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4022050" Areige <br />4 � W - <br />0 # ., : - <br />i <br />111-111111=11=11= I <br />— 1L -.r1 <br />PARKING LOT <br />Nus <br />IERIE( WITH _ 1 <br />SILT FENCE <br />MIN <br />1. PLA.CE THE SECIMENTATION CONTOL FAB RIC <br />SIDE OF THE FENCE IA THE D RECTION OF THE <br />ANTICIPATED SEDIMENT FLOW (NET 51 Dr OF THE <br />SYSTEM AWAY FROM THE FLOW ) AND POSITION <br />THE POSTS AGAINST THE BACK WALL <br />OF THE TRENCH. <br />2. DRIVE THE POSTS INTO THE GROUND UNTIL THE <br />BOTTOM OF THE INDUSTRIAL NETTING IS APPROX. <br />2" BELOW GROUND LEVEL. <br />3. LAY THE BOTTOM 6'° OF SEDIMENTATION CONTROL <br />FABRIC INTO THE TRENCH, <br />4. BACK FILL THE TRENCH WITH NATIVE SOIL <br />AN ID COMPACT. <br />SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. <br />EXTERIOR CLEAI UT <br />F L OkN <br />B1T. U COURSE <br />(MNDOT 2331 T P'E 41 A) <br />B'T. BINDER COURSE <br />(I,a N1DOT 2331 TYPE 31B) <br />— CLASS 5 <br />AGGREGATE BASE <br />POST <br />UPORT NET <br />FILTER FABRIC <br />COMPACT EAQKF1LL <br />APPROVED SUBGRA.OE <br />NTS <br />FINISHED SURFACE <br />PVC PIPE <br />-- ACCESS COVER WITH <br />C LEAN OUT <br />SAND CUSHION <br />PIPE SIZE & ELEVATION <br />SEE PLAN <br />PLUG AT ANGLE AN D <br />TERMINAL POINTS <br />N <br />6" <br />1'46" <br />PIPE BEDDI NG DETAIL <br />CURB 8c GUTTER (8612) <br />COMPACTED GRANULAR <br />BEDDING MATERIAL <br />SHAPE TRENCH TO MATCH <br />BELL S ECTI CRIB <br />• FEUD SEE ARCH <br />• <br />SAN ISc STORM <br />LINE OF TRENCH <br />SEE SPECIFICATION FOR <br />BACICFIL:.. AND COMPACTION <br />REQUIREMENTS <br />L!NE OF BEDDING IN ROCK <br />Or SAND BASE IN ROCK <br />OU N DAP 0N) <br />CONCRETE <br />S O <br />SEE GRADING SLOPE <br />G PLAN <br />2" MIN COMPACTED <br />CLASS 5 BELOW CURB <br />ANIO GIJTYE R <br />ROOF DRAIN <br />BR PVC TYP <br />N <br />,} <br />Roc TYP <br />COMPACTED FILL .' S REQ'D <br />BY FIELD ENGINEER <br />4 34 <br />DESIGN ' H CATCH BASIN <br />Nirs <br />SLOPE I1 " /F7 <br />3' -3 1/2" <br />TYPICAL SIDEWALK <br />8. <br />NEENAH R -17.33 (ISOLATED <br />N E EN - C R G - 325F AT � 0,E (1N C &G <br />V <br />RI hA EL1- " <br />SEE PLAN <br />3 RINGS MAX OIL <br />AS REQU'RED <br />--- — JOINT SEALER <br />REIHFOROING TC BE <br />SINGLE LINE STEEL <br />WIRE FABRIC HAVING <br />AN AREA OF NOT LESS <br />THAf,! 0.11 SQ N PER <br />FOOT OF HEIGHT <br />TOOLED JOINT EP 5' -0 <br />OC h.IAX UNLESS NOTED <br />OTHERWISE <br />1/2 " PRE- FOFtti'.ED <br />JOINT FILLER <br />B" POURED CONCRETE <br />BASE OR PRECAST SASE <br />C O M PAOTE O S U BG R.AD E <br />EXPANSION JOINT -- 30' <br />QC MAXIMUM OR AS <br />SHOWN ON THE PLANS. <br />ALSO, WHERE WALK <br />ABUTS ANY 'FIXED <br />CEJECT, EG WALLS, <br />CURBS. MANHOLES, ETC_ <br />NTS <br />2• <br />CATCH BAS1 H PROTECTION <br />r' /t <br />FINISHED GRADE <br />1 u CHAMFER <br />C <br />1 / <br />8 R <br />1 <br />SILT FENCE (SEE S'LT <br />FENCE DETAIL) <br />CATCH BASft4 <br />SUPPORT BOAR'S <br />VrOOD OR METAL STAKE <br />NOTE: <br />MIN GIST BETWEEN <br />POSTS IS 2 FEET <br />3 " <br />NTS <br />JO NT SEALER <br />TOOLED JOP1T 5' --0'F <br />OC MAX UNLESS NOTED <br />OTHERWISE <br />1 '8 <br />CONCRETE <br />T 1 ' PRE - FORMED <br />INT •:LLLER <br />GRANULAR BASE <br />CO M P!C'ED SU EGRAO E <br />EXPANSION JOINT - 30' <br />OC MAXI MUM. OR AS <br />SHOWN ON THE PLANS. <br />ALSO WHERE WALK <br />ABUTS ANY FIXED <br />0BJEC'. EG WALLS , <br />CURBS. MAN HO L ES , ETC. <br />TYP THICKENED EDGE SIDEWALK <br />NTS <br />1 091 Ca;J3 <br />Q) <br />2 <br />0 <br />E <br />EflOWN HERKENHOFF <br />ENGIN EiERS ---SU RVEYO RS <br />1 424 2nd Street North <br />Sauk Rcpids, MN- 56379 <br />Phcrie x'320 259-1234 <br />Fax ,320 203 -1234 <br />I iereby cort that this pion, <br />specification or report was <br />prepared by me or under my <br />direct superwision arld that I <br />am G duty licehued ENGINEER <br />under t¢ Iaxs of the sate a <br />04 <br />Date <br />ILO <br />1 <br />0 <br />CD <br />Project No.. 01091 <br />04-09-0 1 <br />Drawn by- SDS <br />Ch °cked by _ UR <br />C3 °F 3_, <br />25520 _ <br />;_iee se No_ <br />