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QLAMIRET ; �' ° <br /> OONTROL DETAILS KEEK91Ti�i�}t 7� 2 €arrsi� <br /> {TEMPORARY CHECK DAM) — - T■ICiPI�R,aRv WATER POLLUTION CHANNEL SURFACES TO RECEIVE NORTH <br /> 1 INT R O L EETA,ILS <br /> 1TLgffCl MT EROSION 0011111lBLANIII ET) AMERICAN GREEN DS-75 OR APPROVED <br /> EQUAL MATTING FOR EROSION MITIGATION <br /> T57 84 MEASURES <br /> NON-ENGINEERED TEMPORARY � <br /> TEMPORARY EROSION CONTROL BLANKET DIVERSION DITCH DETAIL - <br /> TEMPORARY CHECK DAM DETAIL � <br /> N.T.S. CALTRANS T57 N.T.S. CALTRANS SS-9 N.T.S. V <br /> LL. Q <br /> O z <br /> LU O <br /> LU LL <br /> � J <br /> Q ~ Q <br /> `" U <br /> U m <br /> � � z <br /> Q � � <br /> 0 <br /> 0 U <br /> W F_ <br /> O <br /> CL <br /> 1" REBAR FOR BAG O <br /> REMOVAL FROM INLET <br /> 11"0 PERFORATION NON SHRINK GROUT IF PVC/CMP <br /> 1" VERTICAL SPACING CONNECTION OR WATERTIGHT HUGGER <br /> 1 HOLE/ROW BAND JOINT IF CMP/CMP CONNECTION <br /> NO PERFORATIONS BELOW SOIL/AGGREGATE STOCKPILE OF <br /> CLEAN OUT ELEVATION EXISTING SITE MATERIAL TO BE <br /> REUSED AND/OR NEW MATERIAL <br /> ANTI VORTEX TRASH 6" THICK AASHTO #57 SHELL _TO BE INSTALLED IN THE WORK C>— [L IIIIIIIIIIIIIIIIIIIIIIIIIIIII ---- <br /> AND SAFETY GUARD 5 �� — — p <br /> 2 ELEV=000.00 CONNECT TO /� EXPANSION <br /> ELEV=000.00 <br /> 2 NEW 00" ASP / \ RESTRAINT <br /> 1 <br /> 16"x48" DIA ANTI—SEEP CORE —GLACIAL TILL 1 90• ELBOW // \ ROPE NYLON o <br /> CLEAN OUT OR CLAY / DIRECTION OF RUN—OFF SILTSACK 3' <br /> ELEV=000.00 � ' COLLAR AT 12 LF / FLOW (TYP.) <br /> FROM RISER / RUBBER/4 p � <br /> ELEV=000.00—�i���1� <br /> / I BLOCK <br /> DEWATERING FACILITY 0" PVC OR CMP <br /> (55 GAL. DRUM) 1 KEY TRENCH 1 I I NOTES: <br /> INV=000.00 � 1. ALL EXISTING EXCAVATED MATERIAL <br /> 1 1 WATERTIGHT SEALS THAT IS NOT TO BE REUSED IN THE p <br /> TEMP 18" CMP RISER AT ALL JOINTS WORK IS TO BE IMMEDIATELY REMOVED p <br /> SET IN CONIC. — NO JOINTS 00 FROM THE SITE AND PROPERLY <br /> IN VERT. RISER 1 / / DISPOSED OF. p <br /> INV=000.00 1\ // / 2. SOIL/AGGREGATE STOCKPILE SITES TO 4 D p <br /> / <br /> 30" WIDE, 8" THICKNESS BE WHERE SHOWN ON THE DRAWINGS. NOTE: REGULAR FLOW = 40 GAL./MIN./SF o <br /> � <br /> CONIC. BASE \ \ // 3. RESTORE STOCKPILE SITES TO HIGH FLOW = 200 GAL./MIN./SF > p <br /> / "o,/ PRE—EXISTING PROJECT CONDITION AND 1> d <br /> RESEED AS REQUIRED. o <br /> NOTE: <br /> 4. STOCKPILE HEIGHTS MUST NOT A <br /> CLEAN OUT STAKES MUST BE PLACED AT HALF DISTANCES FROM POINT OF CONCENTRATED INFLOWS TO TEMPORARY RISERS. — EXCEED 35'. STOCKPILE SLOPES MUST <br /> WHEN SEDIMENT HAS ACCUMULATED TO THE CLEAN OUT ELEVATION ON ANY STAKE, THE SEDIMENT MUST BE REMOVED TO DOUBLE ROW OF STRAW BALES BE 2:1 OR FLATTER. p w z <br /> RESTORE BASIN CAPACITIES. Q O o <br /> m N <br /> SEDIMENTATION BASINS AND TRAPS MUST BE PROTECTED FROM UNAUTHORIZED ACTS OF THIRD PARTIES. " J o <br /> N � <br /> CD <br /> ALL RISER PIPE CONNECTION SEALS SHALL BE WATERTIGHT. �_ z6 <br /> N <br /> O <br /> P <br /> U <br /> X <br /> o Designed S.M.K. <br /> TEMPORARY SEDIMENT TRAP MATERIALS STOCKPILE DETAIL SILTSACK DETAIL 04 <br /> V Drawn B.S.R. <br /> a Reviewed S.M.K. <br /> N.T.S. BLEC-001 N.T.S. BLEC-006 N.T.S. BLEC-005 X Scale NONE <br /> N ° Project No. 1902145 <br /> z <br /> 0 <br /> o Date 05/15/2020 <br /> U D_ <br /> w ° CAD File: <br /> 01 EC 190214501 <br /> 3 <br /> o a <br /> o Title <br /> N o <br /> SEDIMENT AND <br /> U a EROSION <br /> Q X <br /> CONTROL <br /> DETAILS <br /> 04P <br /> Sheet No. <br /> x <br /> O <br /> 04 <br /> z NOT FOR CONSTRUCTION REFER TO SHEET GN-1 FOR SITE o EC = 4 <br /> C.0o <br /> FOR PERMITTING PURPOSES ONLY WORK GENERAL NOTES <br /> N <br /> X <br /> ©2020 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. <br />