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STORM WATER <br />PROTECTION PLAN <br />GRAVEL BAG(S) OR OTHER ACCEPTED <br />SEDIMENT CONTROL BMP. PUKE BAGS <br />TIGHT AGAINST FACE OF CURB. <br />BACK OF CURB <br />FACEOFCURB SEE NOTE 2 <br />FLOW <br />45° <br />uP OF GUTTER <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 />RANFALLEVENT. <br />2) PUKE BMP'S TIGHTLY TOGETHER AT <br />JOINTS TO PREVENT OR MINIMIZE <br />SEEPAGEAT JOINTS. <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: N.PE REV DESCRIPTION DATE <br />DRAWN BY: AL/TH 0 ISSUE FOR PERMIT 04/08/2 <br />DRAWN BY: BL/AR <br />APPROVED: <br />APPROVED: <br />PLAN VIEW INLET SEDIMENT <br />CONTROL <br />36 CM(14)MIN. <br />BALE CONFIGURATION <br />NOTES <br />25 MM(1")MIN . <br />1, TH E MAXI MU M DRAIN AGE AR EA PER FI LIFE <br />STRAW BALES <br />SHALL BE NO MORE THAN B e ITECTARES(2 <br />STRAW BALES <br />i <br />AND PARKING LOTS <br />450 MM <br />BO MIL POLYETHYLENE <br />2.THE FILTER BAG SHALLBE MANUFACTURED <br />BALE CONFIGURATION <br />NOTES <br />1) FACE SIGN TOWARD NEAREST STREET OR <br />ACCESS POINT. <br />2) CONCRETEWASHOUT 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 CM (2') <br />BACK HOOD —1 T— MINIMUM <br />1— MINIMUN " <br />' I, 1`BAG VIDTH ,O,a <br />5 CM (2-5" x <br />(HRLK OF CONTACT <br />MINIMUM X GRATE) <br />AT BACK 4 AT FRONT <br />(FLOOD AND SIDES <br />RELEASE) <br />MAXIMUM I <br />BAG DEPTH <br />EXISTII <br />INLET <br />FILTER <br />FRAME <br />(OPTION <br />OUTLET PIPE <br />DETAIL A <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 />A <br />F < <br />THISSECTION REMOVED FOR <br />GRAPHICAL REPRESENTATION <br />ONLY. STRAW BALE PERI METER <br />SHALL BE CONTINUOUS. <br />CONCRETE WASHOUT <br />FILTER BAG <br />NOTES <br />25 MM(1")MIN . <br />1, TH E MAXI MU M DRAIN AGE AR EA PER FI LIFE <br />STRAW BALES <br />SHALL BE NO MORE THAN B e ITECTARES(2 <br />STRAW BALES <br />ACRES) <br />AND PARKING LOTS <br />450 MM <br />BO MIL POLYETHYLENE <br />2.THE FILTER BAG SHALLBE MANUFACTURED <br />EXISTING DROP <br />(18 ) MIN <br />INLET GRATE <br />POLYESTER, OR ETHYLENE FABRIC WITH <br />DETAIL A <br />450 MM <br />CURB <br />NOT GREATER THAN 20 SIEVE AND WITH A <br />(1 B') MIN. <br />50 X 50 MM (2" X2) <br />A <br />000 MM <br />'a, <br />STAKES ORA J -BARS <br />J(36)�� <br />2PER BALE TYR <br />GRATE OTHER APPROVED METHOD) , <br />PROVIDING NOMOD MODIFICATION OR DAMAGE <br />P <br />SHALL BE DONE To THE INLET GRATE OR <br />SECTONA-A <br />INTACT, <br />q�ASHNT <br />CAUSED TO REST MORE THAN 13MM ( 5") <br />.L SIRE <br />SIGN000 MM <br />4,THE FILTER BAG MAY EXTEND TO THE <br />94) MIN <br />NOTES <br />1) FACE SIGN TOWARD NEAREST STREET OR <br />ACCESS POINT. <br />2) CONCRETEWASHOUT 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 CM (2') <br />BACK HOOD —1 T— MINIMUM <br />1— MINIMUN " <br />' I, 1`BAG VIDTH ,O,a <br />5 CM (2-5" x <br />(HRLK OF CONTACT <br />MINIMUM X GRATE) <br />AT BACK 4 AT FRONT <br />(FLOOD AND SIDES <br />RELEASE) <br />MAXIMUM I <br />BAG DEPTH <br />EXISTII <br />INLET <br />FILTER <br />FRAME <br />(OPTION <br />OUTLET PIPE <br />DETAIL A <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 />A <br />F < <br />THISSECTION REMOVED FOR <br />GRAPHICAL REPRESENTATION <br />ONLY. STRAW BALE PERI METER <br />SHALL BE CONTINUOUS. <br />CONCRETE WASHOUT <br />FILTER BAG <br />NOTES <br />PLACEMENT AT TYPE <br />1, TH E MAXI MU M DRAIN AGE AR EA PER FI LIFE <br />A, C, D, & F DROP INLETS <br />SHALL BE NO MORE THAN B e ITECTARES(2 <br />ACRES) <br />AND PARKING LOTS <br />2.THE FILTER BAG SHALLBE MANUFACTURED <br />EXISTING DROP <br />FROM UV RESISTANT POLYPROPYLENE NYLON <br />INLET GRATE <br />POLYESTER, OR ETHYLENE FABRIC WITH <br />DETAIL A <br />MINIMUM TENSILE STRENGTH OF 50 LB S PER <br />LINEAL FOOT, AN EQUIVALENT OPENING SIZE <br />CURB <br />NOT GREATER THAN 20 SIEVE AND WITH A <br />MINIMUM FLOW RATE OF 40 <br />Q.. <br />GALLONSMIINUTE/SQ FT. <br />'a, <br />a <br />3.THE FILTER BAG MAY BE SUSPENDED FROM <br />OR HELD IN PLACE BY THE EXISTING INLET <br />GRATE OTHER APPROVED METHOD) , <br />PROVIDING NOMOD MODIFICATION OR DAMAGE <br />P <br />SHALL BE DONE To THE INLET GRATE OR <br />FRAME. THE INLET GRATE SHALLNOT BE <br />INTACT, <br />CAUSED TO REST MORE THAN 13MM ( 5") <br />.L SIRE <br />ABOVE THE INLET FRAME (SEE DETAILA). <br />4,THE FILTER BAG MAY EXTEND TO THE <br />BOTTOM OF THE INLET BOX PROVIDED THE <br />OUTLET PIPE IS UNOBSTRUCTED. <br />5 FLOWS SHALL NOT BE ALLOWED TO BYPASS <br />THE BAG. THE BAG OR ITS FRAME SHALL <br />OUTLET PIPE <br />CATCH FLOWS ATALL SIDES OF THE INLET, <br />EXCEPTAS SHOWN FOR FLOOD RELEASE. <br />1.3 CM (.5') 6 INLET FILTER BAGS SHALLBE INSPECTED <br />MAXIMUM WEEKLY AND AFTER EACH RAINFALL DURING <br />THE WET SEASON AND MONTHLY DURING THE <br />DRY SEASON. SEDIMENT AND DEBRIS SHALL <br />BE REMOVED BEFORE ACCUMULATIONS HAVE <br />REACHED ONE THIRD THE DEPTH OF THE BAG. <br />BAGS SHALLBE REPAIRED OR REPLACED AS <br />SOON AS DAMAGE OCCURS. <br />PROJ#: JB1316299 <br />CONSTRUCTION TYPE: SPLICING <br />SYSTEM: SJ COUNTY <br />NODE: <br />STORM DRAIN INLET <br />FILTER BAG <br />PlannENG 4 <br />>Ah <br />SHEET: 3 OF 47 <br />