Loading...
HomeMy WebLinkAbout081.15 C702_Erosion&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 4816 4815 4815 4814 4813 4812 4811 4810 X X X X X X X X X X X X X X X X XFOLLOW LEVEL CONTOUR WITH ENDS POSITIONED UPHILL SILT FENCE SET 10' (MIN) AWAY FROM STEEP SLOPE OR TOE OF FILL PREVENT FLOW AROUND ENDS BY BRINGING UPSLOPE DRAINAGE AREA WOVEN FABRIC (MIRAFI 100X OR EQUAL) OVER WIRE MESH (9 CA, 6x6 MESH) 10' (MAX) 5' MAX IF SLICING METHOD USED FOR INSTALLATION LEVEL CONTOUR NO SLOPE FASTEN WITH THREE (3) 50# DIAGONAL CABLE TIES WITHIN TOP EIGHT INCHES (8") OF FABRIC 2x2 CONSTRUCTION GRADE LUMBER, FOUR FEET (4') LONG WRAP GEOTEXTILE AROUND STAKES BEFORE DRIVING SIX INCH (6") MIN TRENCH PLAN VIEW ELEVATION VIEW 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. VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6475\005 - BUFFALO RUN - SITE PLAN\ACAD\SHEETS\6475.005 - C700 DETAILS.DWG PLOTTED BY:ROSIE NICKELSON ON Jul/27/2022 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 THE HOMESTEAD AT BUFFALO RUN BOZEMAN MONTANA EROSION AND SEDIMENT CONTROL DETAILS 6475.005 35 C702 CAB LH MEE 07/2022 50 10025500 SCALE IN FEET SITE PLAN SUBMITTAL - REV 3 07/2022 SILT FENCE INSTALLATION DETAIL NOT TO SCALE CONCRETE WASHOUT FACILITY DETAIL SILT FENCE INSTALLATION DETAIL NOT TO SCALE NOT TO SCALE TRACKOUT CONTROL MAT CONSTRUCTION ENTRANCE DETAIL 07/26/2022