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TABLE A <br />MODIFIED CLASS 5 <br />SPECIFICATIONS <br />PASSING <br />1" 100 <br />3/4" 90 — 100 <br />3/8" 50 — 80 <br />No.4 35 — 70 <br />No.10 20 — 60 <br />No.40 10 — 35 <br />No.200 5 — 10 <br />NOTES <br />I THE AGGREGATE BASE CONSTRUCTION WILL BE ACCEPTED FOR PAYMENT <br />IN ACCORDANCE MTH DIE PRCVSIONS I TABLE <br />2 IF THE AGGREGATE BASE FAILS TO MEET THEcQUIREMENTS OF TABLE <br />ag,LIZMRE T o2 IN THE EU.EN IHAT RECYCLED MAIER AL IS USE IT MUST MEET MNDOT <br />°v ineLE A. <br />FEDUIREMENTS FOR RECYCLED BASE <br />APPROVED <br />- 2003 <br />nouiaEu cuss s <br />SPE IFICATIONS <br />"STR-26 <br />0 <br />MODIFIED CLASS 5 SPECIFICATIONS <br />SECTION A -A <br />CONCRETE VALLEY GUTTER <br />r174.1 REMOVAL OF EXISIING CURD A A STREET, MILL BITUMINOUS TO <br />2 TO BE USED WHENEVER OROS ACE IS < 2% <br />APPROVED <br />STANDARD DETAILS; <br />CROSS GUTTER <br />RAMSE <br />'Tv PUTE w. STR-2 <br />0 <br />CROSS GUTTER <br />NOSCALE <br />MILL WEAR -M <br />AFTER BASE I <br />INnAL1ED <br />ZSI?Agr D AND <br />SP APING COURSE MIXTURE (SPWEA34013) <br />on <br />• TYPE SP 12.5 NON WEARING COURSE MIXTURE (9,IWB330B) <br />MMIFIED CUSS 5 AGGREGATE BASE <br />° BITU NB SHALL BE SAWCUT AND REMOVED AFTER CURB IS <br />2. EOLA -26 FOR MODIFIED CLASS 5 SPECIFICAPONS. <br />APPROVED <br />D <br />STANDARD DETAILS, <br />TREET PATCHING STANDARD <br />STR-25 <br />0 <br />STREET PATCHING STANDARDS <br />STANDARD DETAIL <br />LL IN <br />LARD E420: META WE" a <br />C ADJUSTMENT RINGS <br />• PINGS TO BE <br />MDR <br />ON <br />THAN 14 FT DEEP <br />APPROVOE], <br />STANDARD DETAILS <br />SANITARY MANHULE <br />�Te rare xs SEW-1 <br />0 <br />CURB AND GUTTER <br />TOP VIEW <br />SIDE VIEW <br />NOTES: 1) SHEETS <br />2) SURFACE PREPARATION SHALL BE SMOOTH AND ROCK FREE <br />3) JOINTS <br />4) PO,, OR APPROVED EQUAL <br />APPROVES <br />- 2011 <br />Ci[T f <br />RAN SEY <br />STANDARD DETAILS; <br />vVITARY SEWER INSULATION <br />EW-6 <br />0 <br />SANITARY SEWER INSULATION <br />'TER AT <br />ALL <br />SERVICES <br />MINIMUM OF <br />MAIN <br />13 DEEP OR LESS <br />ROUND <br />GRANULARPE (TVP.)� I�E2rz 1/T BEND <br />ORE THAN 13' DEEP <br />°ROAD LINE <br />FGRANUUR BEDDING <br />PLUG <br />-�°c=E (YP71,,rozoa. ore-28 <br />22 1/2. BEND <br />MAY REQUIRE A RISER AT THE <br />rrIEDS.GADE SOLID COPPER -RACER WIRE IS REQUIRED VII1,1 ALL SEWER <br />LINES <br />2. CONDUCTIVITY IS REQUIRED ON ALL TRAC,ER WI E. <br />APPROVED: O <br />STANDARD DETAILS. <br />SANITARY SEWER SERVICE <br />0 <br />SANITARY SEWER SERVICE <br />M[ADOWCREEK BUILDERS <br />HARVEST ESTATES <br />2ND ADDITION <br />RAMSEY, MINNESOTA <br />7F'V..t E.. <br />CONSTRUCTION DOCUMENTS <br />03.2➢19 <br />LANDFORM <br />CIVIL CONSTRUCTION <br />DETMLS <br />C7.2 <br />