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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
<br /> 0 0 \ ® i I RESPONSIBILITY FOR CONDUCTING HIS/HER OPERTATIONS IN ADHERANCE TO THE SWPPP.THE CONTRACTOR IS RESPONSIBLE FOR ANY www•siegfriedeng.com
<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 /> III I � 3. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY.THE CONTRACTOR SHALL FOLLOW THESE PLANS
<br /> \' I' NM;8;936 N UNLESS FIELD CONDITIONS DICTATE MODIFICATION. IF MODIFICATION IS NECESSARY,A SWPPP AMENDMENT MUST BE DONE.THIS MAY
<br /> REQUIRE MODIFICATION TO THESE DRAWINGS AND ENGINEER CONCURRENCE. SCH� l
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<br /> 4. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE FILTER DEPTH HAS BEEN FILLED.FF]
<br /> i � =19.5 -� / - REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SEDIMENT� II 19.0- 5 � � 1 m
<br /> 1a ( AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM PAVEMENT OF ROAD. �' ✓I,
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<br /> 5. UNFINISHED AND DISTURBED ARE TO BE PROTECTED WITH AN APPLICATION OF BLOWN STRAW AND ORGANIC BINDER.
<br /> \ I ITEM LB/ACRE �FQF CN0A
<br /> D ® I. I STRAW 4,000
<br /> - / / ® ORGANIC BINDER 200 DATE SIGNED: 09/13/22
<br /> rn � o � o LO o h o � o � 10 o c0' �p-3 �� �,n o � 11 o. 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 /> L-7- HAVE BEEN TREATED,STORED, DISPOSED,SPILLED, OR LEAKED IN SIGNIFICANT QUANTITIES ONTO THE CONSTRUCTION SITE,THE
<br /> D 7\ / \J \ I I ( 1 I 1 j CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE THEM FROM THE SITE AND DISPOSE OF PROPERLY.
<br /> ❑ I I ' \ / ` \ I / / o I 7. CHLORINATED OR DECHLORINATED WATER SHALL NOT BE DISCHARGED INTO THE STORM DRAIN SYSTEM.THE CONTRACTOR MAY
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<br /> 7& ; j� uQ o o rn' I I 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 /> J MAINTAINED IN GOOD AND EFFECTIVE CONDITION AND ARE PROMPTLY REPAIRED OR RESTORED WHEN NECESSARY.ANY DEWATERING
<br /> 1 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
<br /> \ ' \ STORM SYSTEM.
<br /> 10. PAVEMENT CLEANING-FLUSHING OF STREETS/PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS
<br /> BUILDING I J PROPER SEDIMENT CONTROLS ARE USED. PREFERABLY,AREAS REQUIRING CLEANING SHOULD BE SWEPT.
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<br /> j j ✓ 11. ALL STOCKPILES OF MATERIALS THAT ARE NOT GOING TO BE USED FOR 14 DAYS SHALL BE COVERED.
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<br /> / f J \ I _ I 12. CONTRACTOR TO USE BEST MANAGEMENT PRACTICES(BMPs)THROUGHOUT CONSTRUCTION. USE ALL BMPs THAT APPLY TO THE
<br /> \ + PROJECT, INCLUDING BUT NOT LIMITED TO THE FOLLOWING BMPs:
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<br /> (I C6 o \ ��6 rn I 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 j /� v 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 / / > \ 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 /> / / / // II \ I, I I I 14. CONTRACTOR SHALL ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT DEPOSIT SEDIMENT ONTO THE PARKING LOT OR PUBLIC
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<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
<br /> I I I CONSTRICTION-RELATED SEDIMENTS FROM PAVEMENT IN PROJECT AREA PARKING LOT AND PUBLIC SIDEWALKS, GUTTERS,AND 450 Newport Center Drive, Suite 230
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<br /> RIF 3 // I I ROADWAY. Newport Beach, CA 92660
<br /> / Ian 16. CONTRACTOR SHALL SCHEDULE WORK FOR DRY-WEATHER DAYS WHEN NO RAIN IS IN THE IMMEDIATE FORECAST.
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<br /> _ - . - : - , =ft� �8.5��7. rs _ _ �- ;' RM2H EROSION CONTROL LEGEND
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<br /> 5 0 5 RI 18� 5� KEY NOTE SYMBOL DESCRIPTION
<br /> INV 0.9710"E fi 10' INV i6.4712"E
<br /> - - - ARBOR AVENUE ____
<br /> 190, _ �9S r�� \�9s �o X20. -21.0-21.0- DIAR 9375 SUGAR RD
<br /> 18 5_ .- - IN�;5,8;z''E O FIBER ROLLED WATTLE, SEE DETAIL 1 TRACY, CA 95304
<br /> =17.0= -- =17.5- .�1 17.5= 17.518.0 1r = =18.0 - _=18.0- _ =18. 1 ,\ G ",�.�,� 20 ® /
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<br /> "°'°.32'2"" IRIMNV 17.60 -� - � --- - - - - + - GRAVEL BAG FILTER AT DROP INLET,
<br /> INV,OA9,2"" 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: 1"=50'
<br /> O CONCRETE WASHOUT, CONTRACTOR TO
<br /> Fill DETERMINE LOCATION,SEE DETAIL 4
<br /> REVISIONS:
<br /> 06-1 1-22
<br /> 0 FC I CORRECTION5
<br /> 09-14-22
<br /> 1 FC 2 CORRECTIONS
<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 AC PAVING WITH SEDIMENT SEDIMENT TRAPPING DEVICE WIRE
<br /> U GREATER 2"MIN. -- GRADE STAKE
<br /> Z 4..MAX. � � /
<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 /> Ll INSTALL FIBER ROLL MIN. (MIN.) � QP�`�j ��_�' �q � 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. A71 F SECTION B-B
<br /> r- MAX.4'SPACING IR
<br /> WASH RACK g STRAW BALE
<br /> w I11 EXISTING CROSS PLYWOOD
<br /> V) IIw FIBER ENTRENCHMENT DETAIL DRAINAGE \ �4DRAIN 50'OR 4X THE CIRCUM. 10 MIL PLAN (TYP) 48"x48"
<br /> o ROLLS MAX. GRATE / FILTER PLASTIC
<br /> t f= FILTERED OF THE LARGEST VEHICLE TIRE, PAINTED WHITE
<br /> WHICHEVER IS GREATER B 12 MIN. CRUSHED AGGREGATE LINING NOTES:
<br /> 4' S RUNOFF GREATER THAN 3 BUT 1. ACTUAL LAYOUT BLACK LETTERS
<br /> c=n MAX. SMALLER THAN 6" 2" DETERMINED IN FIELD. CONCRETE ° 6" HEIGHT
<br /> CD III INSTALL A FIBER ROLL 1/8"0 WASHOUT
<br /> Z I'I NEAR SLOPE WHERE IT EXISTING STEEL WIRE
<br /> o VERTICAL SPACING FILTER FABRIC ORIGINAL S �� 2. THE CONCRETE WASHOUT ° 0.5"LAG
<br /> MEASURED ALONG THE FACE TRANSITIONS INTO A C DRAIN NOTE: 4
<br /> TD CROSS GRADE SIGN SHALL BE INSTALLED 3' SCREWS
<br /> NOF THE SLOPE VARIES STEEPER SLOPE DRAIN INLET MANY DESIGNS CAN BE FIELD WITHIN 30 FT.OF THE
<br /> Z BETWEEN 10'AND 20' FABRICATED,OR FABRICATED STAPLE DETAIL TEMPORARY CONCRETE 3' WOOD POST
<br /> UNITS MAY BE USED. 3"x3"x8'
<br /> 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 /> f:\17projects\17017 holly sugar industrial\improvement
<br /> N &LIBER ROLLS 2 GRAVEL BAG FILTER AT DROP INLET 3 ENTERANCE/OUTLET IIIIITIRE WASH 4 CONCRETE WASHOUT FILE: plans\BUILDINGSH&I\Onsite\17017-C6.0-EROSIONCPONNTRdOLL
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<br /> M SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS
<br /> z DATE: 9/13/2022
<br /> DRAWN BY: LSF/MWK
<br /> CDM
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<br /> o • / ' \ SHEET TITLE:
<br /> _ ALL WORK ASSOCIATED EROSION CONTROL PLAN
<br /> WITH BUILDING H SHALL BE
<br /> N 4o PERFORMED UNDER
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<br /> Know what's below. BUILDING PERMIT #2202552
<br /> 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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