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ERiCKSON <br /> 8' T-SHAPED METAL FENCE POST(NEAR VEHICLE/CONSTRUCTION TRAFFIC) Civil, <br /> �RopE OR 2"x2` WOOD POST L.. o.D�+2' <br /> OS)/Opp 6. 133NaE Alw:nee.Sme 2J1 <br /> Npg P d I MAXIMUM� M.A, .B" •.A. 0 PAme(612)309<1801 <br /> W W W.¢nfk90uMvalatC.com <br /> MAH COMPACTED BACKFILL 'V EMBED <br /> - <br /> POINT 'A' MUST BE <br /> EMBEDI STAKES IN(GROUND V HIGHER THAN POINT "B" •/ <br /> 90' RAp. 12" MIN. 10' MINIMUM <br /> AST <br /> 1" - 2" DITCH SECTION III EMBEDMENT <br /> DENT GRANULAR <br /> WASHED ROCK N Of f`OW EM DOT SPEC. <br /> MATERIAL O.D <br /> \ (MODOT SPEC. 316B.2F) O /2 <br /> I HE EIRCERRHYTHATTLE <br /> 0.9/4 (4" MIN) REPORTYl PAREDLYME <br /> GECTEXPLE FABRIC COMPACTED III <br /> BACKFLL <br /> UNDERNEATH ROCK <br /> �. DULY U <br /> NOTES: Flow GRANULAR MATERIAL BEDDING l- d (TO USE WHERE, IN THE OPINION OF THE ENGINEER, UNSTABLE -I 4 uxsorv,l a <br /> 0 MAXIMUM WIDTH OF CONSTRUCTION ENTRANCE IS 24 FEET. MATERIAL PREVENTS USE OF THE 'EARTH FOUNDATION" DETAIL) 40418 <br /> ®A MINI 3733 TYPE V GEOTE%TILE FABRIC SHALL BE USED UNDER THE ROCK TO -2"x2" WOOD STAKE <br /> PREVENT MIGRATION OF THE UNDERLYING SOIL IWO THE STONE. OR REINF. BAR o� mo CBACKFI E 1011eNo. <br /> BACKFILL ,I 110/12/2018 <br /> ® CONSTRUCTION ENTRANCE IS REQUIRED FOR ALL NEW HOME CONSTRUCTION AND NEW OVERLAP LT TO 12' 0.0. 12' TP <br /> TRENCH. THROUGH <br /> STREET CONSTRUCTION. TRENCH. ENCN <br /> CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OF MUD ONTO FIBER ROLL SECTION MIN' <br /> ROADWAYS THAT ADJOIN ME PROJECT. THIS WILL REQUIRE PERIODIC TOP DRESSING 6 C F <br /> WITH ADDITIONAL ROCK OR REMOVAL AND REINSTALLATION OF THE ROCK ENTRANCE. - <br /> NOTE <br /> REMOVE MUD AND DEBRIS FROM TIRES AND VEHICLE UNDERCARRIAGE PRIOR TO LEAVING STAKE TO BE INSTALLED AT AN ANGLE OF APPROXIMATELY NOTE -SILT FENCE 145TALLATON SHALL CONFORM TO II <br /> 45 ON THE DOWNSTREAM 510E OF THE FIBER ROLL MNDOT293.3, TYPE C1/C2 NEAR VEHICLE/CONSTRUCTION TRAFFIC. T� _ LU-� W <br /> THE SIZE. ENSURE THAT STAKE DOES NOT PUSH DOWN TYPE C4 AT ALL OTHER LOCATIONS. GW Irr ..1 GO <br /> THE BEER ROLL FROM ITS FULL HEIGHT. -MATERIALS SHALL CONFORM TO MNDOT 3886. 4,.:! Lr, a R <br /> Uz <br /> s ROCK CONSTRUCTION ENTRANCE q DITCH CHECK (FIBER ROLL) 1 z o.D. Pa <br /> NO SCALE NO SCALE 3 SILT FENCE .4 H° <br /> cB NO SCALE EARTH FOUNDATION .4Ap <br /> (EXCEPT SANRARY SEW Et) <br /> � GG <br /> a <br /> uH ° ��PIPE FOUNDATION DETAILS GG <br /> .f c1 <br /> �M1P9CrT01g' 0:1 BENCH iFT EPTH 3 - NVW -----_ <br /> TO f0. �� WrlmaFaWW <br /> fP PaoeonOlM w.WelNG WE <br /> P srcu®4w m lmmumml <br /> ("MIXTURE OF W%SAND,20%COMPOST BENCH TYPE2 SL ary % - n F N yF <br /> WabPotl6MWhPoMN Mlmat b °K rcV py H <br /> 111M�Pnm'tlyly W4°Yser a i <br /> �1 POND TYPICAL SECTION �"m" "W""-M" ----- - oQ" <br /> E. <br /> enMi ✓zebAM+VereWr. wb ___ F yC� lJ <br /> C9 ol— <br /> NO SCALE m m.mnemwEmbbyobaMpm V V V V V � `^� ^+m a B E - <br /> TIY�LtfVlLb�nl/41l�wgrbb� N \�j\�j\//////\�j\� O Om V 8 a L� <br /> _ /��j�Y\'�\\' - _chi q W Fr✓v <br /> 1 Y SCARIFY EXISTINGON <br /> v J ��` C [S] <br /> SOIL TO I2"DEPTHry <br /> PRIORTO INSTALLING - u3 R <br /> SAND BACKFILL <br /> p`2 <br /> 2 FA H/4"X1.5"FIAT 84V 5 B"SMOOM &N O ^ y- <br /> 4{0.c. Tux WAY INFILTRATION BASIN SECTION = " <br /> C9 NO SCALE `K= m__r„ <br /> MT&1R RING <br /> / bm <br /> If/3 Ss ANCHOR (4) <br /> 'm• SELLS(4) <br /> PSul <br /> 22 <br /> BOLTS NOT 10%tOTRUBE _m� L J ,J£~ Y <br /> MORE TNN 1/1"AB(hE ,� o. Yrl <br /> TOP OF NOT. m ! _ oa Q <br /> s/B•SMOm w W 1"TO OUTSIDE OF Mx SCREEN m a; a <br /> 4.O.C. FACII MY FROM MT BAIL EI �. �d6 z +� © �� '' ^y` o <br /> / , ENGINEEREDISTRUCTURALFILLREQUIREMENTS 2 , E`a e <br /> FGTxBMt RING y <br /> 1) CONTRACTOR SHALL REMOVE TOPSOIL AND ANY ORGANIC MATERIAL <br /> AS DIRECTED BY ENGINEER IN ALL AREAS OF ENGINEERED5TRUCTURAL FILL oE2 o <br /> 1/4"x4"r4"fA1P5 3• E <br /> Vz•S.S.uaxoR BaLTs �'!0 16-130 <br /> 2) ANY ENGINEERELVSTRUCTURAL FILL MATERIAL SHALL BE COMPACTED 6INCH LIFiG TOA DENSITY OF N m oB mY� 1 w. <br /> A 1/4"X1.5"PUT RMIS 99%STANDARD PROCTOR DENSITY. _ <br /> 5, a• •` `on a i+ <br /> a 3) GRANULAR BACKFILL SHALL BE COMPLETELY FREE OF ORGANIC MATERIAL B MAY NOT CONTAIN ANYE ° ^.E SNm1'T1TItl <br /> a ROCKS LARGER THAN 3"IN DIAMETER. r^ g a `oN3 <br /> IYRCP` FES W/GRATE 5• 30 ,6n o p <br /> ® 4) GRADES SHALL NOT VARY MORE THAT 02'MGM GRADING ELEVATIONS SHOWN ON PLANS. yi or Ella E n <br /> 9 J° p O ° O O. DETAILS <br /> ® ciry gg 5) DESTING LIVEREF TO <br /> AN CASNERDCOSTOBYSTINGICTORANDTESTING RESULTS SHALL BE <br /> DELIVERED TO ENGINEER AND OWNER. COST OF TESTING IS BV OVMJER. <br /> 6) TESTING OF EINGINEERIEUSTRUCTURAL FILL IN ROAD AREAS SHALL BE COORDINATED BY CONTRACTOR RIPRAP AT RCP OUTLETS SNNYTN0 <br /> U AND TESTING RESULTS SHALL BE DELVERED TO ONMER,ENGINEER AND CITY <br /> TNO SCALE <br /> 115"RCP 7) ANY FAILEDCOMPACTION SHALL BE REMOVED AND RECOMPACTED AT NOADDITIONAL EXPENSETOTHE El N,00°' CB Ia'"'"PE owEEcEPTFORTEsucETSTRUCTURE C 11O 5 EEI110F 11 <br />