion D4L ° X97 <br /> N T I Temporary Railing (Type K) Sand Filled (Array "TJ") �T cm <br /> Refer to S. P. T3 for details. Refer to R.S.P. T2, for details. / FA` CAIIE�(� <br /> Concrete Barrier Rail Work <br /> 2❑ Minimum length of Temporary Railing (Type K) <br /> shall be the length of the Concrete Barrier TEMPORARY RAILING (TYPE K) <br /> as shown for each bridge. <br /> LAYOUT DETAIL <br /> 81 �. <br /> '7 1. <br /> Existing Conform <br /> Width <br /> (12' Minimum) <br /> 0.30' Asphalt Concrete over <br /> shaped and compacted native material. Place 62:5 L.F. Metal Beam Concrete Barrier Anchorage Assembly <br /> Guard Railing with Wood (Type 27 Modified). (Lt. & Rt.) (BreW"woy, Type M.) <br /> TYPED Blocks and Posts (Type 1M Fiore) Rafar to R.S.P. A776 <br /> Refer to S.P. AND <br /> S.P.A77A77C, fer Dete4s-. (Typieel) <br /> R.S.P. A77D, AND R.S.P. A77F <br /> Const. for Details (Typical) <br /> E.P. E.P. <br /> Conform at E.P. _ <br /> All— `w�i-r--� ' � End Section (Typical) <br /> LfSh= _'� LI%r "�` T w °' Refer to S.P. A77J 60 <br /> 8' p C R Conform to <br /> �c ,a` =' (' oo for Details <br /> — <br /> existing radii <br /> — Existing I Conform m +I <br /> Width Eo <br /> I <br /> Variable depth Asphalt Concrete o0 <br /> over existing paved driveway. <br /> TYPE <br /> E w E.P. E.P <br /> 01 <br /> Terrrairaol Section- <br /> (Type M)(Typrcol} <br /> Refer to N.S.P. A77GA <br /> for Details. METAL BEAM GUARD RAILING DETAIL <br /> Note: The contractor shall conduct his <br /> earthwork operation so as not to <br /> modify or obstruct the existing <br /> drainage. <br /> Var. Vor. <br /> Var. <br /> _ 11 _ Finished grade or <br /> tax. ?'7 Driveway Subgrade <br /> Type F = 0.50' Class 2 Aggregate Base <br /> Imported Borrow <br /> Refer to Sheet No. 3 for Details. 18"0 C.S.P. (0.109" Thick.) <br /> ti <br /> TYPE F <br /> ❑ Slope to Drain <br /> Existing <br /> See sheet No. 3 for location. 18"0 Pipe <br /> Native Material or <br /> Refer to S. P. D97A and D97E for connection details. Imported Borrow 1 ' O.D. 1 ' <br /> (90% Relative Compaction) <br /> PIPE CONNECTION DETAIL TYPICAL TRENCH BACKFILL <br /> TYPICAL DRIVEWAYS Pipe Side Drains <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE MARIPOSA ROAD RESURFACING NO. SHEETS <br /> SHEET TOTAL <br /> E. M. Peterson 6/97 7/3 q 7/3j L� I �dV � � ,�� OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS (Gawne Road to Dodds Road) 5 6 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> O ��„ e:\pete\projects\moriposo <br />