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1' X i' STAKE AT <br />4' o. c., TYP. <br />EXI5TL <br />6ROUND <br />5TRAM WATTLE, AS PER <br />CALIFORNIA STRAW MORK5, <br />PH: (c116) 453-1456, OR <br />AN APPROVED EQUAL. <br />5 7 WATTLE IN TRE7NGH <br />SECT I ON <br />I•� <br />FLOW — <br />CONTRACTOR SHALL INSPECT MATTLE5 WEEKLY AND AFTER EACH RAINFALL. REPAIRS <br />SHALL BE MADE AS W6E55ARY AND SEDIMENT SHALL BE REMOVED WHEN IT <br />HAS ACCUMULATED TO A DEPTH OF 4 INCHES. WATTLES SHALL BE REPLACED <br />WHEN THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMPOSED. <br />2' X 2' STAKE OR - <br />*4 J-81AR DRIVEN I' <br />BELOW TOP OF BALE <br />NYLON OR MIRE <br />BINPIN65 <br />ROOMN6 <br />FF2b1/ND <br />STRAA MATTLE VE7A I L <br />NO SCALE <br />OR HAY BALE <br />60WACTEP 501L <br />z <br />FLOW <br />5ET BALE IN TREWH <br />SECTION A—A <br />FLOW <br />2 STAKES PER BALE <br />ANGLE FIRST STAKE <br />TOXAR95 PREVIOUSLY <br />LAID BALE, TYP. <br />- RACE BNLE TIGHTLY 4' TRENCH <br />T06ETTR WITH NO <br />6APS <br />FRONT VIEW <br />Y <br />m <br />FLOM <br />I A� <br />PLAN A <br />FILTER FABRIC <br />2' x 2' MOOD FILTER FABRIC 6' MAX. 0 <br />POST OR STEEL �� <br />FORM STAKE <br />Ln <br />Z <br />f COMPACTED SOIL <br />` 4' ABOVE 61 UNP <br />F� <br />f <br />m <br />;t <br />NI IN l <br />SECTION A -A FRONT V I EM <br />NOTES <br />I. FILTER BARRIER SHALL BE CONSTRUCTED LONG ENOUGH TO EXTEND ACRO55 THE EXPECTED FLOW PATH AND AS APPROVED BY THE <br />ADMINISTRATOR. <br />2. FILTER FABRIC SHALL BE PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN WITH A MINIMUM TENSILE 5TRENGTH OF 50 LBS. <br />PER LINEAR FOOT AT 20 PERCENT MAXIMUM ELONGATION AND CONTAINING ULTRAVIOLET INHIBITORS. FILTER FABRIC SHALL <br />RETAIN A MINIMUM OF 6531 OF THE SOIL, BY ME16HT, BASED ON SIEVE ANALYSIS, BUT IS NOT FINER THAN AN EQUIVALENT <br />OPENING SIZE OF 70. <br />3. SUPPORT POSTS SHALL BE A MINIMUM 30 INCHES LONG 2' x 2' M00D POSTS OR STEEL FORM STAKES DRIVEN A MINIMUM OF 12 <br />INCHES INTO THE 6ROUND. POSTS SHALL BE SPACED A MAXIMUM 6 FEET APART. <br />4. A 4 INCH FABRIC TRENCH SHALL BE EXCAVATED ALON6 THE UPHILL SIDE OF FILTER BARRIER POSTS. THE BOTTOM ED6E OF THE <br />FABRIC SHALL EXTEND TO AND ACROSS THE BOTTOM OF THE TRENCH. THE TRENCH SHALL BE BACK FILLED TO 4 INCHES <br />ABOVE 6ROUND AND COMPACTED TO BURY AND SECURE THE BOTTOM OF THE FILTER FABRIC. <br />5. CONTRACTOR SHALL MAKE INSPECTIONS MEEKLY DURING THE MET SEASON, MONTHLY DURING THE DRY SEA -50N AND IMMEDIATELY <br />AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL 15 REQUIRED. SEDIMENT SHALL BE REMOVED <br />BEFORE IT HAS REACHED ONE THIRD THE HE16HT OF THE FILTER FABRIC. <br />SIL T FENCE <br />F I L TER BARRIER <br />NO SCALE <br />A Z I A <br />.. DIRECTION <br />E OF TRAVEL <br />1 <br />.I� <br />1 <br />PLAN V I EN <br />CONSTRUCTION SITE EXISTIW PAVEMENT <br />STABILIZED CON5TRUCTION <br />S I TE ACG SS <br />NO SCALE <br />RECORD DRAWING <br />Corrections By <br />No Changes By <br />Date ?/27 _ <br />Any Person Using This Drawing Should Verity <br />All information By inspecting The Site Of Work <br />W <br />a <br />0 <br />in <br />e <br />.. <br />D <br />V <br />50' MIN. <br />0' <br />00M <br />STRAN BALE AL I GNMENT <br />W <br />Z <br />EXI5TIN6 6WEM <br />`° Ln <br />M � <br />3 TO 6 INCH Mx. <br />A66RE6ATE 8145E <br />NOTES <br />W M lA <br />Va <br />---- <br />Cie <br />I. PLACE BALES IN 4 INCH DEEP TRENCH ALON6 THE CONTOUR OF THE SLOPE IN THE SHAPE OF AN ARG MITH <br />0 <br />THE ENDS UPHILL OF THE ARC'S CENTER. BALES SHALL BE PLACED 50 THAT BINDIN65 ARE HORIZONTAL. <br />C <br />zC <br />V <br />6EOTFXTILE MATERIAL <br />2. BALES SHALL BE ANCHORED BY TMO 2'X 2' STAKES OR #4 J -BAR DRIVEN THROUGH THE BALE AND IN TO THE <br />SEG T I ON A -A <br />6ROUND A MINIMUM DEPTH OF iB INCHES. STAKES OR J -BARS SHALL BE DRIVEN 1 INCH OR MORE BELOW THE <br />O <br />TOP OF THE BALE. THE FIRST STAKE OR J -BAR IN EACH BALE SHALL BE DRIVEN AT AN ANGLE TOWARDS THE <br />- <br />M <br />LUL' ("1 <br />PREVIOUSLY LAID BALE TO FORGE THE BALE -5 T16HTL1' ABUTTED T06ETHER. <br />Z <br />ko 0 <br />NOTES <br />�� <br />V <br />3. AFTER BALES ARE STAKED IN PLACE, EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE UPHILL SIDE TO <br />7 <br />N Q <br />��0 <br />V) <br />A MINIMUM HE16HT OF 4 INCHES. <br />1. STABILIZED CONSTRUCTION SITE ACCESS <br />SHALL BE CONSTRUCTED OF 3' TO b' MAX. A66RE6ATE <br />BASE MATERIAL CONFORMING TO CITY <br />OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A <br />4. CONTRACTOR SHALL INSPECT BALES MEEKLY AND AFTER EACH RAINFALL. REPAIRS SHALL BE MADE AS <br />MINIMUM THICKW-56 OF 124. THE <br />METHOD OF PLACING, SPREADING AND COMPAGTIN6 A66RE6ATE <br />NECESSARY AND SEDIMENT SHALL BE REMOVED WHEN IT HAS ACCUMULATED TO A DEPTH OF 6 INCHES. BALES <br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS. <br />SHALL BE REPLACED WHEN THEY HAVE BEEN DAMAGED, COLLAPSED OR DECOMPOSED. <br />CL <br />2. LENGTH OF ENTRANCE SHALL BE A <br />MINIMUM OF 50 FEET. WIDTH SHALL BE A MIN. OF 15 FEET <br />5I LT FENCE <br />OR 6REATER IF NECESSARY TO COVER <br />ALL VEHICULAR IN5RE55 AND 55RES5. PROVIDE AMPLE <br />TURNING FAVI 1. <br />S TRAW <br />3. THE ENTRANCE SHALL BE KEPT IN 600D <br />CONDITION BY OCCASIONAL TOP DRESSING WITH A66RE6ATE <br />SAL �A RR 1 R <br />BASE MATERIAL. <br />NO SCALE <br />4. ACCESSES SHALL BE INSPECTED WEEKLY DURING PERIODS OF HEAVY USAGE, MONTHLY DURING NORMAL <br />USA6E, AND AFTER EACH RAINFALL, <br />WITH MAINTENANCE PROVIDED A5 NEGE55ARY. PERIODIC TOP <br />DRE55IN6 SHALL BE DONE AS NEEDED. <br />STABILIZED CON5TRUCTION <br />S I TE ACG SS <br />NO SCALE <br />RECORD DRAWING <br />Corrections By <br />No Changes By <br />Date ?/27 _ <br />Any Person Using This Drawing Should Verity <br />All information By inspecting The Site Of Work <br />W <br />a <br />0 <br />in <br />e <br />.. <br />D <br />V <br />� <br />0' <br />00M <br />W <br />Z <br />, _ <br />`° Ln <br />M � <br />W M lA <br />Va <br />Cie <br />0 <br />Z <br />C <br />zC <br />V <br />W016a <br />O <br />W <br />- <br />M <br />LUL' ("1 <br />Z <br />ko 0 <br />' ^ <br />V) i <br />�� <br />V <br />7 <br />N Q <br />��0 <br />V) <br />Z <br />W <br />3 <br />CL <br />1` <br />m <br />N <br />J <br />O <br />Cal <br />W <br />1u <br />RYAN CARREL, R.C.E. 61619 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: M. E <br />DATE: OCT. q, 2" <br />SCALE: NOTED <br />DWG: 296LER02 <br />CHECKED: K • W <br />)OB x 296L-06 <br />SHEET .5 <br />OF 45 <br />