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DUSTING 50 FT (15 METERS) MINIMUM GROW I I r to 12' D PM OF WASHED WELL WADED ri FRAC TTED STONE Pam LIEIII-III=III=11L- GEOTEXIKF WTERYL- (1504 IMM SECTION A -A OF TRAVEL _ 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 MW. OF 15 Fr (4.5 METERS) OR GREATER IF NECESSARY TO COVER ALL VEHICULAR WGRESS AND EGRESS. PROVIDE AMPLE TURNING RADA. 3. THE ENTRANCE SHALL BE KEPT IN GOOD CONDITION BY OCCASIONAL TOP DRESSING WITH MATERIAL AS SPECIFIED W NOTE 1. 4. ACCESSES SHALL BE INSPECTED WEEKLY DURING PERIODS OF HEAVY USAGE. MONTHLY DURING NORMAL USAGE. AND AFTER EACH RAINFALL, WITH MNNENANCE PROVIDED AS NECESSARY. PERIODIC TOP DRESSING SHALL BE DONE AS NEEDED. Q CONSTRUCTION ENTRANCE GRAVEL BAG OVERLAP ONTO SPILLWAY 1.GRAVEL BAGS SHALL BE WOVEN GEOTEXTILE 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 HEJGNT 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' DRAW ROCK. 5. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE FILTER DEPTH WAS 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 WOOD 1POST OR STEEL POST - r NIIL RDW A PLAN NME4 1. FILTER ROLLS SHALL E CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS THE EXPECTED FLOW PATH 2. SUPPORT POSTS STALL BE A MINIMUM 24• LONG 1' X 1' WOOD POSTS DRIVEN A MINIM OF W INCHES INTO THE GROUND. POSTS SINAL BE SWIG:D A MAXIMUM OF 10 FEET APART. 3. ITER ROLL SHALL BE ROMDED A MINIMUM OF 3 RICHES INTO DOSING GROUND 4. CONTRACTOR SHALL MAKE INSPECTIONS WEDGY DURING THE WET SEASON. MONTHLY DUIING THE DRY SEASON AND IMMEDIATELY AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL S REQUIRED. SEDIMENT GALL E REMOVED SUCK R HAS RE/GHEO ONE HALF THE HEIGHT OF THE FILTER ROLL. G) WADDLE DETAIL PLACEMENT AT VERTICAL CURBS PLACEMENT AT ROLLED CURBS FAM OF CURBTI rINLET- am FILTER FACE OF CURB INLET amFLUX 1101111 1. THE MAXIMUM DRAINAGE AREA PER FILTER SMALL SE RD MORE TWIN 2 ACRES (OA HHECTAES). 2.7W FILTER PAD SNALL RE 1 INCH (25 MM) THICK CLEANABLE POLYESTER FIBER AND ACRE C LATE RISA OR APPROVED EQUAL FILTER PM SHALL OVERLAP DROP NET ON ALL SIDES BY A MK OF 1' (25 MM). 3. THE FILTER GRATE SHALL BE MADE OF DFANDED METAL OR RESAR AND BE OF SUFFICIENT STP04 M TO PREVENT BENDING WHEN DAMON OVER. GRATE MATERIAL SHALL NOT EXCEED OA INCA (13 W) TICK. THE GRATE SHALL HANE A MINIMUM 6011 OPEN MEA GRAM USED AT VERTICAL CURBS SHALL WYE A VERTICAL DaIDIS10N TO COVER THE CURB OPENING. THE FILTER GRATE SWILL BE THE SAME SIZE M THE NET GRATE. 4. THE FILTER PAD AND GRAZE SHALL BE SECURELY ATTACHED TO THE DROP NET BY JAMIE OR TE -WRAPS. 5.1161.17 FILTERS SHALL SE INSPECTED WEEKLY AND AFTER EACH RAWFALL REPAIRS AND SEDIMENT AND DEBRIS REMOVAL SHALL E MADE M NECESSARY. 6.114i7 FILTERS SMALL E HCOIBIWJCIIOR• STORY DRAW FILTERS BY POLLUTION soLunoK Q CURB INLET DETAIL 550 X 50 MM (2• X n STAKE OR `25 MM) BELOWTOP OFF WE_ PLASTIC TARP' HMOIN OR WIRE BINDINGS DUSTING Gm1WD -z 4 INCH (100 MM) SET BINE W TR A-1 STRAW OR HAY BALE _4 INCHES (100 MM) MN. SPIE TARP TO Gun 18 INCHES (450 MY) MOI. SECTION A -A STRAW BALE AUGNMENT " 1 � � ■IIT■■I�1■ ■ISI■■ISI■ 1 � r 1 •a . .4 NOTES: 1 PLACE BALE'S W 4 INCH 100 YY DEEPTRENCH NG THE CONTOUR N SHAAN THE PE OF ARC THE UPHILL OF THE A6µpCDUM BALES SHALL BE PLACED SO THAT BOOM ARE HORIZONTAL 50 x 50 LRM) /F 2. J -W DAM MOM THE 8 BALES SHALL BE NDNfO THE CROUD A(IRNNIY DEPW F1 OR (450 W} STAKES OR J -SAILS SHIALL BE DRIVEN FLUSH WITH THE TOP OF THE BALE. THE PAST SPUM OR J -BAR IN EACH BICE SHALL BE DRIVEN AT AN ANGLE TOWARDS THE PREVIOUSLY UD BALE W FORCE THE BALES TORY TOGETHER. 3' CKFILLED AAGAINST�TFE S ATO ARE SAM NMINIM M HEIGHT OF 44 INCHES ((10BE 0 MM). 4. CONTRACTOR MAY SUBSRME HAY BALE WITH AN EARTHEN DIKE AFTER RECEIVING APPROVAL FORM A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT OONTROLCONTROL S. CONTRACTOR SHALL L I SPECT BALES WEEKLY AND AFTER EACH WASHOUT. REPASS SMALL BE MADE AS NECESSARY AID SEDIMENT SIAL BE ROOM TOOL IT LAS ADDJUMATED TO A OEPIN OF B RICINS 150 01 NOES SHALL BE REPRICED WHEN THEY ME BEEN ONAGBD. COLLAPSED OR DEDWOSED Q CONCRETE WASHOUT GRAVEL SPILLWAY J A 12'[��12' IDWG HF. MIN. MW. BASIN SECTION A -A 1. GRAVEL BAGS SHALL BE WOVEN GEOTDMLE 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 W THE MIDDLE OF THE TOP ROW OF BAGS TO SERVE AS SPILLWAY. SPILLWAY HEIGHT SHALL BE SUFFICIENT IN SIZE TO PASS FLOWS FROM SEVER STORM EVEN. 4. PLACE TWO LAYERS OF GRAVEL BMS. OVER LAP BMS AND PACK THEM TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN BAGS. FILL BAG WITH 3/4' DRAIN ROCK. S. 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 B 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 NINE OR WRAP (TYTIE PICAL) INLET DETAIL PLACEMENT AT ROLLED CURBS FACE i 0=7 111 GRATE NLLT R,ER AI ! IA PLAN NEW FILTER (IRATE FILTER MATERIAL EXISTING WOE OR NET CRATE 11E WRAP SECTION A -A W RIS I. THE MAIWM DRAINAGE AREA PER FLTER SHALL SE NO MORE THAN 2 ACRES (OA IECARES). 2. THE FILTER PAD SIAL E 1 INCH (25 MIM) THICK CLEANNNE POLYMER FIRER AND ACRY C LATEX RESIN OR APPROVED EOMI. FLIER PAD SHALL OVERLAP DROP NET ON ALL SOB BY A MN, OF V (25 MM). 3.7HE FILTER GRATE SHALL RE MADE OF EXPANDED MEAL OR RERAR AND RE OF SUITCOR STRENGTH TO PREVENT RENOIG WHEN DRMDM OVER GATE MATERIAL FALL NOT EXCEED 0.5 ICH (13 MM) MM THE GRATE SHALL WME A MINIMUM MX OPEN AREA GRATES USED AT VERTICAL CLAMIS SHALL HAVE A VERTICAL IX7ENS10N TO COVER THE CURB OPENING. THE FILTER ORATE SMALL RE THE SAME ON AS THE NIST GATE. 4. THE FILTER PAD AND GAT: SHALL BE SECURELY ATTACHED TO THE DROP MEET BY wow OR TIE-WRMY 5.111LET FLIERS SMALL BE INSPECTED WEEKLY AND ALFA EACH RAINFALL REPAIRS AND SEDIMENT AID DEBTS REMOVAL. SHALL E MADE AS NECESSARY. B.ILET FLIERS SMALL E 'CONSTRUCTION` STOW DRAIN FILTERS BY POILUTON soLUMDK C) INLET DETAIL PLAN NEW PLAN NEW TINGRLQ FILTER GRATE FILTER 1A - �■ Q U'�� CIMI 0 WWa OR 1E WRAP J O RTFR 6RIOE - Ui (g , Z O Dn O WMO W Z O Z -. n v, UL6PC z , 0 Z "'� EX05IWG DROP HIRE 011 HITT GRATE TIE VARA 7N z� SECTION B - B 7IAL DUSTING DROP (n ow NET GRATE N Q SECTION A - A 1101111 1. THE MAXIMUM DRAINAGE AREA PER FILTER SMALL SE RD MORE TWIN 2 ACRES (OA HHECTAES). 2.7W FILTER PAD SNALL RE 1 INCH (25 MM) THICK CLEANABLE POLYESTER FIBER AND ACRE C LATE RISA OR APPROVED EQUAL FILTER PM SHALL OVERLAP DROP NET ON ALL SIDES BY A MK OF 1' (25 MM). 3. THE FILTER GRATE SHALL BE MADE OF DFANDED METAL OR RESAR AND BE OF SUFFICIENT STP04 M TO PREVENT BENDING WHEN DAMON OVER. GRATE MATERIAL SHALL NOT EXCEED OA INCA (13 W) TICK. THE GRATE SHALL HANE A MINIMUM 6011 OPEN MEA GRAM USED AT VERTICAL CURBS SHALL WYE A VERTICAL DaIDIS10N TO COVER THE CURB OPENING. THE FILTER GRATE SWILL BE THE SAME SIZE M THE NET GRATE. 4. THE FILTER PAD AND GRAZE SHALL BE SECURELY ATTACHED TO THE DROP NET BY JAMIE OR TE -WRAPS. 5.1161.17 FILTERS SHALL SE INSPECTED WEEKLY AND AFTER EACH RAWFALL REPAIRS AND SEDIMENT AND DEBRIS REMOVAL SHALL E MADE M NECESSARY. 6.114i7 FILTERS SMALL E HCOIBIWJCIIOR• STORY DRAW FILTERS BY POLLUTION soLunoK Q CURB INLET DETAIL 550 X 50 MM (2• X n STAKE OR `25 MM) BELOWTOP OFF WE_ PLASTIC TARP' HMOIN OR WIRE BINDINGS DUSTING Gm1WD -z 4 INCH (100 MM) SET BINE W TR A-1 STRAW OR HAY BALE _4 INCHES (100 MM) MN. SPIE TARP TO Gun 18 INCHES (450 MY) MOI. SECTION A -A STRAW BALE AUGNMENT " 1 � � ■IIT■■I�1■ ■ISI■■ISI■ 1 � r 1 •a . .4 NOTES: 1 PLACE BALE'S W 4 INCH 100 YY DEEPTRENCH NG THE CONTOUR N SHAAN THE PE OF ARC THE UPHILL OF THE A6µpCDUM BALES SHALL BE PLACED SO THAT BOOM ARE HORIZONTAL 50 x 50 LRM) /F 2. J -W DAM MOM THE 8 BALES SHALL BE NDNfO THE CROUD A(IRNNIY DEPW F1 OR (450 W} STAKES OR J -SAILS SHIALL BE DRIVEN FLUSH WITH THE TOP OF THE BALE. THE PAST SPUM OR J -BAR IN EACH BICE SHALL BE DRIVEN AT AN ANGLE TOWARDS THE PREVIOUSLY UD BALE W FORCE THE BALES TORY TOGETHER. 3' CKFILLED AAGAINST�TFE S ATO ARE SAM NMINIM M HEIGHT OF 44 INCHES ((10BE 0 MM). 4. CONTRACTOR MAY SUBSRME HAY BALE WITH AN EARTHEN DIKE AFTER RECEIVING APPROVAL FORM A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT OONTROLCONTROL S. CONTRACTOR SHALL L I SPECT BALES WEEKLY AND AFTER EACH WASHOUT. REPASS SMALL BE MADE AS NECESSARY AID SEDIMENT SIAL BE ROOM TOOL IT LAS ADDJUMATED TO A OEPIN OF B RICINS 150 01 NOES SHALL BE REPRICED WHEN THEY ME BEEN ONAGBD. COLLAPSED OR DEDWOSED Q CONCRETE WASHOUT GRAVEL SPILLWAY J A 12'[��12' IDWG HF. MIN. MW. BASIN SECTION A -A 1. GRAVEL BAGS SHALL BE WOVEN GEOTDMLE 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 W THE MIDDLE OF THE TOP ROW OF BAGS TO SERVE AS SPILLWAY. SPILLWAY HEIGHT SHALL BE SUFFICIENT IN SIZE TO PASS FLOWS FROM SEVER STORM EVEN. 4. PLACE TWO LAYERS OF GRAVEL BMS. OVER LAP BMS AND PACK THEM TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN BAGS. FILL BAG WITH 3/4' DRAIN ROCK. S. 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 B 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 NINE OR WRAP (TYTIE PICAL) INLET DETAIL PLACEMENT AT ROLLED CURBS FACE i 0=7 111 GRATE NLLT R,ER AI ! IA PLAN NEW FILTER (IRATE FILTER MATERIAL EXISTING WOE OR NET CRATE 11E WRAP SECTION A -A W RIS I. THE MAIWM DRAINAGE AREA PER FLTER SHALL SE NO MORE THAN 2 ACRES (OA IECARES). 2. THE FILTER PAD SIAL E 1 INCH (25 MIM) THICK CLEANNNE POLYMER FIRER AND ACRY C LATEX RESIN OR APPROVED EOMI. FLIER PAD SHALL OVERLAP DROP NET ON ALL SOB BY A MN, OF V (25 MM). 3.7HE FILTER GRATE SHALL RE MADE OF EXPANDED MEAL OR RERAR AND RE OF SUITCOR STRENGTH TO PREVENT RENOIG WHEN DRMDM OVER GATE MATERIAL FALL NOT EXCEED 0.5 ICH (13 MM) MM THE GRATE SHALL WME A MINIMUM MX OPEN AREA GRATES USED AT VERTICAL CLAMIS SHALL HAVE A VERTICAL IX7ENS10N TO COVER THE CURB OPENING. THE FILTER ORATE SMALL RE THE SAME ON AS THE NIST GATE. 4. THE FILTER PAD AND GAT: SHALL BE SECURELY ATTACHED TO THE DROP MEET BY wow OR TIE-WRMY 5.111LET FLIERS SMALL BE INSPECTED WEEKLY AND ALFA EACH RAINFALL REPAIRS AND SEDIMENT AID DEBTS REMOVAL. SHALL E MADE AS NECESSARY. B.ILET FLIERS SMALL E 'CONSTRUCTION` STOW DRAIN FILTERS BY POILUTON soLUMDK C) INLET DETAIL 0z Z It LU a, �■ Q U'�� 0 U J O U Ui (g 3 Z O Dn O WMO W Z O Z -. n v, UL6PC z , 0 0z It g a, M HM J O U � Z z O � O z 0 Z "'� z� �a :5 (n ow CL N Q W ce Q jU z O CL O M - W Design AMC Check AMC Scale NTS Original Drawing Scale 0 X. 1. LLLLLLLLJ Sheet Number 13AD( 17 Project File No 04-138