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Home My WebLink Aboutpg 04 of 10 Erosion Control Plany reiifwpzawp i it T:. Construction Staging Area Inlet Protection Ex. 15' U.E. 3p 1.5W5111 SF Construction En LEGEND AREAS TO BE SEEDED BLANKETED DR HYDRO SEEDED GRAVEL ENTRANCE SILT FENCE INLET SEDIMENT PROTECTION (SEE DETAIL) silt; Fences EXf SU r II 30 NOTE: Survey and boundary it format on provided Survey d�oLt4/i3 4/15/03. SITE Engineering, INC.. SITE FLOOD INFO: THE SITE LIES WITHIN THE FEDERALLY DESIGNATED FLOOD ZONE AE PER FLOOD INSURANCE RATE MAP (FIRM) #18057C 0236 F, EFFECTIVE FEBRUARY 19, 2003. THE BASE FLOOD ELEVATION (BFE) 741.30 PER IDNR FIS PANEL 07P DATED FEBRUARY 19, 2003 0 Silt Fence 15 GRAPHIC SCALE 30 60 IN FEET 1 inch 30 ft. No. 120 ,,IIIIIII//,� l t. SK No. 880573 .o STATE OF 4=4, 4: VON AL 0 �I111iI%%% 08/17/04 Date Revision 12' MIN. STONE DRIVE ENTRANCE DETAIL 1. FILL GEOTEXTILE BAGS APPROXIMATELY HALF FULL MATH 2 TO 3 INCH STONE OR GRAVEL. 2. AT A POSITION DOWN SLOPE OF THE LOT AND UPSLOPE OF THE INLET, LAY BAGS TIGHTLY IN A ROW CURMNG 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. 6. 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. Design By MFH GRAVEL BAGS OVERLAP ONTO THE CURB GAP BETIfEN BAGS ACTS AS A SPILLWAY CURB INLET PROTECTION DETAIL City of Carmel, Clay Township, Drawn By MFH 3 Ft (TIN.) TRENC PACKE STRAW PLAN PLAN WIDTH ALE r -f 0 ELEVATION POINTS A SHOULD BE HIGHER THAN POINT "B" ESCAVATE A TRENCH WOOD OR 4' DEEP AND THE STEEL STAK WIDTH OF A STRAW BALE. STRAW BAL 3 WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER, COMPACTED BACKFILE■ 0 J DRAINAGE WAY STRAW BALE BARRIER PLACE AND STAKE STRAW BALES, TWO STAKES PER BALE. INDING WIRE OR TWINE 4 BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING. EROSION CONTROL PLAN TOM WOOD JAGUAR PARKING Hamilton County, Indiana Checked By AES 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 FABRIC OVER THE CASTING INLET TOP VFW SAND BAGS CONTRACTJ? SHALL SURROUND ALL EXISTING DRATVAGE STRUCTURE'S W/ SAND BAGS RIESE SILT CONTROL DEVICES WLL BE MAINTAINED BY THE CONTRACTOR UNTO. ENGINEER AUTHORIZES REMOVAL WHERE STRUCTURES ARE PLAID IN PAVED SURFACE AREAS EROSION CONTROL MEASURES CAN BE REMOVED $HEN PAVING IS STARTED IN THE AFFECTED AREA. MOWN COM BLANKET VW AIM. MTh SRO OR w*1R SCUM NE EILANNEE USE USE ORM OM& man DEVIL WIN a ROIL BOTTOM OF q All a�:'�1 NICER AVOID p11 4 RIM BAN= an awe ENO INN A 8' OIERLW. USE A DOUBLE R W OF WAXERS MARES r tee, m SOME eM1E7s IMEs fat IMSTAIuVON 1. PREPARE SOIL ERNE =TAUS am an wawa A APRICATION OF LINE RRIV ER AIIE Sea I ELM AT PIE NP OF RE CHANNEL BY AtOTONNO RE BLANKET 111 Air NEP x IM' AE WEIL BAf1,L AND N, EWALT NE TRENCH Af7ER STARR* (SWALE) TYPICAL SECTION RV. WNW OF RAMS AT J OF SVE SCOPES ST E matomn t l rp x r m L MOM MD COMPACT RE TRENCH AFEER STAPt/I EMMEN ON MEE EWES NWT BE MOPED r Ott R 111E CORER BMW Ail D STAPlAA z VIE 'SAL END RE 6EAilEEI$ NUST E WHORED INA r mat SAOR1�. AND (=PACT RE TRENCH Approved By AES falcon ENGINEERING, INC. 13110 Promise Road, Noblesville, IN 46060 Phone: (317) 841 -3141 Fax! (317) 841 -9951 Date August 6, 2004 Job No. 159.0 Scale 1' 30' Sheet No. 4 OF 10 I r�- 10' INLET 20' UNIT OF TEMPORARY SUMP PLAN PERMANENT 10' FINISH GRADE M I TEMPORARY SUMP GRADE PROFILE NOTE: TEMPORARY SILTATION SUMPS SHALL BE USED IN ALL AREAS AS SHOWN ON THIS PLAN UNTIL THE PAVEMENT IS PLACED. AT THAT TIME, SAND BAGS SHALL BE UTILIZED. TEMPORARY SEDIMENT TRAP DETAIL SCAM NONE EROSION CONTROL MEASURES AND SCHEDULE 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. Silt fence entire project site, 4, Maintenance and refueling area constructed. 5. Concrete washout area constructed, 6. Posting information area shall be constructed, All Items, as outlined in the 0 M manual for Post Construction water quality measures shall be placed in this area. 7. BMP structure installation, 8. Contractor shall install all storm sewers, and subsurface drains. Straw bale filters shall be installed at all storm inlets (Including street inlets). 9. Grade the site (side swales, and ponds to be seeded and mulched immediately upon completion), Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a time period that wilt prevent slope erosion. For temporary seeding, the contractor shall 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. 10. Storm inlets are to be protected Immediately after installation. 11. Contractor shall 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. 12. Maintain all fitters and traps during construction to prevent any blockages from accumulated sediment, Additional seeding and straw bales may be required during construction as specified by Engineer or Soil Conservation Service. Payment for additional straw bales shall be at the contractor's expense. Payment for additional seeding (not shown on plans) shalt be paid for on a unit cost basis. "DON'T DIG BLIND" "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. Cali 1- 800 382 -5544 2 Working Days Before You Dig. 2 -3" WASHED STONE (INDOT CA. #2) MINIMUM LENGTH 50' z EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS 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 ER ❑SI ❑N, 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. NOTEI DRAWING IS FOR EROSION CONTROL ONLY