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Home My WebLink About05 Erosion Control Plan"DON'T DIG BLIND" "IT'S THE LAW" Silt Fence pw 1 Waglan SF INDIANA UNDERGROUND PROTECTION SERVICE, INC. Cali 1- 800 -382 -5544 2 Working Days Before You Dig. 1r s ENTERPRISE LEASING CO PANY OF INDIANAPOLIS INC. Silt Fence ,r SANITARY MANHOLE 1 j t LAND Co truc ion LEBO AREAS TO BE SEEDED BLANKETED OR HYDRO SEEDED SE: B-6 t .trance CONCRETE- 0- 111/ LR N.-- SANITARY MANHOLE ASPHALT MARE oFwE GERALD W. CURRY TRUSTEE OF REVOCABLE GRANTOR TRUST LAND USE: B-6 AREAS TO BE SEEDED W/ PERMANENT SEED EROSI ❑N CONTROL BLANKETS GRAVEL ENTRANCE SILT FENCE INLET SEDIMENT PROTECTION (SEE DETAIL) 30 44 iss 0 1 Jr *Ix r ar 4 74 1 r 01 Pi 0.1 Ate*, 46 04 111 A* At#A0446 tag 11111111111111 North 0 Silt Fence 15 GRAPHIC SCALE 0 60 IN FEET 1 inch 30 ft. NOTE: Survey and boundary 1nformation provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. FLOOD MAP INFORMATION FLOOD INSURANCE RATE MAP THE SITE DOES NOT LIE WITHIN A FLOODWAY OR FLOODWAY FRINGE PER HAMILTON COUNTY, INDIANA. AND INCORPORATED AREAS. PANEL 0236, MAP 4 18057CO236F. EFFECTIVE DATE FEBRUARY 19, 2003. THE SITE IS ZONED 'X'. EDMUND W. MA TIN TN/ R. KINNICK LAND USE: B -6 1 -752 4 120 0 Q ST0 EROSION CONTROL RIGHT-OF-WAY M INLET N) 01 11 THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 25 FEET ONCE THE CURB HAS BEEN BACKFILLED, Cn Silt Fence t. S k ov; N, axisTEiPf�., NO. 880573 i ,o'• STATE OF /O N 1 11 IIiuifl 1. The contractor shall schedule a Pre- construction meeting with the Hamilton County Soil and Water Conservation District prior to any construction on the site being started. 2. The construction entrance installed. 3. Sediment basin for pond constructed. 4, Outlet pipe and control structure for pond constructed for pond. 5. Temporary stone swale across main entrance drive constructed. 6. Silt fence entire project site. 7, Maintenance and refueling area constructed. 8. Concrete washout area constructed. 9. Posting information area shall be constructed. All items, as outlined in the 0 M manual for Post Construction water quality measures shalt be placed in this area. 10. Forebays for pond constructed. 11. Grade the site (side swales, and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swates and disturbed areas that cannot be final seeded within a time period that will prevent slope erosion, For temporary seeding, the contractor shalt utilize a fast growing seed of either oats, annual rye grass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. 12. Storm inlets are to be protected immediately after installation. 13. Contractor shalt control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic Leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 14. Maintain att fitters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bates may be required during construction as specified by Engineer or Soil Conservation Service. Payment for additional straw bales shalt be at the contractor's expense. Payment for additional rip -rap (not shown on plans) and seeding shall be paid for on a unit cost basis. 15. Contractor shall install all storm sewers, and subsurface drains. Straw bale filters shall be installed at all storm inlets (including street inlets). Z. EROSION CONTROL LEASURES A SCHEDULE 2' -3' WASHED STONE (IND ❑T CA, 4t2) MINIMUM LENGTH 50' STONE DRVE EW RANCE DETAL 1. FILL GEOTEXTILE BAGS APPROXIMATELY HALF FULL WITH 2 TO 3 INCH STONE OR GRAVEL. 2. AT A POSITION DOMM SLOPE OF THE 1.01 AND UPSLOPE OF THE INLE1, LAY BAGS TIGHTLY IN A ROW CURING UPSLOPE FROM CURB AND AWAY FROM INLET. 3. OVERLAP BAGS ONTO THE CURB AND EXTEND A MIN IMUM OF 3 FEET INTO THE STREET. 4. FOR ADDITIONAL LAYERS. OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE -BAG GAP IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY, 5. PLACE BAGS IN AN ARC AROUND CURB INLETS THAT ARE IN A SUMP POSITION. B. SET UP SAFETY /TRAFFIC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAUSING POSSIBLE INJURY. 7. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. TRENC PACKE STRAW PLAN ELEVATION POINTS "A" SHOULD BE HIGHER THAN POINT "B" GRAVEL BAGS OVERLAP ONTO THE CURB 0 J GAP BETYEEN BAGS ACTS AS A SPILLWAY CURB INLET PROTECTION DETAIL OR 1 ESCAVATE A TRENCH ST OOD STAK 4' DEEP AND THE WIDTH WIDTH OF A STRAW BALE. STRAW BAL 3 WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER. COMPACTED BACKFILL DRAINAGE WAY I .I =iI STRAW BALE BARRIER 3 FT. (MIN.) `RUNOFF R UNOF \WO PLACE AND STAKE STRAW BALES, TWO STAKES PER BALE. m I I tIL BINDING WIRE OR TWINE J4 BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING. EROSION CONTROL MEASURES MANTENANCE MOMS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION AND REPAIR IMMEDIATELY, 3, AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT SILT FENCE AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS OR BECOMES INEFFECTIVE, REPLACE THE AFFECTED AREA IMMEDIATELY. 3. REMOVE SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL FENCE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAP AFTER EACH STORM EVENT. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4, INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. PROMPTLY REPLACE ANY DISPLACED RIPRAP. 6. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT CURB INLET SEDIMENT BARRIER PERIODICALLY AND AFTER EACH STORM EVENT AND REPAIR IF NEEDED. 2. REMOVE SEDIMENT WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 3. DEPOSIT SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. EROSION CONTROL BLANKET MAINTENANCE REQUIREMENTS 1. INSPECT EROSION CONTROL BLANKET PERIODICALLY AND AFTER EACH STORM EVENT, 2. IF ANY AREA SHOWS EROSION, ADD SOIL AND RE -SEED THE AREA, RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE COVER IS ESTABLISHED, CHECK THE AREA PERIODICALLY. TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. 2. RESHAPE ENTRANCE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. ADD CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5, REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY, EROSION GAMBOL HMV NMI AMERICAN GREEN 5150 OR EQUAL F R SECURING 7HE BLANKET. USE USE EROS i CON1ROL BLANKET. NTAL Eft204 1. FILL GEOTEXTILE BAGS APPROXIMATELY HALF FULL WITH 2 TO 3 INCH STONE OR GRAVEL. 2. OVERLAP BAGS AROUND INLET AND EXTEND A MIN- IMUM OF 3 FEET AWAY FROM CASTING. 3. FOR ADDITIONAL LAYERS, OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE -BAG GAP IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. 4. PLACE BAGS IN AN ARC AROUND INLETS THAT ARE IN A SUMP POSITION. 5. SET UP SAFETY /TRAFFIC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAUSING POSSIBLE INJURY. 6. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. INLET PROTECTION DETAIL 1. PREPARE SOL BRIE INSWING BLANKET% INCLUDING APPLICATION OF LM FER1LIZER MD SEED" 2. BEGIN AT 7HE ltP W 11E CHANNEL BY ARMGHO NliG 7HE BLANKET N A d' DEEP x 8' NNE TRENCH. BAt1CFILt AND Cl 'ACT THE WENCH AFTER STAPLING. ROt.L CENTER OUWKET Ili DIRECTION G OMER FLOW ON BOTTOM OF CHANNEL 4 PLACE ELAN= END OVER EN! (S IPA2E SftE IMTH A 3' OVERLAP. US A DOUBLE ROIV OF STAGGERED STAPLES 4' APART 10 SECURE BLA NCEI5 Yid SEE CRAM PLAN NOTES RJR INSTALLATION (swALE) TYPICAL SECTION FABRIC OVER THE CASTING INLET falcon ENGINEERING, INC. 13110 Promise Road, Noblesville, IN 46060 Phone: (317) 841 -3141 Fax: (317) 841 -9951 PROPOSED GRADE TOP VIEW Job No. SAW BAGS CONTRACTOR SHALL SURROUND ALL EXrIST1NG DRAINAGE STRUCTURES W/ SAND BAGS THESE SILT CONTROL DEWCES HILL BE MAINTAINED BY THE CONTRACTOR UNTIL ENQP EER AUTHORIZES REMOVAL, WERE STRUCTURES ARE PLACED IN PAVED SURFACE AREAS, EROSIOY CONTROL MEASURES CAN BE REMOVED W1EN PAWNG IS STARTED IN THE AFFECTED AREA. B FLLL WENGJH a: t AIMS AT TOP OF SIDE SLOPES MST OE ANCHORS) N 6' DEEP x 8' NfE 1REINCt>I` MOM. AND COMPACT DIE 7RDICH AFTER STAPLNMG. RAN= 0 S PE SLOPES MUST OE OVERLAPPED 4' OVER THE CENTER LINNET MD STAPLED. 7. NNE MOM EN) OF 711E BLANGEIS MST OE WHORED DI A 6"' DEEP x 6' NVE TRENCH BACKFIL AND COMPACT IHE WENCH AFTER STAPI.NMG. Date March 29, 2004 100.0 1'' 30' Sheet No. 5 OF t t NOTE] DRAWING IS FOR EROSION CONTROL ONLY "DON'T DIG BLIND" "IT'S THE LAW" Silt Fence pw 1 Waglan SF INDIANA UNDERGROUND PROTECTION SERVICE, INC. Cali 1- 800 -382 -5544 2 Working Days Before You Dig. 1r s ENTERPRISE LEASING CO PANY OF INDIANAPOLIS INC. Silt Fence ,r SANITARY MANHOLE 1 j t LAND Co truc ion LEBO AREAS TO BE SEEDED BLANKETED OR HYDRO SEEDED SE: B-6 t .trance CONCRETE- 0- 111/ LR N.-- SANITARY MANHOLE ASPHALT MARE oFwE GERALD W. CURRY TRUSTEE OF REVOCABLE GRANTOR TRUST LAND USE: B-6 AREAS TO BE SEEDED W/ PERMANENT SEED EROSI ❑N CONTROL BLANKETS GRAVEL ENTRANCE SILT FENCE INLET SEDIMENT PROTECTION (SEE DETAIL) 30 44 iss 0 1 Jr *Ix r ar 4 74 1 r 01 Pi 0.1 Ate*, 46 04 111 A* At#A0446 tag 11111111111111 North 0 Silt Fence 15 GRAPHIC SCALE 0 60 IN FEET 1 inch 30 ft. NOTE: Survey and boundary 1nformation provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. FLOOD MAP INFORMATION FLOOD INSURANCE RATE MAP THE SITE DOES NOT LIE WITHIN A FLOODWAY OR FLOODWAY FRINGE PER HAMILTON COUNTY, INDIANA. AND INCORPORATED AREAS. PANEL 0236, MAP 4 18057CO236F. EFFECTIVE DATE FEBRUARY 19, 2003. THE SITE IS ZONED 'X'. EDMUND W. MA TIN TN/ R. KINNICK LAND USE: B -6 1 -752 4 120 0 Q ST0 EROSION CONTROL RIGHT-OF-WAY M INLET N) 01 11 THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 25 FEET ONCE THE CURB HAS BEEN BACKFILLED, Cn Silt Fence t. S k ov; N, axisTEiPf�., NO. 880573 i ,o'• STATE OF /O N 1 11 IIiuifl 1. The contractor shall schedule a Pre- construction meeting with the Hamilton County Soil and Water Conservation District prior to any construction on the site being started. 2. The construction entrance installed. 3. Sediment basin for pond constructed. 4, Outlet pipe and control structure for pond constructed for pond. 5. Temporary stone swale across main entrance drive constructed. 6. Silt fence entire project site. 7, Maintenance and refueling area constructed. 8. Concrete washout area constructed. 9. Posting information area shall be constructed. All items, as outlined in the 0 M manual for Post Construction water quality measures shalt be placed in this area. 10. Forebays for pond constructed. 11. Grade the site (side swales, and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swates and disturbed areas that cannot be final seeded within a time period that will prevent slope erosion, For temporary seeding, the contractor shalt utilize a fast growing seed of either oats, annual rye grass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. 12. Storm inlets are to be protected immediately after installation. 13. Contractor shalt control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic Leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 14. Maintain att fitters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bates may be required during construction as specified by Engineer or Soil Conservation Service. Payment for additional straw bales shalt be at the contractor's expense. Payment for additional rip -rap (not shown on plans) and seeding shall be paid for on a unit cost basis. 15. Contractor shall install all storm sewers, and subsurface drains. Straw bale filters shall be installed at all storm inlets (including street inlets). Z. EROSION CONTROL LEASURES A SCHEDULE 2' -3' WASHED STONE (IND ❑T CA, 4t2) MINIMUM LENGTH 50' STONE DRVE EW RANCE DETAL 1. FILL GEOTEXTILE BAGS APPROXIMATELY HALF FULL WITH 2 TO 3 INCH STONE OR GRAVEL. 2. AT A POSITION DOMM SLOPE OF THE 1.01 AND UPSLOPE OF THE INLE1, LAY BAGS TIGHTLY IN A ROW CURING UPSLOPE FROM CURB AND AWAY FROM INLET. 3. OVERLAP BAGS ONTO THE CURB AND EXTEND A MIN IMUM OF 3 FEET INTO THE STREET. 4. FOR ADDITIONAL LAYERS. OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE -BAG GAP IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY, 5. PLACE BAGS IN AN ARC AROUND CURB INLETS THAT ARE IN A SUMP POSITION. B. SET UP SAFETY /TRAFFIC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAUSING POSSIBLE INJURY. 7. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. TRENC PACKE STRAW PLAN ELEVATION POINTS "A" SHOULD BE HIGHER THAN POINT "B" GRAVEL BAGS OVERLAP ONTO THE CURB 0 J GAP BETYEEN BAGS ACTS AS A SPILLWAY CURB INLET PROTECTION DETAIL OR 1 ESCAVATE A TRENCH ST OOD STAK 4' DEEP AND THE WIDTH WIDTH OF A STRAW BALE. STRAW BAL 3 WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER. COMPACTED BACKFILL DRAINAGE WAY I .I =iI STRAW BALE BARRIER 3 FT. (MIN.) `RUNOFF R UNOF \WO PLACE AND STAKE STRAW BALES, TWO STAKES PER BALE. m I I tIL BINDING WIRE OR TWINE J4 BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING. EROSION CONTROL MEASURES MANTENANCE MOMS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION AND REPAIR IMMEDIATELY, 3, AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT SILT FENCE AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS OR BECOMES INEFFECTIVE, REPLACE THE AFFECTED AREA IMMEDIATELY. 3. REMOVE SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL FENCE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAP AFTER EACH STORM EVENT. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4, INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. PROMPTLY REPLACE ANY DISPLACED RIPRAP. 6. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT CURB INLET SEDIMENT BARRIER PERIODICALLY AND AFTER EACH STORM EVENT AND REPAIR IF NEEDED. 2. REMOVE SEDIMENT WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 3. DEPOSIT SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. EROSION CONTROL BLANKET MAINTENANCE REQUIREMENTS 1. INSPECT EROSION CONTROL BLANKET PERIODICALLY AND AFTER EACH STORM EVENT, 2. IF ANY AREA SHOWS EROSION, ADD SOIL AND RE -SEED THE AREA, RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE COVER IS ESTABLISHED, CHECK THE AREA PERIODICALLY. TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. 2. RESHAPE ENTRANCE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. ADD CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5, REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY, EROSION GAMBOL HMV NMI AMERICAN GREEN 5150 OR EQUAL F R SECURING 7HE BLANKET. USE USE EROS i CON1ROL BLANKET. NTAL Eft204 1. FILL GEOTEXTILE BAGS APPROXIMATELY HALF FULL WITH 2 TO 3 INCH STONE OR GRAVEL. 2. OVERLAP BAGS AROUND INLET AND EXTEND A MIN- IMUM OF 3 FEET AWAY FROM CASTING. 3. FOR ADDITIONAL LAYERS, OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE -BAG GAP IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. 4. PLACE BAGS IN AN ARC AROUND INLETS THAT ARE IN A SUMP POSITION. 5. SET UP SAFETY /TRAFFIC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAUSING POSSIBLE INJURY. 6. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. INLET PROTECTION DETAIL 1. PREPARE SOL BRIE INSWING BLANKET% INCLUDING APPLICATION OF LM FER1LIZER MD SEED" 2. BEGIN AT 7HE ltP W 11E CHANNEL BY ARMGHO NliG 7HE BLANKET N A d' DEEP x 8' NNE TRENCH. BAt1CFILt AND Cl 'ACT THE WENCH AFTER STAPLING. ROt.L CENTER OUWKET Ili DIRECTION G OMER FLOW ON BOTTOM OF CHANNEL 4 PLACE ELAN= END OVER EN! (S IPA2E SftE IMTH A 3' OVERLAP. US A DOUBLE ROIV OF STAGGERED STAPLES 4' APART 10 SECURE BLA NCEI5 Yid SEE CRAM PLAN NOTES RJR INSTALLATION (swALE) TYPICAL SECTION FABRIC OVER THE CASTING INLET falcon ENGINEERING, INC. 13110 Promise Road, Noblesville, IN 46060 Phone: (317) 841 -3141 Fax: (317) 841 -9951 PROPOSED GRADE TOP VIEW Job No. SAW BAGS CONTRACTOR SHALL SURROUND ALL EXrIST1NG DRAINAGE STRUCTURES W/ SAND BAGS THESE SILT CONTROL DEWCES HILL BE MAINTAINED BY THE CONTRACTOR UNTIL ENQP EER AUTHORIZES REMOVAL, WERE STRUCTURES ARE PLACED IN PAVED SURFACE AREAS, EROSIOY CONTROL MEASURES CAN BE REMOVED W1EN PAWNG IS STARTED IN THE AFFECTED AREA. B FLLL WENGJH a: t AIMS AT TOP OF SIDE SLOPES MST OE ANCHORS) N 6' DEEP x 8' NfE 1REINCt>I` MOM. AND COMPACT DIE 7RDICH AFTER STAPLNMG. RAN= 0 S PE SLOPES MUST OE OVERLAPPED 4' OVER THE CENTER LINNET MD STAPLED. 7. NNE MOM EN) OF 711E BLANGEIS MST OE WHORED DI A 6"' DEEP x 6' NVE TRENCH BACKFIL AND COMPACT IHE WENCH AFTER STAPI.NMG. Date March 29, 2004 100.0 1'' 30' Sheet No. 5 OF t t