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P/L P/L <br />53' <br />I <br />12'6" 28' B -B 12'6" <br />-2R SLOPE I -29. SLOPE <br />2. DR — <br />DEFLECTOR PLATE <br />11EIFLI ' CENTER <br />1.5" BITUMINOUS WEAR COURSE <br />of FILTER AssEMRLv <br />(MO DOT 2360 TYPE SP 9.5) <br />OVERFLOW 2 - TOP OF <br />TOP BOX <br />2.13" BITUMINOUS BASE COURSE <br />(MnDOT 2360 TYPE SP 9.5) <br />6" CLASS 5 GRAVEL BASE (MIN.) <br />Op,O <br />Io" FILTER A MEULV <br />CLEAR ROCK ( }/4" TO 11/2 <br />12 TH 4" PVC OVERFLOW PIPE <br />18" MINIMUM WITH I/2" PERFORATION5 <br />WITH SEDIMENT <br />w <br />S <br />COMPACTED SUBGRADE <br />% So p <br />MOUNTABLE CONCRETE CURB AND GUTTER <br />NOTE: PLACE TACK COAT BETWEEN COURSES <br />Pbl uw <br />o <br />TYPICAL STREET SECTION - PRIVATE STREET <br />o /y <br />e° MIN. <br />_ <br />SEDIMENT ME H <br />111 <br />8 <br />FILTERED WATER (I /2 "W6v 1. <br />.I <br />9 <br />a <br />u` <br />6B "R <br />/2 "R <br />2" TO 3' WASHED ROCK <br />qua <br />o u 'S J <br />TOP BIT. MAT 28 "R <br />AS SPECIFIED BY MnOOT <br />WIMCO MOOELp CG 3061 <br />3/6" 1/2.. _ <br />HIGH FLOW FABRIC OR EQUAL <br />c <br />o <br />€aB <br />BASE <br />0b <br />- <br />10 2" <br />=•zg. <br />DD6 <br />RSTANDARD <br />: 3 /2DD6 <br />: 3/2G06 <br />gg�pp <br />PLATE <br />ND' <br />CATCH BASIN <br />STANDARD <br />PLATE <br />ND' <br />CATCH BASIN <br />STANDARD <br />PLATE <br />NO. <br />°T' z A <br />a u <br />_•i f <br />- <br />MOUNTABLE CONCRETE CURB & GUTTER <br />E91 <br />ROCK CONSTRUCTION ENTRANCE <br />E3 <br />INLET PROTECTION <br />E3 <br />SEDIMENTATION BARRIER <br />Z <br />River <br />Rro r <br />2511 <br />Rro r <br />2510 <br />ALL CONSTRUCTION TO CONFORM TO <br />o 0 IN <br />W Z <br />THE CITY OF ELK RIVER'S STANDARD <br />Ir <br />SPECIFICATIONS AND DETAILS- IF <br />CONFLICTS BETWEEN DETAILS AND <br />LM W <br />� <br />ECIA1CNT <br />SPECIFICATIONS OCCUR THE CITY OF <br />J KIP -AAP <br />a R <br />CoN Is mES,1_8 "" 91Rf•1 aNU PERN rEw:TAnON <br />ELK RIVER'S SPECIFICATIONS AND <br />DETAILS SUPERSEDE SPECIFICATIONS <br />Note: <br />mss — <br />- <br />F UO °- <br />AND DETAILS PROVIDED. <br />Change of Coverage: For construction projects wnere <br />m *er+ernrvx } <br />¢ Tn L <br />Q _ <br />LMSTxc uouw <br />r� <br />F� <br />the owner r operolor Changes, (e.g.. on original <br />al veloper sells portion of the property to vo <br />homebuiltlers or sells the entire site to o new ow er) <br />the cu ent owner ontl the n w owner operotorn shall <br />submitro complete permit motlificolion oan o form <br />provided by the commis ner. The form must be <br />submitted prior to the ne owne operator <br />SECTION R -R <br />A <br />Q o - <br />m J - -� <br />sing c nstr -ti- CtiVityro site o <br />A A <br />s slater than 30 tlays after taking o ership of the <br />R/W <br />£ 40 HOLD DOWN <br />prroperty. Theo ner shall provitle a SWPPP to the n <br />and operolor that speciticolly Oddr. -BS the ew <br />remaining Construction activity. <br />STILL <br />R 00 <br />0 J <br />TYPICAL SWALE <br />4o 12VET <br />O <br />d Z N <br />W O <br />EROSION CONTROL FENCE <br />ec uITE H xia -rem A <br />FUTURE SURFACE ELEV. AT HOUSE <br />GRADING GRADE <br />TOPSOIL <br />�TQ 15 <br />LOT LINE £ STOLKPI E £ <br />U.I RBI -'D, pros) <br />PLAN <br />_ <br />ovm or <br />W <br />Y Z <br />J <br />W w_ F <br />ROPEK -"SILT STOP' FABRIC <br />r.z•.r o <br />COMPACTED FILL (IF REO'D) <br />TOP OF STABLE SUBSOIL <br />TYPICAL FULL BASEMENT (FB) OR SPLIT LOOKOUT <br />mN+D <br />is aiP -rem <br />��FLTE <br />H- Y W <br />Q W N <br />Z <br />w <br />STAKES O 9' O.C. ' <br />— aEO,LE rma�e <br />W o <br />Z O Q <br />< <br />�8ACKF <br />2 <br />CL <br />2 UJI <br />EXISTING CRWND % <br />ROCK CONSTRUCTION <br />ENTRANCE <br />SECTION A —A <br />H U 0 <br />T . <br />6 <br />EMBANKMENT <br />B" SEDIMENT � � <br />CONTROL LOGS <br />SILT FENCE <br />BACK OF CURB <br />3 /2oa6 <br />STANDARD <br />_ ¢ STREET _ _ <br />TEMPORARY SEDIMENT CONTROL <br />HOUSE PAD GRADING DETAIL <br />SINGLE LOT EROSION CONTROL PLAN <br />RIP -RAP INSTALLATION <br />PLATE <br />No. <br />7 <br />17 <br />2505 <br />