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EXIS77NG OPEN <br />BACK H0OD <br />11 <br />a- <br />5CM(2) <br />MINIMUM <br />AT BACK _ <br />(FLOOD <br />RELEASE) <br />MAXIMUM/ <br />BAG W7D777 <br />5CM(2") <br />MINIMUM <br />MINIMUM <br />BAG W1D7N <br />(BACK OF <br />GRATE) <br />PERFORA7FD 4" PVC <br />DETAIL A <br />CONTACT <br />AT FRONT <br />AND SIDES <br />OUTLET PIPE <br />CUfr <br />CONT <br />ALL <br />EXIS77NG DROP <br />INLET GRA 7F <br />OUTLET PIPE <br />]W07VTWVCTIATEVAFV"lffAyrjff-T.� Cgi <br />STORM DRAIN FILTER BAGS TO BE PLACED <br />ON STORM DRAIN INLETS TO KEEP <br />SEDIMENT OUT OF STORM DRAIN LINES <br />UNTIL CONSTRUCTION IS COMPLETE. <br />EXIS77NG DROP <br />INLET GRA <br />f TER <br />FRAME <br />(OPTIONAL) <br />NOTE: <br />FILTER BAGS TO BE <br />USED ON ALL STORM <br />DRAIN INLETS. <br />1.3 CM (5-) <br />MAXIMUM <br />EXIS77NG DROP <br />INLET GRA 7F <br />STORM DRAIN INLET FIL TER BAG NOTES • <br />1. THE MAXIMUM DRAINAGE AREA PER FILTER SHALL BE NO MORE THAN 2 ACRES. <br />2. THE FILTER BAG SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE NYLON, POLYESTER, OR ETHYLENE FABRIC WITH <br />A MIN. TENSILE STRENGTH OF 50 LBS. PER LINEAL FOOT. AN EQUIVALENT OPENING SIZE NOT GRATER THAN 20 SIEVE AND WITH <br />A MIN. FLOW RATE OF 40 GALLONS/ MINUTE/ SQ.FT. <br />J. THE FILTER BAG MAY BE SUSPENDED FROM OR HELD IN PLACE BY EXISTING INLET GRATE, PROVIDED NO MODIFICATION OR <br />DAMAGE SHALL BE DONE TO THE INLET GRATE OR FRAME. THE INLET GRATE SHALL NOT BE CAUSED TO REST MORE THAN 1.3CM <br />(.5") ABOVE THE INLET FRAME (SEE DETAIL A ) <br />4. THE FILTER BAG MAY EXTEND TO THE BOTTOM OF THE INLET BOX PROVIDED THE OUTLET PIPE IS UNOBSTRUCTED. <br />5. FLOWS SHALL NOT BE ALLOWED TO BYPASS THE FILTER BAG. THE BAG OR ITS FRAME SHALL CATCH FLOWS AT ALL SIDES OF <br />THE INLET EXCEPT AS SHOWN FOR FLOOD RELEASE <br />6. INLET FILTERBAGS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT DURING THE WET SEASON AND MONTHLY <br />DURING THE DRY SEASON. SEDIMENT AND DEBRIS SHALL BE REMOVED BEFORE ACCUMULATIONS HAVE REACHED ONE THIRD THE <br />DEPTH OF THE BAG. BAGS SHALL BE REPAIRED OR REPLACED AS SOON AS DAMAGE OCCURS. <br />0- <br />w <br />EXISTING GROUND , I .,�4 1 I EXISTING PAVEMENT <br />8" MIN. (2"-3") <br />PROFILE VIEW CLEAN CRUSHED ROCK <br />FILTER FABRIC (SHALL BE <br />EQUIVALENT TO-TYPAR" <br />3401 WITH MIN STRENGTH <br />OF 13�psi & 5`IEVE OPENING <br />70-100. <br />EXISTING GROUND <br />�- 50' MIN - <br />PROVIDE TRANSITION <br />BETWEEN STABILIZED <br />CONSTRUCTION ENTRANCE <br />AND EXISTING EP AT <br />PUBLIC RIGHT-OF-WAY <br />40' MIN. <br />PLAN VIEW <br />STABILIZED CONSTRUCTION ENTRANCE <br />N.T.S. <br />TEMPORARY STABILIZED CONSTRUCTION ENTRANCE <br />DESIGN AND CONSTRUCTION SPECIFICATIONS: <br />1. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 2 TO 3 INCH CRUSHED ROCK. <br />2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES. <br />3. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF <br />ALL POINTS OF INGRESS OR EGRESS. <br />4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET. <br />5. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT <br />TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY <br />REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS <br />DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP <br />SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC <br />RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY. <br />6. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO <br />ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL <br />BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN <br />APPROVED SEDIMENT TRAP, OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE <br />PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE <br />THROUGH USE OF SANDBAGS, OR OTHER APPROVED METHODS. <br />7. CONTRACTOR TO REMOVE AND DISPOSE OF STABILIZED CONSTRUCTION ENTRANCE <br />UPON COMPLETION OF CONSTRUCTION AND MAINTAIN PURSUANT TO S.J. COUNTY RECOMMENDATIONS. <br />8. ALL CONSTRUCTION TRAFFIC SHALL CROSS THE TEMPORARY CONSTRUCTION ENTRANCE. <br />800-227-2600 <br />$8 HOURS PR/OR TO WORK OPERA <br />QRpfESS/p� <br />_ ovf C. •°• q( <br />ti c <br />H <br />Z <br />w NO. 48717 m <br />K \ EMREB 9-30-2008 /--� <br />�lql CIV11- ��\P <br />OF CAL <br />EROS/ON CONTROL NOTES. <br />I. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR <br />EROSION, AND STORM WATER CONTROL LAWS AND REGULATIONS <br />IN EFFECT AT THE TIME OF CONSTRUCTION, SUCH AS BUT NOT <br />LIMITED TO THE NATIONAL POLLUTION DISCHARGE ELIMINATION <br />SYSTEM BEST MANAGEMENT PRACTICE REQUIREMENTS. <br />PLAN VIEW <br />DRAINAGE INLET-\ <br />GRAVEL BAG <br />(2 LAYERS <br />HIGH) <br />SEDIMENT <br />DEPOSIT AREA <br />2X6 ROUGH WOOD <br />FRAME SECURELY <br />FASTENED AROUND <br />ENTIRE PERIMETER <br />ROUGH WOOD FRAME <br />STRAW BALE--,, <br />O <br />SAND BAGS <br />3TIC LINING <br />\W BALES <br />ING WIRE <br />NATIVE MATERIAL (OPTIONAL) <br />SECTION A—A <br />VARIES <br />ACTUAL SIZE WILL BE ESTIMATED <br />BASED ON SIZE OF CONCRETE POUR(S). <br />I <br />SEDIMENT <br />DEPOSIT AREA <br />2X6 ROUGH WOOD <br />FRAME SECURELY <br />FASTENED AROUND <br />ENTIRE PERIMETER <br />ROUGH WOOD FRAME <br />STRAW BALE--,, <br />O <br />SAND BAGS <br />3TIC LINING <br />\W BALES <br />ING WIRE <br />NATIVE MATERIAL (OPTIONAL) <br />SECTION A—A <br />VARIES <br />ACTUAL SIZE WILL BE ESTIMATED <br />BASED ON SIZE OF CONCRETE POUR(S). <br />Lu <br />N <br />w (n <br />m <br />j <br />V)3oa <br />�/1J (n Lu <br />¢ <br />¢U)m� <br />>JOU <br /><� o <br />t ¢0 <br />O :m <br />¢~O <br />F- <br />V) <br />w <br />/ / /i / \ ''\ yam\\//x /777 PLAN <br />77 <br />77 <br />77 <br />AR rD <' <�<'r ABOVE GRADE CONCRETE <br />INLET j/ j. FILTERED j <br />IMBED BAGS RUNOFF WASHOUT DETAIL <br />4" BELOW TOP <br />OF INLET NOT TO SCALE <br />------------ ------------ <br />I I <br />hTEMPORARY SOILS <br />----------y STABILIZATION <br />DRAINAGE INLET <br />FIBER ROLL 0 <br />SECTION PROPERTY LINE 10' <br />(SEE DETAIL THIS <br />i. I -1 I1111 <br />y <br />4'/ MAX <br />i ��NI�i <br />A �\il <br />I \� <br />SLOPE <br />4" MAX <br />• <br />FIBER ROLL <br />y <br />3/4" X 3/4" WOOD STAKES <br />0 4' MAX SPACING <br />SHEET) <br />a ROPERTY LINE <br />TEMPORARY SOILS STABILIZATION <br />N.T.S. <br />TEMPORARY SOILS STABILIZATION NOTES: <br />I. LOT FRONTAGES THAT ARE NOT UNDER CONSTRUCTION SHALL BE STABILIZED BY <br />APPLYING A STRAW MULCH WITH A SOILS BINDER (TACKIFIER). <br />2. STRAW MULCH AND SOILS BINDER SHALL BE APPLIED PER CALTRANS, SECTION 3, <br />CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL. <br />3 <br />a <br />0 <br />I <br />U <br />N <br />00 <br />0 <br />d <br />i <br />0 <br />i <br />o <br />0 <br />Of <br />a <br />V) <br />UNAUTHORIZED CHANGES AND USES: <br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR <br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL <br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY <br />THE PREPARER OF THESE PLANS. <br />REVISIONS <br />0 <br />0 <br />JOB NO.: 3553 <br />SAN JOAQUIN COUNTY, <br />LAS PALMAS ESTATES CALIFORNIA <br />SHEET <br />OF FIFTEEN <br />O <br />PLASTIC LINING <br />0 <br />BY <br />eo <br />0 <br />0 <br />SCALE: AS SHOWN <br />EROSION CONTROL <br />NOTES AND DETAILS <br />DRANM: EMW AA <br />oESIGN: WE <br />FILE <br />CHECKED: ZCW <br />Lu <br />N <br />w (n <br />m <br />j <br />V)3oa <br />�/1J (n Lu <br />¢ <br />¢U)m� <br />>JOU <br /><� o <br />t ¢0 <br />O :m <br />¢~O <br />F- <br />V) <br />w <br />/ / /i / \ ''\ yam\\//x /777 PLAN <br />77 <br />77 <br />77 <br />AR rD <' <�<'r ABOVE GRADE CONCRETE <br />INLET j/ j. FILTERED j <br />IMBED BAGS RUNOFF WASHOUT DETAIL <br />4" BELOW TOP <br />OF INLET NOT TO SCALE <br />------------ ------------ <br />I I <br />hTEMPORARY SOILS <br />----------y STABILIZATION <br />DRAINAGE INLET <br />FIBER ROLL 0 <br />SECTION PROPERTY LINE 10' <br />(SEE DETAIL THIS <br />i. I -1 I1111 <br />y <br />4'/ MAX <br />i ��NI�i <br />A �\il <br />I \� <br />SLOPE <br />4" MAX <br />• <br />FIBER ROLL <br />y <br />3/4" X 3/4" WOOD STAKES <br />0 4' MAX SPACING <br />SHEET) <br />a ROPERTY LINE <br />TEMPORARY SOILS STABILIZATION <br />N.T.S. <br />TEMPORARY SOILS STABILIZATION NOTES: <br />I. LOT FRONTAGES THAT ARE NOT UNDER CONSTRUCTION SHALL BE STABILIZED BY <br />APPLYING A STRAW MULCH WITH A SOILS BINDER (TACKIFIER). <br />2. STRAW MULCH AND SOILS BINDER SHALL BE APPLIED PER CALTRANS, SECTION 3, <br />CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL. <br />3 <br />a <br />0 <br />I <br />U <br />N <br />00 <br />0 <br />d <br />i <br />0 <br />i <br />o <br />0 <br />Of <br />a <br />V) <br />UNAUTHORIZED CHANGES AND USES: <br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR <br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL <br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY <br />THE PREPARER OF THESE PLANS. <br />REVISIONS <br />WON G ENGINEERS, INC. <br />PLANNING ENGINEERING SURVEYING <br />4578 FEATHER RIVER DRIVE, SUITE A <br />STOCKTON, CALIFORNIA (209)476-0011 <br />fa (f- 2^/ pq� 07/13/07 R.C. E. 48717 <br />JOB NO.: 3553 <br />SAN JOAQUIN COUNTY, <br />LAS PALMAS ESTATES CALIFORNIA <br />SHEET <br />OF FIFTEEN <br />No. <br />DEscRIPnoN <br />DAZE <br />BY <br />DATE: JULY 2007 <br />SCALE: AS SHOWN <br />EROSION CONTROL <br />NOTES AND DETAILS <br />DRANM: EMW AA <br />oESIGN: WE <br />FILE <br />CHECKED: ZCW <br />