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HomeMy WebLinkAboutTED4003422.40 °0 N N N a SS UE 11/4 SEC 17, TWP 23N, RGE 05E, WM E U Co 0 0 U z >, m cn 6 J Q Ln 0 0 0 N Z O Q LLf Z LLJ J CO =6 0 3 = z x O Z I= V) J I— L LJ 0 U C/ ) Lu FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. FILTER FABRIC MATERIAL 2" BY 2" BY 14 GA. WIRE FABRIC OF EQUIV. —� 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. 2'-0" PROVIDE 3/4" — 1.5" 1�2 5'-0" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON 8" MIN. THE SURFACE. 2" BY 4" WOOD POST ­� ALT: STEEL FENCE POSTS. BRUSH BARRIER NTS NOTES: 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. FILTER FABRIC FENCE N.T.S. FILTER FABRIC FENCE DETAIL ADOPTED CUT or aarmx l ♦ STANDARD PLANE ISr DATE: 12/95 DWG. NAME: BR21 SP PAGE o wII FRAME �z �_ � U. Y 0 Y w Q 0 >' I NOTES: Y Y m z w J � <o U m O D U Ln W gw �Z 0 a. W o- TRIM GEOTEXTILE OVERFLOW BYPASS SEDIMENT AND DEBRIS CROSS SECTION 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 2. SIZE THE BELCW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 3. THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RE�IEF SYSTEM (OVERFLOW BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF TIME BGID WITHOUT SPILLING THE COLLECTED MATERIAL. GEOTEXTILE ISOMETRIC VIEW PREFABRICATED BELOW GRATE INLET DEVICE DETAILS STORM DRAIN INLET PROTECTION N.T.S. EXISTING GROUND 1. USE 4" TO 8" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. 100' MIN. MATERIAL WITH FINES' IS NOT ACCEPTABLE. \ (MAY BE REDUCED TO 50 MIN FOR SITES WITH LESS THAN 1 2. THE 100' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT—OF—WAY. EXISTING DRIVEWAY - RAMP OR SITE ACCESS ROAD RETRIEVAL SYSTEM OVERFLOW BYPASS TEMPORARY CONSTRUCTION ENTRANCE ADOPTED orrY or EElrivx JX STANDARD PLANS LET DATE:12/96 Mr NAME- RR23 TEMPORARY CONSTRUCTION ENTRANCE N.T.S. N O Z R:\Projects\131 (TSA Architects)\004-07 (2nd and Morris)\dwg\sheets\MO—erdt0l .dwg C-b 12 -342ZO4