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Home My WebLink About03100016 Tom Wood Subaru Construction Drawings pg. 05EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE WEEKLY, REMOVE EXCESS DIRT ON STONE INSTALL FIRST SILT FENCE y WEEKLY, AFTER STORM EVENTS MO AS NEEDED PRIOR TO CLEARING AND GRAM OUSTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS NM) AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING G TEMPORARY SEEDING WATER AS AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING stAw BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRAM INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED, SOD LAMCAPE AROUND WATER AS NEEDED AFTER FINED GRADING AROUND FINISHED UNITS UMTS FINSHED REMENAL OF STRAW BALES N/A AFTER AU. AREAS DRAINING TO THESE AREAS ME STARVED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS�ING TO THESE AREAS ARE STABILIZED PHYSICAL PROPERTY REQUIREMENTS FILTER EFFICIENCY 75% (MIN) TENSILE STRENGTH AT 20% (MAX) ELONGATION EXTRA STRENGTH 50 Ibs. /lin. in. (MIN) STANDARD STRENGTH 30 ibs. /Tin. in. FLOW RATE 0.3 gal. /sq. ft. /min. (min) 20 1 07 Construction Entrance Gmv- lor '3 GRAPHIC SCALE 20 40 1 W4We+ brimplaturigiii SF IN FEET 1 inch 20 ft. LECIEND AREAS TO BE SEEDED BLANKETED OR HYDRO SEEDED (NOT USED) AREAS TO BE SODDED OR SEEDED W/ PERMANENT SEED GRAVEL ENTRANCE SILT FENCE INLET SEDIMENT PROTECTION (SEE DETAIL) END SECTION SEDIMENT PROTECTION (SEE DETAIL) EROSION CONTROL UEAUJFEB AID► ScHEDU.E 1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES SILT TRAPS AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL SAND BAGS ALONG THE BUILDING OR SOME OTHER APPROVED EROSION CONTROL PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED ONTO EXISTING ROADWAYS OR PAVEMENTS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION, WHENEVER POSSIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. WHEN GRADING IS COMPLETED, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. 5. PERMANENT AND FINAL VEGETATION EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 11. EROSION CONTROL IS TO COMPLY WITH INDIANA 327 IAC AND RULE 5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 12. THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL. SITE CONDITIONS. ti 1 IV( ,,A. 0 44 44k$ dis 44, 4t i* 40011001 *Atoka '111/ 111/1110 4 117.N., /0 4 ii; vino 4 tot 4ifri 4‘ .1 4 r'�III! j r i4llOO,MMIKA IYlaMINI wre-mor r 44; 4/ K .4‘ OP ..4. Velifrk **/744- r l e 4 t 41/41044 1 4 04 0? issa lim 80 Silt Fence Silt Fence EROSION CONTROL MEASURES LIAII IANC E REQ Existing Conditions Developed Car Lot \At11 1 kk11i /i E. S d� r -i No. y 880573 STATE OF SS /ON A .S 1 2/29/03 �lllkli{1 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. 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. /-2 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. 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. Existing Conditions Developed Car Lot Existing Conditions Developed Car Lot TEMPORARY: WHEAT OR RYE OR, SPRINS OATS DORMANT SEEDING: TO BE USED DURING PERIODS WHEN SOIL TEMPERATURES ARE TOO LOW FOR SEED GERMINATION, (±50° F. APPROX. NOV 15 THRU FEB IN IND.) DURING THIS PERIOD, IF SOIL TEMP. IS BELOW 50', APPLY SEED MULCH AS USUAL. IF SOIL TEMP IS ABOVE 50`, MULCH, THEN APPLY SEED OVER MULCH WHEN SOIL TEMP IS BELOW 50'. INCREASE SEEDING RATES 50 2 -3" WASHED STONE (INDOT CA. #2) MINIMUM LENGTH 50' n STONE DFIVE ENTRANCE DET'AL SEED IuIXTURE'E 2 BU /AC 3 BU /AC 12' MIN. SYNTHETIC FLIER F I C FECNI1313118 PERMANENT: LAWN AND HIGH MAINTENANCE KENTUCKY BLUEGRASS CREEPING RED FESCUE OR, PERENNIAL RYEGRASS (TURF TYPE) AND, WHEAT OR RYE ALTERNATE SEED MIXTURE FOR KENTUCKY BLUEGRASS SMOOTH BROME GRASS SWITCH GRASS TIMOTHY PERENNIAL RYEGRASS (TURF TYPE) WHITE OR LADINO CLOVER RYE, WHEAT OR OATS AREAS: 40 LB /AC 40 LB /AC 170 LB /AC 2 BU /AC DRAINAGE AREAS: 20 LB /AC 10 4 10 1 -2 2 BU /AC FERTILIZE W /1000 LB 12 -12 -12 /ACRE MULCH WITH 1 1/2 TO 2 TONS STRAW PER ACRE MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEM. 4. STAKES FOR FILTER FENCES SHOULD BE 1 "X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5. WIRE FENCES REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6 CONSTRUCTION 1. THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36" (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). 2. THE FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3. POSTS SHOULD BE SPACED A MAXIMUM OF 10' APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'. 4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY 1" WIRE STAPLES, TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 2" AND SHOULD NOT EXTEND MORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND 8" OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES. 7. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 APPLYING. 8. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 9. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. No. Date Revision 11 /19 /O,EVISION PER HCSWCD TRENCH 4 "X4" w BOSON CONTROL NARRATIVE 1 B. THE SITE PRESENTLY IS A CAR DEALERSHIP. THE PROPERTY TO THE NORTH IS A CAR DEALERSHIP, THE PROPERTY TO THE SOUTH IS A CAR DEALERSHIP, AND A BANK. THE PROPERTY TO THE WEST IS A CAR DEALERSHIP. THIS PROJECT WILL BE A CAR DEALERSHIP 2A. THE EXISTING VEGETATION IS A MAINTAINED LAWN. 28. THIS PROJECT DRAINS THROUGH A ON SITE PIPE SYSTEM TO THE EAST 96TH STREET ROAD SIDE DITCHES AND FINALLY INTO THE HEAD WATER OF WHITE RIVER WHICH IS THE RECEIVING WATER FOR THIS PROJECT. 2C. THERE ARE NO 100 YEAR FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THIS SITE. 20. THE SOILS ON SITE CONSIST OF A DEEP MIAMI COMPLEX WITH MISCULANIOUS ENGINEERING FILL ON TOP. THE SITE WILL BE FILLED DURRING THE CONSTRUCTION OF THE NEW BUILDING. POS FILTER FABRIC BENCHMARK HAM G -30 A BRONZE PLATE SET IN SOUTH END OF THE %EST PARAPET OF AN 18 FOOT SLAB TOP CULVERT. ALSO. 0.8 MILE NORTH OF MARION- HAMILTON COUNTY LINE ON SR -431. 2.8 MILES SOUTH OF SR -234. GREENFIELD DISTRICT. ELEVATION Cr 773.50 TBM #1 5/8" REBAR WITH ORANGE CAP, STAMPED "TRAVERSE LOCATED 3.9 FEET NORTH OF NORTH CURB LINE OF E. 96114 STREET AND 3.5 FOOT EAST OF A POWERPOLE GENERALLY ALONG THE SUBJECT EAST LINE ELEVATION OF 756.88'. TBM #2 MAG NAIL 39.7 FEET SOUTH OF 8" BLOCK WALL AND 21.5 FEET EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 756.04'. SET POSTS AND EXCAVATE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. ATTACH THE FILTER FABRIC TO THE WIRE FENCING AND EXTEND IT INTO THE TRENCH ELEVATION OCT USED) SILT FENCE WIRE FENCING 11 N u=1 4 u •1 ..if': 10 1 FILTER FABRIC I Pri r 4 4 4 .4 4 17 P g. jo g' r cc i i kika. !kir 4M 1, EROSION CONTROL FIGHT-OF-WAY 1 THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 25 FEET ONCE THE CURB HAS BEEN BACKFILLED. Design BY MFH EROSION CONTROL PLAN TOM WOOD SUBARU City of CerrneL Clay TownsNp Drawn By MFH 1WW 11. tI Z it He mSon Coun Checked By AES 2H. THERE ARE NO KNOWN LOCATIONS WHERE SURFACE WATER CAN ENTER THE GROUNDWATER. NO HYDRIC SOILS ARE ON SITE. 3A. THE DISTURBED AREA OF THE PROJECT IS APPROXIMATELY 500 FEET LONG BY 100 FEET WIDE. THE SITE IS LOCATED IN CARMEL, IN. ON THE NORTH SIDE OF EAST 96TH STREET BETWEEN THE CURRENT TOM WOOD SUBARU DEALERSHIP AND THE PENSKE CAR DEALERSHIP. 3B. THERE ARE NO STOCKPILE AREAS NOR BORROW AREAS. 4A. SEE TABLE ON THIS SHEET FOR SEQUENCE OF WORK. 4E. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLAN VIEW (SEE LEGEND THIS SHEET). STAPLE THE WIRE MESH FENCING TO EACH POST BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. Approved By AES PAVE>I ENT PREVENT FLOW V SECTION 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 EROSION CONTROL BLANKET WITH AMERICAN GREEN S150 OR EQUAL FOR SECURING THE BLANKET. USE USE EROSION CONTROL BLANKET. DETAIL E /C204 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. 2 BEGIN AT THE TOP aF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP x 6" WIDE TRENCH BACKFILL AND COMPACT THE 7RENCN AFTER STAPUNG. 3. ROLL CEAITER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) IITH A 5" OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. "DON'T DIG BLIND" "IT'S THE LAW" VARIES, SEE GRADING PLAN Atftie 140111111111116 .41111 INDIANA INIMOIQIQAO PIe01EC11ON sun= INC. CaII 1 NOTES FOR INSTALLATION (sWALE) TYPICAL SECTION falcon ENGINEERING, INC. 13110 Promise Road, Noblesville, IN 46060 Phone: (317) 841 -3141 Fax: (317) 841 9951 2 Working Days Before You Dig. FABRIC OVER 7NE CASTING INLET SAND BAGS 's,' v "s,' v vv \/vv v v v v v v vvvv No" v v v v v vv�v v v PROPOSED GRADE TOP VIEW Job No. SAND BAGS CONTRACTOR SMALL SURROUND ALL E)USTIVG DRAINAGE STRUCTURES W/ SAND BAGS THESE SILT CONTROL DEWCES WILL BE MAINTAINED BY 7HE CONTRACTOR UNTIL EN( ER AUTHORIZES REMOVAL. WHERE STRUCTURE'S ARE PLACED IN PAVED SURFACE AREAS, EROSION CONTROL MEASURES CAN BE REMOVED WHEN PAVING IS STARTED IN THE AFFECTED AREA. 5. FULL LENGTH OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP x 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. 7. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6 DEEP x 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. Date October 13, 2003 03-15 1" 20' Sheet No' 5 OF 10 NOTE: DRAWING IS FOR EROSION CONTROL ONLY 20 1 07 Construction Entrance Gmv- lor '3 GRAPHIC SCALE 20 40 1 W4We+ brimplaturigiii SF IN FEET 1 inch 20 ft. LECIEND AREAS TO BE SEEDED BLANKETED OR HYDRO SEEDED (NOT USED) AREAS TO BE SODDED OR SEEDED W/ PERMANENT SEED GRAVEL ENTRANCE SILT FENCE INLET SEDIMENT PROTECTION (SEE DETAIL) END SECTION SEDIMENT PROTECTION (SEE DETAIL) EROSION CONTROL UEAUJFEB AID► ScHEDU.E 1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES SILT TRAPS AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL SAND BAGS ALONG THE BUILDING OR SOME OTHER APPROVED EROSION CONTROL PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED ONTO EXISTING ROADWAYS OR PAVEMENTS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION, WHENEVER POSSIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. WHEN GRADING IS COMPLETED, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. 5. PERMANENT AND FINAL VEGETATION EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 11. EROSION CONTROL IS TO COMPLY WITH INDIANA 327 IAC AND RULE 5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 12. THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL. SITE CONDITIONS. ti 1 IV( ,,A. 0 44 44k$ dis 44, 4t i* 40011001 *Atoka '111/ 111/1110 4 117.N., /0 4 ii; vino 4 tot 4ifri 4‘ .1 4 r'�III! j r i4llOO,MMIKA IYlaMINI wre-mor r 44; 4/ K .4‘ OP ..4. Velifrk **/744- r l e 4 t 41/41044 1 4 04 0? issa lim 80 Silt Fence Silt Fence EROSION CONTROL MEASURES LIAII IANC E REQ Existing Conditions Developed Car Lot \At11 1 kk11i /i E. S d� r -i No. y 880573 STATE OF SS /ON A .S 1 2/29/03 �lllkli{1 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. 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. /-2 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. 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. Existing Conditions Developed Car Lot Existing Conditions Developed Car Lot TEMPORARY: WHEAT OR RYE OR, SPRINS OATS DORMANT SEEDING: TO BE USED DURING PERIODS WHEN SOIL TEMPERATURES ARE TOO LOW FOR SEED GERMINATION, (±50° F. APPROX. NOV 15 THRU FEB IN IND.) DURING THIS PERIOD, IF SOIL TEMP. IS BELOW 50', APPLY SEED MULCH AS USUAL. IF SOIL TEMP IS ABOVE 50`, MULCH, THEN APPLY SEED OVER MULCH WHEN SOIL TEMP IS BELOW 50'. INCREASE SEEDING RATES 50 2 -3" WASHED STONE (INDOT CA. #2) MINIMUM LENGTH 50' n STONE DFIVE ENTRANCE DET'AL SEED IuIXTURE'E 2 BU /AC 3 BU /AC 12' MIN. SYNTHETIC FLIER F I C FECNI1313118 PERMANENT: LAWN AND HIGH MAINTENANCE KENTUCKY BLUEGRASS CREEPING RED FESCUE OR, PERENNIAL RYEGRASS (TURF TYPE) AND, WHEAT OR RYE ALTERNATE SEED MIXTURE FOR KENTUCKY BLUEGRASS SMOOTH BROME GRASS SWITCH GRASS TIMOTHY PERENNIAL RYEGRASS (TURF TYPE) WHITE OR LADINO CLOVER RYE, WHEAT OR OATS AREAS: 40 LB /AC 40 LB /AC 170 LB /AC 2 BU /AC DRAINAGE AREAS: 20 LB /AC 10 4 10 1 -2 2 BU /AC FERTILIZE W /1000 LB 12 -12 -12 /ACRE MULCH WITH 1 1/2 TO 2 TONS STRAW PER ACRE MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEM. 4. STAKES FOR FILTER FENCES SHOULD BE 1 "X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5. WIRE FENCES REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6 CONSTRUCTION 1. THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36" (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). 2. THE FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3. POSTS SHOULD BE SPACED A MAXIMUM OF 10' APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'. 4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY 1" WIRE STAPLES, TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 2" AND SHOULD NOT EXTEND MORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND 8" OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES. 7. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 APPLYING. 8. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 9. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. No. Date Revision 11 /19 /O,EVISION PER HCSWCD TRENCH 4 "X4" w BOSON CONTROL NARRATIVE 1 B. THE SITE PRESENTLY IS A CAR DEALERSHIP. THE PROPERTY TO THE NORTH IS A CAR DEALERSHIP, THE PROPERTY TO THE SOUTH IS A CAR DEALERSHIP, AND A BANK. THE PROPERTY TO THE WEST IS A CAR DEALERSHIP. THIS PROJECT WILL BE A CAR DEALERSHIP 2A. THE EXISTING VEGETATION IS A MAINTAINED LAWN. 28. THIS PROJECT DRAINS THROUGH A ON SITE PIPE SYSTEM TO THE EAST 96TH STREET ROAD SIDE DITCHES AND FINALLY INTO THE HEAD WATER OF WHITE RIVER WHICH IS THE RECEIVING WATER FOR THIS PROJECT. 2C. THERE ARE NO 100 YEAR FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THIS SITE. 20. THE SOILS ON SITE CONSIST OF A DEEP MIAMI COMPLEX WITH MISCULANIOUS ENGINEERING FILL ON TOP. THE SITE WILL BE FILLED DURRING THE CONSTRUCTION OF THE NEW BUILDING. POS FILTER FABRIC BENCHMARK HAM G -30 A BRONZE PLATE SET IN SOUTH END OF THE %EST PARAPET OF AN 18 FOOT SLAB TOP CULVERT. ALSO. 0.8 MILE NORTH OF MARION- HAMILTON COUNTY LINE ON SR -431. 2.8 MILES SOUTH OF SR -234. GREENFIELD DISTRICT. ELEVATION Cr 773.50 TBM #1 5/8" REBAR WITH ORANGE CAP, STAMPED "TRAVERSE LOCATED 3.9 FEET NORTH OF NORTH CURB LINE OF E. 96114 STREET AND 3.5 FOOT EAST OF A POWERPOLE GENERALLY ALONG THE SUBJECT EAST LINE ELEVATION OF 756.88'. TBM #2 MAG NAIL 39.7 FEET SOUTH OF 8" BLOCK WALL AND 21.5 FEET EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 756.04'. SET POSTS AND EXCAVATE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. ATTACH THE FILTER FABRIC TO THE WIRE FENCING AND EXTEND IT INTO THE TRENCH ELEVATION OCT USED) SILT FENCE WIRE FENCING 11 N u=1 4 u •1 ..if': 10 1 FILTER FABRIC I Pri r 4 4 4 .4 4 17 P g. jo g' r cc i i kika. !kir 4M 1, EROSION CONTROL FIGHT-OF-WAY 1 THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 25 FEET ONCE THE CURB HAS BEEN BACKFILLED. Design BY MFH EROSION CONTROL PLAN TOM WOOD SUBARU City of CerrneL Clay TownsNp Drawn By MFH 1WW 11. tI Z it He mSon Coun Checked By AES 2H. THERE ARE NO KNOWN LOCATIONS WHERE SURFACE WATER CAN ENTER THE GROUNDWATER. NO HYDRIC SOILS ARE ON SITE. 3A. THE DISTURBED AREA OF THE PROJECT IS APPROXIMATELY 500 FEET LONG BY 100 FEET WIDE. THE SITE IS LOCATED IN CARMEL, IN. ON THE NORTH SIDE OF EAST 96TH STREET BETWEEN THE CURRENT TOM WOOD SUBARU DEALERSHIP AND THE PENSKE CAR DEALERSHIP. 3B. THERE ARE NO STOCKPILE AREAS NOR BORROW AREAS. 4A. SEE TABLE ON THIS SHEET FOR SEQUENCE OF WORK. 4E. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLAN VIEW (SEE LEGEND THIS SHEET). STAPLE THE WIRE MESH FENCING TO EACH POST BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. Approved By AES PAVE>I ENT PREVENT FLOW V SECTION 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 EROSION CONTROL BLANKET WITH AMERICAN GREEN S150 OR EQUAL FOR SECURING THE BLANKET. USE USE EROSION CONTROL BLANKET. DETAIL E /C204 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. 2 BEGIN AT THE TOP aF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP x 6" WIDE TRENCH BACKFILL AND COMPACT THE 7RENCN AFTER STAPUNG. 3. ROLL CEAITER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) IITH A 5" OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. "DON'T DIG BLIND" "IT'S THE LAW" VARIES, SEE GRADING PLAN Atftie 140111111111116 .41111 INDIANA INIMOIQIQAO PIe01EC11ON sun= INC. CaII 1 NOTES FOR INSTALLATION (sWALE) TYPICAL SECTION falcon ENGINEERING, INC. 13110 Promise Road, Noblesville, IN 46060 Phone: (317) 841 -3141 Fax: (317) 841 9951 2 Working Days Before You Dig. FABRIC OVER 7NE CASTING INLET SAND BAGS 's,' v "s,' v vv \/vv v v v v v v vvvv No" v v v v v vv�v v v PROPOSED GRADE TOP VIEW Job No. SAND BAGS CONTRACTOR SMALL SURROUND ALL E)USTIVG DRAINAGE STRUCTURES W/ SAND BAGS THESE SILT CONTROL DEWCES WILL BE MAINTAINED BY 7HE CONTRACTOR UNTIL EN( ER AUTHORIZES REMOVAL. WHERE STRUCTURE'S ARE PLACED IN PAVED SURFACE AREAS, EROSION CONTROL MEASURES CAN BE REMOVED WHEN PAVING IS STARTED IN THE AFFECTED AREA. 5. FULL LENGTH OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP x 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. 7. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6 DEEP x 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. Date October 13, 2003 03-15 1" 20' Sheet No' 5 OF 10