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INLET SPECIFICATIONS AS PER THE PLAN <br />DIMENSION LENGTH AND WIDTH TO MATCH <br />FLAP POCKET <br />I <br />MINIMUM DOUBLE �I <br />STITCHED SEAMS ALL _j <br />AROUND SIDE PIECES <br />AND ON FLAP POCKETS I <br />FRONT, BACK, ANDJ <br />BOTTOM TO BE I <br />MADE FROM SINGLE <br />PIECE OF FABRIC. I <br />T YPI <br />GROUND LI <br />FILTER BAG INSERT QQ <br />(CAN BE INSTALLED IN ANY INLET TYPE <br />WITH OR WITHOUT A CURB BOX) <br />SEDIMENT CONTROL INLET HAT <br />8 USE REBAR OR STEEL ROD \ <br />FOR REMOVAL (FOR INLETS <br />4" WITH CAST CURB BOX REPLACE <br />ROD WITH WOOD 2" X 4"). <br />EXTEND 10" BEYOND GRATE <br />12" WIDTH ON BOTH SIDES.LENGTH <br />VARIES.SECURE TO GRATE WITH <br />WIRE OR PLASTIC TIES <br />OVERFLOW HOLES (2" X 4" HOLE SHALL <br />BE HEAT CUT INTO ALL FOUR SIDE PANELS) <br />SIN/ <br />^^ee <br />a 4 <br />� r <br />aa� <br />I <br />II <br />1 --- <br />io <br />�o <br />m <br />-� <br />pp W <br />NOTE: <br />THE SEDIMENT CONTROL BARRIER SHALL BE A METAL <br />OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE <br />THE CATCH BASIN/MANHOLE:HAVE PERFORATIONS TO ALLOW <br />FOR WATER INFILTRATION. HAVE AN OVERFLOW OPENING. <br />FLANGES AND A LID/COVER. <br />REVISION: <br />2 2 <br />APPROVED: 2-28-2017 <br />C-lEF EM/IR&0kI l4 pr►ICER <br />ENDS SECURELY CLOSED TO <br />PREVENT LOSS OF OPEN GRADED <br />AGGREGATE FILL. SECURED WITH <br />50 PSI. ZIP TIE. <br />BUTT JO0 <br />ROCK LOG/COMPOST LOG <br />2.5' MAX <br />SPACING <br />5' MIN. LENGTH POST <br />36" GEOTEXTILE <br />- REINFORCED WITH — <br />WIRE 10 <br />PLASTIC ZIP TIES <br />(50 LB TENSILE) HOLDS <br />GEOTEXTILE IN PLACE <br />ON ALL POSTS <br />TYPE 9 MULCH <br />GEOTEXTILE ANCHORAGE <br />LAY GEOTEXTILE UNDER <br />TYPE 9 MULCH 12" OUT <br />SILT FENCE RING AND ROCK FILTER BERM <br />USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 1.3 or LESS <br />3/16" THICK (MIN.) <br />STEEL COVER <br />6" DIAMETER O T <br />POLYETHYLENE <br />O 2 1/2" <br />D - 2 0 <br />TUBE RISER <br />LEVEL OF FILTER <br />) BE BELO�( ROAD <br />: ELEV. 5 <br />SECTION <br />(UP POSITION) <br />POP-UP HEAD <br />`DROP INLET WITH GRATE <br />(MIN.) <br />LATE <br />PERSPECTIVE VIEW <br />3/16" THICK (MIN.) <br />STEEL PLATE <br />:rYt? 0 <br />0 <br />.t <br />0 <br />' 0s <br />d <br />TUBE RISER <br />SECTION <br />(DO N POSITION) <br />NOTES: <br />SEE SPECS. 2573. 3137. & 3886. <br />DEVICES MUST BE ADJUSTED ACCORDINGLY AS TO NOT CAUSE FLOODING ON ROADWAY <br />THAT WOULD IMPEED TRAFFIC FLOW. <br />Oj ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH <br />DIRECTIONS,MEETING SPEC. 3886. <br />Q2 FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF <br />10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. <br />O INSTALLATION NOTES: <br />DO NOT PLACE FILTER BAG O� THE MINSERT IN INLETS SHALLOWER THAN 30 INCHES, <br />�EASURPLACED BAG <br />ERS ALL HAVE A MINIMUMOF ESIDE ECLEARANCE T TO THE TOF 3OP FTHE GRATE. HE <br />INCHES BE <br />TWEEN <br />TWEEN <br />THE INLET WALLS AND THE BAG.MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. <br />WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG.USING PLASTIC ZIP TIES, <br />TO ACHIEVE THE 3 INCH SIDE CLEARANCE. <br />4O FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A <br />ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. <br />Q5 SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE <br />FLOODING OF THE ROADWAY. <br />© GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER.SEAM TO BE <br />JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A <br />HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED <br />AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE <br />CONFORMING TO SPEC.3137 TABLE 3137-I. CA-3 GRADATION. <br />mll REVISED] <br />M INN @ S O TA APPROVED, <br />DEPARTMENT 2 - 2 8 - 2 017 <br />TRANSPORTATION STATE DESIGN ENGINEER <br />TEMPORARY SEDIMENT CONTROL <br />STANDARD PLAN 5-297.405 (SHEET 4 OF 7) <br />SHEET NO. 15 OF 25 <br />