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CL <br />28' F-F <br />2'SHOULDER <br />VA <br />-- - - - - - - - - - - - - - - -- <br />- <br />VARIES-� <br />LL 6.25" - 9.25" BITUMINOUS <br />10" - 13" CLASS 5 <br />MILL4" <br />RECLAIM 6" <br />REMOVE 1" OF EXCESS MATERIAL <br />EXISTING TYPICAL SECTION <br />2'SHOULDER <br />B618/SURMOUNTABLE <br />CONCRETE CURB <br />9 <br />28' F-F <br />2'SHOULDER 12'LANE 12'LANE 2'SHOULDER <br />2 2% CONCRETECURB BLE <br />z— - - - - - - - - - - - - - - - - - - - - - - - - - - ---- <br />L 2" BITUMINOUS WEAR TYPE SPWEA340B <br />3" BITUMINOUS NONWEAR SPNWB330B <br />PROPOSED TYPICAL SECTION <br />1a Mom:___ <br />2 NO FS: <br />Q UNICTI OTECTION DEVICEBSHALL BE MAINTAIN EDOR REPIACED ATTHED <br />B USER—B." STEEL ROD AND LISTED ON THE DFPARIMFNTS EROSION CONTROALTELPRODUCTWROVE <br />ACCEPTABILITY USF MAY BE SURSTRUTEO WHEN REMOVING OR <br />CAST <br />FOR REMTION, CARE SHALL BE TAKEN SO THATTHE <br />,WI SEDMA1IMFNTTMPPEDONTHE GEOTFXIILE FABRIC DO. NOT FALLIN THEINLET. <br />GEOTE%IILF FABRIC, TYPE NEW <br />CUURBNBRER USE WOOD ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. <br />MONOFIIAMEM<ONFORMING TO 2K4, EXTEND 10" BEYOND REQUIRED, SHALL E%iENDA <br />SPEC. 3086HTABLL 3886-I ,)� GRATE WIDTH ON BOTH QFINISHED SIZE, INCLUDING POCXFTS WHERE RE <br />MACHINE ICE > 11 SLOES IENGIH NBOT MINIMUM OF TIC AROUND THE PERIMETER TO FACIUTATE MAINTENANCE OR <br />_ S' I SECURETOGRATEWITHFRONT,REMWAL <br />TO BE MADE FROM SINGLE j WIRE OR PUISTICTIES FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2A. <br />PIECE OF FABRIC <br />INSTN4"."OVALH LE SHALL BE MINIMUM DOUBLE STITCHED DONOTNOTESJION TNSTTAILPROTECTION ININLIMSHALLOWERTHAN-,MEASURED <br />HEATCUT11I ALL FOUR SEAMS ALL AROUND SIDE FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE, <br />SIDE PANELS ti PIECESANDONFLAPPOCKETS TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3"OFTHE GRATE. <br />THE INSTALLED RAG SHALL HAVE AMINIMUM SIDE CLEARANCE, BETWEEN THE <br />IN� <br />OF3"AWHERE NECFSSARYTHE CONTRACTOR SHALLCIINCH TNF BAG, USING <br />PVSTIC ZIP TIES, TO ACHIEVE THE 3' CLEARANCE. THE TIES SHALL SE PLACED <br />AT A MAXIMUM OF4 FROM THE BOTTOM OF THE BAG. <br />INLET PROTECTION <br />GEOTEXTILE BAG <br />NOTTOGLALE <br />DETAIL LOG © BOLTON <br />ORONO PLATE NO: REVISIONS: DATE: <br />ERO-102 INLET PROTECTION & MEN K <br />GEOTEXTILE BAG <br />Real People. Real Solutions. <br />3 <br />�1 STATE AID COMMENTS <br />:8 <br />_ <br />"v <br />IHEREBY CERTI FY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME ORUNDERMYDIRECT SUPERVISION AND THAT IAMADULY LICENSED <br />26385HADOWLANE,$UTE200 <br />DESIGNED <br />SIGN <br />rvo SUED FORD <br />1 ISSUED <br />12/12/2024 <br />S.A.P.152-107-002 <br />SHEET <br />'"" DDS <br />NORTH BROWN ROAD IMPROVEMENTS <br />�� <br />FESSI 1 ENGINEER UNDE ELAWSOFTHESTATE OFE OF MINNFS Tj l \ <br />BOLTON CHASKA, MN 55318 <br />5 <br />-_ <br />& MENK <br />Phone: (952)448-8838DXED <br />Email: Chaska@bolton-menk.com <br />OF <br />1 ffr Veyan t <br />1/20/2024 <br />D24X136467000 <br />354 <br />0 <br />www.bolton-menk.com <br />TYPICAL SECTIONS & CONSTRUCTION DETAILS <br />8 <br />4" <br />9 <br />