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HomeMy WebLinkAbout011 C602Erosion&SedimentControlDetailsTRACKOUT CONTROL MAT (TYP)FLOWFLOWWATER SUPPLY TO WASH WHEELS AS NECESSARY SPILLWAY ROCK BAGS OR CONTINUOUS GEOSYNTHETIC FABRIC BERM OF EQUIVALENT HEIGHT ROCK BAGS MUST BE PLACED SUCH THAT NO GAPS ARE EVIDENT NOTE: USE ROCK BAGS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. SEE NOTES NOTES: 1.EACH SITE MUST BE EVALUATED TO DETERMINE THE PROPER LAYOUT, WIDTH, AND DURATION OF THE INSTALLED TRACKOUT CONTROL SYSTEM (TCS) BASED ON SITE CONDITIONS, ENTRY AND EXIT LOCATION(S), TRAFFIC LEVELS, SITE SOIL CONDITIONS, AND ABILITY TO MAINTAIN THE TCS. 2.TCS SHALL BE INSTALLED, UTILIZED, AND MAINTAINED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 3.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE SUPPLEMENTAL TOP DRESSING, REPAIR, AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 4.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 5.TCS MATS SHOULD BE CLEANED ONCE TWO-AND-A-HALF INCHES (2.5") OF SEDIMENT HAS BUILT UP ON THE LANE OF TRAVEL. 6.CAUTION IS TO BE USED WHEN CROSSING MATS WITH METAL TRACKED EQUIPMENT. EQUIPMENT WITH AGGRESSIVE METAL TRACKS SHOULD NOT CROSS MATS. 7.DO NOT USE MATS FOR BRIDGING. SF SF SF SF SF SF SF SILT FENCE (TYP)///////// PUBLIC ROAD OR OTHER STABLE SURFACE * *MODIFIED T-CONFIGURATION SHOWN ALTERNATIVE LAYOUTS MAY BE REQUIRED BASED ON SITE CONDITIONS OR MANUFACTURER RECOMMENDATIONS 10 MIL PLASTIC LINING C C 10'-0" (MINIMUM) VARIES CONCRETE WASHOUT TYPE C ABOVE GROUND WITH STRAW BALES SECTION C-C NOT TO SCALE STAPLES (2 PER BALE) WOOD OR METAL STAKES (2 PER BALE) 10 MIL PLASTIC LINING BALE STRING STRAW BALENATIVE MATERIAL (OPTIONAL) WOOD OR METAL STAKES (2 PER BALE) STRAW BALE (TYP) 2" 8" 1.12" DIA STEEL WIRE STAPLE DETAIL NOT TO SCALE CONCRETE WASHOUT 4" x 4" x 8' WOOD POST 48" x 24" PLYWOOD PAINTED WHITE 6" BLACK LETTERSLAG SCREWS WITH WASHERS (4 TOTAL) 3'-0" 3'-0" CONCRETE WASHOUT SIGN MAY BE SUBSTITUTED WITH APPROVED EQUAL NOTES: 1.THE ACTUAL LAYOUT OF THE CONCRETE WASHOUT FACILITY SHALL BE DETERMINED IN THE FIELD. 2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN THIRTY FEET (30') OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF OR RECYCLED. 4.HOLES, DEPRESSIONS, OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION. INLET GRATE SIDE FLAP (SEE NOTE #4) LENGTH AND WIDTH DIMENSIONS SHALL BE PER PLAN FRONT LIFTING FLAP (SEE NOTE #3) FLAP POCKET (SEE NOTE #5) USE REBAR, STEEL PIPE, OR WOOD 2"x4" FOR REMOVAL MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS GEOTEXTILE FILTER FABRIC (FRONT, BACK, AND BOTTOM TO BE A SINGLE PIECE OF FABRIC)4"x6" OPENINGS WITH ROUNDED CORNERS SHALL BE HEAT CUT (ONE HOLE ON EACH OF THE FOUR SIDES) 12" (MIN) 8" 4" 12" INLET PROTECT TYPE D CAN BE INSTALLED IN INLETS WITH OR WITHOUT CURB BOXES NOTES: 1.TAPER BOTTOM OF BAG TO MAINTAIN THREE INCHES (3") OF CLEARANCE BETWEEN THE BAG AND THE STRUCTURE, MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL. 2.GEOTEXTILE FILTER FABRIC FOR FLAPS, TOP AND BOTTOM OF OUTSIDE FILTER BAG. FRONT, BACK, AND BOTTOM OF FILTER BAG BEING ONE PIECE. 3.FRONT LIFTING FLAP IS TO BE USED WHEN REMOVING AND MAINTAINING FILTER BAG. 4.SIDE FLAPS SHALL BE A MAXIMUM OF TWO INCHES (2") LONG. FOLD THE FABRIC OVER AND REINFORCE WITH MULTIPLE STITCHES. 5.FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2"x4". THE REBAR, STEEL PIPE, OR WOOD SHALL BE INSTALLED IN THE REAR FLAP AND SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING. MAINTENANCE NOTES: WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED IN THE FABRIC DOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALL BE IMMEDIATELY REMOVED. VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6883\001\ACAD\SHEETS\6883.001-EROSION+SEDIMENT-CONTROL-DETAILS.DWG PLOTTED BY:CELINE SAUCIER ON Aug/27/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BOZEMAN GATEWAY SUBDIVISION PUD BOZEMAN MONTANA EROSION AND SEDIMENT CONTROL DETAILS 6883.001 10 C602 CMS CMS JAU 8/2021 NOT FOR CONSTRUCTION 8/2021 NOT TO SCALE TRACKOUT CONTROL MAT CONSTRUCTION ENTRANCE DETAIL Know what's below. before you dig.Call R NOT TO SCALE CONCRETE WASHOUT FACILITY DETAIL NOT TO SCALE INLET PROTECTION TYPE D DETAILS