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PLACEMENT AT VERTICAL CURBS FACE OF CURB INLET FILTER / /- GRATE A VERTICIL BION FILTER MATERIAL 0 OVERLAP PLAN VIEW FILTER GRATE EXTENSION WIRE OR TIE WRAP / r FILTER GRATE e FILTER MATERIAL!/ DOSIING DROP INLET GRATE SECTION A - A PLACEMENT AT ROLLED CURBS FACE OF CIXN7 r-GPATE INLET FILTER PLAN VIEW FILTER GRATE FLTEERR RIAL DIN �e EXISTINGDROP WIRE OR INLET GRATE TIE WRAP SECTION B - B NOTES I. THE MAXIMUM DRAINAGE AREA PER FILTER SHALL BE NO MORE THA! 2 ACRES (0.8 HECTARES). 2. THE FILTER PAD SHALL BE 1 INCH (25 MM) THICK CLFINARE POLYESTER FIBER AND ACINIC UID( RESIN OR APPROVED EWA... FILTER PAD SHALL OVERLAP DROP INLET ON ALL SIDES BY A MIN. OF 1' (25 MM). 3. THE ESTER GRATE SHALL BE MADE OF EXPANDED META. OR REBAR AND BE OF SUFFICIENT STRENGTH TO PREVENT BENDING WHEN DRIVEN OVER. GRATE MATERIAL SHALL NOT EXCEED 0.5 INCH 13 MIA) THICK THE GRATE SHILL HAVE A MINIMUM 6OX OPEN AREA GRATES USED AT VERTICAL CURBS SHALL HAVE A VERTICAL EXTENSION TO COVER THE CURB OPENING. THE FILTER GRATE SHALL BE THE SAME SZE AS THE INLET GRATE, 4. THE FILTER PAD AND GRATE SIAL. BE SECURELY ATTACHED TO THE DROP INLET BY WIRE OR TIE -WRAPS, S.INLET FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. REPAIRS AND SEDIMENT AND DEBRIS REMOVAL SHALL BE INTOE AS NECESSARY. 6 -INLET FILTERS SHALL BE *CONSTRUCTION' STORY RAIN FILTERS BY POLLUTION SOLUTION. Q CURB INLET DETAIL GRAVEL E SPILLWAY NNG=�_ MIN. I- 1 MIN. 6 BASIN SECTION A -A 1. GRAVEL BAGS SHALL BE WOVEN GEOTE)MLE FABRIC. 2. CONSTRUCT ON GENTLY SLOPING STREET WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE OUT OF SUSPENSION. 3. LEAVE A GAP OF ONE BAG IN THE MIDDLE OF THE TOP ROW OF BAGS TO SERVE AS SPILLWAY. SPILLWAY HEIGHT SHALL BE SUFFICIENT N SIZE M PASS FLOWS FROM SEVER STORM EVENT. 4. PLACE TWO LAYERS OF GRAVEL BAGS. OVER LAP BAGS AND PACK THEM TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN BAGS. FILL BAG WITH 3/4' DRAIN ROCK. 5. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. ROAM SEDIMENT WHEN 1/2 OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. 6. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROAD. 7. GRAVEL BAG INLET PROTECTION ON ROADS OPEN TO THE PUBLIC WALL REWIRE DELINEATION DEVICES TO ALERT MOTORISTS. BICYCLISTS AND PEDESTRIANS. THE USE OF SUCH DEVICES SHALL BE SUBJECT TO THE ENGINEERS APPROVAL GRAVEL BA( OVERLAP ONTO OINLET DETAIL A -J 12" PONDING HT. _ _ - MIN. CATCH BASIN SECTION A -A tl41ES: 1.GRAVEL BAGS SHALL BE WOVEN GEOTE)CTILE FABRIC. 2. CONSTRUCT ON GENTLY SLOPING STREET WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE OUT OF SUSPENSION. 3. LEAVE A GAP OF ONE BAG IN THE MIDDLE OF THE TOP ROW OF BAGS TO SERVE AS SPILLWAY. SPILLWAY HEIGHT SHALL BE LOWER THAN CURB HEIGHT AND SUFFICIENT IN SIZE TO PASS FLOWS FROM SEVER STORM EVENT. 4. PLACE TWO LAYERS OF GRAVEL BAGS. OVER LAP BAGS AND PACK THEM TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN BAGS. FILL BAG WITH 3/4' DRAIN ROCK. 5. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. 6. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROAD. 7. GRAVEL BAG INLET PROTECTION ON ROADS OPEN TO THE PUBLIC WILL REQUIRE DELINEATION DEVICES TO ALERT MOTORISTS. BICYCLISTS AND PEDESTRIANS. THE USE OF SUCH DEVICES SHALL BE SUBJECT TO THE ENGINEERS APPROVAL. Q CURB INLET DETAIL 1' X 1' WOOD POST OR SIM POST - 6' MIN. CONSTRICTION SITE EXISTING PAVEMENT - EXISTING 50 FT (15 METERS) MINIMUM GROLM 6' to 12' DEPTH OF WASHED WELL GRADED 3'-4' FPACrUREO STONE AGDREGAIE FLOW A� II' -III I 111_111 III I_�II III III -11 41_Ilf-III-i GEOIEXTRE MATERIAL 6 INCHES A (150 MIN YIN. PLAN SECTION A -A EXISTING EDGE OF A PAVEMENT SECTION A -A FIBER ROLL A A 15 FEET DIRECTION (4.5 METERS) OF TRAVEL MINIMUM R 1=11H=111= 4 INCHES NUIES: 1. FILTER ROLLS SIAL{. BE CONSTRUCTED LANG ENOUGH TO EXTEND ACROSS THE EXPECTED FLOW PATH. 2. SUPPORT POSTS SHILL BE A MNAYLM 24' LONG I' X 1' WOOD POSTS DRIVEN A MINIMUM OF B INCHES INTO THE GROUND. POSTS SHALL BE SPICED A MAXIMUM OF 10 FEET APART. 3. FILTER ROLL SHILL BE IMBEDDED A MINIMUM OF 3 INCHES INTO EXISTING GROUND 4. CONTRACTOR STALL MAKE INSPECTIONS WEEKLY DURING THE WET SEASON. MONTHLY DURING THE DRY SEASON AND IMMEDIATELY AFTER EACH RAINFALL TO DETERMINE F REPAIRS AND SEDIMENT REMOVAL IS REQUIRED. SEDIMENT SHAT BE REMOVED BEFORE R NAS REACHED ONE HALF THE HEIGHT OF THE FILTER ROIL WARE OR TIE WRAP (TYPICAL) Q WADDLE DETAIL PLACEMENT AT ROLLED CURBS FACE OF CURB INLET FILTER GRATE AI IA PLAN VIEW FILTER OPATEi W7ERAL EXISTING RARE OF INLET GRATE TIE WW SECTION A -A NOTES 1. THE MAXIMUM DRAINAGE AREA PER FILTER SHALL BE NO NOW TNMR 2 ACRES (0.8 HECTARES). 2. THE FILTER PAA SMALL BE I INCH (25 MM) THICK GEINABIE POLYESTER FIBER AND ACRYLIC LATEX RESIN OR APPROVED EQUAL FILTER PAD SHILL OVERLAP DROP INLET ON ALL SUES BY A MN. OF V (25 YM). 3. THE FILTER GRATE SILL BE MADE OF EXPANDED METAL OR REBAR AND BE OF SUFFICIENT STRENGTH TO PREVENT BENDING MEN DRIVEN OVER. CRATE MATFRM SHALL IDT EXCEED 0.5 " (13 EM) THICK. THE GRATE SHALL HAVE A MINIMUM ION OPEN MFA. GRATES USED AT VERTICAL CURBS STALL HIVE A VERTICAL EXTENSION TO COVER THE CURB OPENING. THE FILTER GRATE SHALL BE THE SAME SIZE AS RIE INLET GRATE 4.THE FILTER PAD AND GRATE S1W1 BE SECURELY ATTACHED TO THE DROP ARLES BY WILE OR RE -WRAPS. 5.IN1ET FILTERS SOUL BE INSPECTED WEEKLY AND AFER EACH RAINFALL. REPAIRS AND SEDIMENT AND DEBRIS REMOVAL SAL BE MADE AS NECESSARY. 6.INLET FLIERS SAIL BE'CONSTRUC ION' STORM DRAIN FILTERS BY POLLUTION SOLUTION. Q INLET DETAIL PLAN VIEW NOTES 1. STABILIZED CONSTRUCTION SITE ACCESS SHALL BE CONSTRUCTED OF 3' TO 4' WASHED, WELL -GRADED FRACTURED STONE AGGREGATE. MATERIAL SHALL BE PLACED TO A MINIMUM THICKNESS OF 6 INCHES, SLOPED AWAY FROM THE ROADWAY. 2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET (15 METERS). WIDTH SHALL BE A MIN. OF 15 FT (4.5 METERS) OR GREATER IF NECESSARY TO COVER ALL VEHICULAR INGRESS AND EGRESS. PROVIDE AMPLE TURNING RADII. 3. THE ENTRANCE SHALL BE KEPT IN GOOD CONDITION BY OCCASIONAL. TOP DRESSING WITH MATERIAL AS SPECIFIED IN NOTE 1. 4. ACCESSES SHALL BE INSPECTED WEEKLY WRING PERIODS OF HEAVY USAGE. MONTHLY DURING NORMAL USAGE, AND AFTER EACH RAINFALL. WITH MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP DRESSING SHALL BE DONE AS NEEDED. (j) CONSTRUCTION ENTRANCE 50 X 50 MM (2' X Y) STAKE OR 4 J -BAR DRIVEN 1 H -� 25 MM) BELOW TOP OF BILE PLASTIC TARP--------�F COSTING GROUND 4 INCH (100 MM) SET BALE IN TF STRAW OR HAY BALE _4 INCHES (100 MM) MIN. STAKE TARP TO GROUND 18 INCHES (450 MM) MIN. SECTION A -A STRAW BALE ALIGNMENT 2 STAKES ANGLE FIRST STAKE TOWARDS PER BALE PREVIOUSLY WD BALE +T ith= =III= =III -.I=11 III=IIF III_ 11=III=1 =III=111.= PLACE BALES TIGHTLY 4 INCH (100 MM) TOGETHER WITH NO GAPS TRENCH FRONT VIEW NOTES: 1 PLACE BALES IN 4 INCH (100 MM DEEP TRENCH ALONG THE CONTOUR N THE SHAPE OF AN ARC WITH THE UPHILL OF THE ARC'S CENTER. BILES SHILL BE PLACED SO THAT BINDINGS ARE HORIZONTAL. 2. BALES SHALL BE ANCHORED BY TWO 2' X 2' (50 X 50 MY) SEXES OR /4 J -&R DRIVEN THROUGH THE BALE AND INTO THE GROIXND A MINIMUM DIPTH OF 18 INCHES (450 MM). STAKES OR J -BARS SHALL BE DRIVEN RUSH WITH THE TOP OF THE HALE. THE FIRST STANCE OR J -BAR IN EACH BALE SHALL BE DRIVEN AT AN ANGLE TOWARDS THE PREVIOUSLY LAD BALE TO FORCE THE BALES TIGHTLY TOGETHER. 3. AFTER SALES ARE STAKED IN PLACE, EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE SIDE TO A MINIMUM HEIGHT OF 4 INCHES (100 MM). 4. CONTRACTOR MAY SUBSTITUE HAY BALE WITH AN EARTHEN DIKE AFTER RECEIVING APPROVAL FORM A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROLCONTROL 5. CONTRACTOR SHALL INSPECT BALES WEEKLY AND AFTER EACH WASHOUT. REPAIRS SHALL BE MADE AS NECESSW AND SEDIMENT STALL BE REMOVED WHEN R HAS ACCUMULATED TO A DEPTH OF 6 INCIES 7150 MM). ILLS SHALL BE REPLACED THEY HAVE BEEN DAMAGED, COLLAPSED OI! DECOMPOSED. Q CONCRETE WASHOUT Z N to N N -6 Q OIC 0 > ILI Z O l0 P W m0 z z n 0 0A UL��N B 1mml 71MENI N B STRAW BALE ALIGNMENT 2 STAKES ANGLE FIRST STAKE TOWARDS PER BALE PREVIOUSLY WD BALE +T ith= =III= =III -.I=11 III=IIF III_ 11=III=1 =III=111.= PLACE BALES TIGHTLY 4 INCH (100 MM) TOGETHER WITH NO GAPS TRENCH FRONT VIEW NOTES: 1 PLACE BALES IN 4 INCH (100 MM DEEP TRENCH ALONG THE CONTOUR N THE SHAPE OF AN ARC WITH THE UPHILL OF THE ARC'S CENTER. BILES SHILL BE PLACED SO THAT BINDINGS ARE HORIZONTAL. 2. BALES SHALL BE ANCHORED BY TWO 2' X 2' (50 X 50 MY) SEXES OR /4 J -&R DRIVEN THROUGH THE BALE AND INTO THE GROIXND A MINIMUM DIPTH OF 18 INCHES (450 MM). STAKES OR J -BARS SHALL BE DRIVEN RUSH WITH THE TOP OF THE HALE. THE FIRST STANCE OR J -BAR IN EACH BALE SHALL BE DRIVEN AT AN ANGLE TOWARDS THE PREVIOUSLY LAD BALE TO FORCE THE BALES TIGHTLY TOGETHER. 3. AFTER SALES ARE STAKED IN PLACE, EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE SIDE TO A MINIMUM HEIGHT OF 4 INCHES (100 MM). 4. CONTRACTOR MAY SUBSTITUE HAY BALE WITH AN EARTHEN DIKE AFTER RECEIVING APPROVAL FORM A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROLCONTROL 5. CONTRACTOR SHALL INSPECT BALES WEEKLY AND AFTER EACH WASHOUT. REPAIRS SHALL BE MADE AS NECESSW AND SEDIMENT STALL BE REMOVED WHEN R HAS ACCUMULATED TO A DEPTH OF 6 INCIES 7150 MM). ILLS SHALL BE REPLACED THEY HAVE BEEN DAMAGED, COLLAPSED OI! DECOMPOSED. Q CONCRETE WASHOUT Z N to N N -6 Q OIC 0 > ILI Z O l0 P W m0 z z n 0 0A UL��N Design AMC Check AMC Date 03/20/05 Scale NTS Original Drawing Scale 0I %'. 1 WHEN L-L-LI_L.Lll) Sheet Number 9 Of Project File No. H N W z:2 W ao zV) F- CL (L w� :2 a- aH LLIa W OW N� I� a' a� V) � LLJ Design AMC Check AMC Date 03/20/05 Scale NTS Original Drawing Scale 0I %'. 1 WHEN L-L-LI_L.Lll) Sheet Number 9 Of Project File No.