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THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: WEE I REV I DESCRIPTION I DATE <br />t�� �6`bY�1�Y�]:x97:7511—t�iliKfi`I�YI�f <br />DRAWN BY: SL/IB <br />DRAWN BY: AR/RZ <br />APPROVED: <br />APPROVED: <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 />Plann -..IG v -I <br />'. W., <br />PROJ#: JB1313327 <br />(CONSTRUCTION TYPE: TRAFFIC CONTROL PLAN 1 <br />SYSTEM: SJ COUNTY <br />NODE: <br />SHEET: 3 OF 48 <br />�36 CM(M) MIN. <br />___-_---_ <br />_________ _________ _________ SFRAWBALES STRAW BALES <br />450 MM 60 MILPOLYETHYLENE <br />(18'9 MIN <br />450 M <br />MMI <br />(18'9 IN. 50 X 50 MM (2"X2'9 <br />A A 900 MM STAIWSORAJ-BARS <br />Wa (36) MIN 2PER BALE TYP. <br />CONCRET <br />WASHOUT SECTION A -A <br />--------- -------- --------- AREA <br />________---------- -------= SIGN 1600 MM <br />STORM WATER_ <br />94)MIN <br />BALE CONFIGURATION <br />PROTECTION PLAN <br />; <br />THIS SECTION REMOVED FOR <br />GRAPHICAL REPRESENTATION <br />NOTES ONLY. SFRAWBALE PERIMETER <br />1)FACE SIGNTOWARD NEAREST STREET OR SHALL BE CONTINUOUS <br />CONCRETE WASHOUT <br />ACCESS POINT. <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 FILTER BAG NOTES <br />PLACEMENT AT TYPE PLACEMENT AT TYPE 1. THE MAXIMUM DRAINAGE AREA PER FILTER <br />B AND E DROP INLETS A, C, D, & F DROP INLETS ACRES BE NO MORE THAN oe HECTARES (2 <br />ACRES). <br />AND PARKING LOTS <br />2.THE FILTER BAG SHALL BE MANUFACTURED <br />EXISTING OPEN <br />5 CM (29 ➢ETAIL A E%]STING ➢ROP FROMUV RESISTANT POLYPROPYLENE NYLON <br />GRAVELBAGS OR OTHER ACCEPTED <br />O <br />BACK HOOD POLYESTER, OR ETHYLENE FABRIC WITHA <br />MINIMUM INLET GRATE <br />SEDIMENT CONTROL BMP. PUKE BAGS <br />MINIMUM TENSILE STRENGTH OF 90 LBS PER <br />DAM DETAIL A LINEAL FOOT, AN EQUIVALENT OPENING SIZE <br />TIGHT AGAINST FACE OF CURB <br />CURB NOT GREATER THAN 20 SIEVE AND WITH A <br />MINIMUM FLOW RATE OF 40 <br />BACKOFCURB <br />e' �„ GALLONSTMINUTETSQFT. <br />1 <br />FACEOF CURB SEENOTE2 <br />a 3.OPHEITTHE TER BAGEBY THEUSPENDEDFROM <br />MINIMUM OR HEIR IN PLACE BY THE EXISTINGINLET <br />' p, r—BAG WIDTH 'r. .Y,. GRATE(OR OTHERAPPROVE METHOD), <br />5 CM (27' (BACK OF PROVIDING NO MODIFICATION OR DAMAGE <br />MINIMUM GRATED) CONTACT SHALL BE DONE TO THE INSET GRATE OR <br />AT BACK s. AT FRONT FRAM E. THE INLET GRATE SHALL NOT BE <br />CONTACT, <br />FLOW <br />AND SIDES CAUSETORESTMORETHAN13MM)s) <br />(FLOOD \ ALL SI➢E ABOVE THE INLET FRAME (SEE DETAILA). <br />45° <br />RELEASE) <br />Q,THE FILTER BAG MAY EXTEND TO THE <br />MAXIMUM BOTTOM OF THE INLET BOX PROVIDE THE <br />I <br />BAG DEPTH OUTLETPIPE IS UNOBSTRUCTED. <br />LIP OF GUTTER <br />5 FLOWS SHALL NOT BE ALLOWEDTO BYPASS <br />OUTLET PIPE THE BY THE BAG OR ITS FRAME SHALL <br />DRAINAGE INLET <br />OUTLET PIPE CATOII FLOWS AT ALL SIDE OF THE INLET, <br />VNTH FILTER BAG <br />DETAIL A EXCEPT AS SH OWN FOR FLOOD RELEASE. <br />1.AXIMUM3 CM G5') 6 INLET FILTER BAGS SHALL BE INSPECTED <br />EXISTING DROP WEEKLY AND AFTER EACH RAINFALL DURING <br />MDURINGTLE <br />INLET GRATE THE WET SEASON AND MONTHLY <br />NOTES. INLET SEDIMENT <br />DE <br />DRYSEASON. BEIRETCU DEBRIS SHALL <br />1 ) PLAN VIEW <br />UPSTREAMBE CONTROL <br />HAVE <br />BE REMOVED BEFORE HE DEPTH <br />REACHED ONE THIRD THE DEPTH OF THE BAG <br />IME CONTROL <br />SEDIMENT P SHALL BE <br />REPAIRS OR REPLACED As <br />BAGS AS <br />BEDAMAGE <br />REMOVED WEEKLY AND PRIOR TO A <br />WEEKLY AND <br />ASSHALL <br />SOON AS DAMAGE OCCURS. <br />RAIN FALL EVENT. <br />2) PUKE BMP'A TI GULLY TOGETHER AT <br />FILTER B <br />J owTS TO PREVENT OR MINIMIZE <br />FRAME EXISTING ➢ROP STORM DRAIN INLET <br />SEEPAGE AT JOINTS. <br />(OPTIONAL) INLET FRAME FILTER BAG <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: WEE I REV I DESCRIPTION I DATE <br />t�� �6`bY�1�Y�]:x97:7511—t�iliKfi`I�YI�f <br />DRAWN BY: SL/IB <br />DRAWN BY: AR/RZ <br />APPROVED: <br />APPROVED: <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 />Plann -..IG v -I <br />'. W., <br />PROJ#: JB1313327 <br />(CONSTRUCTION TYPE: TRAFFIC CONTROL PLAN 1 <br />SYSTEM: SJ COUNTY <br />NODE: <br />SHEET: 3 OF 48 <br />