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Home My WebLink About1007009 12 C600 Construction DetailsCI_ D 0 a 0 0 CO 00 0 2 4- m CC) 0 0 0 0 a) 4- 0 0 J a) 0 0 0 c 0 0 0 m 0 a) 4- 0 0 REAR CURB GUARD FLAP WITH MAGNETIC TIE —DOWNS REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC TYPICAL FLAT /RECTANGULAR /ROLLED CURB INLET FILTER JNSTALLATION: 1. REMOVE GRATE 2. DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE 3. REPLACE GRATE FLIXSTORM Inlet Filter Specifications WOVEN Geotextile Sediment Bag Specs (2 ft oI) Material Property Test Method Value (ave) Grab Tensile ASTM D 4632 255 x275 Puncture Strength ASTM D 4833 135 Ibs Trapezoidal Tear ASTM D 4533 75 Ibs UV Resistance ASTM D 4355 90% App Open Size (AOS) ASTM D 4751 20 sieve Permittivity ASTM D 4491 1.51 sec Water Flow Rate ASTM D 4491 200 gpm/sqft Sediment Removal ASTM D 7351 82% Efficiency (8% mix) I W" ALL PRODUCTS MANUFACTURED CHECKED BY INLET PIPE PROTECTION, INC DISTRIBUTED BY ADS QA WWW.INLETFILTERS.COM MFG 866 287 -8655 PH 630 355 -3477 FX APPROVED IN FO 'INLETFILTERS.COM Sly DWG NO REV C FLEXSTORM SCALE I IsHEET 1 OF 1 NOTE: EXTEND ROCK DONUT UNTIL TOP MEETS EXISTING GRADE AT THE SAME ELEVATION. STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY A KENTUCKY BLUEGRASS 40%, TURF TYPE TALL FESCUE 40%, ANNUAL RYEGRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. B SPRING OATS 3 BUSHEL PER ACRE C WHEAT OR RYE 2 BUSHEL PER ACRE PLUS 90 LBS. STRAW MULCH D ANNUAL RYEGRASS (1 LB. PER 1 000 SQ. FT.) I E STRAW MULCH (90 LBS. PER 1000 SQ.FT.) I IRRIGATION NEEDED DURING JUNE, JULY, AND OR SEPTEMBER. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED 400 -600 LBS. PER ACRE OR AS SPECIFIED. 410 4110 1441401 �•1`��.- b ��4�4 01.40 4 0 •�•_A*�•�•�••� 04,01;00. 4 0,010d1 NOTE: i STONE SIZE SHALL CONFORM TO ASTM D48 SIZE #1 (1 1/2" TO 3 1/2" DIA.). 2. GEOTEXTILE FABRIC SHALL BE PLACED BENEATH THE STONE LAYER. 3. PERIODIC 2" STONE TOP DRESSING WASHING AS REQUESTED BY COUNTY /CITY. TEMPORARY CONSTRUCTION ENTRANCE DETAIL EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FIWNG, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL. OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED EDGE OF BLANKET SHALL BE BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. NON —WOVEN FILTER FABRIC EXTENDS INTO TRENCH LINE ENTIRE WASHOUT WITH PLASTIC, ANCHOR W/ STAKES STRAW BALES STACKED 2 HIGH ALONG PERIMETER NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE PROPOSED TYPE AND USE. TYPICAL EROSION CONTROL BLANKET 6" MULCH BOTTOM OVER NON— PERMEABLE POLY —LINER EROSION CONTROL BLANKET REQ'D. NORTH AMERICAN GREEN SC150 OR EQUAL BLANKET TO BE STAPLED IN PLACE WITH STAPLES AT 2 PER SQUARE YARD. EDGE OF BLANKET SHALL BE BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. 4:1 MAXIMUM SLOPE EDGE OF BLANKET SHALL BE ANCHORED IN A 12" DEEP X 6" WIDE TRENCH. TRENCH MU I W von Ur WHEN JOINING TWO OR MORE DITCH SILT FENCES WRAP THE TWO END POSTS TOGETHER AND SILT FENCE DETAIL DRIVE INTO THE GROUND TOGETHER CONSTRUCT DIVERSIONARY DITCHES IF STOCKPILE RESTRICTS UPSTREAM DRAINAGE FLOW SLOPE CHECK SILT FENCE STOCKPILE MATERIAL l NO SCALE DITCH CHECKS REQUIRED EVERY 400' STOCKPILE EROSION CONTROL SLOPE CHECK SILT FENCE DRAINAGE OFFSITE SEDIMENT TRAP STONE OUTLET (SEE DETAIL) O A C J G p 1/41 0 V•• R ke 00 Z 00 0 L r 0 0 0 N) CNI 0 O 5 a 0 0 0 c cn w O f� SHEET NO. C600 m