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HomeMy WebLinkAbout072 C020 Erosion and Sediment Control PlanSF SF S F SFSF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF W A B C D E G F IJ K L M1 A/B 2 A/B 3 A/B 8 A/B 9 A/B 10 A/B 11 A/B 13 A/B 14 A/B 4 A/B 5 A/B 6 A/B 7 A/B 12 A/B N H O CLUBHOUSE XXXXXXXX XXXXXXXX XXXXXXXX SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6475\005 - BUFFALO RUN - SITE PLAN\ACAD\SHEETS\6475.005 - C020 EROSION AND SEDIMENT CONTROL PLAN.DWG PLOTTED BY:LEE HAGEMAN 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 VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMAN MONTANA EROSION AND SEDIMENT CONTROL PLAN 6475.005 05 C020 CB LH MEE 07/2022 50 10025500 SCALE IN FEET SITE PLAN SUBMITTAL - REV 3 07/2022 NOTES BY SYMBOL: 1 INSTALL TRACKOUT CONTROL SYSTEM PER DETAIL 2 ON SHEET C702 OR AS RECOMMENDED BY MANUFACTURER Know what's below. before you dig.Call R EROSION & SEDIMENT CONTROL NOTES: 1.EROSION AN SEDIMENT CONTROL ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF BOZEMAN'S BEST MANAGEMENT PRACTICE (BMP) MANUAL FOR CONSTRUCTION SITES. VERSION 3 - SEPTEMBER 1, 2016. 2.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT PLAN. 3.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 4.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 5.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TO CONTROL ON-SITE EROSION. 6.ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY APPROPRIATE EROSION CONTROL METHODS. ANY SOIL STOCKPILE THAT WILL BE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED. 7.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 8.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE END OF EACH WORKING DAY. INSTALL CONCRETE WASHOUT FACILITY PER DETAIL 3 ON SHEET C702 OPTION #1 TEMPORARY SANITARY FACILITY OPTION #1 TEMPORARY JOB SITE DUMPSTER OPTION #1 TEMPORARY JOB SITE TRAILER OPTION #1 MATERIALS STORAGE AND STAGING LOCATION 2 2 1 07/26/2022 2 OPTION #1 CONCRETE WASHOUT TRACKOUT PAD (ALL OPTIONS) OPTION #2 MATERIALS STORAGE AND STAGING LOCATION OPTION #3 MATERIALS STORAGE AND STAGING LOCATIONOPTION #3 TEMPORARY JOB SITE DUMPSTER OPTION #3 TEMPORARY SANITARY FACILITY OPTION #3 TEMPORARY JOB SITE TRAILEROPTION #3 CONCRETE WASHOUT OPTION #2 TEMPORARY SPOILS LOCATION OPTION #3 TEMPORARY SPOILS LOCATION OPTION #1 TEMPORARY SPOILS LOCATION LEGEND PROPOSED CONCRETE (4") CONSTRUCTION LIMITS SILT FENCE (1/C702) AREA TO BE PAVED SF SF EXTERIOR DITCH PROPOSED CONCRETE (6")