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�_ 36 CIA (14") MIN. <br />___ _ ___ _ __ = 25 MM (1")MIN. <br />STRAW BALES STRAW BALES <br />950 MM 60 MIL POLYETHYLENE <br />8'I MIN. <br />_ 0MM <br />_ <br />(18.)MIN. E0 X50MM <br />A ! A SWMM $TAKES ORg4 J4LARS <br />36") MIN. 2 PER ME TYP. <br />,'," <br />oNCBET WASHOUT SECTION A -A <br />=---==- ---==- =-==== SIGN �soo MM <br />STORM WATER <br />(24') MIN. <br />BALE CONFIGURATION <br />PROTECTION PLAN <br />1 I � <br />T. <br />F� <br />THIS SECTION REMOVED FOR <br />GUPHICALREPRESENTADON <br />NOTES: ONLY. STRAW BALE PERIMETER <br />1.) FACE SIGN TOWARD NEAREST STREET OR SHALLEECONTIN000S. <br />r. CONCRETE WASHOUT <br />ACCESS POIWASH <br />2.) CONCRETE WASHOUT SHALL BE LOCATED <br />BEHIND THE CURB AND 1E M (ID FT.) <br />MINIMUM FROM DRAINAGE INLETS OR <br />WATERCOURSES <br />FILTER BAG FILTER BAG NOTES <br />PLACEMENT AT TYPE PLACEMENT AT TYPE I. THE MAXIMUM DRAINAGGAREA PER FILTER <br />B AND E DROP INLETS A, C, D, & F DROP INLETS SHALL BENOMORETHAND.EECTARES(2 <br />ACRES). <br />AND PARKING LOTS <br />EXISTINGOPEN 2.THE FILTER BAG SHALL BE MANUFACTURED <br />5 CM (H°) TAIL A EXISTING DROP ESISTANTPOLVPROPYLENE NYLON, <br />HALK HDDD Ly ETHYLENE FABRIC HPER <br />THERACCEPTEDTED <br />GRAVELTCON CONTROL <br />SEDIMENT CONTROL BMP. PLACE RAGS <br />INLET GRATE MINIMU MTENSILESTRENCTH OFRD LBSOR <br />DAM DETAIL A LINEAL FOOT,, AN EDUIVALENT OPENING s¢E <br />TIGHT AGAINST FACE OF CURB. <br />�MINDAM <br />CURB NOT CREATE THAN 2051EVE ANGIMTHA <br />MINIMUM FLOW RATE GF 1 <br />BACK OF CURB <br />GALLDNSRAINUTE50 FT. <br />FACE OF CURB SEE NOTE 2 <br />FROM <br />E B RE SUSPENDEDINLET <br />a, . a. , 3 OR HELD IN BAGPLACE <br />L <br />L MINIMUM " EL( IN PUGS BY THE IXIBTIN ODGE <br />1, .T GRATE (OR GTHER APPROVEDMETHOD), <br />�, HAG WIDTN ;r. NOMODIFICATION ORDAMAGE <br />5 CM (HALK S SR­ <br />MININUM GRATE) CONTACT DONE TO INLET GRATE OR <br />FRAMETO INETMRATESHALLNOTBE <br />AT HALK 2 AT FRONT <br />REST MOME(SE <br />FLOW <br />(FLOOD \ AND SIDES ALL SIDE ABOVE THE INLET FRAME (SEE DETAIL A). <br />ALL SIDE ABOVCAUSE THE DETAIL A) <br />45° <br />RELEASE) <br />4.THE FILTER BAG MAY EXTEND O THE <br />BOTTOM OFT HE INLETBOX EDTHE <br />BAG <br />BRG DEPTH OUTLET PIPE IS UNOBSTRUCTED. <br />TEED. <br />LIP OF GUTTER <br />6 FLOWS SHALL NOT BE ALLOWED TO BYPASS <br />THE BAG.THEBAGORITSFRAMESHAUL <br />DRAINAGE INLET <br />OUTLET PIPE <br />CATCH FLOWS AT ALL SIDES OF THE INLET, <br />CUTLET PIPE EXCEPT AS SHONT FOR FLOOD RELEASE. <br />WITH FILTER BAG <br />DETAIL A <br />1.3 CM GY) 61NLErFl IFEBAGSSHALLBEINSPECTEO <br />EXISTING DROP ERFACHRAINFALLDURIrvc <br />INLET GRAT �MAXINUM THEANCMDNTHLYDURINC THE <br />NOTES: INLET BED <br />DoaEa�uM mils sRAu <br />1.) SEDIMENT PLAN VIEW <br />UPSTREAM OF CONTROL <br />IONS HAVE <br />BERIRD THE DEPTH OF THE BAG. <br />CONTROL <br />SEDIMENT CONTROL BMP SHALL BE <br />EPAIRED OR REPUCEDAS <br />REMOVED WEEKLY AND PRIOR TOA <br />RAINFALL EVENT. <br />SOON As DAMAGE OCCURS. <br />2.)P-ACE BMP'S TIGHTLY TOGETHER AT <br />FILTER H <br />JOINTS TO PREVENT OR MINIMIZE <br />FRAME EXISTING DROP STORM DRAIN INLET <br />SEEPAGE AT JOINTS. <br />(OPTIMAL) INLET FRAME FILTER BAG <br />THIS IS AN <br />COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />IMPORTANT NOTICE <br />- <br />_"I . N' <br />C.Y Ra, <br />CAAIII <br />PlannENG-p..'08 ," <br />REV <br />DESCRIPTION <br />DATE <br />DESIGN: N.PE <br />Section M 4216/4217 of the Government Code requires a <br />o pN��E�s�smaluom <br />-a ww,v.plaoocn9.com <br />0 <br />ISSUE FOR PERMIT <br />07042026 <br />/ / <br />Dig Alert Identification Number to be issued before a <br />PROJjj: JB2400233 <br />DRAWN BY: MZ.PE <br />"Permit to Excavate" will be valid For your Dig Alert I.D. <br />eD <br />DRAWN BY: <br />CALL TOLL FREE <br />CONSTRUCTION TYPE: BORE <br />APPROVED: <br />48 HOURS BEFORE YOU DIG <br />SYSTEM: STOCKTON <br />UNDERGROUND SERVICE ALERT <br />APPROVED: <br />1-800-227-2600 <br />NODE: SHEET: 3 OF 7 <br />