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HomeMy WebLinkAbout67-96.44MI L K �I HI GI FI E D C B rn m v v m v m CU 3 `c' A 0 U N 0 1 I 2 4 7 E:? EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS N DED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, RM EVENTS AND AS NEEDED PRIOR TO CLEARING AN5 GRADIN' G TREE TI Y AFTER STORM EVENTS AND AS N ED PRIOR TO CLEARING AND GRA IN TEMPORARY DIVERSIONS WEEKLY AFTER STORM EVENTS AND AS NEEDEMA-Lb-NG-WiTFROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET S PLACED SEED. S 'E AROUND -WAIM AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FNISHED REMOVAL OF STRAW BALES S AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A AFTER ALL S DRAINING TO THESE AREAS ARE75TM= REMOVAL OF SILT FENCE N/A WFTER-97AFAS DRAINING TO THESE AREAS ARE STABILI r NOM roger sirs "DON'T DIG 1 =8OO482-6644 GALL TOLL FREE 1- 800=4284200 FOR CALLS OUTSIDE OF INDIANA PER W MIA STATE LAW IS-69 -1991. IT IS AGANST THE LAW M EXCAVATE IINTHOUT N01iFM THE LMDEMM LOCATION SERIACE TWO (2) WORKING DAYS BIFORE C01&IENCNG WORK. NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTiON OF TFE WATER FLOW IN THE SWALE. REFER To MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. pew ono X01 oo r s a�Tlm1Ia L El s1eLG N S ®m AD sL*AW A M"A. BY IWAS IMa® N0aR1 ALm A aR W Al, EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE RFFNIVF WI FT nR • 2 stakes (typ) per bale .00! �1 � 3 SEEDING 6" MIN. TURN DOWN / EROSION CONTROL BLANKET / (NORTH AMERICAN GREEN / S -75 OR EQUAL) / EXISTING GRADE EROSION CONTROL MATTING DETAIL 2 stakes (typ) per bale bindings to be placed parallel to ground staked - straw bale ii flow • •o'•'. straw bale Plan (n.t.s.) -stake (typ) straw bale . roop* -3 " -6 "undertoe Profile (n.t.s.) SEDIMENT FILTER DETAIL Plan (n.t.s.) flow straw bale bindings for straw bales to be placed parallel compacted soil to ground to prevent piping ZZ a. Profile (n.t.s.) BEEHIVE INLET STRAW BALE PROTECTION 3 10 11 A 8 C 3' 1 1/2' 3' 1 1/2' 3' Jo x io x :' x::::: 1 STAPLE PER S0 YD. 1-1/2 SrAPIn PER %A 2 STAPLES PER S4 Y0. Oak STAPLE REOGIUMATIOIIS AppIONAL STAPLES AS 300 275 200 225 200 SM 175 IF11G111 150 (FT) 125 1O0 75 50 25 0 1LE ELAWE7 MU NOT BE SVETM BUT AILAED TO LAY LOOSELY ON VE SDI. NWACE TO A01M NAMM BLAIW TO SOL carrAAT. needed during this period. To control Silt Fence shall be a machine produced, non -woven geotextile of 1008 polypropylene meeting the physical properties below. B: to stakes over fabric as reinforcement. Late summer seeding dates may be extended 5 days All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. s o o n ■ ■ :�: : C: is I C Z! vlim A Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UVResistance ........................... ............................... Plan (n.t.s.) flow straw bale bindings for straw bales to be placed parallel compacted soil to ground to prevent piping ZZ a. Profile (n.t.s.) BEEHIVE INLET STRAW BALE PROTECTION 3 10 11 A 8 C 3' 1 1/2' 3' 1 1/2' 3' Jo x io x :' x::::: 1 STAPLE PER S0 YD. 1-1/2 SrAPIn PER %A 2 STAPLES PER S4 Y0. Oak STAPLE REOGIUMATIOIIS AppIONAL STAPLES AS 300 275 200 225 200 SM 175 IF11G111 150 (FT) 125 1O0 75 50 25 0 1LE ELAWE7 MU NOT BE SVETM BUT AILAED TO LAY LOOSELY ON VE SDI. NWACE TO A01M NAMM BLAIW TO SOL carrAAT. MUM DIE TO OEM OF ROL ® x x CKWEL LNIGS UTUff STAPLE PATH "Cr 12 ski 1c1 21 1:1 SlAPLES ON ME 9 AT am CRAOENT LNIG PAOECED MAV7t LNE STAPLE PAT07N5 APPLY TO ALL N" ANION! S OSIOIL OONAIOL MAKIS MM PATIM MAY VARY OEPIDIM IPOI SOL TIME AND AV6ME ANNIML RANFAIL AT 9M LEWW GREATER VWI = FEET OR WNEAE DROM OVER LARM AREAS B DiIE 0 OM THE SAN= STAPES PATIEi V SNOLI D K URI= ON SIM APPOMA TH TOP OF H E£ OF E LANNET 900 EE iN1 W now EAM OTRER, VE VE BLANKET 9IOILD �'SlOT1ED N• GM OF VIE SCC225 910UD EE ABOVE Vf STM OF VE SLAPS OR AT ��� 2. A NRMM, STAPIID N PLACE IrRI STARES r APART ON DIE Be OF TIE • i�� N.AIIO:T. w 4 ON LANG SLAPS . VE SIDS OF VE RNKM SHMLD BE OVERLAPPED 4 - it N A'SSW EFF CI- 6 PBEPARATI011 OF VE SEED BED, NCUNNG APPUC 10 OF LNE; FEIMIM AID SEED SWII BE ODNDUCIFD AS WMAL PRK>It TO MM LATCH OF RAMIET. 5 "MOM-map, t N NK,TI V=rf aVANEL APPUCAVONS, ,.- OW gars SIiOILD BE ESrABU9ED EVERY 35 - 40. VE SLOTS 9=0 BE 5' WE BY d DEEP Will THE BLANKET $TAM N VE 8DT10N OF VE SLAT, M BAOMM AND SEIDEA EROSION BLANKET INSTALLATION SILT FENCE X x ILE C CPS�iL L STOCKP X X X 10' t TYPICAL TYPICAL TOPSOIL STOCKPILE SILT FENCE needed during this period. To control Silt Fence shall be a machine produced, non -woven geotextile of 1008 polypropylene meeting the physical properties below. B: to stakes over fabric as reinforcement. Late summer seeding dates may be extended 5 days All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. ++ :�: : C: "C`: C Elongation................................. ............................... A Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UVResistance ........................... ............................... > 70 X A. o. 5 .......................................... ............................... 50-80 SlurryFlow Rate .......................... ............................ - A �. ... ......... i MUM DIE TO OEM OF ROL ® x x CKWEL LNIGS UTUff STAPLE PATH "Cr 12 ski 1c1 21 1:1 SlAPLES ON ME 9 AT am CRAOENT LNIG PAOECED MAV7t LNE STAPLE PAT07N5 APPLY TO ALL N" ANION! S OSIOIL OONAIOL MAKIS MM PATIM MAY VARY OEPIDIM IPOI SOL TIME AND AV6ME ANNIML RANFAIL AT 9M LEWW GREATER VWI = FEET OR WNEAE DROM OVER LARM AREAS B DiIE 0 OM THE SAN= STAPES PATIEi V SNOLI D K URI= ON SIM APPOMA TH TOP OF H E£ OF E LANNET 900 EE iN1 W now EAM OTRER, VE VE BLANKET 9IOILD �'SlOT1ED N• GM OF VIE SCC225 910UD EE ABOVE Vf STM OF VE SLAPS OR AT ��� 2. A NRMM, STAPIID N PLACE IrRI STARES r APART ON DIE Be OF TIE • i�� N.AIIO:T. w 4 ON LANG SLAPS . VE SIDS OF VE RNKM SHMLD BE OVERLAPPED 4 - it N A'SSW EFF CI- 6 PBEPARATI011 OF VE SEED BED, NCUNNG APPUC 10 OF LNE; FEIMIM AID SEED SWII BE ODNDUCIFD AS WMAL PRK>It TO MM LATCH OF RAMIET. 5 "MOM-map, t N NK,TI V=rf aVANEL APPUCAVONS, ,.- OW gars SIiOILD BE ESrABU9ED EVERY 35 - 40. VE SLOTS 9=0 BE 5' WE BY d DEEP Will THE BLANKET $TAM N VE 8DT10N OF VE SLAT, M BAOMM AND SEIDEA EROSION BLANKET INSTALLATION SILT FENCE X x ILE C CPS�iL L STOCKP X X X 10' t TYPICAL TYPICAL TOPSOIL STOCKPILE SILT FENCE needed during this period. To control Silt Fence shall be a machine produced, non -woven geotextile of 1008 polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36' tall with 24" tall lath stapled to stakes over fabric as reinforcement. Late summer seeding dates may be extended 5 days All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. ++ FabricWeight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 X Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UVResistance ........................... ............................... > 70 X A. o. 5 .......................................... ............................... 50-80 SlurryFlow Rate .......................... ............................ 225 gpm /sq. ft Sediment Retention .................. ............................... 75 X Silt Fence Material Stakes O 5' O.C. Fence Post ­, SIR FA Salt Tolerance Wet Ground Surface Fence Post Should--' X-Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL NTS 13 Wheat or Rye Oats Annual Ryegross Non - Irrigated* Irrigated Dormant Seeding** 14 Temporary Seeding Dates Permanent Seeding 15 no Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pourJc+s of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approxirnotely 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5-2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegross 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 + 1 - Preferred 2 - Will Tolerate ++ Inoculate with specific Inoculant. needed during this period. To control ®Irrigation erosion at times other than in the shaded areas, use mulch. * Late summer seeding dates may be extended 5 days If mulch is applied. ++ Increase seeding application by 50X. FIGURE 5 -3 Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegross 1 lb. 40 lbs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. 15 no Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pourJc+s of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approxirnotely 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5-2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegross 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 + 1 - Preferred 2 - Will Tolerate ++ Inoculate with specific Inoculant. Ranking: Salt Tolerance (to both soil salts & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5 -4 EROSION CONTROL AND SEQUE► 1 CONTRACTOR SHALL INSTALL ALL REQUIR" FENCES, SILT TRAPS, TREE PROTECTION AND INLt PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3 LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, 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. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6 THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRC7ON 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 TO COMPLY MATH 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. Revidons CERTi O BY TINS DRAW AND THE DELLS, DESIGNS AND CONCEPTS CONTANIM Hl M ARE THE EXCi11siw mial.I L9UAL PROPERTY OF SCFBEDQt 0069M CORPORATION AND ARE NOT m BE USED OR 119R UM D IN NU OR N PART, 111111W TEE VANTiEN CONSEIIT OF SDINEIM Di61EFJSANG CORPatAl1011 ©1996, Schneider Engineering Corporation r &Imeida Co4watioli C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317 - 898 -8282 GLS • US 317- 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson do Associates, incorporated BDC /CARDINAL ASSOCIATES, LP. BROOKS LAN PRAIRIE VIEW, AT PRA VIEW, SECTION 0 B CARM INDIANA EROSION CONTROL DETAILS Date Project No. Drawn Approv. 07/31/96 1065.21 D.T.R. Computer Pyles Sheet No. A J: \1065 \DWGS\21 \C105.DWG (C _-n ®5 SOIL CONDITION A _� N a v _ « SIR FA Salt Tolerance Wet Dry S S it o X A r a. >� x .- Gen. Soil pro y Creeping Red Fescue Festuco rubra 2 1 2 1 1 1 Med. 1 20-25 12 -18 7 -21 S Kentucky Bluegrass 2 1 2 1 1 1 Med, 1 25 -35 12 -18 10 -20 MT Poo pratinsls Tall Fescue ' 2 1 1 1 1 1 Low 1 24-35 24-36 5-14 Festuca L orundinacea T Perennial ryegross 2 1 2 - 1 2 Meal 2 15 -20 12 -18 5-10 MT Lolium perenne High Crownvetch - 1 1 2 - - Low 1 5-10 24 14-21 T Coronillo varia Red Clover - 1 - 2 - - Mod 1 7 -10 18 15-10 S S Trifolium protense Ranking: Salt Tolerance (to both soil salts & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5 -4 EROSION CONTROL AND SEQUE► 1 CONTRACTOR SHALL INSTALL ALL REQUIR" FENCES, SILT TRAPS, TREE PROTECTION AND INLt PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3 LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, 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. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6 THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRC7ON 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 TO COMPLY MATH 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. Revidons CERTi O BY TINS DRAW AND THE DELLS, DESIGNS AND CONCEPTS CONTANIM Hl M ARE THE EXCi11siw mial.I L9UAL PROPERTY OF SCFBEDQt 0069M CORPORATION AND ARE NOT m BE USED OR 119R UM D IN NU OR N PART, 111111W TEE VANTiEN CONSEIIT OF SDINEIM Di61EFJSANG CORPatAl1011 ©1996, Schneider Engineering Corporation r &Imeida Co4watioli C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317 - 898 -8282 GLS • US 317- 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson do Associates, incorporated BDC /CARDINAL ASSOCIATES, LP. BROOKS LAN PRAIRIE VIEW, AT PRA VIEW, SECTION 0 B CARM INDIANA EROSION CONTROL DETAILS Date Project No. Drawn Approv. 07/31/96 1065.21 D.T.R. Computer Pyles Sheet No. A J: \1065 \DWGS\21 \C105.DWG (C _-n ®5