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SLBGRA <br />50' m <br />IB" J RIP -RAP <br />SITE PIPE BEDDING TO EXTEND TO <br />BIN ABOVE TOP OF PIPE FOR <br />_ NON -CONCRETE PIPE. <br />_ <br />`c <br />FILTER FAB Ric O , _ <br />MA. = O - _ INI IAL COMPACTION AT NI PaNT <br />III PIPE WITH MEOCHANICAL TAMPER <br />B" minlmum <br />MIN <br />P/L P/L <br />SECTION B-B B <br />- — SITE <br />• — ____ __ - <br />— — — —1 <br />— — <br />/3/0' <br />"-2" Washed Rock Aggregot <br />53' <br />A A <br />--IT- <br />12'6" 28' B-B 126"__Ej::t <br />1-2% SLOPE 1-2% SLOPE <br />I <br />SITE PIPE BEDDING <br />ROCK CONSTRUCTION ENTRANCE <br />rcz <br />2.0% — `— <br />B <br />INSTALLATION: <br />PUNP TIE DOWN <br />DISCHARGE <br />Is <br />11 <br />PLAN IwJ <br />1.5" BITUMINOUS WEAR COURSE <br />(MnDOT 2360 TYPE SP 9.5) <br />io PRA"ov SHAII BE a,AL <br />I MBE <br />>TRAs AeO. <br />I. REMOVE GRATE <br />2. DROP FLEXSTORM INLET <br />HOSE (\STRAP I/ <br />uJ m <br />2.0" BITUMINOUS BASE COURSE <br />Mp_RAp <br />J- <br />FILTER ONTO LOAD <br />BEARING LIP OF CASTING <br />1 / <br />m W j <br />_0. <br />(MnDOT 2360 TYPE SP 9.5) <br />�� <br />OR CONCRETE STRUCTUREin <br />Ox <br />6" CLASS 5 GRAVEL BASE (MIN.) <br />i <br />GRATE <br />o = <br />1a <br />3. REPLACE <br />COMPACTED SUBGRADE <br />FILTER FAGRIt®� } <br />SEWN T <br />SPOUT ✓' `�^ <br />It ew <br />8 <br />MOUNTABLE CONCRETE CURB AND GUTTER <br />SECTION A -A <br />FLE%STORM F%:STANDARD WOVEN <br />WATER <br />Boo�B <br />PLACE TACK COAT BETWEEN COURSES <br />BAG (22" DEPTH) OR EQUAL <br />PUNP �� <br />5EpWz <br />ez <br />NOTE: <br />NOTE: <br /><<5 4Z <br />yy <br />PIPE SIZEB LARGER THAN THOSE SHOWN REOIARE A SPECIAL DESIGN. <br />o F0 DR ED wL TO D• USE s <br />f <br />•E <br />s o <br />® FIE nu BXALL covER THE AREA <br />OF THE RIPRAP AID EXTEND UIDER x cu RC, APRON a FT <br />DANDY DEWATERING BAG <br />f <br />`[\ <br />OR EQUAL <br />e 5 Z <br />6 <br />/}/ <br />FILTEREDy <br />�eM <br />TYPICAL STREET SECTION - PRIVATE STREET <br />RIP -RAP INSTALLATION <br />TEMPORARY SEDIMENT FILTER <br />TEMPORARY PUMPED SEDIMENT CONTROL DEVICE <br />Z <br />y <br />I. THE SEDIMENT LOGS SHALL BE TRENCHED M" INTO <br />THE GROUND AND SHALL BE STAKED BY STEEL <br />W y <br />FENCE POSTS OR 2'% 2" WOOD STAKES <br />0 W <br />W H <br />AIx RURFPCE Lxm PtXNAx[xT LWDETATIDx <br />2. SOIL SHALL BE COMPACTED OIJ THE UPSLOPE <br />iL <br />Ox <br />RTexaN%Ie' DD. T/z' iTAIRTAa <br />Is EXTABLIXH[D. <br />tXsxc cvamo <br />Chan a of Covero e: For construction cis where <br />9 9 PrOR <br />the owner o! operator Changes, (eg., on oliginog <br />tleveloper sells portion Of the property l0 vtl i0u <br />homebuilEers Or sells the entire sits to o new owner) <br />SIDE OF LOGS. <br />STAKED AND ENTRNCHED <br />O' DIP. SEDIMENT LOG <br />FILTERED RUNOFF SEDIMENT -LADEN <br />RUNOFF <br />E5 <br />O <br />y <br />Q y <br />a 4C <br />Q <br />U <br />�- <br />o _ - <br />_ <br />��a m <br />A PLMPEp caxx[cTI ITXREAO <br />rotor shall <br />the current owner and the n w owner or Perot,, <br />EROSION CONTROL /\ <br />_ /� <br />m °a <br />xER' <br />ss/Is'• GMLvj <br />t� <br />n <br />submit o complete permit modification o a form <br />by the [Dmm r. The form must be\ <br />BLANKET/ <br />A��YJCOMPACTED SOIL <br />Provided <br />cubm en i prioo to the new owner oar opee for no <br />o14 <br />m ring c nsiruclion activity site o ' <br />TO PREVENT PIPING <br />Nn GAP <br />e toter than 30 days otter taking own rehip of the <br />- WTx <br />.AING <br />e <br />p�operty. The owne shall provide a SWPPP to then w <br />TYPICAL SWALE <br />SEDIMENT LOG INSTALLATION <br />Z U <br />O_ Z <br />zL a n[ <br />x[VX' wm <br />Wnel anoperator that specifically addresses the <br />rem° ning construction Oclivily. <br />N.T. <br />J <br />H M J <br />CMNPL mowXPEIAnxG <br />L. <br />EROSION CONTROL. FENCE <br />0 <br />X. <br />LOT LINE <br />1i <br />£ STOCKPILE to <br />£ <br />71 <br />- <br />LEFTHAPdx iDTani)N <br />Z EC <br />lax <br />e. RED TD aknDE. <br />nnxDPPE •. 00 xoT xus oRAx nn[s. <br />c TTOI <br />66"R I/2 R <br />TOP BIT. MAT 26"R <br />3/8" 2'. _ <br />/ a <br />PROPEX-"SILT STOP" FABRIC <br />2"X2"X4' W00 <br />STAKES O 9' D.C. 10' MINIMUM <br />N �' J <br />(n J W <br />W W <br />Z H <br />I.L. Q � <br />O <br />a <br />- n a <br />BACKFILL <br />J } W F- <br />BASE " <br />tj <br />/.. <br />m s 1 7 a e� 7�s'BOUND HOLES <br />10 1 2" 17 1 2" <br />ROCK —STRUCTIgJ <br />ENTRANCE <br />'✓/��. / x ./.. i_ <br />BURY BOTTOM <br />EXISTING GROUND � � 6" OF FABRIC <br />H U d 0 <br />SHEET NO. <br />^ <br />28 <br />DIMENT <br />CO TRall p j&Qii <br />+� <br />% PROPOSE <br />O <br />BALK OF CURB <br />EMBANKMENT <br />V <br />_ <br />Q STREET _ <br />_ <br />I 0 <br />HYDRANT DETAIL <br />MOUNTABLE CONCRETE CURB & GUTTER <br />SINGLE LOT EROSION CONTROL PLAN <br />TEMPORARY SILT FENCE <br />