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<br /> © \ I EROSION CONTROL GENERAL NOTES S I E G F R I E D
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<br /> 1. PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL OFFSETS. THE SITE IS DYNAMIC AND CHANGES ON A DAILY BASIS, 3428 Brookside Road
<br /> CHANGES SHOULD BE MADE ACCORDING TO EXISTING CONDITIONS. BECAUSE IT IS IMPOSSIBLE TO PREDICT ALL POSSIBLE SITUATIONS, Stockton,California 95219
<br /> L 3131 31310 \ I I CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO ENSURE QUALITY CONTROL. 209-943-2021
<br /> Fax: 209-942-0214
<br /> 2. THE CONTRACTOR SHALL REVIEW THE CURRENT STORM WATER POLLUTION PREVENTION PLAN SWPPP IT IS THE CONTRACTORS SOLE
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<br /> 0 0 \ ® i I RESPONSIBILITY FOR CONDUCTING HIS/HER OPERTATIONS IN ADHERANCE TO THE SWPPP.THE CONTRACTOR IS RESPONSIBLE FOR ANY
<br /> W - FINES, DELAYS,AND/OR DAMAGES RESULTING FROM ANY STATE WATER QUALITY CONTROL BOARD SANCTIONS CAUSED BY THE
<br /> OPERATION OF THE CONTRACTOR OF HIS/HER SUBCONTRACTORS.
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<br /> l I \ C 3. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY.THE CONTRACTOR SHALL FOLLOW THESE PLANS
<br /> \ / UNLESS FIELD CONDITIONS DICTATE MODIFICATION. IF MODIFICATION IS NECESSARY,A SWPPP AMENDMENT MUST BE DONE.THIS MAY S/0
<br /> II I REQUIRE MODIFICATION TO THESE DRAWINGS AND ENGINEER CONCURRENCE. )FES
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<br /> \ I 4. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE FILTER DEPTH HAS BEEN FILLED.
<br /> =19.5 -� Ij - REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SEDIMENT w / �' H
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<br /> AND SHALL BE IMMEDIATELY REMOVED FROM PAVEMENT OF ROAD. ✓I,
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<br /> I / 5. UNFINISHED AND DISTURBED ARE TO BE PROTECTED WITH AN APPLICATION OF BLOWN STRAW AND ORGANIC BINDER.
<br /> � \ / \ I ITEM LB/ACRE OFC
<br /> STRAW 4,000
<br /> ORGANIC BINDER 200 DATE SIGNED: 01/28/22
<br /> Lq U� o � o 4-) o h U� o U� o U� �� 7 6h �p ✓ 6. ALTERNATE INLET PROTECTION SHALL BE USED ON ROADS OPEN TO THE PUBLIC IF ANY HAZARDOUS MATERIALS OR WASTES WHICH
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<br /> HAVE BEEN TREATED,STORED, DISPOSED,SPILLED, OR LEAKED IN SIGNIFICANT QUANTITIES ONTO THE CONSTRUCTION SITE,THE
<br /> I I I I I � J \ � ��\ � \ J� \ I I ( \ I � j CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE THEM FROM THE SITE AND DISPOSE OF PROPERLY.
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<br /> ' \ �/ � ` \ � \' ❑ \ I // ° 1 I 7. CHLORINATED OR DECHLORINATED WATER SHALL NOT BE DISCHARGED INTO THE STORM DRAIN SYSTEM.THE CONTRACTOR MAY
<br /> DISPOSE THIS WATER INTO THE SANITARY SEWER SYSTEM UPON APPROVAL BY THE GOVERNING AGENCY.
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<br /> 8. THE CONTRACTOR SHALL KEEP MAINTENANCE, INSPECTION,AND REPAIR PROCEDURES TO ENSURE THAT ALL GRADED SURFACES,
<br /> WALLS, BERMS, DRAINAGE STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES,AND OTHER CONTROLS ARE
<br /> � �. � � � � \ MAINTAINED IN GOOD AND EFFECTIVE CONDITION AND ARE PROMPTLY REPAIRED OR RESTORED WHEN NECESSARY.ANY DEWATERING
<br /> WATER SHALL NOT BE DISCHARGED DIRECTLY INTO THE STORM WATER SYSTEM, AND SHALL NOT BE DISCHARGED INTO THE SEWER
<br /> SYSTEM.
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<br /> 9. ALL DEWATERING WATER MUST BE CHANNELED THROUGH AN APPROVED SEDIMENT BARRIER PRIOR TO THE WATER ENTERING THE
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<br /> 0-14 STORM SYSTEM.
<br /> I I 10. PAVEMENT CLEANING-FLUSHING OF STREETS/PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS
<br /> BUILDING I \ PROPER SEDIMENT CONTROLS ARE USED. PREFERABLY,AREAS REQUIRING CLEANING SHOULD BE SWEPT.
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<br /> 11. ALL STOCKPILES OF MATERIALS THAT ARE NOT GOING TO BE USED FOR 14 DAYS SHALL BE COVERED.
<br /> `j \ I 12. CONTRACTOR TO USE BEST MANAGEMENT PRACTICES BMPs THROUGHOUT CONSTRUCTION. USE ALL BMPs THAT APPLY TO THE
<br /> \ I PROJECT, INCLUDING BUT NOT LIMITED TO THE FOLLOWING BMPs:
<br /> (I C6 o o' 7& a; O A. DRAIN INLET PROTECTION-CALIFORNIA STORMWATER BMP HANDBOOK SECTION SE-10
<br /> ` B. SOLID WASTE MANAGEMENT-CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-5
<br /> C. MATERIAL STORAGE-CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-1
<br /> D. PAVING-CALIFORNIA STORMWATER BMP HANDBOOK SECTION NS-3
<br /> E. DUST CONTROL, SEDIMENT CONTROL, EROSION CONTROL AND CONCRETE WASHOUT AREAS-SHOWN ON THIS SHEET
<br /> BUILDING H I WITH DETAILS
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<br /> 13. CONTRACTOR SHALL INSTALL DRAIN INLET PROTECTION FOR ALL CATCH BASINS LOCATED IN THE VICINITY OF WORK.THIS INCLUDES
<br /> J .J / > I I \ J ' / I ANY CATCH BASINS LOCATED IN THE PUBLIC RIGHT-OF-WAY,AS WELL AS ANY ON-SITE CATCH BASINS LOCATED IN THE PARKING LOT.
<br /> - I I 14. CONTRACTOR SHALL ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT DEPOSIT SEDIMENT ONTO THE PARKING LOT OR PUBLIC
<br /> ROADWAY, SIDEWALK,AND GUTTERS.
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<br /> \ / / 15. CONTRACTOR SHALL USE STREET SWEEPING OR OTHER DRY-SWEEPING METHOD,AS NECESSARY,TO REMOVE D EVELOPM ENT
<br /> CONSTRICTION-RELATED SEDIMENTS FROM PAVEMENT IN PROJECT AREA PARKING LOT AND PUBLIC SIDEWALKS, GUTTERS,AND 450 Newport Center Drive, Suite 230
<br /> \ 3 r I \ 3 3 / + I i ROADWAY. Newport Beach, CA 92660
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<br /> Ia� V_j L I 16. CONTRACTOR SHALL SCHEDULE WORK FOR DRY-WEATHER DAYS WHEN NO RAIN IS IN THE IMMEDIATE FORECAST.
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<br /> }� EROSION CONTROL LEGEND
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<br /> TRACY, CA 95304
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<br /> RIM 20,82 E O FIBER ROLLED WATTLE, SEE DETAIL 1
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<br /> NIV�,Q4012'N ' - -- `-- - - - + + ❑0 GRAVEL BAG FILTER AT DROP INLET,
<br /> SEE DETAIL 2
<br /> MILESTONES:
<br /> EROSION CONTROL PLAN
<br /> STABILIZED CONSTRUCTION ENTRANCE, 28 JANUARY 2022
<br /> 1" = 50' 0' 25' 50' 100' BUILDING DEPARTMENT SUBMITTAL
<br /> 3 CONTRACTOR TO DETERMINE SIZE&LOCATION,
<br /> SEE DETAIL 3
<br /> SCALE: V=50'
<br /> O CONCRETE WASHOUT, CONTRACTOR TO
<br /> Fill DETERMINE LOCATION,SEE DETAIL 4
<br /> REVISIONS:
<br /> FIBER ROLL CRUSHED AGGREGATE GREATER
<br /> SLOPE% ROLL SPACING 8" MIN. THAN 3"BUT SMALLER THAN 6"
<br /> 0-25 50 FT (MIN.) GRATE EXISTING DRAINAGE 10'MIN
<br /> 12"LAP MIN. CORRUGATED STEEL PANELS STAPLES
<br /> J SOF (2 PER BALE) 10 ML
<br /> 0 25-50 15 FT E EXISTING RUNOFF WATER DITCH TO CARRY RUNOFF TO A ® ® ® ® ® ® ® BINDING
<br /> ARIES ORIGINAL PLASTIC LINING
<br /> 0 50%OF 10 FT -� C
<br /> GREATER AC PAVING WITH SEDIMENT SEDIMENT TRAPPING DEVICE WIRE
<br /> 0 2"MIN. GRADE STAKE
<br /> Z 4..MAX. IFI I I I I I I I I � � /
<br /> (TYP)
<br /> 0 _ 0 20'R 12"MIN., UNLESS OTHERWISE FILTER STRAW
<br /> No NOTE: 12" 12"LAP - olop ���� MIN. SPECIFIED BY A SOILS FABRIC Lu BALE
<br /> W INSTALL FIBER ROLL MIN. (MIN.) QP�`�\ _�' A ENGINEER
<br /> WOOD OR
<br /> ALONG A LEVEL CONTOUR. 4' + _ ��� SECTION A-AL NATIVE MATERIAL METAL STAKES
<br /> MAX. / \� MAXIMUM BAG / P`c� (OPTIONAL) (2 PER BALE)
<br /> 4, 3/4"x3/4" DEPTH AT TOP OF FILTER
<br /> MAX. WOOD STAKES I 1 DRAIN BAG 20'R MIN. A SECTION B-13
<br /> V MAX.4'SPACING
<br /> WASH RACKB STRAW BALE
<br /> w EXISTING CROSS PLYWOOD
<br /> V) Ilw FIBER ENTRENCHMENT DETAIL DRAINAGE \ 50'OR 4X THE CIRCUM. 10 MIL PLAN (TYP) 48"x48"
<br /> 0 ROLLS MAX. GRATE / FILTER PLASTIC
<br /> /_ � t f= � FILTERED ��4DRAIN
<br /> OF THE LARGEST VEHICLE TIRE, � PAINTED WHITE
<br /> I,I ,, WHICHEVER IS GREATER B 12 MIN. CRUSHED AGGREGATE LINING NOTES:
<br /> 4' S RUNOFF GREATER THAN 3 BUT 1. ACTUAL LAYOUT BLACK LETTERS
<br /> V) MAX. SMALLER THAN 6" 2" DETERMINED IN FIELD. CONCRETE ° 6" HEIGHT
<br /> CD III INSTALL A FIBER ROLL 1/8"0 WASHOUT
<br /> ZI'I NEAR SLOPE WHERE IT EXISTING
<br /> o VERTICAL SPACING FILTER FABRIC ORIGINAL S 2. THE CONCRETE WASHOUT ° 0.5"LAG
<br /> TD MEASURED ALONG THE FACE TRANSITIONS INTO A C TEEL WIRE DRAIN NOTE: 4
<br /> CROSS
<br /> NOF THE SLOPE VARIES STEEPER SLOPE DRAIN INLET MANY DESIGNS CAN BE FIELD GRADE SIGN SHALL BE INSTALLED 3' SCREWS
<br /> z BETWEEN 10'AND 20' WITHIN 30 FT.OF THE FABRICATED,OR FABRICATED STAPLE DETAIL TEMPORARY CONCRETE 3' WOOD POST
<br /> UNITS MAY BE USED. 3"0"x8'
<br /> r PLAN VIEW SECTION C-C 12"MIN., UNLESS OTHERWISE SPECIFIED WASHOUT FACILITY.
<br /> z BY A SOILS ENGINEER
<br /> w TYPICAL FIBER ROLL INSTALLATION SECTION B-B
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<br /> STABILIZED CONSTRUCTION PROJECT: 17017
<br /> r 1 FIBER ROLLS 2 GRAVEL BAG FILTER AT DROP INLET 3 ENTERANCE/OUTLET IIIIITIRE WASH 4 CONCRETE WASHOUT I F:\17projects\17017HollySugarindustrial\Improvement
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<br /> SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS
<br /> • pans nsite 7-C - PLAN.dwg
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<br /> PLAN.dwg
<br /> z DATE: 1/28/2022
<br /> DRAWN BY: LSF/MWK
<br /> CDM
<br /> SHEET TITLE:
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<br /> EROSION CONTROL PLAN
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<br /> 0 cD Know what's below.
<br /> fl- Call before you dig. C6mO
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<br /> UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1
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