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STORM WATER <br />PROTECTION PLAN <br />GRAVEL BAGS) OR OTHER ACCEPTED <br />SEDIMENT CONTROL BMP. PLACE BAGS <br />TIGHT AGAINST FACE OF CURB. <br />1-- 35 CM (141 MIN. <br />BALE CONFIGURATION <br />F; <br />THIS SECTION REMOVED FOR <br />GRAPHICAL REPRESENTATION <br />NOTES: ONLY. BMW BALE PERIMETER <br />1.) FACE SIGN TDWARD NEAREST STREET OR SHALL BE CONTINUOUS. <br />ACCESS POINT. CONCRETE WAS <br />2.) CONCRETE WASHOUT SHALL BE LOCATED <br />BEHIND THE CURB AND 15 M (50 FT.) <br />MINIMUM FROM DRAINAGE INLETS OR <br />WATERCOURSES <br />FILTER BAG <br />PLACEMENT AT TYPE <br />B AND E DROP INLETS <br />EXISTING OPEN 5 LM (2') <br />BACK OF CURB 1 BACK Moon —1 MINIMUM <br />FACEFACE OF CURB <br />�'1�40(411* <br />NNW <br />FLOW 5 CM (2745° ~ MINIMUMAT K (FLOODAN➢ SIDES <br />RELEASE) <br />MAXIMUM I <br />LIP OF GUTTER BAG DEPTH <br />DRAINAGE INLET <br />WITH FILTER BAG <br />NOTES <br />1.) SEDIMENT TRAPPED UPSTREAM OF <br />SEDIMENT CONTROL BMP SHALL BE <br />REMOVED WEEKLY AND PRIOR TO A <br />RAINFALL EVENT. <br />2.) PLACE BMP'S TIGHTLY TOGETHERAT <br />JOINTS TO PREVENT OR MINIMIZE <br />SEEPAGE AT JOINTS. <br />EXISTII <br />INLET SEDIMENT INLET <br />PLAN VIEW CONTROL <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: N.PE REV I DESCRIPTION DATE <br />0 ISSUE FOR PERMIT 07/14/2023 <br />DRAWN BY: SQ.IB <br />APPROVED: <br />APPROVED: <br />APPROVED: <br />FILTER <br />FRAME <br />(OPTION <br />IMPORTANT NOTICE <br />Section # 4216/4217 of the Government Code requires a <br />Dig Alert Identification Number to be issued before a <br />"Permit to Excavate" will be valid For your Dig Alert I.D. <br />CALL TOLL FREE <br />48 HOURS BEFORE YOU DIG <br />UNDERGROUND SERVICE ALERT <br />1-800-227-2600 <br />OUTLET PIPE <br />DETAIL A <br />.1.3 CM (5') <br />MAXIMUM <br />A <br />C <br />A <br />FILTER BAG <br />25 MM (11 MIN. <br />STRAW BALES <br />A, C, D, & F DROP INLETS]' <br />SHALL 1110 MOETHAN 8HEcARESP <br />3TRAW BALE3 <br />AND PARKING LOTS <br />450 MM <br />SB MIL POLYETHYLENE <br />2.THE FILTER BAG SHALL BE MANUFACTURED <br />EXISTING DROP <br />(1ST MIN. <br />INLET GRATE <br />POLYESTER OR ETHYLENE FABRIC PATH <br />A <br />450 MM <br />CNOT <br />GREATER THANA SIEVE AND WTHA <br />(ISI MIN. <br />50X SO MM (?' XY) <br />A <br />900 MM <br />3.THEFUER BESUSPENOEo FROM <br />STAKES OR B4 J -BARS <br />J(M <br />MIN. <br />GRATE (OR WE-0METHOD) <br />2PER BALE TYP. <br />NOOTHER MODIFIC <br />PRONDINGNOMOTHEITIONORDAMAGE <br />SHALLBEDONE THEINLETGRATEoR <br />tSIDE <br />T <br />FRAME THE INLET GRATE SHALLNOT BE <br />ONGRETE <br />CAUSETO RESTMORETHE 13MM <br />M❑NAEVETEINLETFRAME1sEEETNLn�LL4. <br />w"o OOT <br />TE FILTER BAG MAY EXTEND TO THE <br />SECTION A -A <br />F; <br />THIS SECTION REMOVED FOR <br />GRAPHICAL REPRESENTATION <br />NOTES: ONLY. BMW BALE PERIMETER <br />1.) FACE SIGN TDWARD NEAREST STREET OR SHALL BE CONTINUOUS. <br />ACCESS POINT. CONCRETE WAS <br />2.) CONCRETE WASHOUT SHALL BE LOCATED <br />BEHIND THE CURB AND 15 M (50 FT.) <br />MINIMUM FROM DRAINAGE INLETS OR <br />WATERCOURSES <br />FILTER BAG <br />PLACEMENT AT TYPE <br />B AND E DROP INLETS <br />EXISTING OPEN 5 LM (2') <br />BACK OF CURB 1 BACK Moon —1 MINIMUM <br />FACEFACE OF CURB <br />�'1�40(411* <br />NNW <br />FLOW 5 CM (2745° ~ MINIMUMAT K (FLOODAN➢ SIDES <br />RELEASE) <br />MAXIMUM I <br />LIP OF GUTTER BAG DEPTH <br />DRAINAGE INLET <br />WITH FILTER BAG <br />NOTES <br />1.) SEDIMENT TRAPPED UPSTREAM OF <br />SEDIMENT CONTROL BMP SHALL BE <br />REMOVED WEEKLY AND PRIOR TO A <br />RAINFALL EVENT. <br />2.) PLACE BMP'S TIGHTLY TOGETHERAT <br />JOINTS TO PREVENT OR MINIMIZE <br />SEEPAGE AT JOINTS. <br />EXISTII <br />INLET SEDIMENT INLET <br />PLAN VIEW CONTROL <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: N.PE REV I DESCRIPTION DATE <br />0 ISSUE FOR PERMIT 07/14/2023 <br />DRAWN BY: SQ.IB <br />APPROVED: <br />APPROVED: <br />APPROVED: <br />FILTER <br />FRAME <br />(OPTION <br />IMPORTANT NOTICE <br />Section # 4216/4217 of the Government Code requires a <br />Dig Alert Identification Number to be issued before a <br />"Permit to Excavate" will be valid For your Dig Alert I.D. <br />CALL TOLL FREE <br />48 HOURS BEFORE YOU DIG <br />UNDERGROUND SERVICE ALERT <br />1-800-227-2600 <br />OUTLET PIPE <br />DETAIL A <br />.1.3 CM (5') <br />MAXIMUM <br />A <br />C <br />A <br />FILTER BAG <br />PLACEMENT AT TYPE <br />NOTES <br />A, C, D, & F DROP INLETS]' <br />SHALL 1110 MOETHAN 8HEcARESP <br />AND PARKING LOTS <br />ACRES). <br />2.THE FILTER BAG SHALL BE MANUFACTURED <br />EXISTING DROP <br />FROM UV RESISTANT POLYPROPYLENE NYLON, <br />INLET GRATE <br />POLYESTER OR ETHYLENE FABRIC PATH <br />A <br />MINIMUM TENSILE STRENGTH OF 110 LBS PER <br />uNFAL Fool, AN EQUIVALENT OPENIN G SIZE <br />CNOT <br />GREATER THANA SIEVE AND WTHA <br />MINIMUM FLOW RATE OF 270 <br />GALLONSMIINUTESO FT. <br />3.THEFUER BESUSPENOEo FROM <br />PBAGLA EB <br />ORHHDIN PLACE THE <br />GRATE (OR WE-0METHOD) <br />NOOTHER MODIFIC <br />PRONDINGNOMOTHEITIONORDAMAGE <br />SHALLBEDONE THEINLETGRATEoR <br />tSIDE <br />T <br />FRAME THE INLET GRATE SHALLNOT BE <br />CAUSETO RESTMORETHE 13MM <br />M❑NAEVETEINLETFRAME1sEEETNLn�LL4. <br />TE FILTER BAG MAY EXTEND TO THE <br />B070M OF THE ICLEr BOX PROVIDE THE <br />OUTLET PIPE IS UNOBSTRUCTE. <br />5 Lows SHALL NOT BE ALLOWED To BYPASS <br />THE BAG. THE BAG OR ITS FRAME SHALL <br />CATCH LOMAT ALL SIDE OF THE INLET, <br />EXCEPT AS ATOM FOR FLOOD RELEASE <br />PROD#: JB1480504 <br />OUTLET PIPE <br />6INLET FILTER BAGS SHALL BE ASPECTED <br />,,E FIFTY AND AFTER EACH RAIN FALL DURING <br />THE INE SEASON AND MONTHLY DURING THE <br />DRY SEASON. SEDIMENT AND DEBRIS SHALL <br />SOON AS DAMAGE OCCURS. <br />STORM DRAIN INLET <br />FILTER BAG <br />CONSTRUCTION TYPE: BORE, OVERPULL, OVERLASH & SPLICING <br />SYSTEM: SAN JOAQUIN COUNTY <br />Plann " a <br />SHEET: 3 OF 21 <br />