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STEEL STUDDED'T' POST <br />5' MINIMUM LENGTH POSTS <br />FASTEN GEOTEXTILE <br />AT 6' MAXIMUM SPACING <br />FABRIC TO POST <br />WITH PLASTIC ZIP <br />FABRIC, 36" WIDE <br />TIES (3 MINIMUM) <br />(SEE NOTE 1) <br />�rGIOTIXTILI <br />FABRIC ANCHORAGE TRENCH <br />DIRECTION OF <br />BACKFILL WITH TAMPED NATURAL SOIL <br />RUNOFF FLOW <br />_ �� <br />z <br />0 Z. <br />a ow w 4 NOTE: <br />MIN GEOTEXTILE FABRIC SHALL <br />BE PER MnDOT SPEC 3886 <br />SILT FENCE - HEAVY DUTY <br />NOT TO SCALE <br />STEEL STUDDED'T' POST 5' <br />PLASTIC 'ZIP' TIES MINIMUM LENGTH POSTS <br />(5Gl TENSILE) AT 6' MAXIMUM SPACING <br />LOCATED IN TOP 8" <br />GEOTEXTILE FABRIC, 36" WIDTH <br />DIRECTION OF <br />RUNOFF FLOW <br />z r <br />z a <br />o t; <br />MACHINE SLICE <br />8"-12" DEPTH <br />(PLUS 6" FLAP) <br />SILT FENCE - MACHINE SLICED <br />NOT TO SCALE <br />SILT FENCE DETAILLOG © BOLTON <br />REVISIONS: DATE: & MEN K <br />ORONO PLATE NO: <br />ERO-400 Real People. Real Solutions. <br />"BADE �nS1-110 <br />... AN- <br />O j'==.NZ_' — <br />N s axED <br />aauisMEmoorIETORA x0 <br />PIANOFCOVER PUTE a"iol <br />DPTwxu HANDuxGD <br />III Em mLll M <br />TYPICAL DESIGN 4020 MANHOLE/CATCH BASI <br />4 MM"Dor ISEE m"DOL <br />i-m3ix0H:TMLDADIx wmARex` DB.N-1. srAxDAROPIATE. STAxDAROPIA,Ew:01 � 3 ,�,ol <br />o <br />"d sT111-1 AEl xcEE STORM SEWER STRUCTURE DESIGN W20 <br />NOTE: TRACER WIRE NOT REQUIRED. <br />O STORM SEWER DETAILLOG <br />NO STRUCTURE DESIGN BOLTON <br />4020 W/ TRACER WIRE REVISIONS: DATE: M&MENK <br />\1 ORONO PLATE NO: <br />STO-103 <br />Real People. Real Solutions. <br />PLAN VIEW <br />ILLS <br />v4Bxr111Ax VaTx111�Eas�RFnm <br />WA_ <br />mAxlmOm t <br />SA.w TERSU xE-\TENSION CABLEA vIURTAI-El- <br />SECTION A -A <br />SILT FENCE - FLOTATION SILT CURTAIN <br />FLOTFENCE AT ON DETAILLOG BOLTON <br />SILT CURTAIN REVISIONS: DATE: T&MENKORONO PLATE NO: <br />ERO-402 Real People. Real Solutions. <br />TIE LAST 3 PIPE JOINTS, <br />USE 2 TIE BOLT FASTENERS <br />PER JOINT, INSTALL AT 60" <br />FROM TOP OR BOTTOM OF PIPE <br />ANCHORCUP— I/ <br />PROVIDE 3 ANCHOR CLIPS <br />TO FASTEN TRASH GUARD <br />TO FLARED END SECTION <br />HOT DIP GALVANIZE <br />ANCHOR BOTH SIDES AFTER FABRICATION <br />TRASH GUARD SIZES <br />PIPE SIZE <br />BARS <br />"H" <br />BOLTS <br />12"-18" <br />3 4" 0 <br />4" <br />1 5/8" <br />21"-42" <br />1"0 <br />�11/4"P�12" <br />6" <br />1 3/4" <br />42"-72" <br />1 1" <br />RC APRON TRASH RACK <br />(STEEL BARS) <br />NOT TO SCALE <br />¢O+U RC APRON TRASH DETAILLOG BOLTON <br />O O RACK (STEEL BARS) REVISIONS: DATE: MEN K <br />ORONO PLATE N0: T& <br />STO-601 Real People. Real Solutions. <br />SEE TABLE FOR <br />MINIMUM DEPTH <br />1' <br />SECTION B-B <br />a'A <br />RIPRAP <br />A <br />L O D� <br />�o <br />PLAN B <br />"L" <br />V <br />4` <br />GEOTE.LE FABRIC, PER SPEC 3.1 <br />THE FABRIC SHOULD COVER THE AREA <br />OFT E RIPRAP AND EXTEND UNDER <br />THE CULVERT APRON THREE FEET <br />SECTION A -A <br />RIPRAP AT RCP CULVERT END <br />NOTTOSCALE <br />- ONO RIPRAP AT RC DETAILLOGrfi'R*NBO LTO N <br />;\ CULVERT END REVISIONS: DATE: yf!4 ORONO PLATE NO: <br />&MEN K <br />ERO-600 Real People. Real Solutions. <br />ra <br />lk7 <br />t:� <br />E♦•E�E♦•i5� <br />LLLLLLLH� <br />ILLLLLr� <br />ILL�n� <br />fS�l•fS>t�lPl•!k7 <br />EI7EI7ii:�iF�l1� <br />CONSTRUCTION NOTES <br />1. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD EXISTING TOPSOIL ON -SITE. <br />2. RESTORE ALL DISTURBED TURF AREAS WITH SALVAGED TOPSOIL MNDOT SEED MIX SOUTHERN <br />BOULEVARD (SB) AND HYDROMULCH. <br />I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />2638 SHADOW LANE, SUITE 200 <br />SIGN FR 1JW <br />CITY OF ORONO, MINNESOTA <br />SHEET <br />w <br />N Do5 <br />1: <br />PROFESSIONAL ENGINEER UNDERTHE IAWSOFTHE STATE OF MINNESOTA. <br />BOLTON CHASKA, MN 55318 <br />KENOBI POND IMPROVEMENTS <br />2 <br />Pbone:(952)448-8838 <br />& M E N K Email: Chaska@bolton-menk.com <br />www.bolton-menk.com <br />OF <br />ENTgJJW <br />CONSTRUCTION NOTES AND DETAILS <br />Jeffrey Weyandt <br />CLIENT DI. <br />a1342 MM/DD/YYYY <br />25X137926 <br />7 <br />q 70 <br />