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DIMENSION LENGTH USE REBAR OR STEEL ROD AND WIDTH TO FOR REMOVAL (FOR INLETS WITH CAST CURB MATCH FLAP BOX REPLACE ROD WITH WOOD 2"X4"). POCKBT EXTEND10"BEYONDGRATE \\\ WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES FRONT, BACK, AND - BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC. M OVERFLOW HOLES (2"X4" HOLE SHALL BE CUT INTO ALL FOUR SIDE PANELS) INLET PROTECTION TYPE FILTER BAG INSERT 61, ASSEMBLY INLET PROTECTION TYPE CURB INLET BLOCKED CURB AND GUTTER SILT FABRIC SLEEVE PER MNDOT SPECIFICATION 3886 OVERFLOW ® 1 Y ^ WASHED ROCK 0 B f B INSTALL MNDOT APPROVED _ SILT FENCE FABRIC AND FASTEN II TO STAKES 2' O.C. IF REQUIRED GALVANIZED THREADED HOOK I CROSS SECTION VIEW INLET PROTECTION TYPE REAR YARD TOP VIEW FASTEN FABRIC SECURELYLY TO TO POSTS S 24" MINIMUM FLOW T MINIMUM EMBEDMENT S MINIMUM LENGTH POST @ 6' MAXIMUM SPACING FOR STEEL POSTS 4' MINIMUM LENGTH POST @ 4' MAXIMUM SPACING FOR WOOD POSTS -COMPACT WITH TIRES MACHINE SLICE 8" - 12" DEPTH SILT FENCE SHALL MEET MNDOT SPECIFICATION 3886 CONTRACTOR SHALL MAINTAIN EROSION CONTROL DURING CONSTRUCTION AND REMOVE MATERIALS FOLLOWING TURF ESTABLISHMENT • USE PROPER EQUIPMENT SUCH THAT THE SOIL IS SLICED, NOT TURNED OVER. • EMBED 8" TO 12" GEOTEXTILE FABRIC INTO SOIL, LEAVING A MINIMUM OF TOP FABRIC ABOVE GROUND. • COMPACT THE SOIL NEXT TO THE GEOTEXTILE FABRIC BY DRIVING OVER IT WITH A TRACTOR TIRE AT LEAST TWICE. • WOOD POSTS MAY BE USED IN NON-CRITICAL AREAS. STEEL POSTS ARE REQUIRED WHEN HEAVY DUTY SILT FENCE IS SPECIFIED. • FOR STEEL POSTS USE 3 PLASTIC ZIP TIES (SOILS TENSILE) TO SECURE THE GEOTEXTILE WITHIN THE TOP 8". • USE WOOD LATHE AND STAPLES ON FACE OF SILT FENCE TO SECURE TO WOOD POSTS. • SILT FENCE MUST BE CLEANED OR REPLACED WHEN SILT DEPTH IS Y HEIGHT OF FABRIC. SILT FENCE DETAIL EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE AS SHOWN AND DIRECTED BY ENGINEER IN THE FIELD. NOTES: 2. THE CONTRACTOR SHALL PLACE EROSION CONTROL DEVICES AROUND ALL CATCH BASINS AS SHOWN ON THE PLAN AND MANUFACTURED ALTERNATIVES LISTED ON MN/DOTS - AS DIRECTED BY THE ENGINEER TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. G� 3. SEDIMENT TRACKED OFFSITE, AS A RESULT OF CONSTRUCTION TRAFFIC, SHALL BE MINIMIZED AND SWEPT ON A (1) ROCK LOG OR SANDBAG TO HOLD STANDPIPE AND ACT J��P DAILY BASIS. AS A SEAL BETWEEN RISER PIPE AND CULVERT. 5 PQ 4. THE CONTRACTOFISH ALL COMPLY WITH THE CONDITIONS OF THE NPDES AND RICE CREEK WATERSHED PERMITS. 5. THE CONTRACTOR SHALL PROMPTLY CLEAN STREETS OF DEBRIS DEPOSITED OR TRACKED BY TRUCKS BY HAULING AND (2) INSTALL CULVERT APRON AND SLIDE TEMPORARY STANDPIPE pFC� (LD - CONSTRUCTION ACTIVITIES AS DIRECTED BY THE ENGINEER. INTORCP CULVERT. AFTER VEGETATION 15 70°/" ESTABLISHED REMOVE TEMPORARY STANDPIPE. \\G �0 - - 6. THE CONTRACTOR SHALL PROVIDE WATER FOR DUST CONTROL DURING CONSTRUCTION OPERATIONS. (3) ALL GEOTEX HLE USED FOR OUTLET PROTECTION SHALL BE Q\%� J\e' �O \C\' 7. ALL EXISTING PAVEMENT SHALL BE KEPT FREE OF MUD AND DEBRIS AT ALL TIMES. IT MAYBE NECESSARY TO KEEP A MONOFILAMENT ON BOTH DIRECTIONS. MEETING SPEC. 3886 5P- SQ, SWEEPER ON SITE AT ALL TIMES. FOR MACHINE SLICED. P ,tip - 4J7�/MG (4) ROCK LOG OR RIPRAP TO HOLD STANDPIPE AND ACE AS A FILTER BETWEEN RISER PIPE AND CULVERT. /L/ EROSION CONTROL SCHEDULE: 1. ALL EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO COMMENCEMENT OF GRADING 4:1 OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. 2. GRADED SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH THE FOLLOWING TABLE: EMERGENCY SPILLWAY SOIL CONDITIONS DAYS UNTIL STABILIZED SLOPE CONDITIONS GENERAL 7 DAYS ALL POSIT NE SLOPES WITHIN 200' OF CATCH BASIN OR POND 1 DAY ALL POND OUTLETS AND INLETS 1DAY 6" MIN. - SEDIMENT TRAPS BY ALL CZ.'. 1 DAY =FL.WDIRECTI.N!� 3. IMMEDIATELY FOLLOWING GRADING OF SLOPES 3:1 OR STEEPER, SLOPES MUST BE STABILIZED WITH WOOD FIBER BLANKED MNDOT SPEC 3885 (OR OTHER METHOD APPROVED BY ENGINEER) OVER APPROVED 1" - 2" WASHED ROCK SEED MIXTURE (MNDOT SEED MIXTURE 240) 4. ALL TEMPORARY EROSION CONTROL INSTALLATIONS SHALL REMAIN INPLACE AND BE MAINTAINED IN RIPRAP USED TO FILL ONLY TO 18" MIN. HEIGHT CUT-OFF GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED, AT WHICH TIME IT ROCK LOG USED TO HOLD TOP OF CULVERT PIPE BERM TO MINIMIZE SILT SHALL 8E REMOVED. RISER PIPE IN PLACE RUNOFF FROM SITET EROSION CONTROL MAINTENANCE: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. SEDIMENTDEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE THIRD THE HEIGHT OF THE BARRIER. . ROCK CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED PRIOR TO 3. FABRIC SHOULD BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE. CONSTRUCTION ACTIVITY. ANY SEDIMENT AFTER THE THE SILT FENCE OR FILTER FABRIC ARE NO LONGER NEEDED SHALL BE • ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA -1 OR CA -2 DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED WITH THE APPROPRIATE SEED COURSE AGGREGATE. (WASHED) MIX, AS DIRECTED BY THE ENGINEER. 4. IN THE AREAS WHERE WOOD FIBER BLANKET OR OTHER SLOPE STABILIZATION METHODS HAVE FAILED, THE • A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT SLOPE SHALL BE REESTABLISHED, SEED AND TOPSOIL REPLACED, AND ADDITIONAL SLOPE TREATMENT MIGRATION OF THE UNDERLYING SOIL INTO THE ROCK. INSTALLED. . AGGREGATE SHALL BE CLEANED, MAINTAINED, OR REPLENISHED AS 5. SILT FENCE SHALL BE REMOVED WHEN IT HAS SERVED ITS USEFULL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. NECESSARY. • LENGTH MAY BE MODIFIED FOR RESIDENTIAL CONSTRUCTION. GRADING NOTES: • SILT TRACKED ONTO STREET SHALL BE SWEPT THE SAME DAY BY A WATER 1. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF THE UTILITIES AND TOPOGRAPHIC FEATURES BASED SWEEPER, PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DSCREPANCIES OR VARIATIONS FROM THE PLAN. 2. FILL SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATION, FILL SHALL BE PLACED IN 6 TO 10 -INCH LIFTS WITH ONSITE MATERIAL WITHIN 2 PERCENT BELOW OR TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT. CULVERT OUTLET STANDPIPE PROTECTION ROCK CONSTRUCTION ENTRANCE FILLSHALLBE PLACED TO A MINIMUM OF 95 PERCENT COMPACTION EXCEPT THE TOP THREE FEET SHALL BE COMPACTED TO 100 PERCENT COMPACTION. 3. ALL STOCKPILES SHALL HAVE SILT FENCE INSTALLED AND MAINTAINED AROUND THE ENTIRE PERIMETER. STOCKPILES SHALL BE TEMPORARILY STABILIZED WITHIN 7 DAYS OF PLACEMENT. No. Date Revisions APP. DRAWING NAME HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION CITY OF NEW BRIGHTON S. A. P. 147-020-040, 062-619-033 SHEE I II::. DETAILS XX DESIGNED BY: XX DRAWN BY: XX CHECKED BY: DML DML CGS \ �" >>1Horn Kim 1 OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED HE STATE OF ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 7 'I; E Of BM GHTON {�l'i;; li'"'"I COUNTY ROAD F/10TH STREET NW STREET REHABILITATION10 CITY PROJECT 15-1 NO DATE REVISION S. /i. P, 147-020-041, 062-677-025 NO DATE REVISION NO DATE REVISION S.A.P. 147-121-005, 147-109-002 XX DATE: 3-2-15 PROJECT N0. 2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY—HORN.COM 1li 1E, s,lpr Nrc ,wra leo 1 aoro EROSION CONTROL DETAILS (,J •;J 89 NO DATE REVISION CRAIG G. SCHLICHTING DATE: 3-2-15 MN LIC. N0. 41295 S.A.P. 147-110-011 NO DATE REVISION XX 15-1