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STORM WATER <br />PROTECTION PLAN <br />GRAVEL BAG (S) OR OTHER ACCEPTED <br />SEDIMENT CONTROL BMP. PLACE BAGS <br />TIGHTAGAINST FACE OF CURB. <br />NOTES <br />FILTER BAG <br />25 MM (1") MIN. <br />i <br />STRAW BALES <br />A, <br />C, D, & F DROP INLETS[' <br />THE <br />BE NO MORE THAN ARES PER <br />STRAW BALES <br />NOTES <br />BALE CONFIGURATION 4:-- <br />1) FACE SI GN TOWARD NEAREST STREET OR <br />ACCESS POINT. <br />2) CONCRETE WASHOUT SHALL BE LOCATED <br />BEHIND THE CURB AND 15 M (50 FT) <br />MINIMUM FROM DRANAGE INLETS OR <br />WATERCOURSES <br />FILTER BAG <br />PLACEMENT AT TYPE <br />B AND E DROP INLETS <br />EXISTING OPEN 5 CM (2') <br />u.u.�„ <br />BACK OF CURB 1 BACK HDD➢ �U <br />FACE OF CURB <br />LIP OF GUTTER <br />DRAINAGE INLET <br />VV TH FILTER BAG <br />1.) SEDIMENT TRAPPED UPSTREAM OF <br />SEDIMENT CONTROL BMP SHALL BE <br />REMOVED WEEKLYAND PRIO R TO A <br />RAINFALL EVENT. <br />2.) PLACE BMP'S TIGHTLY TOGETHER AT <br />JOINTS TO PREVENT OR MINIMIZE <br />SEEPAGE AT JOINTS. <br />SEE NOTE 2 <br />FLOW <br />r 45° ~ <br />PLAN VIEW INLET SEDIMENT <br />CONTROL <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: H.PE I REV I DESCRIPTION I DATE <br />DRAWN BY: AL.PE <br />I_199:U777�T <br />APPROVED: <br />APPROVED: <br />!, 11— BAG VI➢TH ;p,°� <br />5 CM (27°' i (HACK GF CONTACT <br />MINIMUM GRATE) AT FRGNT <br />AT HACK <br />(FLOOD ANO SI➢ES <br />RELEASE) <br />MAXIMUM <br />BAG DEPTH <br />FILTER BAI <br />FRAME <br />(OPTIONAL) <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 />A <br />THI S SECT ON REMOVED FOR <br />GRAPH[ CAL REPRESEN TAT ON <br />ONLY. STRAW BALE PER METER <br />SHALLBECONTNUOUS. <br />CONCRETE WASHOUT <br />FILTER BAG <br />25 MM (1") MIN. <br />PLACEMENT AT TYPE <br />STRAW BALES <br />A, <br />C, D, & F DROP INLETS[' <br />THE <br />BE NO MORE THAN ARES PER <br />STRAW BALES <br />450 MM <br />ACRES). <br />BO MILPOLYETHYLENE <br />2.THE FILTER BAG SHALL BE MANUFACTURED <br />(18') MI N <br />FROM UV RESISTANT POLYPROPYLENE NYLON, <br />INLET GRATE <br />POLYESTER OR ETHYLENE FABRIC PATH <br />MINIMUM TENSILE STRENGTH OF 80 LBS PER <br />450 MM <br />LI REAL FOOT, AN EQUIVALENT OPENIN G SIZE <br />CURB <br />NOT GREATER THAN 20 AEVE AND WTH A <br />(18") MIN. <br />MINIMUM FLOW RATE OF 80 <br />50 X 50 MM (2" X2 <br />A <br />000 MM <br />3.THE FILTER BAG MAY BE SUSPENDED FROM <br />S") <br />rid <br />TAKES OR ,FBARS <br />J <br />0)MIN <br />GRATE (OR OTHERAPPRWED METHOD) <br />2PER BALE TFT <br />comcRET <br />Tt <br />SHALL BE DONE THEESH GRATE oR <br />wnseouT <br />SECTIONA-A <br />AREA <br />CON <br />SIGN <br />1s00MM <br />B070M OF THE INLEL EX PROVIDE THE <br />OUTLET PIPE IS UNOBSTR UCTE. <br />(24") MIN <br />BALE CONFIGURATION 4:-- <br />1) FACE SI GN TOWARD NEAREST STREET OR <br />ACCESS POINT. <br />2) CONCRETE WASHOUT SHALL BE LOCATED <br />BEHIND THE CURB AND 15 M (50 FT) <br />MINIMUM FROM DRANAGE INLETS OR <br />WATERCOURSES <br />FILTER BAG <br />PLACEMENT AT TYPE <br />B AND E DROP INLETS <br />EXISTING OPEN 5 CM (2') <br />u.u.�„ <br />BACK OF CURB 1 BACK HDD➢ �U <br />FACE OF CURB <br />LIP OF GUTTER <br />DRAINAGE INLET <br />VV TH FILTER BAG <br />1.) SEDIMENT TRAPPED UPSTREAM OF <br />SEDIMENT CONTROL BMP SHALL BE <br />REMOVED WEEKLYAND PRIO R TO A <br />RAINFALL EVENT. <br />2.) PLACE BMP'S TIGHTLY TOGETHER AT <br />JOINTS TO PREVENT OR MINIMIZE <br />SEEPAGE AT JOINTS. <br />SEE NOTE 2 <br />FLOW <br />r 45° ~ <br />PLAN VIEW INLET SEDIMENT <br />CONTROL <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: H.PE I REV I DESCRIPTION I DATE <br />DRAWN BY: AL.PE <br />I_199:U777�T <br />APPROVED: <br />APPROVED: <br />!, 11— BAG VI➢TH ;p,°� <br />5 CM (27°' i (HACK GF CONTACT <br />MINIMUM GRATE) AT FRGNT <br />AT HACK <br />(FLOOD ANO SI➢ES <br />RELEASE) <br />MAXIMUM <br />BAG DEPTH <br />FILTER BAI <br />FRAME <br />(OPTIONAL) <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 />A <br />THI S SECT ON REMOVED FOR <br />GRAPH[ CAL REPRESEN TAT ON <br />ONLY. STRAW BALE PER METER <br />SHALLBECONTNUOUS. <br />CONCRETE WASHOUT <br />OUTLET PIPE <br />1.3 CM (.5') <br />MAXIMUM <br />PROJ#: J8686308 <br />5 FLOM SHALL NOT BE ALLOWED TO BYPASS <br />THE BAG. THE BAG OR ITS FRAME SHALL <br />CATCH FLOMAT ALL SIDE OF THE INLET, <br />EXCEPT AS SHOWN FOR FLOOD RELEASE <br />6 ALEf FILTER BAGS SHALL BE INSPECTED <br />WEE4Y AND AFTER EACH RAN FALL DURI NO <br />THE WET SEASON AND MONTHLY DURING THE <br />DRY SEASON. SEDIMENT AND DEBRIS SHALL <br />BE REMOVED BEFORE AGO UMI ON S HAVE <br />REACHED ONE THIRD THE DEPTH OF THE BAG. <br />BASS SHALL BE REPAIRED OR REPLACE AS <br />SOON AS DAMAGE OCCURS. <br />STORM DRAIN INLET <br />FILTER BAG <br />PlannENG 4 <br />(CONSTRUCTION TYPE: PLACE NEW POWER SUPPLY 1 <br />SYSTEM: SAN JOAQUIN COUNTY <br />NODE: <br />SHEET: 3 OF 6 <br />FILTER BAG <br />PLACEMENT AT TYPE <br />NOTES <br />A, <br />C, D, & F DROP INLETS[' <br />THE <br />BE NO MORE THAN ARES PER <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 />MINIMUM TENSILE STRENGTH OF 80 LBS PER <br />DETAIL A <br />LI REAL FOOT, AN EQUIVALENT OPENIN G SIZE <br />CURB <br />NOT GREATER THAN 20 AEVE AND WTH A <br />MINIMUM FLOW RATE OF 80 <br />GALLONSMIINUTESO FT. <br />3.THE FILTER BAG MAY BE SUSPENDED FROM <br />oR HED IN PLACE BY THE EXISTING INLET <br />GRATE (OR OTHERAPPRWED METHOD) <br />PROVIDING NO MODIFICATION OR DAMAGE <br />Tt <br />SHALL BE DONE THEESH GRATE oR <br />T <br />FRAME THE INLET GRATE SHALL NOT BE <br />CAUSETO REST MORE (5) <br />FRAME(E DET <br />AEVE TE INLET FRAME (sEEETALn�ALL4.TE <br />CON <br />FILTER BAG MAY EXTEND TO THE <br />B070M OF THE INLEL EX PROVIDE THE <br />OUTLET PIPE IS UNOBSTR UCTE. <br />OUTLET PIPE <br />1.3 CM (.5') <br />MAXIMUM <br />PROJ#: J8686308 <br />5 FLOM SHALL NOT BE ALLOWED TO BYPASS <br />THE BAG. THE BAG OR ITS FRAME SHALL <br />CATCH FLOMAT ALL SIDE OF THE INLET, <br />EXCEPT AS SHOWN FOR FLOOD RELEASE <br />6 ALEf FILTER BAGS SHALL BE INSPECTED <br />WEE4Y AND AFTER EACH RAN FALL DURI NO <br />THE WET SEASON AND MONTHLY DURING THE <br />DRY SEASON. SEDIMENT AND DEBRIS SHALL <br />BE REMOVED BEFORE AGO UMI ON S HAVE <br />REACHED ONE THIRD THE DEPTH OF THE BAG. <br />BASS SHALL BE REPAIRED OR REPLACE AS <br />SOON AS DAMAGE OCCURS. <br />STORM DRAIN INLET <br />FILTER BAG <br />PlannENG 4 <br />(CONSTRUCTION TYPE: PLACE NEW POWER SUPPLY 1 <br />SYSTEM: SAN JOAQUIN COUNTY <br />NODE: <br />SHEET: 3 OF 6 <br />