The URL can be used to link to this page

Home My WebLink AboutG8 - Erosion Control DetailsPUBL IC STRE E T 2 0' MI N. SEE PLANS FOR DIMENSIONS SEE PLANS FOR DIMENSIONS 150 ' NOTES: 1. PLACE WHEREVER DIRT OR MUD COULD ENTER PUBLIC STREETS AND IN CONSTRUCTION TRAFFIC AREAS REQUIRING DUST CONTROL 2. PLACE ENTRANCE ON LEVEL GROUND WHERE POSSIBLE. 3. PROVIDE A SEDIMENT TRAP OR SILT FENCE BARRIER FOR RUNOFF FROM THE ENTRANCE AREA 4. LIMIT THE NUMBER OF ACTUAL ENTRANCE CONSTRUCTED FOR THE SITE MAINTENANCE: 1. ENTRANCES REQUIRE PERIODIC TOP DRESSING OF STONE 2. PLACE NEW STONE IN SURFACE VOIDS 3. USE ENTRANCE IN CONJUCTION WITH STREET SWEEPING 4. REMOVE AGGREGATE AND SEPARATE SEDIMENT FOR DISPOSAL WHEN ENTRANCE BECOMES CLOGGED 5. REPAIR ANY PUBLIC ROAD PAVEMENT DAMAGE CAUSED BY CONTSTRUCTION TRAFFIC FROM THE SITE MINIMUM 6" - #2 STONE GEOTEXTILECOMPACTED SUBGRADE 20' MIN. NONE CONSTRUCTION ENTRANCE - DETAIL A MINIMUM 6" - #2 STONE SEE PLAN S FOR DIM E N SIO N S GEOTEXTILE SILT FENCE INLET PROTECTION - DETAIL C NONE MAINTENANCE: 1"x2" HARDWOOD CROSSBRACING REFER TO SILT FENCE SECTION FOR EMBEDMENT DETAIL CATCH BASIN/ DRAINAGE STRUCTURE NOTE: 36" WIDE NONWOVEN POLYPROPYLENE FABRIC 1/2"x2"x24" WOOD LATH AT EACH STAKE OVER FABRIC 2"x2"x36" HARDWOOD STAKES WITH POINTED END - AT 5' O.C. 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. UNDISTURBED GROUND NONE SILT FENCE - DETAIL D MAINTENANCE: FLOW 4"12" MIN. 24" MIN.FILTER FABRIC SECURE TO POSTS WITH 2" LATH IN SWALES OR AREAS OF CONCENTRATED FLOW, REINFORCE WITH 14 GA. X 6" WIRE MESH FILL WITH COMPACTED SOIL EMBED FILTER CLOTH MIN. 6" INTO GROUND 2"X2" HARDWOOD OR 1.33 LB/FT STEEL POST MAX. SPACING BETWEEN POSTS IS 5'-0". 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. MAINTENANCE: NONE INLET SILT PROTECTION - DETAIL E 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE IMMEDIATELY. 3. REMOVE SEDIMENT ON A REGULAR SCHEDULE 4. AFTER DRAINAGE AREA IS STABILIZED, REMOVE SEDIMENT BAG INLET SEDIMENT BAG - DANDY BAG OR DANDY BAG ll BY MIRAFI (OR APPROVED EQUAL). NO SCALE ROCK DONUT- DETAIL H DANDY BAG GRATE STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT VELCRO CLOSUREFLAP FOLDS OVER TO ENCLOSE GRATE LIFTING STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE RIPRAP AT END SECTION - DETAIL F NONE COMPACTED SUBGRADE RIPRAP SHALL EXTEND 5'-0" OUT FROM END SECTION. NOTE: GEOTEXTILE 8 OZ./SYD. MIN. 2' (TYP.)24" MAX.12" MIN.1'-0"END SECTION GEOTEXTILE 8oz/SYD. MIN. END SECTION 10'-0" FABRIC SECURING PINS COMPACTED SUBGRADE TOE WALL 12"24" 12"6"RIP RAP - DETAIL G NOTES FOR INSTALLATION DETAIL O/C405. BLANKET, SEE STAPLE PATTERN OR EQUAL. FOR SECURING THE NORTH AMERICAN GREEN S150 EROSION CONTROL BLANKET 3:1 SLOPE VARIESFLOWLINE 3:1 SLOPE PROPOSED GRADE VARIES, SEE GRADING PLAN SWALE & DETENTION BASIN EROSION BLANKET - DETAIL K NONE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP x 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 5" OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP x 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. 7. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP x 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 100 SLOPE LENGTH IN FEETWITH ADDITIONAL STAPLES ON SIDE SLOPES. CHANNEL LININGS UTILIZE STAPLE PATTERN "C" EROSION CONTROL BLANKET STAPLE PATTERN - DETAIL J A 4:1 NOTES: 0 50 25 75 SLOPE GRADIENT 3:1 A 2:1 1:1 B B LINING CHANNEL ADDITIONAL STAPLES AS REQUIRED B 1 STAPLE PER SQ. YD. 275 125 150 175 200 225 250 300 6'3' 1 1/2 STAPLE PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS B C C C C A 3'6'3' 1'-6" 1'-6" B 3'2 STAPLE PER SQ. YD. 3' 4' 3' C 4'2'1'-6"1'-6" 1. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS. 2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED. 4. CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE SLOPES REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. 5. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED, FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT MANUFACTURER. 4 2 5 1 3A 3B NOTE: SLOPE INSTALLATION - DETAIL I NONE EROSION CONTROL BLANKET REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE PATTERN RECOMMENDATIONS FOR SLOPE INSTALLATIONS. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. NONE STANDARD WASHOUT - DETAIL B NOTES: 1. PROVIDE 10 YD. OR 15 YD. ROLL OFF DUMPSTER FOR STORAGE OF CONCRETE WASHOUT MATERIAL. SERVICE DUMPSTER WHEN APPROACHING 2/3 FULL USING CARE SO THAT GREY WATER IS NOT SPILLED OUT WHEN DUMPSTER IS MOVED. 2. PROVIDE LEAKPROOF (10 MIL MIN.) PLASTIC LINER. 3. LOCATE DUMPSTER IN DESIGNATED AND APPROVED LOCATION NOTE 3 NOTE 1 NOTE 2 NONE 2'1.5' 3'1' CROSS-SECTION RIPRAP RIPRAP FINISHED GRADE 2" - 3" CLEAN STONE FILTER BERM 2" - 3" CLEAN STONE SEDIMENT STORAGE AREA MAX DRAINAGE AREA: 5 ACRES 2:1 PIPE INVERT FINISHED GRADE PIPE INVERT 36" PIPE MAX RIPRAP HEADWALL 2:1 MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT AND REPAIR ANY DAMAGE IMMEDIATELY. SILT FENCE SILT FENCE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC. WWW.FHAI.COM ARCHITECT CONSULTANT 6/13/2019 3:21:38 PM\\data1\citrixprofiles$\amiller\My Documents\218052.00_ARCH_amiller.rvtPROJECT NUMBER: 2019199.00 INDOOR FACILITY AT BADGER FIELDS CLAY TOWNSHIP 5459 E MAIN STREET CARMEL, INDIANA PROJECT ISSUE DATE: August 23, 2019 DRAWN BY: MTP REV. NO. DESCRIPTION DATE 11300453 SOI STATE OF ORPFE S NEER N LA E N G IANAINIDER DAHC IIGS No. TERE DA CNIK.N DTAC COMMENTS 09/06/20191 EROSION CONTROL DETAILS G4.3 SWPPP INFORMATION SWPPP INFORMATION SIGN - DETAIL L NONE 10/22/20