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026 - C200 - EROSION CONTROL PLAN
B P BP BP B P B P B P BPBPBPBPBPOHPOHPOHPBPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPDALLEY PROPOSED 6-STORY BUILDINGFOOTPRINT: ~11,100 SF112 SOUTH CHURCH AVENUEROUSE 2ND ADDITIONBLOCK A, NW CORNER OF LOT 1, PLAT A-11506 EAST BABCOCK STREETROUSE 2ND ADDITIONBLOCK A, NE CORNER OF LOT 1, PLAT A-11520 EAST BABCOCK STREETEX. ASPHALTS0°09'19"W 74.20'PTVFXXXXXXSSSSSS TWXXXXXXXXXXXOHPOHPOHPOHPOHPOHPOHPSOUTH CHURCH AVENUE SFSFINSTALL TRACKOUTCONTROL SYSTEMPER DETAIL 1 ONSHEET 601 OR ASRECOMMENDED BYMANUFACTURERINSTALL CONCRETEWASHOUT FACILITYPER DETAIL 2 ONSHEET C601CONSTRUCTIONLIMITS10205100SCALE IN FEETEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2026COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYPLOTTED BY:CELINE SAUCIER ON Jan/27/2026REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Boulevard WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleP:\10758 - JBBARCH\001 - 112 S.CHURCH\ACAD\SHEETS\10758.001 - EROSION CONTROL PLAN.DWG THE DEPOT ON CHURCH112 SOUTH CHURCH AVENUE10758.001BOZEMANMONTANAEROSION CONTROL AND CONSTRUCTION STAGING PLAN4C200JAZJAZCMS12/5/25 1CITY OF BOZEMAN REVIEW1/14/26 SITE PLAN SUBMITTAL12/5/254C601LEGENDPROPOSED CONCRETESURFACECONSTRUCTION LIMITSSTRAW WATTLEAREA TO BE PAVEDEROSION & 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 EROSIONCONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND STORMWATERMANAGEMENT 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 SOAS 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 FORIMMEDIATE 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 DETERMINEDNECESSARY 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 SHALLBE 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 ANDALL 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 ARECLEANED AT THE END OF EACH WORKING DAY.TEMPORARYJOB SITE DUMPSTERTEMPORARYJOB SITE TRAILERTEMPORARYSANITARY FACILITYNo. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIER1CMS