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\ to <br />\ \\ I El <br />\ \ \ �x 1 o <br />W MOKELUMNE AVENUE \ <br />\ <br />=� TEMPORARY FENCE I <br />x x—x—x—x —x—x 1 \ <br />LI: X <br />X \ \ 9tij► \ <br />CON <br />EN ANCE \� \ <br />I � \ <br />x � <br />STRAW -11I I \\ \\ x \ \ <br />WATTLES I I 0 x \ <br />it II I i i <br />x TEMPORARY <br />i C NCRETE <br />SHOUT AR \ FENCE <br />i \ x <br />I <br />STRAW - <br />WATTLES <br />TOTAL DISTURBED AREA: <br />TANK SITE 0.60 ACRES <br />TRENCHING/WELL NO. 2 SITE 0.02 ACRES <br />0.62 ACRES <br />ANDINSHALL BE MADE <br />OF WOVEN GEOTEX77LE FABRIC S4NOBAGS TO OVERLAP <br />ONTO CURB <br />SPILLWAY <br />PONDING H � <br />AGGREGATE SASE DRAIN INLET BOX <br />I <br />SANDBAGS AT INLETS AND EXIST CURB <br />SCALE- NONE <br />14" MIN. <br />NOTES <br />I. FACE SIGN TOWARD NEAREST STREET <br />OR ACCESS POINT <br />2. CONCRETE WASHOUT SHALL BE LOCATED BEHIND <br />THE CURB AND 50 FT MINIMUM FROM <br />DRAINAGE INLETS OR WATERCOURSES. <br />ONLY. STRAW BILE PERIMETER <br />SHALL BE CON77N000S. <br />CONCRETE WASHOUT <br />SCALE: NONE <br />BALE CONFIGURATION <br />SEC7/ON A -A <br />STRAW BALES <br />STRAW BALES <br />60 MIL POLYETHYLENE <br />2" X 2" STAKES OR /4 J-94RS <br />2 PER HALE (IYP) <br />•1 <br />20 <br />40 <br />80 <br />Mid <br />'6 <br />LEGEND: <br />® STABIL/ZED CONSTRUCTION <br />ENTRANCE AND WASHOOWN AREA <br />® CONCRETE WASHOUT AREA <br />SANDBAGS AROUND CB (SEE DETAIL) <br />—X—X— TEMPORARY FENCE <br />DIVERSION RIDGE REQUIRED <br />WHERE GRADE EXCEEDS 29 <br />ROADWAY <br />SECTION A - <br />ROCK BAGS, OR CONTINU�vS <br />GEOSYNTHETIC FABRIC BERM <br />OF EQUIVALENT HEIGHT <br />SUPPLY WATER TO WASH <br />WHEELS IF NECESSARY <br />O <br />�v <br />FLOW <br />2�ORGREATER <br />FILTER FABRIC <br />NOTE• \ <br />SPILLWAY USE ROCK BAGS TO CHANNELIZ£ <br />L RUNOFF TO BASIN AS REQUIRED. <br />SEE NOTES. <br />A I A 2" - J - <br />% <br />A COURSE AGGREGATE <br />�r"!ROtt■ <br />� .... •.- ur.... wo-w+weoDorw•w <br />DIVERSION RIDGE <br />50VIN <br />PLAN <br />1. WATTLES SHALL BE PLACED IN A ROW WITH ENDS <br />TIGHTLY ABUTTING. <br />2. EACH WATTLE SHALL BE EMBEDDED IN THE SOIL A <br />MINIMUM OF 4 INCHES. <br />J. WATTLES SHALL BE SECURELY ANCHORED IN <br />PLACE BY TWO STAKES OR REBARS DRIVEN THROUGH <br />THE WATTLES. THE FIRST STAKE IN EACH WATTLE <br />SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID <br />WATTLE TO FORCE THE WATTLES TOGETHER. <br />4. THE DIKE SHALL BE INSPECTED AFTER EACH <br />STORM, AND REPAIR OR REPLACEMENT SHALL BE <br />MADE PROMPTLY AS NEEDED. THE WATTLES SHALL BE <br />REMOVED ONCE THEY HAVE SERVED THEIR PURPOSE <br />SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR <br />DRAINAGE. <br />ROCK BAGS MUST BE <br />PLACED SUCH THAT NO <br />GAPS ARE EVIDENT <br />20' <br />MIN. <br />—d <br />ADJACENT ROLLS SHALL <br />7TCHTLY ABUT (NOTE 1) <br />4' MAX SPACING <br />BETWEEN STAKES. <br />1"xl" WOOD STAKE OR <br />\ REBAR REQUIRED. (NOTE J) <br />4" MIN <br />R'_ In" n/A <br />(MAY SUBSTITUTE FOR SILT FENCE <br />WITH APPROVAL OF ENGINEER) <br />STRAW WATTLE DETAIL <br />SCALE.- NONE <br />COPYRIGHT 20PB NORTHSTAR ENGINEERING GROUP, INC <br />w <br />a <br />0 <br />0 <br />z <br />T <br />"sAvo4a <br />No. 66583 <br />EXP. 6-30-M <br />A <br />H <br />v a <br />W Z <br />13 M <br />O C <br />ce LL <br />� J <br />v <br />Z <br />a <br />Lu <br />t7 <br />Ii <br />`O <br />ter// <br />Lu <br />W � <br />a O <br />z <br />F- a <br />Z o <br />� z <br />SHEET <br />NUMBER <br />C6 <br />OF 47 <br />