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EER N i QY c,P� yd0 h d ib ;W s3a DESIGN CRI7ER4L 2" X 4" - 4' LONG WOOD DESIGN OF THE PUBLIC NOTICE TO BE PLACED ADJACENT TO ALL STORM DR41N INLETS SHALL BE /N STAKE 2 PER BALE OR ACCORDANCE WITH THE DETAIL BELOW. FOR NEW DEVELOPMENT MESSAGE AND SYMBOL SHALL 4' LONG #4 RE84R BE PERMANENTLY PLACED WITH THE USE OF BOMAN/Tf STAMPED INTO 714£ CONCRETE OR O1HER l METHOD APPROVED BY THE CITY ENGINEER FOR REDEVELOPMENT MESSAGE AND SYMBOL SHALL STAKED AND ENTRENCHED yy TIC PAVEMENT MARK/NGS PAINTING SHALL NOT BE STRAW BILE W Q WOOD STAKE ALLOWED FOR NEW DEVELOPMENT£OR REDEVELOPMENT. PAINTING SHALL ONLY BE ALLOWED IN W Q ^ I S D(LSTTNG AREAS FOR COMMUNITY AWARENESS ACI1V11TE5 LETTERS SHALL BE 1-1/2 INCHES /N Cc / ........... HEIGHT OUTSIDE DIMENSION OF PUBLIC N077CE BACKGROUND SHALL FIT KICK OF INLET OR BE ~ STRAW ROLL tll PLACED IN SIDEWALK IMMEDIATELY BEHIND INLET, 8 INCHES BY 24 INCHES MINIMUM. BINDING WIRE LETTERING AND GR4PH1C SHALL BE BLACK W17H GREY BACKGROUND UNLESS APPROVED BY CITY OR 1WINE uj X ENGINEER. DRIVEWAY L:ATCHELAS/NS SHALL HAVE IV077CE /N DRIVEWAY ADJACENT TO THE INLET SEDIMENT LADEN RUN-OFF W Q LL SEDIMENT LADEN RUN-OFF FILTERED RUN-OFF., COMPACTED SOIL Z r PREVENT RUN-OFF Z = FILTERED RUN-OFF.., � :•••COMPACTED SOIL 70 O TO PREVENT RUN-OFF U) (3 C W 4 MIN. CONSTRUCTION SPEC/FlCA71pNS < m NO DUMP/NG Iwo DRAINS TO DELTA 1. BALES SHALL BE PLACED /N A ROW WITH ENDS TIGHTLY ABUTTING. TYPICAL STRAW 2• EACH B41E SHALL BE EMBEDDED /N THE SOIL A MINIMUM OF 4 INCHES. BALE BARRIER DETAIL 0❑� INSPECnON AND MA/NIENANCE. J. BALES SHALL BE SECURELY ANCHORED /N PUCE BY TWO STAKES OR o I� N.T.S. REBUTS DRIVEN THROUGH 714E BALES. THE FIRST STAKE IN EACH BALE TYPICAL STRAW ROLL DETAIL 1. REPAIR OR REPLACE SPLIT TORN, UNRAVELING OR SLUMPING STRAW ROLLS SHALL BE DRIVEN TOWARD THE PREWOSLY LAID BALE TO FORCE N.T.S. THE BALES TOGETHER. \ 2. INSPECT SIR4W ROLLS WHEN RAIN /S FORECAST. FOLLOWING R41N EVENTS AND ITF�g AT LEAST LDVLY DURING PROLONGED RAINFALL, PERFORM REQUIRED MAINTENANCE 4. THE DIKE SHALL BE INSPECTED AFTER EACH STORM, AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. STORM DRAIN SYSTEM SIGNS 5. BALES SHALL BE R04OVED WHEN THEY SERVED THEIR PURPOSE BMP COS—SC3) SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE N.T.S. ` r V STABILIZED WASTE STORAGE AREA CONCRETE TRUCK WASH DOWN AREA 0 1) WHEN WASHING ON-SITE; USE DESIGNATED, BERMED WASH AREAS TO PLACE PERFORATED PVC PREVENT WASHWATER CONTACT *77H STORM WATER, CREEKS, RIVERS, AND OTHER PIPE ACROSS CURB OPEN/NG L` WATER BODIES SEQU 114£ WASH AREA CAN BE SLOPED FOR WASH WATER COLL£C110N TO KEEP LARGE DEBRIS FROM EXIS77NG OPEN ENTERING STORM DRAIN SYSTEM ;;•''DETAIL A O AND SUBSEQUENT INFILIR41/0N INTO THE GROUND. BACK HOOD 2) LOCATE WASHOUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN N07ES O DITCHES-, OR WATER BOD/ES DO NOT ALLOW RUNOFF FROM THIS AREA BY O CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID 1. 114E MAX/MUM DRAINAGE AREA PER FILTER / AND SOLID WASTE. SHALL BE NO MORE THAN 0.8 HECTARES R-20' jbAG tWIDTH (2 ACRES). / WHERE APPLICABLE 3) WASH OUT WASTES INTO THE TEMPORARY PIT WHERE THE CONCRETE 19 CAN SET E�BE BROKEN UP, AND THEN DISPOSED OF PROPERLY. 2. THE FILTER BAG SHALL BE MANUFACTUREDCONTACT FROM LN RESISTANT POLYPROPYLENE 5 CM (y9 AT FRONT W77H A MINIMUM TENS/LE STRENGTH OFNYLON, POLYESTER, OR ETHYLENE FABRIC MINIMUM AND SIDES 50 LBS PER UNEAL FOOT• AN EQUIVALENTS�DEWALK CRUSRB HED RO41-1 CK " A 20 (fLOODAT K SIEVE NAND l ZW17H AT MINIMUM FLOW RATE OF / QJ� RELEASE) 40 GALLONS/MINUTE/SQ. FT. W 7'-8i J. THE FILTER BAG MAY BE SUSPENDED FROM A44XIMUM........ ........... ................... OR HELD IN PUCE BY IX/S77NG INLET W BAG WIDTHLu I GR47E (OR 07HER APPROVED METHOD). J � PRONDING NO MODIFlCA))ON OR DAMAGE a o SHALL. T BDONE TO THE INLET GRATE OR FRAME. 114E INLET GRATE SHALL NOT BE / CAUSED TO REST MORE THAN 1.3 CM (.5/) ABOVE THE INLET FRAME (SEE DETAIL A). OUTLET PIPE o '•' „ �°> '�' ' ,' � '`� ; � 4. THE FILTER BAG MAY EXTEND TO 714E FILTER FABRIC...-............... BOTTOM OF THE INLET BOX PROVIDED THE OUTLET PIPE /S UNOBSTRUCTED. 18” X 24" 5. FLOWS SHALL NOT BE ALLOWED TO BYPASS HAYBAIL (1YP) O THE BAG. THE BAG OR ITS FRAME SHALL 1" TO 3" CQ4RSE.......................... ` 15'-20' THE FLOWS AT ALL SIDES OF THE INLET AGGREGATE ............................... ",,--LOT HINGE POINT � EXCEPT AS SHOWN FOR FZ000 RELEASE o PLAN DETAIL A 6. INLET FILTER BAGS SHALL BE INSPECTED & WEEKLY AND AFTER EACH RAINFALL DURING N " X 2 " 1.3 CM .5" THE WET SEASON AND MONTHLY DURING THE HAYML (I1P) EXIS7TNG DROP MAXIMUM ) DRY SEASON. SEDIMENT AND DEBRIS INLET GR47ESHALL L REMOVED BEFORE FLAT BUILDING ACCUMULATIONS HAVE REACHED ONE THIRD PAD THE DEPTH OF THE BAG. BAGS SHALL B 6" 314"-1 1/2" REPAIRED OR REPLACED AS SOON AS DAMAGE y STABILIZED CONSTRUCTION ENTRANCE SIDEWALK CRUSHED ROCK OCCURS N.T.S. oc oc Luv W of . Joy nog ' T O PROFILE S� f PoiNT w s F INSTALLATION/APPLICATION CRITERIA m 18" X 24" 6 MIL. PLASTIC FILTER BAG- OOPYRR*R ® 2003 THOMPSOH-HYSELL ENOINEERS - CONSTRUCT ON LEM GROUND WHERE POSSIBLE. HAYBNL (lYP) LINER FRAME(OPTIONAL) RAME ' - sroNEs SHOULD BE 1-3 INCHES (°Pno' ) EXISnNG DROP.......... EIGHT MILE ROAD - MINIMUM DEPTH OF STONES SHOULD B£ 6 INCHES OR AS RECOMMENDED BY SOILS ENGINEER. r U-STAPLES INLET FRAME `I OAK GROVE REGIONAL PARK FRONTAGE - LENGTH SHOULD BE 50-FOOT MINIMUM, AND 30-FOOT MINIMUM W!D)H 81GCICI0K GIL/i7111MA - PROVIDE AMPLE TURN/NG RAD!! AS PART OF ENTRANCE REQUIREMENTS t'' EROSION CONTROL DETAILS STORM DRAIN INLET FILTER BAG DETAIL DEPAR- WORKS MAINTENANCE N.T.S. CITY OF�ENT STOCKTON,gUC CAUFORNIA w - INSPECT MONTHLY AND AFTER EACH RAINFALL SECTION 3011 MIN - REPLACE GRAVEL MATERIAL WHEN VOIDS ARE VISIBLE• #3 REBAR (lYP) - REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS W/lHlN 24 HOURS. SHEET NO. - REMOVE GRAVEL AND FILTER FABRIC AT COMPLE71ON OF CONSTRUCTION. « SCALE: AS SHOWN P OVED BY: �� DESIGNED BY: �(( TYPICAL CONCRETE WASH DOWN DETAIL DRAWN BY `� `J ' °Ffd N.T.S. CHECKM BY: UP CITY ENQIN R TOCK ON JOB NO. � K RECORD DWO: - DATE: 122269.02.008 G 8q . �3c..