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P ASSEMBLY <br />ox <br />SUPPORT NET: 12 GAUGE 4" x 4" <br />URB WIRE HOOKED ONTO — <br />PREFORMED CHANNELS ON <br />POSTS AS SPECIFIED. <br />NOTES: <br />1. THE ROAD DRAIN-CLIRB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS <br />INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE <br />RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. <br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. <br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. <br />MAINTENANCE- <br />I- CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. <br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. <br />CITY OF <br />EST. 1906 <br />TO CONSTRUCTION <br />AREA 61K, <br />WIMCO CURB & GUTTER <br />INLET PROTECTION (CG23) <br />30' FROM EDGE OF ROAD <br />TO FRONT OF SPEED BUMP <br />Special Details <br />04-ot-15 <br />ha—M HU-EC-4 <br />03-12-20 <br />35' R <br />PLAN 35' R <br />TO CONSTRUCTION AREA 6" MIN CRUSHED STONE <br />75' MINIMUM <br />FINISHED <br />GRADE <br />PROFILE <br />FABRIC <br />LE FILTER <br />4" HIGH, 18" WIDE <br />SPEED BUMP <br />IS <br />W <br />EXISTING <br />UNDISTURBED <br />ROADWAY <br />NOTES: <br />1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED <br />ROADWAY. <br />2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT <br />ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING <br />STONE TO THE LENGTH OF THE ENTRANCE. <br />3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. <br />4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS <br />DIRECTED BY THE ENGINEER. <br />5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. <br />6. CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. <br />STABILIZED CONSTRUCTION ACCESS <br />N T S <br />EXISTING GROUND <br />SURFACE <br />FILTER FABRIC WITH WIRE SUPPORT NET <br />AS SPECIFIED. <br />METAL POST AS <br />SPECIFIED. <br />FILTER FABRIC AS SPECIFIED SECURE <br />TO WIRE SUPPORT NET WITH METAL <br />CLIPS 12"O.C. <br />cli III ANCHOR SOIL, TAMP BACKFH ILL <br />CARRY WIRE SUPPORT NET <br />DOWN INTO TRENCH <br />�T <br />N <br />SEDIMENT FENCE <br />N T S <br />DIRECTION OF FLOW <br />6" <br />'B, TAMP THE TRENCH FULL OF SOIL. <br />SECURE WITH ROW OF STAPLES, <br />10" SPACING, 4" DOWN FROM <br />TRENCH <br />� � r <br />'C' OVERLAP: BURY UPPER END <br />OF LOWER STRIP AS IN 'A' <br />AND'B'. OVERLAP END OF <br />TOP STRIP 4" AND STAPLE. <br />'D' EROSION STOP: FOLD OF MATTING <br />BURIED IN SILT TRENCH AND <br />TAMPED. DOUBLEROW OF <br />STAPLES. <br />PLACE STAPLES 2 FEET APART <br />TO KEEP MATTING FIRMLY <br />PRESSED TO SOIL. <br />EROSION BLANKET <br />N T S <br />EXISTING GROUND <br />SURFACE <br />METAL POSTS 8'-0" O.C. <br />MAX. <br />'A' BURY THE TOP END OF THE <br />MATTING IN A TRENCH 4" OR <br />MORE IN DEPTH <br />'E' OVERFALL <br />� r <br />NOTE: <br />1. PLACE STAPLES 2 FEET APART TO <br />KEEP MATTING FIRMLY PRESSED TO <br />SOIL. <br />FILTER FABRIC AS SPECIFIED <br />FILLER AS SPECIFIED <br />TYPICAL STAPLE #8 <br />GAUGE WIRE <br />FILL UPSTREAM BASE EDGE WITH <br />2" OF DIRT OR COMPOST TO <br />EMBED ROLL. <br />DIRECTION OF FLOW <br />WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. <br />WHEN INSTALLED ON GROUND. IF INSTALLED ON <br />PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT <br />MIN. 10' O.C. <br />NOTE: <br />1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. <br />2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% <br />PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. <br />3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/811 <br />. <br />4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE. <br />5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY <br />BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. <br />SEDIMENT BIO—ROLL / COMPOST FILTER LOG <br />N T S <br />0 0 0 <br />(C AVR a <br />A � <br />j <br />(�EaoULFD <br />Civil Engineering ^ Surveying o Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-615-0060 <br />0 <br />LU <br />O <br />Of <br />IL <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />Matthew R. Pavek <br />DATE 12.13.20 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY:mp, kt REVIEWED BY: mp, kt <br />PROJECT NUMBER: 18301 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />SWPPP - DETAILS <br />SW1 02 <br />COPYRIGHT2020CIVIL SITE GROUP I <br />