HomeMy WebLinkAboutC010.16_G2.07-EROSION CONTROL DETAILSCONSULTANTPROJECT NUMBER: 220128.00/2020-367CARMEL CLAY SCHOOLSPROJECT ISSUE DATE: 01.13.2021DRAWN BY: ARSREV.NO.DESCRIPTIONDATECONSTRUCTION DOCUMENTSWWW.FHAI.COMARCHITECT317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL MIDDLESCHOOL SITE300 S Guilford RdCARMEL, IN 46032IMPROVEMENTSPROJECT : 220128.00PROJECT MANAGER: BNHDANDY BAGDUMPING STRAPMONOFILAMENTAN ORANGE WOVENIF FABRIC IS TORN OR DETERIORATED, REPLACE IMMEDIATELY.AFTER DRAINAGE AREA IS STABILIZED, REMOVE SEDIMENT BAGSTANDARD FABRIC ISMAINTENANCE:REMOVE SEDIMENT ON A REGULAR SCHEDULEINSPECT WEEKLY AND AFTER EACH STORM EVENT.1.3.2.4.LIFT STRAPSGRATEII OR APPROVED EQUALRNO SCALEAREA INLETSEDIMENT BAG - DETAIL DFEB.SEASONAL SOIL PROTECTION CHARTIRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND/OR SEPTEMBERFERTILIZE 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 PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYE GRASS 30 LBS/ACREB = KENTUCKY BLUEGRASS 120 LBS/ACRE; CREEPING RED FESCUE 120 LBS/ACRE;A = SEE SPECIFICATIONS FOR PERMANENT SEEDING REQUIREMENTS.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.IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SODC = SPRING OATS 3 BUSHELS/ACREG = STRAW MULCH 2 TONS/ACRED = WHEAT OR RYE 2 BUSHELS/ACREE = ANNUAL RYE GRASS 40 LBS/ACRE (1 LB/1000 SQ. FT.)* /I/ * =F = SOD** =SEEDINGTEMPORARYMULCHINGSODDINGSEEDINGGPERMANENTSTABILIZATIONDORMANTSEEDINGPRACTICEJAN.B//////I////////////////I//////////EF**C**D**JUNE/////////I/////////APR.MAR.A*MAYJULY*AUG.*/I/SEPT.NOV.OCT.BDEC.UNDISTURBED GROUNDNO SCALESILT FENCE - DETAIL B MAINTENANCE:FLOW 4"12" MIN.24" MIN.FILTER FABRIC SECURE TOPOSTS WITH 2" LATH. IN SWALESOR AREAS OF CONCENTRATEDFLOW, REINFORCE WITH 14 GA. X6" WIRE MESHFILL WITH COMPACTED SOILEMBED FILTER CLOTHMIN. 6" 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,BRING DISTURBED AREA TO GRADE AND STABILIZE IT.SILT FENCESILT FENCECONSTRUCTION ENTRANCE - DETAIL CNO SCALENOTES:1.PLACE WHEREVER DIRT OR MUD COULD ENTERPUBLIC STREETS AND IN CONSTRUCTION TRAFFICAREAS REQUIRING DUST CONTROL2.PLACE ENTRANCE ON LEVEL GROUND WHEREPOSSIBLE.3.PROVIDE A SEDIMENT TRAP OR SILT FENCE BARRIERFOR RUNOFF FROM THE ENTRANCE AREA4.LIMIT THE NUMBER OF ACTUAL ENTRANCECONSTRUCTED FOR THE SITEMAINTENANCE:1.ENTRANCES REQUIRE PERIODIC TOP DRESSING OFSTONE2.PLACE NEW STONE IN SURFACE VOIDS3.USE ENTRANCE IN CONJUCTION WITH STREETSWEEPING4.REMOVE AGGREGATE AND SEPARATE SEDIMENTFOR DISPOSAL WHEN ENTRANCE BECOMESCLOGGED5.REPAIR ANY PUBLIC ROAD PAVEMENT DAMAGECAUSED BY CONTSTRUCTION TRAFFIC FROM THESITEMINIMUM 6" -#2 STONEGEOTEXTILESECTIONCOMPACTED SUBGRADE20' MIN.MINIMUM 6" OF#2 STONESEE PLANS FOR DIMENSIONSGEOTEXTILEISOMETRICEXISTING ROADWAY20' MIN.SEE PLANS FOR DIMENSIONSSEE PLANSFORDIMENSIONS50'42513A3BNOTE:REFER TO GENERAL STAPLE PATTERN GUIDE FORCORRECT STAPLE PATTERN RECOMMENDATIONS FORSLOPE INSTALLATIONS.1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPAREDAREA. 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" WIDETRENCH. 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 APPROXIMATELY 2"OVERLAP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVEREND (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGHOVERLAPPED AREA, APPROXIMATELY 12" APART.NO SCALEEROSION CONTROL BLANKET SLOPE INSTALLATION - DETAIL GEROSION CONTROL DETAILSCURB INLET SEDIMENT BAG - DETAIL EMAINTENANCE:NO SCALERUNOFFRUNOFF1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACEIMMEDIATELY.3.REMOVE SEDIMENT ON A REGULAR SCHEDULE4.AFTER DRAINAGE AREA IS STABILIZED, REMOVESEDIMENT BAGINLET SEDIMENT BAG -BEAVER DAM OR TRUE DAMBY MIRAFI (OR APPROVEDEQUAL)SILT FENCE INLET PROTECTION - DETAIL FNO SCALEMAINTENANCE:1"x2" HARDWOODCROSSBRACINGREFER TO SILT FENCE SECTION FOR EMBEDMENT DETAILCATCH BASIN/DRAINAGE STRUCTURENOTE:36" WIDE NONWOVENPOLYPROPYLENE FABRIC1/2"x2"x24" WOODLATH AT EACH STAKEOVER FABRIC2"x2"x36" HARDWOODSTAKES WITHPOINTED END - AT 5'O.C.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 THE HEIGHT OF THE FENCE ORIS CAUSING FABRIC TO BULGE.4.TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5.AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGINGDISTURBED AREA TO GRADE AND STABILIZE IT.G2.07NONESTANDARD WASHOUT - DETAIL ANOTES:1.PROVIDE 10 YD. OR 15 YD. ROLL OFF DUMPSTER FORSTORAGE OF CONCRETE WASHOUT MATERIAL. SERVICEDUMPSTER WHEN APPROACHING 2/3 FULL USING CARE SOTHAT GREY WATER IS NOT SPILLED OUT WHEN DUMPSTER ISMOVED.2.PROVIDE LEAKPROOF (10 MIL MIN.) PLASTIC LINER.3.LOCATE DUMPSTER IN DESIGNATED AND APPROVEDLOCATIONNOTE 3NOTE 1NOTE 2