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EROSION CONTROL NOTES <br />1. EROSION CONTROL FACILITIES AND MEASURES ARE TO BE <br />INSTALLED AND OPERABLE PRIOR TO THE START OF <br />CONSTRUCTION, AND REMAIN IN PLACE UNTIL INSTALLATION OF <br />THE PERMANENT PROJECT LANDSCAPING. <br />8. FOLLOWING EACH STORM, THE CONTRACTOR SHALL INSPECT THE <br />SITE AND STORM DRAIN STRUCTURES FOR DAMAGE AND SHALL <br />REPAIR EROSION CONTROL B.M.P.s AS NEEDED. <br />3. EARTHEN BERMS AND STRAW BALE DIKES OR GEOTEXTILE <br />FABRIC BARRIER SHALL BE CONSTRUCTED IF SHOWN TO 10. <br />PREVENT OFF -FLOW OR SILTATION FROM THE PROJECT SITE. THE <br />BERMS AND DIKES SHALL BE MAINTAINED IN PLACE UNTIL THE <br />CONCLUSION OF THE SITE PAVING AND INSTALLATION OF <br />PERMANENT LANDSCAPING. <br />4. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL <br />AND DEBRIS. <br />5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED BY THE <br />CONTRACTOR AND REPAIRED, AS REQUIRED, AT THE <br />CONCLUSION OF EACH WORKING DAY DURING THE RAINY <br />SEASON. THE CONTRACTOR SHALL INSPECT THE EROSION <br />CONTROL FACILITIES AND MAKE NECESSARY REPAIRS THERETO <br />PRIOR TO ANTICIPATED STORMS, AND SHALL PERIODICALLY <br />INSPECT THE SITE AT REASONABLE INTERVALS DURING STORMS <br />OF EXTENDED DURATION. REPAIRS TO DAMAGED FACILITIES <br />SHALL BE REPAIRED IMMEDIATELY. <br />6. ANY DAMAGE TO REVEGETATED SLOPES SHALL BE REPAIRED AS <br />SOON AS PRACTICABLE. <br />7. PROVISIONS SHALL BE MADE TO ASSURE THAT BORROW AREAS <br />AND STOCKPILED SOILS ARE PROTECTED FROM EROSION. THIS <br />SHALL CONSIST AS A MINIMUM, OF COVERING WITH PLASTIC <br />SHEETING, OR BY SEEDING, MULCHING AND FERTILIZING. <br />M <br />U <br />Q <br />NOTE: <br />O SURFACE WATER WILL DRAIN AWAY FROM <br />a + THE BUILDINGS AND SHALL COMPLY WITH <br />THE 1997 EDITIONS OF THE UBC SECTION <br />C 1804.7 <br />N <br />E LEGEND <br />Q, x 2" x 24" Q'x2"x24" <br />OTAKES © 6'— <br />ILLED STRAW <br />SEDIMENT BAR[ <br />Q <br />N <br />(SHED <br />ADE <br />C) <br />T_ <br />M <br />N <br />CD <br />N <br />N <br />\ <br />H, <br />OVA <br />N <br />IqN <br />N <br />O <br />N <br />C) <br />co <br />r1W <br />X — SILT FENCE <br />FIBER ROLL <br />STABILIZED ACCESS <br />GRAVEL BAG <br />SURVEi' <br />EROSION CONTROL DEVICES, SUCH AS STRAW BALE DIKES AND <br />WOODEN BAFFLES, SHALL BE PLACED ALONG THE GRADED <br />SLOPES TO MINIMIZE EROSION OF EXPOSED SURFACES. THE <br />DEVICES SHALL BE INSTALLED PERPENDICULAR TO THE FLOW OF <br />WATER AT INTERVALS OF NOT MORE THAN 150 FEET OR AS <br />OTHERWISE DIRECTED BY THE CITY ENGINEER. <br />11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR <br />INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL <br />FACILITIES AND SHALL CONDUCT PERIODIC INSPECTION OF THE <br />PROJECT SITE DURING STORMS OF PROLONGED DURATION <br />AND/OR HEAVY INTENSITY TO ASSURE THAT THEY FUNCTION IN <br />THE MANNER DESCRIBED HEREIN. <br />12. THIS PLAN COVERS THE FIRST WINTER. THE FOLLOWING GRADING <br />PLANS ARE TO BE RESUBMITTED FOR COUNTY APPROVAL PRIOR <br />TO SEPTEMBER 1ST OF EACH SUBSEQUENT YEAR UNTIL SITE <br />IMPROVEMENTS ARE ACCEPTED BY THE COUNTY. <br />STRAW WATTLE <br />Straw Bale <br />Sand or Gravel <br />Bag <br />Straw Bale <br />Sand or Gravel <br />Bag <br />CONCRETE WASHOUT PIT <br />EROSION AND SEDIMENT CONTROL PLAN <br />SCALE: <br />1 "=50'-0" <br />9. AS SOON AS PRACTICABLE FOLLOWING THE INSTALLATION OF <br />2. CHANGES TO THE EROSION CONTROL MEASURES INDICATED ON <br />THE CATCH BASINS, THE CONTRACTOR SHALL REMOVE ANY <br />THESE PLANS AND DESCRIBED HEREIN TO ACCOMMODATE FIELD <br />ACCUMULATION OF SILT OR DEBRIS FROM THE STRUCTURES AND <br />CONDITIONS MAY BE MADE ONLY WITH THE PRIOR APPROVAL OF, <br />SHALL CLEAR THE STORM DRAIN PIPE OF ANY BLOCKAGE, THUS <br />OR AT THE DIRECTION, OF THE COUNTY ENGINEER. <br />IMPLEMENTING B.M.P.S AS SHOWN ON THE EROSION CONTROL <br />�zCC) M <br />PLAN. <br />3. EARTHEN BERMS AND STRAW BALE DIKES OR GEOTEXTILE <br />FABRIC BARRIER SHALL BE CONSTRUCTED IF SHOWN TO 10. <br />PREVENT OFF -FLOW OR SILTATION FROM THE PROJECT SITE. THE <br />BERMS AND DIKES SHALL BE MAINTAINED IN PLACE UNTIL THE <br />CONCLUSION OF THE SITE PAVING AND INSTALLATION OF <br />PERMANENT LANDSCAPING. <br />4. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL <br />AND DEBRIS. <br />5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED BY THE <br />CONTRACTOR AND REPAIRED, AS REQUIRED, AT THE <br />CONCLUSION OF EACH WORKING DAY DURING THE RAINY <br />SEASON. THE CONTRACTOR SHALL INSPECT THE EROSION <br />CONTROL FACILITIES AND MAKE NECESSARY REPAIRS THERETO <br />PRIOR TO ANTICIPATED STORMS, AND SHALL PERIODICALLY <br />INSPECT THE SITE AT REASONABLE INTERVALS DURING STORMS <br />OF EXTENDED DURATION. REPAIRS TO DAMAGED FACILITIES <br />SHALL BE REPAIRED IMMEDIATELY. <br />6. ANY DAMAGE TO REVEGETATED SLOPES SHALL BE REPAIRED AS <br />SOON AS PRACTICABLE. <br />7. PROVISIONS SHALL BE MADE TO ASSURE THAT BORROW AREAS <br />AND STOCKPILED SOILS ARE PROTECTED FROM EROSION. THIS <br />SHALL CONSIST AS A MINIMUM, OF COVERING WITH PLASTIC <br />SHEETING, OR BY SEEDING, MULCHING AND FERTILIZING. <br />M <br />U <br />Q <br />NOTE: <br />O SURFACE WATER WILL DRAIN AWAY FROM <br />a + THE BUILDINGS AND SHALL COMPLY WITH <br />THE 1997 EDITIONS OF THE UBC SECTION <br />C 1804.7 <br />N <br />E LEGEND <br />Q, x 2" x 24" Q'x2"x24" <br />OTAKES © 6'— <br />ILLED STRAW <br />SEDIMENT BAR[ <br />Q <br />N <br />(SHED <br />ADE <br />C) <br />T_ <br />M <br />N <br />CD <br />N <br />N <br />\ <br />H, <br />OVA <br />N <br />IqN <br />N <br />O <br />N <br />C) <br />co <br />r1W <br />X — SILT FENCE <br />FIBER ROLL <br />STABILIZED ACCESS <br />GRAVEL BAG <br />SURVEi' <br />EROSION CONTROL DEVICES, SUCH AS STRAW BALE DIKES AND <br />WOODEN BAFFLES, SHALL BE PLACED ALONG THE GRADED <br />SLOPES TO MINIMIZE EROSION OF EXPOSED SURFACES. THE <br />DEVICES SHALL BE INSTALLED PERPENDICULAR TO THE FLOW OF <br />WATER AT INTERVALS OF NOT MORE THAN 150 FEET OR AS <br />OTHERWISE DIRECTED BY THE CITY ENGINEER. <br />11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR <br />INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL <br />FACILITIES AND SHALL CONDUCT PERIODIC INSPECTION OF THE <br />PROJECT SITE DURING STORMS OF PROLONGED DURATION <br />AND/OR HEAVY INTENSITY TO ASSURE THAT THEY FUNCTION IN <br />THE MANNER DESCRIBED HEREIN. <br />12. THIS PLAN COVERS THE FIRST WINTER. THE FOLLOWING GRADING <br />PLANS ARE TO BE RESUBMITTED FOR COUNTY APPROVAL PRIOR <br />TO SEPTEMBER 1ST OF EACH SUBSEQUENT YEAR UNTIL SITE <br />IMPROVEMENTS ARE ACCEPTED BY THE COUNTY. <br />STRAW WATTLE <br />Straw Bale <br />Sand or Gravel <br />Bag <br />Straw Bale <br />Sand or Gravel <br />Bag <br />CONCRETE WASHOUT PIT <br />EROSION AND SEDIMENT CONTROL PLAN <br />SCALE: <br />1 "=50'-0" <br />H <br />S <br />tb <br />O <br />coon <br />V W <br />�zCC) M <br />coon � M c <br />" x� <br />� e—I <br />unzU <br />z� <br />O41O cq <br />O <br />PROFESS/0� <br />c� m <br />No. 53530 <br />�9T <br />CIVIL OQ� <br />F <br />OF CALF <br />EXP. 6/30/23 <br />NEW <br />SUBDIVISION <br />IMPROVEMENTS <br />FOR: <br />JOE <br />DUTRA <br />29384 EAST <br />LONE TREE RD. <br />ESCALON,CA <br />Revisions: <br />Date <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />Title: <br />EROSION <br />AND <br />SEDIMENT <br />CONTROL <br />PLAN <br />Drawn By: T.J.O. <br />Checked By: TJo <br />Scale: AS NOTED <br />Job No. 2022042 <br />Date: July 26, 2023 <br />CAD File Name: <br />2022042 Dutra IPs.dwg <br />Sheet No. <br />C5.0 <br />