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2 <br />3 <br />4 <br />STRAW WATTLE, AS PER 2' x 2' WOOD FILTER FABRIC <br />CALIFORNIA STRAW WORKS, POST OR STEEL <br />PH.- (916) 453-1456, OR FORM STAKE <br />I* X I' STAKE AT AN APPROVED EQUAL. <br />4' 0. C., TYP. <br />PLOW <br />EXISTING y <br />< i'COMPACTED SOIL <br />4' ABOVE 6ROUND <br />Z <br />FLOW <br />SET WATTLE IN TRENCHi <br />A�i0/Avjy�iAvj <br />NOTE - <br />CONTRACTOR SHALL INSPECT WATTLES WEEKLY AND AFTER EACH RAINFALL. REPAIR5 <br />SHALL BE MADE AS NECESSARY AND SEDIMENT SHALL BE REMOVED WHEN IT 6. <br />HAS ACCUMULATED TO A DEPTH OF 4 INCHES. MATTLE5 SHALL BE REPLACED MIN. <br />WHEN THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMPOSED. <br />STRAIN WATTLE VETA I L NOTES SFGT I ON A -A <br />NO SCALE <br />2' X 2' STAKE OR <br />#4 J -BAR DRIVEN 1' <br />BaOH TOP OF BALE <br />NYLON OR WIRE <br />BINDIN65 <br />EX15TIN6 <br />6WJND <br />;�;ISt 71I� <br />COMPACTED 501L <br />z <br />FLOW <br />SET BALE 1N TRENCH -/ <br />SECT I ON A -A <br />NOTES <br />FLOW <br />2 STAKE5 PER BALE <br />AN6LE FIRST STAKE <br />TOWAFm5 P9--VIOU5LY <br />LAID BALE, TYP. <br />- PLACE BILE TIGHTLY \--4' TRENCH <br />T06ETH-R WITH NO <br />6AP5 <br />FRONT V I EIN <br />STRAIN BALE AL I GNNENT <br />PLACE BALES IN 4 INCH DEEP TRENCH ALON6 THE CONTOUR OF THE SLOPE IN THE SHAPE OF AN ARC WITH <br />THE ENDS UPHILL OF THE ARC'5 CENTER. BALE -5 SHALL BE PLACED SO THAT BINVIN65 ARE HORIZONTAL. <br />BALE5 SHALL BE ANCHORED BY TMO 2'X 2' STAKES OR #4 J -BAR DRIVEN THROUGH THE BALE AND IN TO THE <br />6ROUND A MINIMUM DEPTH OF 18 INCHES. STAKES OR J -BARS SHALL BE DRIVEN I INCH OR MORE BELOW THE <br />TOP OF THE BALE. THE FIRST STAKE OR J -BAR IN EACH BALE SHALL BE DRIVEN AT AN ANGLE TONAR125 THE <br />PREVIOUSLY' LAID BALE TO FORCE THE BALES TIGHTLY ABUTTED T06ETHER. <br />AFTER BALES ARE STAKED IN PLACE, EXCAVATED SOIL SHALL BE BACKFILLED A67AIN5T THE UPHILL SIDE TO <br />A MINIMUM HE16HT OF 4 INCHES. <br />CONTRACTOR SHALL INSPECT BALES WEEKLY AND AFTER EACH RAINFALL. REPAIRS SHALL BE MADE AS <br />NECESSARY AND SEDIMENT SHALL BE REMOVED WHEN IT HAS ACCUMULATED TO A DEPTH OF 6 INCHE5. BALES <br />SHALL BE REPLACED MHEN THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMPOSED. <br />SIL T FENCE <br />STRAIN BALE SARK I ER <br />NO SCALE <br />FLOM <br />I <br />PLAN A <br />i <br />=" ' ="BRIG <br />FRONT V I EA <br />U <br />U <br />`t <br />I. FILTER BARRIER SHALL BE CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS THE EXPECTED FLOM PATH AND AS APPROVED BY THE <br />ADMINISTRATOR. <br />2. FILTER FABRIC SHALL 8E PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN WITH A MINIMUM TENSILE STRENGTH OF 50 LBS. <br />PER LINEAR FOOT AT 20 PERCENT MAXIMUM ELONGATION AND CONTAININ6 ULTRAVIOLET INHIBITORS. FILTER FABRIC SHALL <br />RETAIN A MINIMUM OF 85% OF THE SOIL, BY MEI6HT, BASED ON SIEVE ANALYSIS, BUT IS NOT FINER THAN AN EQUIVALENT <br />OPENIN6 SIZE OF 70. <br />3. SUPPORT POSTS SHALL BE A MINIMUM 30 INCHES LONG 2' x 2' WOOD 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 ALONG THE UPHILL SIDE OF FILTER BARRIER POSTS. THE BOTTOM E06E OF THE <br />FABRIC SHALL EXTEND TO AND ACR055 THE BOTTOM OF THE TRENCH. THE TRENCH SHALL BE BACK FILLED TO 4 INCHES <br />ABOVE 6ROUN19 AND COMPACTED TO BURY AND SECURE THE BOTTOM OF THE FILTER FABRIC. <br />5. CONTRACTOR SHALL MAKE INSPECTIONS MEEKLY DURIN6 THE MET SEASON, MONTHLY DURING THE DRY SEASON AND IMMEDIATELY <br />AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL IS REQUIRED. SEDIMENT SHALL BE REMOVED <br />BEFORE IT HAS REACHED ONE THIRD THE HE16HT OF THE FILTER FABRIC. <br />SILT FENCE <br />F I L TER SARR I ER <br />NO SCALE <br />M® <br />2 <br />F <br />N <br />DI CTION <br />OF TRAVE <br />PLAN V I EM <br />50' MIN. <br />EXISTIN6 6F37"A 3 TO 6 INCH MAX. <br />A66Rl56A7E BASE <br />CONSTR.CTION SITE i EXI5TIN6 PAVEWW <br />Y <br />00 <br />z <br />O <br />F <br />a <br />U <br />LU <br />0 <br />LU <br />a <br />0 <br />z <br />O <br />in <br />kv <br />Q Q <br />A 'z <br />ti <br />U - <br />.ti <br />mQ o� <br />U <br />Z lu <br />Z to v <br />Q to <br />�QQi <br />OQ <br />O � � <br />JU O �' <br />N= RECORD DRAWING <br />6EOTFXTILE MA71WIAL Corrections By <br />SECTION A—A No Changes By <br />Date /ZGpB RYAN CARREL, R.C.E. 61619 <br />11Z <br />DAVE SKIDMORE, L.S. 7126 <br />Any Person Using This Drawing Should Verify <br />NOTES All information By inspectinq The Site Ot Work EsSiry, <br />1. 5TABILI2ED CONSTRUCTION SITE AGGE55 SHALL BE CONSTRUCTED OF 3' TO 6' MAX. A66RE6ATE <br />BASE MATERIAL G9NFORMIN6 TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A.61619 <br />/ <br />1�^ <br />MINIMUM THICKNESS OF 12". THE METHOD OF PLACING, SPREADING AND COMPACTING AGGREGATE Expxp.6-30-07 <br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS. <br />2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. WIDTH SHALL BE A MIN. OF 15 FEETClClvk-F� <br />OR 6REATER IF NECESSARY TO COVER ALL VEHICULAR INGRESS AND 550?e%. PROVIDE AMPLE <br />TURNIN6 RADII. <br />3. THE ENTRANCE SHALL BE KEPT IN 600P CONDITION BY OCCASIONAL TOP DRE55IN6 WITH A66RE6ATE DRAWN BY: H.E <br />BASE MATERIAL. OCT. 9 2006 <br />DATE: � <br />4. ACCESSES SHALL BE INSPECTEP WEEKLY DURING PERIODS OF HEAVY US46E, MONTHLY DURING NORMAL SCALE: NOTED <br />USA6E, AND AFTER EACH RAINFALL, WITH MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP 296E-ER04 <br />DRESSING SHALL BE DONE AS NEEDED. DWG: <br />CHECKED: K. W. <br />STAB I L I ZED CONSTRUCT I ON JOB u 296L-06 <br />SITS ACCESS SHEET <br />NO SCALE <br />OF <br />m <br />00 <br />c <br />M <br />W <br />c <br />'D Ln <br />_Z <br />lu <br />> v) <br />o v <br />Z <br />z <br />Y Z <br />z <br />00 <br />U <br />0 <br />(D <br />O J <br />W <br />o <br />=5c, <br />O <br />W <br />. <br />u M <br />M <br />ZQ <br />c <br />ko Ef) <br />ooLh <br />�0o <br />Z <br />v <br />7 <br />W <br />a <br />kv <br />Q Q <br />A 'z <br />ti <br />U - <br />.ti <br />mQ o� <br />U <br />Z lu <br />Z to v <br />Q to <br />�QQi <br />OQ <br />O � � <br />JU O �' <br />N= RECORD DRAWING <br />6EOTFXTILE MA71WIAL Corrections By <br />SECTION A—A No Changes By <br />Date /ZGpB RYAN CARREL, R.C.E. 61619 <br />11Z <br />DAVE SKIDMORE, L.S. 7126 <br />Any Person Using This Drawing Should Verify <br />NOTES All information By inspectinq The Site Ot Work EsSiry, <br />1. 5TABILI2ED CONSTRUCTION SITE AGGE55 SHALL BE CONSTRUCTED OF 3' TO 6' MAX. A66RE6ATE <br />BASE MATERIAL G9NFORMIN6 TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A.61619 <br />/ <br />1�^ <br />MINIMUM THICKNESS OF 12". THE METHOD OF PLACING, SPREADING AND COMPACTING AGGREGATE Expxp.6-30-07 <br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS. <br />2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. WIDTH SHALL BE A MIN. OF 15 FEETClClvk-F� <br />OR 6REATER IF NECESSARY TO COVER ALL VEHICULAR INGRESS AND 550?e%. PROVIDE AMPLE <br />TURNIN6 RADII. <br />3. THE ENTRANCE SHALL BE KEPT IN 600P CONDITION BY OCCASIONAL TOP DRE55IN6 WITH A66RE6ATE DRAWN BY: H.E <br />BASE MATERIAL. OCT. 9 2006 <br />DATE: � <br />4. ACCESSES SHALL BE INSPECTEP WEEKLY DURING PERIODS OF HEAVY US46E, MONTHLY DURING NORMAL SCALE: NOTED <br />USA6E, AND AFTER EACH RAINFALL, WITH MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP 296E-ER04 <br />DRESSING SHALL BE DONE AS NEEDED. DWG: <br />CHECKED: K. W. <br />STAB I L I ZED CONSTRUCT I ON JOB u 296L-06 <br />SITS ACCESS SHEET <br />NO SCALE <br />OF <br />