Loading...
HomeMy Public PortalAbout382512if A B-1 A Legergwmtv,, orAwvil B-1 PLAN EXISTING GRADE SECTION A —A SHEET FLOW 3:1 (MAX.) BALES OF STRAW STAKED DOWN. STRAW BALE DETAIL J. B - 5' CENTERS (TYP.)I SHEET FLOW PLAN x10 GAUGE WELDED WIRE FENCE GEOTEXTILE FABRIC (WOVEN) (TYP.) 7 LJ ELEVATION SILTATION FENCE DETAIL Y/,'wer db z 71 1'-6" MIN. I 2"x2" TEE STAKE 2 PER BALE. DRIVE INTO GROUND. STRAW BALE 1'-6" 1'-6" 1 EXISTING GRADE FLOW (MAX.) COMPACTED EARTH SECTION B—B GENERAL NOTES: 1. DO NOT SCALE DRAWING. FOLLOW DIMENSIONS. 2. ADDITIONAL STRAW BALES MAY BE REQUIRED AS DIRECTED BY M.S.D. 3. SILTATION CONTROL DEVICES TO REMAIN IN PLACE UNTIL ADEQUATE VEGETATIVE GROWTH INSURES NO FURTHER EROSION OF THE SOIL. 4. SILTATION FENCES SHALL BE INSPECTED PERIODICALLY FOR DAMAGE AND FOR THE AMOUNT OF SEDIMENTATION WHICH HAS ACCUMULATED. REMOVAL OF SEDIMENT WILL BE REQUIRED WHEN IT REACHES 1/2 OF THE HEIGHT OF THE SILTATION FENCE. 5. STRAW BALES SHALL BE INSPECTED PERIODICALLY FOR DETERIORATION. BALES WHICH HAVE ROTTED OR FAILED SHALL BE REPLACED AS DIRECTED BY M.S.D.. 6. ATTACHMENT OF WELDED WIRE FENCE AND GEOTEXTILE FABRIC TO BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. GEOTEXTILE FABRIC (TYPE 3) ATTACHED TO WIRE FENCE. CUT 6"x6" TRENCH AND PLACE FABRIC IN DITCH & BACKFILL. FLOW --2—� TEE POST W/ / SPADE BASE i 6"I III 2 SECTION B—B EX. GRADE TYPICAL SILTATION CONTROL DEVICES METROPOLITAN ST. LOUIS SEWER DISTRICT Standard Details of Sewer Construction Dr. AES/SAM Ch. P.T.K. 2009 SHEET 3