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• + <br />WELD CONDUCTIVITY • <br />� r BELOW FLANGE LOCATION <br />GEOTEXTD.E FABRIC. <br />1I1D0T 3733 <br />TYPE 3 <br />rejETE <br />••3/4• GALVANIZED <br />. STEEL TIE THRUST <br />'MEGA LUG' • RERETAAIP ER AT JOINTS <br />• SEE STA DWG. 203 <br />4/24/97 <br />CONCRETE <br />BLOCK <br />TYPICAL HYDRANT LAYOUT <br />(VALVE IN BOULEVARD) <br />ROCK VAL � <br />AROUND <br />11111 1/3 C.Y. . <br />004. 1 DMPERVMUS • <br />S2DLS) . • <br />STANDARD DRAWING <br />Na <br />201 <br />• Imams P>PE COVER CAN DE RFOUCED root 4' TO l'-I• VLf.I <br />INSTALLATION Or PERMEATED PVC DRAIN PER *GRANULAR EMT NO <br />mamma PWC MAW' tam. <br />NO VOOD SHALL SC USUD FOR ADJUSTING CASTING) WENT NO1TM IDLY. <br />CAST OON CATCH IASIN FRAME D DIVER CADDIE PER SPECIFICATME. <br />PRECAST IEDFONCED WNCRE1E EVE SECTION A PRECAST DAZE PER AST 1 0478 <br />DLL ONi m8 DET EEN PIPE NE NAIDRE VALL vox CFIQ T IORTM <br />!HERE SURFACE SILL IIE MIMED DOME <br />CATCH BASIN, TYPE 402 <br />PLAN <br />CONCRETE REACTION BACKING <br />(FOR TEES AND CROSSES) <br />• 4 <br />NOD <br />COVER FITTDIGS.WITH <br />TETHYLDE PRRIDR TO PQJR 4I J <br />P <br />CONCRETE. <br />2100 P3.I. CITE <br />28 DAY STRENGTH <br />4/24/97 <br />J <br />STANDARD DRAWING <br />205 <br />r <br />1/2' MORTAR ON OUTSIDE, <br />BETWEEN RD4GS, CASTING L _ <br />CATCH BASTA maw RDICIVE • SMOOTH ON INSIDE. BOLTS MAX. OF RIGS 1 <br />• IC MORTAR ON INSIDE. MORTAR). <br />WONSLAB JOINTS. <br />2 STRIPS <br />PD4 <br />DTA <br />ce t111•1 <br />1-EL�ii <br />11111KINU IMF-4=1 <br />FI II11 PRECAST COIERETE•NNDaE SECTS NS VIII !HMS S U DZTS L <br />L1I 1CANT IDEEPT AT OTFERVISE SPECIFIED. <br />NO WO ZNALL DE USED NM AI.RRTON CAMT181 CODER Iowa 011.T. <br />FEL OPE1DN6 DETTVEEN PIPE AND NA N= VALL .mom cower I28TAN. <br />CAST VIM FRAIC D GRATE CARTED: PER CA1 C. . <br />menu STEPS sou. se CAST 1804 ALtIUMN Q $1EEL 118FOlCED PLASTIC PER <br />PEPFOIATED PIPE DRAIN PER 'GRANULAR =MUT NO POi0 A1ED PVC Mir DETAIL. <br />PRECAST IMMURED) attotzre sue :LAD i COVER :LAD PER ADM COL <br />PRECAST ICDFEREED E MDEN MARBLE SECTIONS POt NON C4TI. <br />OR I' CONCRETE IIANOLE ADCK WITH 1/2' IOLTAIED 18TERR07L <br />DaITC nonce situ at P828118 1110011 <br />• mow PIPE LOVER CAN DE REDUCED POOL 4' TO 1.-6• VTTN INSTALMflOI Cr <br />ATTN COL =ATM SWILL DE M NOTED to THE SPEt2Fomott. • <br />CATCH BASIN /.MANHOLE,` TYPE 406 • ' <br />• <br />.# <br />r <br />4/24/97 <br />ELEVATION <br />2500 PSI CONCRETE <br />28 DAY STRENGTH . <br />SECTION <br />CONCRETE REACTION BACKING <br />(FOR BENDS) <br />J <br />STANDARD DRAWING <br />206 <br />VATERMAIN SIZE V <br />GATE VALVE <br />1 I/2r WASHED ROCK ALL <br />AROLAID. 112111/3 C.Y. <br />MIL 1 C.Y. IN IMPERVIOUS <br />8•XWX16• CONC. BLOCK <br />TIE RODS <br />MN18T 3733 TYPE 3 <br />GEOTEXTILE FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TON OF BONNET <br />GATE VALVE INSTALLATION <br />RECEN <br />