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L F- -1 F l F - - -� , r r �------- I II II II II II �� I I II II II II II �� i I II II II II II �� i L__ I L__J L - - - J L 1 I IF- o" NI� I 1 I I I W I I +Io L_---� ' I I I I -------_j r----� L -----J L -----J r-------, I r------ I r------1 I I I I I I I I I I I I I I I I I I r L---- i L-----Jr---- I I I I II II II I II L J I II II I I J I— II CONCENTRATED FLOW x-------------- FIBER A ---J L---1 L x SHEETFy t l i 1 1 i I L--- 48"x48" I I ■ I PAINTED WHITE TYPE ■ ■ ■ ■ ■ ■ ■ 2" DETERMINED IN FIELD. ° CONC 6" HEIGHT 2. THE CONCRETE WASHOUT •�0 LAG 1/8" DIA. 4" SIGN SHALL BE INSTALLED SCREWS SCR STEEL WIRE WITHIN 30 FT. OF THE 3' I TEMPORARY CONCRETE3, WOOD POST STAPLE DETAIL r---- ---11IF F--- CONCRETE WASHOUT L NO SCALE F I I I I I I I ILII I I I I I' I L I J I I I I ----J L - - - ILII - SILL -- �I EROSION CONTROL PLAN -STAGE 1 SCALE: 1"=100' PRE -PAVING PRE -UNDER GROUND CONCENTRATED FLOW x-------------- FIBER A ir------------ l l x SHEETFy t l i 1 1 i I L--- 48"x48" I I PLAN ROCK FILTER (USE IF FLOW IS CONCENTRATED) 1 "EDGE OF 101 SEDIMENT TRAP X DRAIN INLET AJi x GEOTEXTILE BLANKET t —SILT FENCE F--- F - - - J F 1 F----' r I -7 -I I II II II II II �� I 13 I II II II II II �� 1 I I I -------J -----J L------ r -1 I I I I I I I I I I I I I I I L -----J L------ �r I I II II it I L I II II II � I FIBER STRAW BALE PLYWOOD F ---- LINING PLAN I L--- 48"x48" F---- I ■ I PAINTED WHITE STABILIZE AREA AND GRADE UNIFORMLY AROUND PERIMETER GEOTEXTILE x `BLANKET �. / 1:1 SLOPES • a I 1 I I I ILII I I I I I I I I ILII I I I I � I I I I ILII I I I I 1 11 X111 I L ----J L----il 11 J ----J L---- JELL -- �I V EROSION CONTROL PLAN -STAGE 2 SCALE: 1"=100' PRE -PAVING POST -UNDER GROUND FENCE 12" MIN 24" MAX X NOTES: 1 yFF? 1. FOR USE IN CLEARED AND GRUBBED AND IN GRADED AREAS. °!pK 2. SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP. 3. FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATION WITH LENGTH ORIENTED TOWARDS DIRECTION OF FLOW. DI PROTECTION -TYPE 2 5E-10 NO SCALE • �• • •I�IIII1' 50' OR 4X THE CIRCUM. OF THE LARGEST VEHICLE TIRE,WHICHEVER IS GREATER Bim 1 WATER SUPPLY & HOSE CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" CORRUGATED STEEL PANELS L n - - - - - - - — ORIGINAL GRADE 12" MIN., UNLESS OTHERWISE FILTER SPECIFIED BY A SOILS FABRIC ENGINEER SECTION A -A CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" FFILTER FABRIC ORIGINAL FGRADE NOTE: — v MANY DESIGNS CAN BE FIELD 12" MIN., UNLESS OTHERWISE SPECIFIED FABRICATED, OR FABRICATED UNITS MAY BE USED. BY A SOILS ENGINEER SECTION 6 - STABILIZED CONSTRUCTION ENTRANCE/OUTLET TIRE WASH TC -(1 )(3) BENCH MARK: PER U.S.G.S. B.M. 19-8 1907-45. LOCATION: NORTHWEST CORNER OF MASONIC BUILDING IN THE TOWN OF WOODBRIDGE. ELEVATION: 45.85 IS MOST CURRENT PER F.E.M.A. DATE SIGNED: Y " • T- ..•(r F---1 F I F F -I r--- - 7 I II II II II II �� 1 I II II II II II �� I X �¢ 1F /� � %( r-- L -----J L--- j�-------, r ----� r---- �I I A I I I I I _ I L--- J r--- L ------J L------ %------- I II II � II L II II I � II I F ---- i L --- F---- 1 L YY LII ILII I I 1 1 f ILII I L____J L_--- ----JL----�L -- e - EROSION CONTROL PLAN -STAGE 3 SCALE: 1"=100' PRE -PAVING & POST -PAVING POST -CONCRETE POST -UNDERGROUND PAVEMENT FLOW SPILLWAY, 1 -BAG HIGH -j SANDBAGS 2 -BAGS HIGH TYPICAL PROTECTION FOR INLET ON SUMP [-EDGE OF PAVEMENT INLET FLOW SPILLWAY, 1 -BAG HIGH) SANDBAGS 2 -BAGS HIGH TYPICAL PROTECTION FOR INLET ON GRADE NOTES: 1. INTENDED FOR SHORT-TERM USE. 2. USE TO INHIBIT NON -STORM WATER FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED. 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC. DI PROTECTION -TYPE 3 5E-10 NO SCALE STAPLES (2 PER BALE) ® STAKE �TYP) NATIVE MATERG (OPTIONA_) s 10 ML BINDING WIRE PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) SECTION B -B [01A 10 MIL FIBER STRAW BALE PLYWOOD PLASTIC LINING PLAN B 48"x48" TYPE ■ NOTES: PAINTED WHITE TYPE ■ ■ ■ ■ ■ ■ ■ F---1 F I F F -I r--- - 7 I II II II II II �� 1 I II II II II II �� I X �¢ 1F /� � %( r-- L -----J L--- j�-------, r ----� r---- �I I A I I I I I _ I L--- J r--- L ------J L------ %------- I II II � II L II II I � II I F ---- i L --- F---- 1 L YY LII ILII I I 1 1 f ILII I L____J L_--- ----JL----�L -- e - EROSION CONTROL PLAN -STAGE 3 SCALE: 1"=100' PRE -PAVING & POST -PAVING POST -CONCRETE POST -UNDERGROUND PAVEMENT FLOW SPILLWAY, 1 -BAG HIGH -j SANDBAGS 2 -BAGS HIGH TYPICAL PROTECTION FOR INLET ON SUMP [-EDGE OF PAVEMENT INLET FLOW SPILLWAY, 1 -BAG HIGH) SANDBAGS 2 -BAGS HIGH TYPICAL PROTECTION FOR INLET ON GRADE NOTES: 1. INTENDED FOR SHORT-TERM USE. 2. USE TO INHIBIT NON -STORM WATER FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED. 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC. DI PROTECTION -TYPE 3 5E-10 NO SCALE STAPLES (2 PER BALE) ® STAKE �TYP) NATIVE MATERG (OPTIONA_) s 10 ML BINDING WIRE PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) SECTION B -B [01A 10 MIL FIBER STRAW BALE PLYWOOD PLASTIC LINING PLAN (�) 48"x48" TYPE 2 SE -10 NOTES: PAINTED WHITE TYPE 3 SE -10 1. ACTUAL LAYOUT BLACK LETTERS 2" DETERMINED IN FIELD. ° CONC 6" HEIGHT 2. THE CONCRETE WASHOUT •�0 LAG 1/8" DIA. 4" SIGN SHALL BE INSTALLED SCREWS SCR STEEL WIRE WITHIN 30 FT. OF THE 3' TEMPORARY CONCRETE3, WOOD POST STAPLE DETAIL WASHOUT FACILITY. 3"x3"x8' CONCRETE WASHOUT WM-8 NO SCALE r-CA:800-227-2600 iv FIBER ROLL 8" MIN. 3/4 x3/4"—� WOOD STAKES MAX. 4' SPACING ENTRENCHMENT DETAIL NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. Ny v " INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE v /iii i 'Wv v y FIBER y y y y yy y ROI;LSI v v y y�M v v VERTICAL SPACING MEASURED ALONG THE FAC %%% 9'r y y OF THE SLOPE VARIES BETWEEN 10' AND 20' y y y FIBER ROLLS SE -5 NO SCALE D E S C R I P T I O N EROSION CONTROL GENERAL NOTES 1. PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL OFFSETS. THE SITE IS DYNAMIC AND CHANGES ON A DAILY BASIS, CHANGES SHOULD BE MADE ACCORDING TO EXISTING CONDITIONS. BECAUSE IT IS IMPOSSIBLE TO PREDICT ALL POSSIBLE SITUATIONS, CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO ENSURE QUALITY CONTROL 2. THE CONTRACTOR SHALL REVIEW THE CURRENT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PROVIDED BY THE OWNER. IT IS THE CONTRACTORS SOLE RESPONSIBILITY FOR CONDUCTING HIS/HER OPERATIONS IN ADHERENCE TO THE SWPPP A COPY OF THE SWPPP SHALL BE KEPT ON SITE AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR ANY FINES, DELAYS, AND/OR DAMAGES RESULTING FROM ANY STATE WATER QUALITY CONTROL BOARD SANCTIONS CAUSED BY THE OPERATION OF THE CONTRACTOR OR HIS/HER SUBCONTRACTORS. 3. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY. THE CONTRACTOR SHALL FOLLOW THESE PLANS UNLESS FIELD CONDITIONS DICTATE MODIFICATION. IF MODIFICATION IS NECESSARY, A SWPPP AMENDMENT MUST BE DONE. THIS MAY REQUIRE MODIFICATION TO THESE DRAWINGS AND ENGINEER CONCURRENCE. 4. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM PAVEMENT OF ROAD. 5. PERIMETER PROTECTION -ALL UNCOMPLETED SIDEWALK, CURB & GUTTER AREAS AND THE FIRST TWENTY FIVE FEET (FROM BACK OF SIDEWALK) OF ROADSIDE LOT PERIMETERS OF FINISHED PADS ARE TO BE PROTECTED WITH AN APPLICATION OF BLOWN STRAW AND ORGANIC BINDER. ITEM LB/ACRE STRAW 4,000 ORGANIC BINDER 200 6. SLOPE PROTECTION -ALL SLOPES OVER 3:1 SHALL BE DESIGNATED TO BE PROTECTED WITH AN APPLICATION OF A TRIPLE STEP PROCESS. INSTALL MATERIALS IN THE FOLLOWING MANNER AND RATE: ITEM LB/ACRE STEP 1: HYDRO MULCH PAPER MULCH 1,500 EROSION MIX SEED 75 SANTA CRUZ MIX AVAILABLE THROUGH HORIZON (916)492-1000 OR APPROVED EQUAL. FERTILIZER (16-20-0) 400 ORGANIC BINDER 150 STEP 2: BLOWN STRAW STRAW/WHEAT 3,000 OR RICE STRAW STEP 3: HYDRO -TACK PAPER MULCH 500 ORGANIC BINDER 150 7. ALTERNATE INLET PROTECTION SHALL BE USED ON ROADS OPEN TO THE PUBLIC IF ANY HAZARDOUS MATERIALS OR WASTES WHICH HAVE BEEN TREATED, STORED, DISPOSED, SPILLED, OR LEAKED IN SIGNIFICANT QUANTITIES ONTO THE CONSTRUCTION SITE, THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE THEM FROM THE SITE AND DISPOSE OF PROPERLY. 8. CHLORINATED OR DECHLORINATED WATER SHALL NOT BE DISCHARGED INTO THE STORM DRAIN SYSTEM. THE CONTRACTOR MAY DISPOSE THIS WATER INTO THE SANITARY SEWER SYSTEM UPON APPROVAL BY THE GOVERNING AGENCY. 9. THE CONTRACTOR SHALL KEEP MAINTENANCE, INSPECTION, AND REPAIR PROCEDURES TO ENSURE THAT ALL GRADED SURFACES, WALLS, BERMS, DRAINAGE STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER CONTROLS ARE MAINTAINED IN GOOD AND EFFECTIVE CONDITION AND ARE PROMPTLY REPAIRED OR RESTORED WHEN NECESSARY. ANY DEWATERING WATER SHALL NOT BE DISCHARGED DIRECTLY INTO THE STORM WATER SYSTEM, AND SHALL NOT BE DISCHARGED INTO THE SEWER SYSTEM. 10. ALL DEWATERING WATER MUST BE CHANNELED THROUGH AN APPROVED SEDIMENT BARRIER PRIOR TO THE WATER ENTERING THE STORM SYSTEM. 11. PAVEMENT CLEANING- FLUSHING OF STREETS/ PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS PROPER SEDIMENT CONTROLS ARE USED. PREFERABLY, AREAS REQUIRING CLEANING SHOULD BE SWEPT. 12. ALL INLETS AND CATCH BASINS SHALL BE STENCILED WITH THE APPROPRIATE AGENCY SPECIFIC "NO DUMPING - DRAINS TO RIVER". 13. ANY CONSTRUCTION ACTIVITY THAT RESULTS IN THE DISTURBANCE OF AT LEAST ONE ACRE OF SOIL SHALL REQUIRE A STATE NPDES CONSTRUCTION PERMIT. 14. ALL CONSTRUCTION TRAFFIC ENTERING PAVED ROADWAY SHALL CROSS THE STABILIZED CONSTRUCTION ENTRANCE. SYMBOL DESCRIPTION FIBER ROLLED WATTLE SE -5 0 UNCOMPLETED DRAIN INLET PROTECTION TYPE 2 SE -10 ® DRAIN INLET PROTECTION TYPE 3 SE -10 ENGINEERIN6,INC. m WMWOOD ESTATES EROSION CONTROL PLAN OF: • Civil Engineering • Land Surveying • Structural Engineering • Planning 4045 Coronado Avenue • Stockton, CA 95204 209 943-2021• Fax: 209 942-0214 STABILIZED CONSTRUCTION ENTRANCE TC -(1)(3) CONCRETE WASHOUT WM-8 DRAWN BY: DJA SCALE: AS SHOWN DATE: 08722706 SHEET OF C-15 R.C.E. NO.: 62498 JOB N0. 04251 09/2007 DRAWING FILE EXP DATE: G- 15 1 l