HomeMy WebLinkAboutC340 - EROSION CONTROL DETAILS - G3.4100% CONSTRUCTION DOCUMENTSCOPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTKEY PLANBUILDING "A"BUILDING "B"ABSOUTHSUPPORTBUILDINGGREYHOUNDACTIVITIESCENTER5201 E Main Street, Carmel, IN 46033317-844-9961PROJECT NUMBER: 222154.00PROJECT ISSUE DATE: 7.26.2024DRAWN BY: ARS317.848.0966350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204PROJECT MANAGER: PMR222154.00CARMEL HIGHSCHOOL STADIUMGRANDSTANDRENOVATIONPROJECTCARMEL CLAY SCHOOLS2390 E. SMOKY ROW (HOME SIDE)2450 E. SMOKY ROW (VISITOR SIDE)CARMEL, IN 46032PLANNORTHREV.NO.DESCRIPTIONDATE19700317No.CITY SUBMITTAL08-14-20241G3.4EROSION CONTROLDETAILSSILT FENCEPOST BPOST ASILT FENCEPOST(TYP.)SILT FENCEEND SECTION DETAIL (PLAN VIEW)GEOTEXTILE SHALL BE FOLDED AROUND TWOPOSTS ONE FULL TURN. SECURE GEOTEXTILETO POST WITH THREE STAPLES (1/2") MINIMUM.JOINING SECTION DETAIL (PLAN VIEW)FOLD GEOTEXTILE AROUND EACH POST ONEFULL TURN. SECURE GEOTEXTILE TO POSTWITH THREE STAPLES (1/2") MINIMUM.POSTS SHALL BE TIGHTLY ABUTTED WITH NOGAPS TO PREVENT POTENTIAL FLOW-THROUGHOF SEDIMENT AT JOINT.UNDISTURBED GROUNDSILT FENCE - DETAIL BMAINTENANCE: 4"18" MIN.24" MIN.FILTER FABRIC SECURE TOPOSTS WITH 2" LATH, IN SWALESOR AREAS OF CONCENTRATEDFLOW REINFORCE WITH 14 GA. X6" WIRE MESHFILL WITHCOMPACTEDSOILEMBED FILTER CLOTHMIN. 12" INTO GROUND2"X2" HARDWOOD OR 1.33LB/FT STEEL POSTMAX. SPACING BETWEENPOSTS IS 5'-0".1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.3.REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF OF THE HEIGHT OF THEFENCE OR IS CAUSING FABRIC TO BULGE.4.TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5.AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGDISTURBED AREA TO GRADE AND STABILIZE IT.6.SILT FENCE USED AT TOE OF SLOPE SHALL BE PLACED 5' TO 18' BEYOND THETOE OF SLOPE TO PROVIDE STORAGE CAPACITY.7.SILT FENCE SHALL BE PLACED ON THE CONTOUR, WITH ENDS FLARED UPSLOPE.NO SCALENOTES:1.PROVIDE 10 YD. OR 15 YD. ROLL OFF DUMPSTER FOR STORAGE OFCONCRETE WASHOUT MATERIAL. SERVICE DUMPSTER WHENAPPROACHING 2/3 FULL USING CARE SO THAT GREY WATER IS NOTSPILLED OUT WHEN DUMPSTER IS MOVED.2.PROVIDE LEAKPROOF (10 MIL MIN.) PLASTIC LINER.3.LOCATE DUMPSTER IN DESIGNATED AND APPROVED LOCATIONNOTE 3NOTE 1NOTE 2STANDARD WASHOUT - DETAIL CNO SCALEEXISTING INLETSTRAW BALESINLET PROTECTIONEROSION CONTROLTEMPORARY SEEDINGTEMPORARY DIVERSIONSTREE PROTECTIONEROSION CONTROLSILT FENCESTONE ENTRANCEEROSION CONTROL MAINTENANCEWEEKLY, AFTER STORM EVENTSAS NEEDEDPRIOR TO CLEARING AND GRADINGMAINTENANCEINSTALLATION SEQUENCEREMOVAL STRAW BALESSEED, SOD, &REMOVAL OF REMOVAL OF INLETWATER AS NEEDEDWATER AS NEEDEDWATER AS NEEDEDN/APERMANENT SEEDINGN/AN/AAFTER ALL AREAS DRAINING TOPRIOR TO CLEARING AND GRADINGPRIOR TO CLEARING AND GRADINGPRIOR TO CLEARING AND GRADINGALONG WITH ROUGH GRADINGAFTER ROUGH GRADINGAFTER FINISH GRADINGAFTER FINISH GRADINGAFTER FINISH GRADINGAFTER EACH INLET IS PLACEDAFTER FINISHED GRADINGMEASUREAND AS NEEDEDAND AS NEEDEDWEEKLY, AFTER STORM EVENTSWEEKLY, AFTER STORM EVENTSAND AS NEEDEDAND AS NEEDEDWEEKLY, AFTER STORM EVENTSAND AS NEEDEDWEEKLY, AFTER STORM EVENTSAND AS NEEDEDWEEKLY, AFTER STORM EVENTSAND AS NEEDEDWEEKLY, AFTER STORM EVENTSPROTECTIONMATTINGLANDSCAPE PROTECTIONTHESE AREAS ARE STABILIZEDTHESE AREAS ARE STABILIZEDAFTER ALL AREAS DRAINING TOTHESE AREAS ARE STABILIZEDAFTER ALL AREAS DRAINING TOSILT FENCESOIL EROSION CONTROL SUMMARY1.CONTRACTOR SHALL AT ALL TIMES INSURE THAT EROSION CONTROL MEASURESPROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACE PRIOR TO THECOMMENCEMENT OF ANY PHASE OF CONSTRUCTION OR LAND ALTERATION ACTIVITY.2.AS SOON AS AREAS ARE BROUGHT TO FINISH GRADE OR NEW DRAINAGE FACILITIESARE CONSTRUCTED, CONTRACTOR SHALL CONSTRUCT THE APPLICABLE EROSIONCONTROL MEASURES REQUIRED BY AND DELINEATED ON THE APPROVED PLAN.3.DURING SITE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL: CONSTRUCT ALLPERIMETER SILT BARRIERS. INSTALL AND MAINTAIN CLEAN CRUSHED STONE AT ALLCONSTRUCTION ENTRANCES/EXITS TO THE SITE AND ANY AREAS USED FOR PARKING.PREVENT CONSTRUCTION SILTS FROM LEAVING THE SITE AT ALL TIMES AND PLACEEXCAVATED MATERIALS AWAY FROM ANY DIRECT DRAINAGE FLOW RUNOFF FROM THESITE.4.TEMPORARY VEGETATION SHALL BE INSTALLED WITHIN 7 DAYS FOLLOWINGCOMPLETION OF ANY PHASE OF GRADING.5.PERIMETER SILTATION BARRIERS SHALL BE MAINTAINED AT ALL TIMES.6.AT SUCH TIME THAT ROUGH GRADING OF THE SITE IS COMPLETE AND DRAINAGEDIVERTED TO INLETS, INLET EROSION CONTROL MEASURES SHALL BE INSTALLED ATALL INLET STRUCTURES TO KEEP PIPING SYSTEMS FREE OF SILTATION.7.EROSION CONTROL MEASURES, CONSTRUCTION ENTRANCES AND SILTATIONBARRIERS SHALL REMAIN IN PLACE UNTIL A GOOD STAND OF GRASS HAS BEENOBTAINED AND/OR PAVING OPERATIONS ARE COMPLETE. AFTER COMPLETEVEGETATIVE ESTABLISHMENT OR PAVING, ALL SILT IN PIPES, DETENTION FACILITIESAND SWALES SHALL BE REMOVED WITHIN 10 DAYS SO THAT FINISHED GRADES AREMET.8.CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDINGTHE PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERECONSTRUCTION TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BYUTILIZING SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ONADDITIVES OR OTHER APPROVED METHODS. MUD OR SEDIMENT SHALL BE REMOVEDFROM ROADS AND STREETS IMMEDIATELY.9.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.10.IT IS THE CONTRACTORS RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROMON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENTPROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5'(327 IAC 15-5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT IS THECONTRACTOR'S AND OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALSREQUIRED FROM THE LOCAL AUTHORITIES.PERMANENT SEEDING SPECIFICATIONS4.3.2.1.SWALES/GRASSED WATERWAYS: PERMANENT SEEDING SHALL TAKE PLACE BETWEEN MARCH 1 AND MAY 15 OR FROM AUGUST 10 TO OCTOBER 15 WITH THE FOLLOWING AMOUNTS PER ACRE: 25 LBS. KENTUCKY 31 FESQUE 15 LBS. KENTUCKY BLUE GRASS 400-600 LB. 12-12-12 FERTILIZER 3000 LBS. MULCH (STRAW) IF GRADES ARE ESTABLISHED BETWEEN OCTOBER 15 AND DECEMBER 30, EITHER RYE (GRAIN) OR WHEAT MAY BE USED AT THE RATE OF 2 BUSHELS/AC. OATS MAY BE USED FOR EARLY SPRING PLANTING AT THE RATE OF 3 BUSHELS/AC. ALL GRAINS SHALL BE CUT AT TIME OF PERMANENT SEEDING. ALL GRAINS SHOULD BE CUT PRIOR TO MATURING. IF TEMPORARY SEEDING IS ESTABLISHED PRIOR TO PERMANENT SEEDING, THE MULCH MAY BE ELIMINATED EXCEPT IN "BARE" AREAS. IF GRADING OCCURS DURING DECEMBER, JANUARY OR FEBRUARY, NO SEEDING IS TO TAKE PLACE UNTIL SPRING PLANTING; HOWEVER, IT IS IMPERATIVE THAT ALL SEDIMENT FILTERS AND TRAPS ARE IN PLACE PRIOR TO BULK EARTH MOVING OR CLEARING.AS NEEDEDROCK CHECK DAMNALONG WITH ROUGH GRADINGAS NEEDEDROCK DONUTALONG WITH ROUGH GRADINGF = SODE = ANNUAL RYE GRASS 40 LBS/ACRE (1 LB/1000 SQ. FT.)D = WHEAT OR RYE 2 BUSHELS/ACREG = STRAW MULCH 2 TONS/ACREC = SPRING OATS 3 BUSHELS/ACRE* /I/ * =IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.A = KENTUCKY BLUEGRASS 100 LBS/ACRE; CREEPING RED FESCUE 100 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYE GRASS 20 LBS/ACREB = KENTUCKY BLUEGRASS 120 LBS/ACRE; CREEPING RED FESCUE 120 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYE GRASS 30 LBS/ACREFERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY ** =IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND/OR SEPTEMBERPRACTICESEEDINGSEEDINGDORMANTSEEDINGSODDINGMULCHINGTEMPORARYSTABILIZATIONPERMANENTMAYSEASONAL SOIL PROTECTION CHART//////////////I///////////////CGB**FEAJAN.FEB.MAR.*APR.////////////////I/////////////////*//////////I//////////**D*BJUNE*JULYSEPT./I/*AUG.OCT.NOV.DEC.NO SCALETEMPORARY SEEDING CHART - DETAIL APRE-CAST CONCRETE 22"x 22"x 16" HIGHSIGN POST BASE OR CONCRETE WASHOUT2'-0"1'-6'5'-0"1'-10"1'-4"BLACK LETTERSBLACK BORDERWHITE BACKGROUNDSIGN POSTIMBED SIGN POST INTO GROUND 3'-0"CONCRETE WASHOUT SIGN - DETAIL DNO SCALESWPPP INFORMATION4' (MINIMUM)4' (MINIMUM)NOTES:1)THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE ENTRANCE/EXIT OFTHE SITE, SUCH THAT IT IS ACCESSIBLE/VIEWABLE BY THE GENERAL PUBLIC, BUT NOTOBSTRUCTING VIEWS AS TO CAUSE A SAFETY HAZARD.2)ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITIONAT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THENOTICE-OF-TERMINATION(NOT) IS FILED FOR THE PERMIT.3)CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENTCONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AGENCY.4)SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTSUNLESS APPROVED BY THE GOVERNING AGENCY.5)CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THIS SWPPPINFORMATION SIGN.SIGN TO BE CONSTRUCTED OFA RIGID MATERIAL, SUCH ASPLYWOOD OR OUTDOOR SIGNBOARD. SIGN MUST BECONSTRUCTED IN A MANNERTO PROTECT DOCUMENTSFROM DAMAGE DUE TOWEATHER (WIND, SUN,MOISTURE, ETC.)."SWPPP INFORMATION" MUSTBE DISPLAYED PROMINENTLYACROSS THE TOP OF THESIGN, AS SHOWN IN THEDETAIL.SWPPP INFORMATION SIGN - DETAIL FNO SCALE3' (MINIMUM)3' (MINIMUM)
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8"CONSTRUCTION ENTRANCE (FODS)DRIVE - DETAIL ENOTES:1.MAT MATERIAL SHALL BE COMPRESSION MOLDED HDPE, HIGH VISIBILITY - YELLOW COLOR.2.MATS SHALL BE CONNECTED WITH H-BRACKET ANDSTEEL STRAP HARDWARE PER MANUFACTURER DIRECTIONS.3.CLEANING/MAINTENANCEA.MATS SHALL BE INSPECTED ONCE ON A WEEKLY BASISAND WITHIN 2 DAYS OF ALL RAINFALL EVENTS.B.MATS SHALL BE CLEANED ONCE 2" OF SEDIMENT HASBUILT UP IN THE LINE OF TRAVEL.C.MAINTENANCE EQUIPMENTa.SKID-STEER WITH BROOK ATTACHMENTb.FODS SHOVELc.STREET SWEEPERd.PRESSURE WASHER WITH CONTAINMENTe.WATER TRUCK WITH CONTAINMENTFODS COMPOSITE MAT TRACKOUT CONTROL SYSTEM (FODS, LLC)12'WIDE x 7'LONG x 3 5/8"HEIGHT (2 7/8" PYRAMID HEIGHT)EXISTING ASPHALT PAVEMENTSEDIMENT BAG - DETAIL HMAINTENANCE:AREA INLET NO SCALEDUMPINGSTRAPSOPTIONALOUTFLOW PORTSLIFTSTRAPSSTORMGRATEMETALFRAMEMANAGEABLE2 FOOT CONTAINMENTAREADANDY SACK , FRAMED MODEL1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.IF FABRIC IS TORN OR DETERIORATED, REPLACE IMMEDIATELY.2. REMOVE SEDIMENT ON A REGULAR SCHEDULE OR WHEN UNIT IS MORETHAN 1/3 FULL.3.AFTER DRAINAGE AREA IS STABILIZED, REMOVE SEDIMENT BAG.EROSION AND SEDIMENT CONTROL PRODUCTSKILN DRIED WOOD CHIPSHANDLESHANDLESLENGTH (AVAILABLE IN 10', 15' & 22')8"3"END VIEW END VIEW3" FLAPHANDLE8"WEIGHTED WATTLE DETAIL - DETAIL GNO SCALEHIGH VISIBILITY GREENKILN DRIED WOOD CHIPSHIGH VISIBILITY GREENMODEL CHP10-GRFLOW(TRIPLE)(SINGLE)WIRE OR ZIP TIESFLOWFLOWCOMPACTED SOILOPTIONALWOOD POSTS.INSTALL 12" INTOGROUNDWOOD POSTS.INSTALL 12" INTOGROUNDCOMPACTED SOIL OPTIONALWOOD POSTS.INSTALL 12" INTOGROUNDMODEL CHP10-GR42513A3BNOTE:REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLEPATTERN RECOMMENDATIONS FOR SLOPE INSTALLATIONS.1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OFLIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEEDPREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6"WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY2" OVERLAP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS ENDOVER END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLETHROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART.NO SCALEEROSION CONTROL BLANKETSLOPE INSTALLATION - DETAIL ISLOPE LENGTH IN FEETWITH ADDITIONAL STAPLES ON SIDE SLOPES.CHANNEL LININGS UTILIZE STAPLE PATTERN "C"EROSION CONTROL BLANKET STAPLE PATTERN - DETAIL KA4:1NOTES:SLOPE GRADIENT3:1A2:11:1BBLININGCHANNELADDITIONAL STAPLES AS REQUIREDB1 STAPLE PER SQ. YD.1 1/2 STAPLE PER SQ. YD.GENERAL STAPLE RECOMMENDATIONSBCCCC2 STAPLE PER SQ. YD.1.STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS.2.STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL.3.AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTOBLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED.4.CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE SLOPES REQUIRE A 6"(MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM.5.IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED, FOLLOW THEINSTALLATION DIRECTIONS RECOMMENDED BY THAT MANUFACTURER.NO SCALECRITICAL POINTSNOTE:1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,FERTILIZER, AND SEED.2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6"WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.3.ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.4.PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE ADOUBLE ROW OF" STAGGERED STAPLES 4" APART TO SECURE BLANKETS.5.FULL LENGTH EDGE 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 BLANKETAND STAPLED (2" FOR C350 MATTING).7.IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTHOF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN ASTAGGERED PATTERN.8.THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDETRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.HORIZONTAL STAPLE SPACING SHOULD BEALTERED IF NECESSARY TO ALLOW STAPLESTO SECURE THE CRITICAL POINTS ALONG THECHANNEL SURFACE. REFER TO GENERALSTAPLE PATTERN GUIDE FOR CORRECTSTAPLE RECOMMENDATIONS FOR CHANNELS.A.OVERLAPS AND SEAMSB.PROJECTED WATER LINEC.CHANNEL BOTTOM/SIDESLOPE VERTICESNO SCALEEROSION CONTROL BLANKET CHANNELINSTALLATION - DETAIL J