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VERTICAL SPACING MEASURED <br />AI nk I/`TUC CAhC nC TUC CI nOC <br />TYPICAL FIBER ROLL INSTALLATION <br />1 FIBER ROLL <br />T1 <br />4 INCH <br />MAX. <br />2 INCH <br />MIN. <br />SLOPE <br />VAR/ES <br />LLL <br />I� <br />12 INCH <br />MIN. <br />FIBER ROLL <br />8 INCH MIN. <br />INSTALL A FIBER <br />ROLL NEAR SLOPE <br />WHERE IT <br />TRANSITIONS <br />INTO A <br />STEEPER SLOPE <br />3/4 IN. X 3/4 IN. <br />WOOD STAKES MAX. <br />4 FT. SPACING <br />ET SECTION A—A <br />NOTES: <br />1. INSTALL FIBER ROLLS IN A ROW <br />ALONG A LEVEL CONTOUR. <br />2. AT ENDS OF A ROW TURN THE <br />LAST TWO FEET UP SLOPE <br />SLIGHTLY. <br />3. FIBER ROLLS SHALL BE BUTTED <br />TIGHTLY AT THE JOINTS. <br />4. DO NOT OVERLAP JOINTS. <br />Lou <br />1 <br />z <br />� <br />_CA��F � <br />BACK OF CURB <br />FACE OF CURB <br />GRAVEL BAG(S) OR OTHER ACCEPTED <br />SEDIMENT CONTROL BMP. PLACE BAGS <br />TIGHT AGAINST FACE OF CURB. <br />w NOTE 2 <br />alai,? e <br />NOTES: <br />1. SEDIMENT TRAPPED UPSTREAM OF <br />SEDIMENT CONTROL BMP SHALL BE <br />REMOVED WEEKLY AND PRIOR TO A <br />RAINFALL EVENT. <br />2• PLACE BMP'S TIGHTLY TOGETHER AT <br />JOINTS TO PREVENT OR MINIMIZE <br />SEEPAGE AT JOINTS. <br />2) INLET SEDIMENT CONTROL <br />60' 0 60' <br />SCALE: 1 " = 60' <br />DRAINAGE INLET <br />WITH FILTER BAG <br />PLAN VIEW <br />OF GUTTER <br />3 <br />z <br />C <br />—I F _ 14" MIN. <br />BALE CONFIGURATION <br />NOTES: <br />1. FACE SIGN TOWARD NEAREST <br />STREET OR ACCESS POINT. <br />2. CONCRETE WASHOUT SHALL BE <br />LOCATED BEHIND THE CURB <br />AND 50 FT. MINIMUM FROM <br />DRAINAGE INLETS OR <br />WATERCOURSES. <br />STRAW BALES <br />A 11 WASHOUT <br />I11 AREA <br />CONCRETE WASHOUT <br />TEMPORARY EROSION CONTROL LEGEND: <br />e <br />CD 8 CHECK DAM <br />FIBER ROLL <br />INLET SEDIMENT <br />A A SECTION A—A <br />IF AND/OR <br />STORM DRAIN INLET FILTER <br />B 8" — 12" 37 <br />CW CONCRETE WASHOUT DIAMETER <br />ROCK ry'J <br />FLOW <br />1" MIN. STRAW BALES <br />60 MIL POLYETHYLENE <br />18" MIN. it <br />1 II III <br />18 MIN. <br />" + 2" X 2" <br />STAKES OR #4 J—BARS <br />2 PER BALE TYP. <br />SECTION A—A <br />14 <br />L <br />7 THIS SECTION REMOVED FOR <br />GRAPHICAL REPRESENTATION <br />ONLY. STRAW BALE PERIMETER <br />SHALL BE CONTINUOUS. <br />TOP OF <br />DITCH <br />TYPICAL — WHEN TRENCHING CROSSES STREET CENTERLINE <br />IIIA- <br />- - -------------- - - - - - <br />N <br />LLL <br />IIII <br />ZS <br />c� <br />S I N N O C K <br />ill <br />Ia 0 <br />IIII <br />I I <br />� <br />�I�I <br />G <br />G <br />IIII <br />N E U D E C K <br />Stockton, CA 95201-0844 <br />O <br />IIII <br />Office: (209) 946-0268 <br />\F� <br />& <br />INC. <br />A <br />II <br />4 jo.o1 <br />rlll <br />and Land Surveyors <br />E—mail: KSN®ksninc.com <br />----- - -- - -T___---- - <br />____ ____ ____ <br />III <br />IIII <br />BALE CONFIGURATION <br />NOTES: <br />1. FACE SIGN TOWARD NEAREST <br />STREET OR ACCESS POINT. <br />2. CONCRETE WASHOUT SHALL BE <br />LOCATED BEHIND THE CURB <br />AND 50 FT. MINIMUM FROM <br />DRAINAGE INLETS OR <br />WATERCOURSES. <br />STRAW BALES <br />A 11 WASHOUT <br />I11 AREA <br />CONCRETE WASHOUT <br />TEMPORARY EROSION CONTROL LEGEND: <br />e <br />CD 8 CHECK DAM <br />FIBER ROLL <br />INLET SEDIMENT <br />A A SECTION A—A <br />IF AND/OR <br />STORM DRAIN INLET FILTER <br />B 8" — 12" 37 <br />CW CONCRETE WASHOUT DIAMETER <br />ROCK ry'J <br />FLOW <br />1" MIN. STRAW BALES <br />60 MIL POLYETHYLENE <br />18" MIN. it <br />1 II III <br />18 MIN. <br />" + 2" X 2" <br />STAKES OR #4 J—BARS <br />2 PER BALE TYP. <br />SECTION A—A <br />14 <br />L <br />7 THIS SECTION REMOVED FOR <br />GRAPHICAL REPRESENTATION <br />ONLY. STRAW BALE PERIMETER <br />SHALL BE CONTINUOUS. <br />TOP OF <br />DITCH <br />TYPICAL — WHEN TRENCHING CROSSES STREET CENTERLINE <br />El <br />PLAN VIEW <br />CHECK DAM <br />THORNTON <br />I I <br />F I I <br />II <br />ROAD <br />— - <br />��� --- -- -- -- -- -- -- - <br />CD <br />SAN JOAQUIN COUNTY Revisions Design Scale Date <br />THORNTON ROAD No. Description Date By BY JDK 4/10/08 <br />Drawn 1 " = 60' Sheet Number <br />FRONTAGE IMPROVEMENT PLANS JDK Original Drawing Scale 15 of 15 <br />EROSION CONTROL PLAN <br />Check 0 1I Project File No. <br />I <br />SKS IIIII_L� 1616-0000 <br />X <br />K <br />KJELDSEN <br />ZS <br />c� <br />S I N N O C K <br />Post Office Box 844 <br />Ia 0 <br />w <br />711 N. Pershing Avenue <br />u 9 <br />G <br />G <br />N <br />N E U D E C K <br />Stockton, CA 95201-0844 <br />Office: (209) 946-0268 <br />\F� <br />& <br />INC. <br />Consulting Engineers <br />Faxes: (209) 946-0296 <br />4 jo.o1 <br />a <br />and Land Surveyors <br />E—mail: KSN®ksninc.com <br />El <br />PLAN VIEW <br />CHECK DAM <br />THORNTON <br />I I <br />F I I <br />II <br />ROAD <br />— - <br />��� --- -- -- -- -- -- -- - <br />CD <br />SAN JOAQUIN COUNTY Revisions Design Scale Date <br />THORNTON ROAD No. Description Date By BY JDK 4/10/08 <br />Drawn 1 " = 60' Sheet Number <br />FRONTAGE IMPROVEMENT PLANS JDK Original Drawing Scale 15 of 15 <br />EROSION CONTROL PLAN <br />Check 0 1I Project File No. <br />I <br />SKS IIIII_L� 1616-0000 <br />