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::RFLOW 10 /2 OF THE CURB <br />K HEIGHT <br />=RFLOW AT TOP OF <br />FER ASSEMBLY <br />(STING CURB, PLATE, BOX, <br />ID GRATE <br />.TER ASSEMBLY DIAMETER, 6" <br />I -GRADE 10" AT LOW POINT <br />3H -FLOW FABRIC <br />NU I t5: <br />1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. <br />2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM <br />AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. <br />3. REFERENCE APPLE VALLEY STANDARD PLATE ER04C. <br />� CURB INLET FILTER <br />NTS <br />30' FROM EDGE OF ROAD <br />TO FRONT OF SPEED BUMP <br />35' R <br />Q <br />R_ Zoi <br />0 <br />O <br />C N <br />A w <br />TO CONSTRUCTION I m <br />AREA z <br />W <br />I p <br />Z <br />C� <br />PLAN 35' R <br />TO CONSTRUCTION AREA 6" MIN CRUSHED STONE X <br />Lu <br />75' MINIMUM EXISTING <br />UNDISTURBED <br />FINISHED GEOTEXTILE FILTER 4" HIGH, 18" WIDE ROADWAY <br />SPEED BUMP <br />GRADE 1 FABRIC I I <br />PROFILE <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 />'C' <br />STABILIZED CONSTRUCTION ACCESS <br />NTS <br />'B' TAMP THE TRENCH FULL OF SOIL. <br />SECURE WITH ROW OF STAPLES, <br />10" SPACING, 4" DOWN FROM <br />TRENCH <br />yr r <br />r r r r <br />rr <br />r o r r <br />rrr rrr \ <br />.� <br />OVERLAP: BURY UPPER END <br />OF LOWER STRIP AS IN 'A' <br />AND'B'. OVERLAP END OF rr <br />TOP STRIP 4" AND STAPLE. rrr r <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 />NTS <br />'A' BURY THE TOP END OF THE <br />MATTING IN A TRENCH 4" OR <br />MORE IN DEPTH <br />NOTE: <br />1. PLACE STAPLES 2 FEET APART TO <br />KEEP MATTING FIRMLY PRESSED TO <br />SOIL. <br />0 <br />T <br />TYPICAL STAPLE #8 <br />GAUGE WIRE <br />ILTER FABRIC AS SPECIFIED <br />ILLER AS SPECIFIED <br />FILL UPSTREAM BASE EDGE WITH <br />2" OF DIRT OR COMPOST TO <br />GROUND <br />ririp:-� EMBED ROLL. <br />I WPM <br />SURFACE � Val <br />DIRECTION OF FLOW <br />co <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 />NTS <br />SUPPORT NET: 12 GAUGE 4" x 4" <br />WIRE HOOKED ONTO - <br />PREFORMED CHANNELS ON <br />POSTS AS SPECIFIED. <br />EXISTING GROUND <br />SURFACE <br />FILTER FABRIC WITH WIRE SUPPORT NET <br />AS SPECIFIED. <br />METAL POST AS <br />SPECIFIED. <br />CARRY WIRE SUPPORT NET <br />DOWN INTO TRENCH <br />cz <br />N � <br />SEDIMENT FENCE <br />NTS <br />FILTER FABRIC AS SPECIFIED SECURE <br />TO WIRE SUPPORT NET WITH METAL <br />CLIPS 12"O.C. <br />(c Roly <br />0 Ro�e <br />\ 03 Oo \ Co <br />4931 W. 35TH ST. SUITE 200 <br />ST. LOUIS PARK, MN 55416 <br />CivilSiteGroup.com <br />Matt Pavek <br />763-213-3944 <br />Pat Sarver <br />952-250-2003 <br />LAKE IIIA <br />DEVELOPMENT, LLC <br />ANCHOR FABRIC WITH <br />SOIL, TAMP BACKFILL <br />uj <br />DIRECTION OF FLOW <br />6„ <br />a <br />METAL POSTS 8'-0" O.C. <br />MAX. <br />> <br />0) <br />co <br />Lo <br />Lo <br />z <br />O <br />O <br />0 <br />LuU <br />a <br />0 <br />O <br />CO <br />M <br />V Lo <br />J cy') <br />J Lo <br />Ln <br />n z <br />z Y <br />W z <br />2 ° <br />0. ui <br />z <br />O z <br />J 2E <br />W <br />N <br />W Lu <br />cl) ~ <br />W a <br />(D <br />W 2 <br />Ln <br />QN <br />Ln <br />J <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 10/18/17 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />REVISION SUMMARY <br />PROJECT NO.: 17059 <br />PRELIMINARY SWPPP <br />- DETAILS <br />SW1 02 <br />@COPYRIGHT 2017 CIVIL SITE GROUP INC.' <br />