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HomeMy WebLinkAboutC402 EROSION CONTROL DETAILS & NOTESSWPPP FOR CONSTRUCTION SITES: 1. 14 DIGIT WATERSHED HYDROLOGIC UNIT CODE: 05120201090030 2. NAME OF ALL RECEIVING WATERS COOL CREEK -GRASSY BRANCH, LITTLE COOL CREEK 3. ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (100-YEAR) 0.65 CFS DISCHARGED OF 9.47 CFS POTENTIAL FLOW 4. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE INTO A 24" STORM SEWER AT A POINT ±65' WEST THE CENTER LINE OF THE MONON TRIAL AND ±70' NORTH OF THE SOUTHEAST CORNER OF THE SITE. 5. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER, SUCH AS ABANDONED WELLS OR SINKHOLES STORMWATER IS NOT ANTICIPATED TO ENTER GROUNDWATER WITHIN THE PROJECT LIMITS. 6. SEE SHEET C001 FOR SOILS MAP. SOILS MAP OF THE PREDOMINANT SOIL TYPES INCLUDING: a. SOIL LEGEND WITH DESCRIPTION Or - ORTHENTS THESE NEARLY LEVEL TO STEEP, DEEP, WELL DRAINED SOILS ARE IN UPLANDS AND TERRACES WHICH HAVE BEEN CHANGED BY MAN. THE SURFACE TEXTURE IS SILT LOAM, LOAM, OR CLAY LOAM AND GENERALLY CONSISTS OF GRAVEL OR STONES. PERMEABILITY IS MODERATE TO VERY SLOW, AND AVAILABLE WATER CAPACITY IS MODERATE. THE MAIN SOUL FEATURES THAT AFFECT ENGINEERING USES OF THESE SOILS ARE SLOPE, MODERATE TO HIGH POTENTIAL FROST ACTION, AND MODERATE TO VERY SLOW PERMEABILITY. THE HAZARD OF EROSION IS SEVERE DURING CONSTRUCTION. b. BRIEF DESCRIPTION OF HOW THE SITE HAS ACCOMMODATED THE EXISTING SOIL LIMITATIONS Or - ORTHENTS BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS: BEING A DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDINGS WITHIN THIS DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED UNDERGROUND DETENTION AND THEREFORE BE PROTECTED FROM FLOODING. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED. 7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE SEDIMENT, CONCRETE WASTEWATER, TRASH, FOSSIL FUELS, OIL, GREASE AND PAINT. EXPOSURE OF THESE POLLUTANTS TO STORM WATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND PORT -A -LET PLACEMENT IN DESIGNED AREAS AS SHOWN ON THIS SHEET. 8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES: a. LOCATION - SEE SHEET C401 b. DIMENSIONS - SEE DETAILS ON SHEETS C401 AND C402 c. DETAILED SPECIFICATIONS - SEE SPECIFICATIONS IN PROJECT MANUAL d. CONSTRUCTION DETAILS - SEE DETAILS ON SHEETS C401 AND C402 e. MONITORING AND MAINTENANCE GUIDELINES - SEE TABLE ON SHEET C402 9. GENERAL CONSTRUCTION SEQUENCE EACH PLAN SHOULD CONTAIN MULTIPLE STORMWATER POLLUTION PREVENTION MEASURES. ALL MEASURES WILL NOT BE INSTALLED AT THE SAME TIME. VARIOUS MEASURES WILL BE INSTALLED AT DIFFERENT TIMES THROUGHOUT THE CONSTRUCTION PROCESS. SOME WILL BE INSTALLED PRIOR TO AND DISTURBANCE, AND OTHERS MAY NOT BE INSTALLED UNTIL WORK AT THE SITE PROGRESSES TO AN AREA WHERE THEY ARE NECESSARY. EACH PROPOSED MEASURE SHOULD BE IDENTIFIED IN THE SEQUENCE AS TO WHEN IT IS TO BE INSTALLED IN RELATION TO THE LAND DISTURBING ACTIVITIES. 10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS THESE AREAS SHALL BE INCLUDED AS PART OF THE PLANS WHETHER THEY OCCUR ON OR OFF SITE. NO TOPSOIL STOCKPILES OR BORROW AREAS ARE PROPOSED ON THE SITE. EXCESS TOPSOILS SHALL BE RE -USED ONSITE WHERE POSSIBLE. 11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON - SEE SHEET C402. PROVIDE APPLICATION RATES FOR SOIL AMENDMENTS AND SEED MIXTURES, AS WELL AS, THE TYPE AND APPLICATION RATE FOR MULCH. - SEE SEEDING SCHEDULE ON THIS SHEET. 12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS - NOT APPLICABLE 13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN a. LIST OF EXPECTED MATERIALS THAT MAY BE PRESENT ON THE SITE DURING CONSTRUCTION OPERATIONS b. WRITTEN DESCRIPTION OF HOW THESE MATERIALS WILL BE HANDLED TO MINIMIZE THE POTENTIAL OF ENTERING THE STORM SEWER SYSTEM c. PROCEDURES FOR THE CONTRACTOR TO TAKE IF ANY SPILLS OCCUR DURING CONSTRUCTION. SEE PLAN ON THIS SHEET 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE: MATT BOYLE PEDCOR CONSTRUCTION MANAGEMENT 385 CITY CENTER DRIVE, CARMEL, IN 46032 PH:317-208-3761 15. CURRENT REVISION DATE ON ALL SHEETS - SEE SHEETS SWPPP FOR POST -CONSTRUCTION: 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE. EXPECTED POLLUTANTS IN STAGE POST -DEVELOPMENT STAGE INCLUDE OIL, GREASE, ANTIFREEZE, GASOLINE, ETC. THAT COULD BE SPILLED BY TENANTS. ADDITIONAL POTENTIAL POLLUTANTS INCLUDE FERTILIZERS, TRASH, PESTICIDES, AND HERBICIDES. 2. POST -CONSTRUCTION STORMWATER QUALITY MEASURES: POST -CONSTRUCTION STORMWATER QUALITY MEASURES WILL CONSIST OF A HYDRODYNAMIC SEPARATOR (AQUASWIRL): 3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION DESCRIPTION OF WHEN THE PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES WILL BE INSTALLED IN RELATION TO THE GENERAL CONSTRUCTION SEQUENCE. SEE CONSTRUCTION SEQUENCE ON SHEET C401. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS NO STREAM OR RIPARIAN HABITATS ARE LOCATED NEAR THE SITE. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST -CONSTRUCTION STORMWATER QUALITY MEASURES: SEE STAND-ALONE 0 & M MANUALS FOR THE FOLLOWING INFORMATION: a. A BRIEF DESCRIPTION OF WHAT A WATER QUALITY BMP IS AND DOES. b. CONTACT INFORMATION FOR THE BMP OWNER c. A STATEMENT THAT THE BMP OWNER IS RESPONSIBLE FOR ALL MAINTENANCE AND COSTS ASSOCIATED WITH THE BMPS d. A RIGHT -OF -ENTRY STATEMENT ALLOWING THE CITY OF CARMEL TO INSPECT AND MAINTAIN THE BMP AS NECESSARY e. A DESCRIPTION OF EACH BMP f. SPECIFIC ACTIONS TO BE TAKEN REGARDING ROUTINE MAINTENANCE, REMEDIAL MAINTENANCE, AND SEDIMENT/POLLUTANT REMOVAL: i. SEDIMENT/POLLUTANT REMOVAL PROCEDURES SHOULD BE EXPLAINED IN BOTH NARRATIVE AND GRAPHICAL FORMS. ii. GUIDANCE ON ROUTINE MAINTENANCE, SUCH AS MOWING, LITTER REMOVAL, WOODY GROWTH REMOVAL, ETC. iii. GUIDANCE ON REMEDIAL MAINTENANCE, SUCH AS INLET REPLACEMENT, OUTLET WORK, ETC. iv. A TABULAR SCHEDULE SHOULD BE PROVIDED LISTING ALL MAINTENANCE ACTIVITIES AND DATES FOR PERFORMING THE THESE REQUIRED ACTIVITIES v. WHO WILL ACTUALLY BE CHARGED WITH MAINTAINING THE BMPS (MAINTENANCE STAFF, WASTE DISPOSAL COMPANY, ETC.) g. SITE DRAWINGS SHOWING: i. LOCATIONS OF THE BMPS ii. LOCATIONS OF THE ACCESS EASEMENTS TO MAINTAIN THE BMPS iii. LOCATIONS OF THE POINTS OF DISCHARGE FOR STORMWATER TREATED BY THE BMPS iv. CROSS SECTIONS OF BMP FEATURES h. REQUIREMENTS REGARDING THE SUBMITTAL OF ANNUAL INSPECTION REPORTS TO THE CITY OF CARMEL ENGINEERING DEPARTMENT. THE FIRST REPORT IS DUE ONE YEAR AFTER CONSTRUCTION IS COMPLETED, WITH SUBSEQUENT REPORTS DUE EACH YEAR WITHIN THE SAME MONTH OF THE INITIAL REPORT. IF THERE ARE ANY DEFICIENCIES FOUND DURING THE INSPECTION, THESE SHOULD BE ADDRESSED. IF THE INSPECTION REPORT IS NOT RECEIVED WITHIN THE MONTH IT IS DUE, IF THERE ARE DEFICIENCIES WHICH WERE NOT INCLUDED IN THE REPORT, OR IF ANY DEFICIENCIES INCLUDED IN THE REPORT ARE NOT ADDRESSED IN A TIMELY MANNER, THE BMP OWNER FACES ENFORCEMENT ACTION FROM THE CITY. MATERIAL HANDLING, STORAGE AND SPILL PREVENTION PLAN RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW: EMERGENCY RESPONSE 911 CARMEL FIRE DEPARTMENT (317)571-2600 CARMEL POLICE DEPARTMENT (317)571-2545 INDIANA DEPARTMENT OF NATURAL RESOURCES (812)477-8773 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (317)233-7745 HAMILTON COUNTY SOIL AND WATER (317)773-2181 1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED ON SHEET C301, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL, SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ON SITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ON SITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ON SITE FOR FUTURE USE. PACKAGED MATERIALS STORED ON SITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER A. ALL CONCRETE WASTE WATER SHALL BE HELD OF IN THE DESIGNATED AREA AS SHOWN ON THE PLANS. THIS AREA IS A 24" DEEP, 20'X10' BLOCK BASIN WITH AN IMPERVIOUS MEMBRANE. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM, WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER MANNER. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER BY WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT (317-571-2600) SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. WHEAT OR RYE OATS ANNUAL RYEGRASS TEMPORARY SEEDING DATES: JAN FEB MAR APR MAY JUN JUL I AUG SEP OCT NOV DEC PERMANENT SEEDING DATES NON -IRRIGATED* IRRIGATED - DORMAT SEEDING**7/7 IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL 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 50%. FIGURE 5-3 TEMPORARY SEEDING: 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 TO 1" DEEP ANNUAL RYEGRASS 1 LB. 40 LBS. COVER SEED TO 1 4 DEEP * NOT NECESSARY WHERE MULCH IS APPLIED. SEED N ■ SCHEDULE NO SCALE N N 3' 3-0►Ix1 x x Cx x x X20'X 1�x1� xJ X 3� AIJ 11 B x C x X x x x x X X x X x x 1 STAPLE PER 11/ STAPLES PER 2 STAPLES PER 31% STAPLES PER SO. YD. SO. YD. SO. YD. SO. YD. 6. Dh �0. MED/HIGH FLOW D 101��l CHANNEL AND SHORELINE LOW FLOW CHANNEL C C B q:1 LLJ 1$ 15 20% _< 2:1 C B 10 s.1 15% 5° 10% LJ 3:1 C B A O• 1 5% o 4:1 B A - - N O - - N - I� lf) N Li 1") N N N N EROSION CONTROL BLANKET SLOPE LENGTH MAINTENANCE INSTRUCTIONS: 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RESEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. EROSION CONTROL_ BLANKET SAMPLE PATTERN NTS STAPLES 4 12" III i2„ A6„ K T --BERM-----------� M TS/BLAN E S SHOULD BE INSTALLED VERTICALLY DOWNSLOPE TAMP DIRT OVER MAT/ BLANKET 12 CLOTH 4" ABOVE SOURCE OF WATER MIN. 4" OVER LAP � 'ij wA�ER �Pg�E 2:1 SLOPE f ISOMETRIC VIEW NON -WOVEN GEOTEXTILE TYPICAL SLOPE FILTER FABRIC UNDER SOIL STABILIZATION TYPICAL TREATMENT NOTES: 1. SLOPE SURFCE SHALL BE 2. LAY BLANKETS LOOSELY AND FREE OF ROCKS, CLODS, STICKS STAKE OR STAPLE TO MAINTAIN AND GRASS, MAT/BLANKETS DIRECT CONTACT WITH THE SOIL. SHALL HAVE GOOD SOIL DO NOT STRETCH. CONTACT. EROSION BLANKET DETAIL NTS EROS ON CONTROL_ BLANKET DETAIL 2" X 2" X 3'-0" woode^ stake or 1 /2" steel po: See notes this sheet. 12" Dia. Filter Sock - see plans for location Erosion Control blanket see plans for applicabil NO SCALE Filter Sock General Notes: 1. Remove sediment from behind the filter sock once it accumulates to one-half of the original height of the filter sock. 2. Inspect filter socks after each runoff event. Remove and replace if signs of undercutting or downstream rills are observed. 3. Filter socks should be removed from slopes after stabilization is complete, unless directed to leave in place by Agency. 4. Removal shall be accomplished by cutting sock open and spreading the fill material on the site. All non -biodegradable 12" Min. materials shall be removed. Filter socks applied in ditches shall be completely removed once vegetation is established or as directed otherwise by Agency. 0 E LTER SOCK DETAIL CD (V Cn LLI FINISH GRADE NO SCALE 1 1 /2"X 1 1 /2"X 24" LONG WOOD LATH TO SECURE TO STAKES 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC (4.5 OZ/SY) MAINTAIN BY REMOVING ACCUMULATED SILT -CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED MATERIAL & COMPACT 2"X 2"X 36" LONG HARDWOOD STAKES W/ ONE END SHAPPENED & SPACED 5'-0" O.C. SILT FENCE DETAIL NO SCALE FLEXSTORM CATCH -IT FILTERS FOR TEMPORARY INLET PROTECTION PRODUCT SELECTION AND SPECIFICATION DRAWING GALVANIZED STEEL FRAMING W/UFT HANDLES MATE BYPASS A FILTER BAG CLAMPING BAN FLEXSTORM CATCH -IT INLET FILTERS FOR ROUND OPENINGS FLEXSTORM CATCH -IT INLET FITLERS FOR SQUARE/RECTANGULAR OPENINGS GALVANIZED STEEL FRAMING W/UFT HANDLES ULTIMATE B' AREA NDIANA ;URB GUARD FLAP AGNETIC TIE DOWNS D FLEXSTORM CATCH -IT INLET FITLERS FOR CURB BOX OPENINGS (MAGNETIC CURB FLAP) Product selection for FLEXSTORM CATCH -IT Filters (Temporary Inlet Protection) INDOT Reference Neenah Casting East Jordan Casting USF Casting Inlet Type Grate Size Opening Size Bag Cap. (ft3) FX Flow Ratings (CFS) ADS P/N 8,9 R3286-8V/9V 7520-T1 5249-6029 Curb Box CB 21.6 x 15.6 19.7 x 13.5 1.9 1.5 62MCBIN8FX 10, 11 R3287-1 OV 7505 5239-6139 Curb Box (CB) 34.75 x 15.6 33 x 14 2.5 2.0 62LCBIN10FX 15 R3287-15 7565 5235-6132 Curb Box (CB) 2 x 22.5 x 22.5 2 x 20 x 2 0 4.2 3.6 62XLCB15FX 3067/3246 7030 Curb Box (CB) 35.5 x 17.5 33 x 16 2.8 2.3 62LCBEXTFX 2 R3472 5340 4008-6008 Square/Rectangular (SQ) 21.75 x 21.75 19.6 x 19.6 2.1 1.7 62MSQFX R-3455-C V-5360 Square/Rectangular (SQ) 36 x 24 34.5 x 22.5 3.5 2.4 62LSQ2436FX R-3405 5250 4130 Square/Rectangular (SQ) 24 x 24 22 x 22 2.3 1.9 62MSQ22FX 5 R3527-M 5425 4628-6032 Square/Rectangular (SQ) 2 x 22.5 x 22.5 2 x 20.7 x 19.5 4.2 3.6 62XLSQFX 13 R3360-A 5335 4144-6364 Square/Rectangular (SQ) 29.75 x 16.75 27.5 x 14.5 2.1 1.7 62MSQFX 7 R4215-C 6610 6006 Square/Rectangular (SQ) 33.9 x 33.9 29.5 X 29.5 3.8 2.7 62LSQFX 12A R3808-2 5405 Square/Rectangular (SQ) 45.25 x 28.6 40.1 x 23.5 4.2 3.6 62XLSQFX 2504 1040 193-5692 Round (RD) 22.25-23.5 -20.5 1.5 1.2 62MRDFX 2501/4342 1040/2830 227-YF Beehive (RDB) Beehive Grates -24.0 1.9 1.5 62MRDFX 3501-TR/TL 7495 5254-6233 Rolled Curb 26 x 23.5 26 x 22 3.1 1.9 62LSQFX3501-TR *FLOW RATINGS SHOWN ARE 507E MAXIMIUM NOTES" 1. ALL FRAMING IS CONSTRUCTED OF CORROSION RESISTANT STEEL FRAMING FOR PROLONGED PRODUCT LIFE. 2. TOTAL BYPASS CAPACITY WALL VARY WITH EACH SIZED DRAINAGE STRUCTURE. FLEXSTORM DESIGNS FRAMING BYPASS TO MEET OR EXCEED THE DESIGN FLOW OF THE A PARTICULAR DRAINAGE STRUCTURE. CONCRETE STRUCUTRES MAY REQUIRE ADDITIONAL REVIEW. 3. UPON ORDERING THE ADS P/N CONFIRMATION OF THE DOT CALLOUT, FLEXSTORM ITEM CODE, CASTING MAKE AND MODEL, OR DETAILED DIMENSIONAL FORMS MUST BE PROVIDED. 4. FOR WRITTEN SPECIFICATIONS AND MAINTENANCE GUIDEUNES VISIT WWW.INLETFILTOS.COM PUBLIC ROAD PLAN VIEW Z. 00 STAPLE DETAIL Wood or metal stakes (2 per bale) Straw bales (2 bales high Max) Original ground Gravel -filled bags in corners INSTALLATION^ 1. REMOVE GRATE 2. DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING UP OF CASTING OR CONCRETE STRUCTURE 3. REPLACE GRATE NLET PROTECTION DETA L NO SCALE 6" STONE DEPTH MIN. COMPACTED SUBGRADE ELEV. TO BE 6" MIN. BELOW FINISH GRADE) SEE SHEET C401 PROFILE VIEW 7 r/2'. EMPORARY CONSTRUCTION ENTRANCE DETAIL . STONE SIZE SHALL CONFORM TO ASTM D48 (2" TO 3" DIA.) PERIODIC STONE TOP DRESSING & WASHING AS REQUIRED. TEMPORARY CONSTRUCT ON ENTRANCE CONCRETE WASHOUT NO SCALE Plywood 4'-0 x 2'-0" painted white Black letters 6" height Lag screws (1/2") post 2"x3-1/2"x8'-0") o C 0 CONCRETE WASHOUT. 14'-9" Min FILTER BAG CLAMPING BAND ALL PRODUCTS MANUFACTURED BY INLET & PIPE PROTECTION, INC A DIVISION OF ADS, INC. WWW.INLETFILTERS.COM 866 287-8655 PH 630 355-3477 FX I FO NLETFILTERS.COM SIZE DWG NO C IPP Flexstorm HD Specif GALE SHEET 1 OF 1 1 III-111-11 WASHED STONE SUBBASE -I -I I- -� I=1 I I=1 I I=1 GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) o a o 0 0 0 0 0 0 0 0 0 0 0 0 a D D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Straw bales WO d or metal stakes Wedge loose straw between bales Gravel -filled bags in corners SIGN DETAIL PLAN Staples Plastic liner TEMPORARY CONCRETE WASHOUT F A C L T Y (2 per bale) (On Grade) NOTES: 1. The concrete washout sign shall be installed within 50' of the temporary concrete washout facility. I 2. Plastic liner shall be anchored with gravel -filled SECTION C-C bags for below grade concrete washout facility. CONCRETE WASHOUT DETA L rT-� NO SCALE M0 �0 \IIUYV VVIIUI J UUIU VV. Call before you dig. CARMEL PEDCOR DESIGN GROUP LLC Architecture / Project Management 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: \\\\gyp ,8 • H�F ''% o� ��\sTERFo. �9 910023 f ;• STATE OF •:� O��S • ZNDI Atl / unn I By: Developer: P E D C O R DEVELOPMENT CO. Project: COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINALAND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 01 /30/2023 05/04/2023 Drawn By Checked By DBH RDM Last Revision Date: 03/30/23 -CARMEL REVIEW 05/04/23 - CARMEL REVIEW Project Number: 21071.001 Sheet Title: EROSION CONTROL DETAILS & NOTES Sheet Number: C402