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EROSION CONTROL BMPS <br />EC-1 SCHEDULING <br />TEMPORARY SEDIMENT CONTROL <br />SE-6 GRAVEL BAG BERM <br />SE-7 STREET SWEEPING AND VACUUMING <br />SE-10 STORM WATER INLET PROTECTION <br />WIND EROSION CONTROL BMPS <br />WE-1 WIND EROSION CONTROL <br />TRACKING CONTROL <br />TC-1 STABILIZED CONSTRUCTION EXIT <br />NON-STORMWATER MANAGEMENT <br />NS-6 ILLICIT CONNECTION / ILLEGAL DISCHARGE <br />NS-7 POTABLE WATER / IRRIGATION <br />NS-8 VEHICLE AND EQUIPMENT CLEANING <br />NS-9 VEHICLE AND EQUIPMENT FUELING <br />NS-3 PAVING AND GRADING OPERATIONS <br />NS-10 VEHICLE AND EQUIPMENT MAINTENANCE <br />NS-12 CONCRETE CURING <br />NS-13 CONCRETE FINISHING <br />NS-1 WATER CONSERVATION PRACTICES <br />WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL <br />WM-3 STOCKPILE MANAGEMENT <br />WM-4 SPILL PREVENTION AND CONTROL <br />WM-5 SOLID WASTE MANAGEMENT <br />WM-8 CONCRETE WASTE MANAGEMENT <br />WM-2 <br />MATERIAL DELIVERY AND STORAGE <br />WM-9 SANITARY / SEPTIC WASTE MANAGEMENT <br />WM-1 <br />MATERIAL USE <br />NO PARKING <br />℄ YO <br />U <br />N <br />G <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />TC-1 <br />SE <br />- <br />7 <br />SE-6 <br />SE-10 <br />WM-1 <br />WM-4 <br />WM-2 <br />WM-5 <br />WM-3 <br />WM-8 WM-9 SE-6 <br />20 <br />' <br />20 <br />' <br />40 <br />' <br />⅊ N 00°16'00" E 330.90' <br />⅊ N 00°16'00" E 330.84' <br />⅊ N 89°44'00" W 117.55' <br />8'21' <br />29' <br />N <br />8 <br />9 <br />° <br />4 <br />4 <br />' <br />0 <br />0 <br />" <br /> <br />W <br /> <br />75 <br />8 <br />. <br />5 <br />4 <br />' <br />SD <br />SD <br />SD <br />SD <br />SD <br />SD <br />SD <br />SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD <br />SD <br />SD SD <br />SE-10 <br />SE-10 <br />SE-10 <br />SE-10 <br />SE-10 <br />SE-10 <br />SE-10 <br />SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 <br />SE-10 <br />R/W N 89°44'00" W 120.00' <br />SD <br />SD <br />SE-10 <br />SE-10 <br />A A <br />B <br />10' MIN <br />VA <br />R <br />I <br />E <br />S <br />BERM <br />LATH & FLAGGING ON <br />ALL SIDES <br />SANDBAG <br />10 MIL PLASTIC <br />LINING <br />B <br />10' MIN <br />VA <br />R <br />I <br />E <br />S <br />TWO-STACKED 2 X 12 <br />ROUGH WOOD FRAME <br />10 MIL PLASTIC LINING <br />STAKE (TYP) <br />PLAN SECTION A-A <br />TYPE "BELOW GRADE" <br />PLAN <br />TYPE "ABOVE GRADE" <br />3' <br />BERM <br />SANDBAG10 MIL PLASTIC <br />LINING <br />10 MIL PLASTIC LINING <br />WOOD FRAME SECURELY FASTENED <br />AROUND ENTIRE PERIMETER WITH <br />TWO STAKES <br />SECTION B-B <br />NOTES: <br />1.ACTUAL LAYOUT DETERMINES IN FIELD. <br />2.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE <br />TEMPORARY CONCRETE WASHOUT FACILITY. <br />CONCRETE WASTE MANAGEMENT <br />DETAIL <br />NOT TO SCALE <br />STABILIZED CONSTRUCTION ENTRANCE <br />DETAIL <br />NOT TO SCALE <br />HARD <br /> <br />S <br />U <br />R <br />F <br />A <br />C <br />E <br />PUBL <br />I <br />C <br /> <br />R <br />O <br />A <br />D <br />30' M <br />I <br />N <br />6" <br />MI <br />N <br />12' M <br />I <br />N <br />FILTER FABRIC <br />6" THICK 3 <br />4" AGGREGATE BASE <br />INSTALL TWO TRACK OUT <br />PLATES <br />R20" <br />24' O <br />RMAX A <br />L <br />L <br />O <br />W <br />E <br />D <br />BY SI <br />T <br />E <br />SEDIMENT TRAPPING DEVICE <br />GRAVEL BAGS BERM <br />DETAIL <br />NOT TO SCALE <br />GRAVEL BAGS (TYP.) MIN. 5" <br />THICK4" <br />TYP.2 BAGS MIN <br />GRAVEL BAGS <br />SECTION A-A <br />A A <br />GRAVEL BAGS (TYP.) MIN. 5" <br />THICK4" <br />TYP. <br />2 BAGS MIN <br />GRAVEL BAGS <br />GRAVEL BAG FOR INLETS <br />DETAIL <br />NOT TO SCALE <br />ER <br />O <br />S <br />I <br />O <br />N <br /> <br />C <br />O <br />N <br />T <br />R <br />O <br />L <br /> <br />P <br />L <br />A <br />N <br />EROSION CONTROL PLAN <br />SCALE 1"-20' <br />SCALE 1"=20' <br />4020010203040 <br />4 <br />NOTE <br />CONTRACTOR SHALL PROTECT ALL NEAREST EXITING INLETS TO PREVENT SEDIMENT-LADEN STORMWATER AND <br />NON-STORMWATER DISCHARGES FROM ENTERING THE STORM DRAIN SYSTEM. <br />EROSION AND SEDIMENT CONTROL GENERAL NOTES <br />1.ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT’S STORM WATER POLLUTION <br />PREVENTION PLAN (SWPPP), AND THE RECOMMENDATIONS OF SOILS REPORT. <br />2.EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY RAINFALL <br />PROBABILITY EXCEEDS 40%. <br />3.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. <br />NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID <br />CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL TIME. <br />4.CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION CONTROL <br />PLANS ARE ALLOWABLE AS REQUIRED AND APPROVED BY CITY. <br />5.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST MANAGEMENT <br />PRACTICES (BMPS) IN CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMP HANDBOOKS. <br />6.AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, BERMS AND DESILTING BASINS. ANY <br />GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. <br />7.THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT <br />TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION. <br />RE <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br />S <br />PU <br />B <br />L <br />I <br />C <br /> <br />W <br />O <br />R <br />K <br />S <br /> <br />A <br />G <br />E <br />N <br />C <br />Y <br />5 <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SH <br />E <br />E <br />T <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />O <br />F <br /> <br /> <br /> <br />67 <br />3 <br />, <br />6 <br />7 <br />7 <br />, <br />6 <br />7 <br />9 <br />, <br />6 <br />8 <br />1 <br />, <br />6 <br />8 <br />3 <br />, <br />6 <br />8 <br />5 <br /> <br />& <br />6 <br />8 <br />7 <br /> <br />Y <br />O <br />U <br />N <br />G <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br />WA <br />I <br /> <br />L <br />I <br />N <br /> <br />M <br />A <br />U <br />N <br />G <br /> <br />C <br />H <br />E <br />N <br />C- <br />8 <br />3 <br />4 <br />8 <br />7 <br />PN <br />. <br />X <br />X <br />X <br />X <br />X <br />RE <br />C <br />O <br />M <br />M <br />E <br />N <br />D <br />E <br />D <br />: <br />RE <br />C <br />O <br />M <br />M <br />E <br />N <br />D <br />E <br />D <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />: <br />DE <br />S <br />I <br />G <br />N <br />E <br />D <br />: <br />W. <br />C <br />. <br />DR <br />A <br />W <br />N <br />: <br />CH <br />E <br />C <br />K <br />E <br />D <br />: <br />RC <br />E <br /> <br />N <br />O <br />. <br />: <br />RC <br />E <br /> <br />N <br />O <br />. <br />: <br />DE <br />P <br />U <br />T <br />Y <br /> <br />C <br />I <br />T <br />Y <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />PR <br />E <br />P <br />A <br />R <br />E <br />D <br /> <br />U <br />N <br />D <br />E <br />R <br /> <br />T <br />H <br />E <br /> <br />S <br />U <br />P <br />E <br />R <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />O <br />F <br />: <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />DA <br />T <br />E <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />B <br />E <br />N <br />C <br />H <br /> <br />M <br />A <br />R <br />K <br />: <br />CO <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />C <br />O <br />M <br />P <br />L <br />E <br />T <br />E <br />D <br />: <br />BE <br />N <br />C <br />H <br />M <br />A <br />R <br />K <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />BE <br />N <br />C <br />H <br />M <br />A <br />R <br />K <br /> <br />N <br />O <br />. <br />: <br />EL <br />E <br />V <br />. <br />: <br />IN <br />S <br />T <br />A <br />L <br />L <br />E <br />D <br />AP <br />P <br />R <br />O <br />V <br />E <br />D <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />IN <br />I <br />T <br />I <br />A <br />L <br />S <br />DA <br />T <br />E <br />NU <br />M <br />B <br />E <br />R <br />12 <br />/ <br />1 <br />6 <br />/ <br />2 <br />0 <br />2 <br />5 <br />12 <br />/ <br />1 <br />6 <br />/ <br />2 <br />0 <br />2 <br />5 <br />PL <br />O <br />T <br /> <br />D <br />A <br />T <br />E <br />: <br /> S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br /> <br />Behrooz Sarlak 1/8/2026