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NWZLE SEC ➢ON PROPERTY LINE <br /> MERAnn6 BUT I' PENTAODN <br /> Z I/T HOSE CCNNEC ION (THREAD <br /> 9ZE J 1/16 O.D, 11 /T iv I) F STREET <br /> • I/3 PUMPER CCNNEC,cN (THNEnD 2" % 4' WOOD MARKER <br /> SIZE 5 9/16' OD., 4' TIP.) <br /> e< <br /> SUITABLE MATERIAL - <br /> _ NUT CAP [ S ERMCE TYPE MTN <br /> CNAWS W US PUMPER NOIRE C' CURB BOX AND STOP W n I" E T ACM TO PROPERTY LINE OPERA,, u1S CURB BOX ANO STOP CURB BOX <br /> TO PROPERTY LINE NOMINAL GROUND LINE AND STOP PROPERTY LINE <br /> E <br /> 9 <br /> .5 Bc NATURAL GROUND 1_ E / <br /> VALVE B B' <br /> CROSS 1 STANDPIPE CONCRETE BRICK WAiERMAII <br /> THE BOTTOM OF THE TRENCH SHALL BE SHAPED I2 I ! <br /> TO FIT THE PIPE BARREL FOR AT LEAST 50% —` <br /> OF THE OUTSIDE DIAMETER. THE REMAINDER OF rlEE BO11pA B I LOOP PROMDE O <br /> ERVICE 0' HORIZONTAL <br /> THE PIPE 15 SURROUNDED TO A HEIGHT OF AT ALVE VALVE MATERIALS, LEAST 6' ABOVE ITS TOP BY SELECT FILL <br /> MATERIALS, PLACED BY HAND TOOLS AND <br /> COMPACTED TO COMPLETELY FILL ALL SPACES <br /> UNDER AND ADJACENT TO THE PIPE. CORPORATION COCK E PROP ERTY L INE ANT I • T S SERVICE PIPE <br /> )/9 ROUND HOLES <br /> NOT, ^ WATERMAIN <br /> I. 15 RREMOTF SECTION <br /> 1. LEFT RAND OPERATING NUT (1 Vx' POINT To FLAT) PLAN <br /> J. PMNI BARREL SECTOR RED TO CRAM <br /> •. <br /> GRIN RO ES S4 L BE RVCQO 1N rnpl QFXPRI WATER Ch1OITM5 NOTE: <br /> AS DIRECIED BY THE ENONEER. <br /> WATER SERVI N ION$ SH AII. BE F %TENDED <br /> 5 PUMPER NOZZLE OF N10RnN 15 WIN PLUGGER DRnIwIOLES SHkI BE PAINED BLUE. 10 FEET PAST T T HE PROPERTY ERTY RTY LINE ' <br /> 6. HYDRANT ,LAGS SHALL BE FURNISHED AND INSTALLED W TN HYDRANT. <br /> CLASS C PIPE BEDDING TYPICAL WATER LAYOUT PACER HYDRANT DETAIL TYPICAL SERVICE DETAIL <br /> EDGE OF MAY OR <br /> BACK OF CURB <br /> Bc SUITABLE MATERIAL {' -0' <br /> I <br /> 2' -0' <br /> MINIMUM DOVER AS REQUIRED <br /> 9 FIRE "M AI IN Qe <br /> L ONE LENGTH OF WATERMN SPECIFICATIONS OR AS SHOWN <br /> / COMPACTED TRENCH ON PLANS. <br /> BACKFIII � PIPE M THE APPROPRIATE <br /> 6' DR 1/4 SIC WHICHEVER MATERIAL ADAPTORS. CENTER <br /> IS LARGER (11 MAXIMUM) AT CROSSINGS. -'� 24' 0.0 24' <br /> GATE VALVE WITH - <br /> \ <br /> y / er // / <br /> PROPOSEp SEWER MECHANICAL JOINT <br /> "`III � " SPRING LNlE / - COMPACTED SAND TEE AND VALVE BOX <br /> - -. —_ 2 RO OAM '� M \ NSVLA 11U IN. 2 5 MIN - <br /> L Y <br /> /A /� / / /� BENDS AS I OSEO WATERMAIN - - -- -- - <br /> RECURRED DS <br /> F O OR Bc /8 WHICHEVER NATURAL GROUND WATERMAIN STYROFOAM <br /> IS LARGER <br /> INSULATION <br /> WAT ERMAIN INSTALLATION UNDER SANITARY OR STORM SEWER <br /> GRANULAR BEDDING EXISTING SOIL SAND CUSHIOr1 <br /> WATERMAIN 'MiN SEE iYPICAI <br /> 4 COMPACTED SELECTED CENTER ONE JAY TRANSI➢ON i0 SPECIFIED MECHANICAL JOINT TEE HYDRANT <br /> GRANULAR MATERIAL OF WATERMAI VEPTH (TYP ) INSTALL FOR 517E FIRE HYURANT DE FAIL CROSSING -- VETICAL REND AS REOUIPEO- LINE <br /> AS REOUIREO <br /> JOINT RESTRAINING COUPLING -TWO <br /> NOTE: ALL COSTS OF EXCAVATION BELOW NOTE- WATERMAIN PIPE SHALL BE INSULATED 3/4' ALL THREAD RODS - -- <br /> GRADE AND PLACEMENT OF GRANULAR WHEN COVER IS LESS MAN 7.5 FEET <br /> BEDDING SHALL BE INCIDENTAL. POSSIBLE CONTINUOUS ROD - <br /> CONTRACTOR'S OPTION <br /> NOTE, <br /> RETAINED GLANDS MAY BE USED IN PLACE OF HOLDING <br /> CLASS 8 PIPE BEDDING PIPE INSULATION DETAIL WATERMAIN CROSSING RESTRAINING DETAIL <br /> 1 HLRUAl CER111 BRAT MI5 PIAN. YC[RKnR(N, NO DATE I BY I RENACM DESCPoPTM 1336 ENERGY PARK DRIVE A1EET NO <br /> DESIGNED BY. P JOB DATE: _ TUNE 1998 OR XUBC, As NXAR`ED RT BE UR UN�1 vT 9RERI - ST. PAUL. MINNESOTA 55108 <br /> FIRM �RERM4M WO THAT I AM A pUIY FICSTINEO _ (612) 6444389 CITY OF CENTERVILLE 17 <br /> DRAWN BY JOB NUMBER OUTCANAt ".It" UNXR 11 'AK U Ill WATERMAIN DETAILS <br /> APPBOKO'. - ._,CAD DATE _ ODNE 1990 STUE (Y wNNETarA. OF <br /> Cnu F1LC. 16 0089 -w --- .-- --- - -._._ — — f �O'✓VBfC� R. C een Company PARKAEW AMMON 17 <br /> -- - lulE�_ BECRD ___- -- - - CONSULTING ENGINEERS <br />