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NOZZE 411 LIN - IROPLR IY IBUT <br /> OPERATING UP, "MN Lol <br /> 2 1/2" HO5E CONNECTON ("IREAO <br /> SIZE 3 1/16' GO,, T 1 /2' TPJ.7 C STREET <br /> 4 1/2' PUMPER CONNECTION (THREAD - P X 4 WOOD MARKER <br /> S 5 9/18 O.O., A .) <br /> i.l C <br /> BC Sill <br /> m <br /> C` O O SUITABLE MATERIAL 4 f . <br /> F M G �. ��� -- - rvDT CAP _ o <br /> C1T NEE <br /> N°� ow <br /> PLUS PUMPER NOZZLE 1 <br /> CURET BOX AND STOP WM 1 PENTAGON <br /> TD PRBPEfl TY LINE OPERATING NUTS E � <br /> CURB BOX AND STOP ' i CURB 80X <br /> �- O J O O TO PRDPERTY LINE NBMWAL GROUND UNE AND STOP E <br /> rO II - O O PROPERtt LINE <br /> SERVICE <br /> I IC i1 I C O <br /> O ^ SERE PIPE <br /> C O O , e <br /> 5 6c <br /> C O NATURAL GROUND VALVE � <br /> B' <br /> C O CROSS _ STaNOVI _z 11 L <br /> RE CONCRETE. BRICK WAffRMAI <br /> 1 THE BOTTOM OF THE TRENCH WALL BE SHAPED <br /> TO PIT THE PIPE BARREL FOR AT LEAST 5D% <br /> OF THE OUTSIDE DIAMETER THE REMAINDER OF BOTTW /2 <br /> 4 <br /> . y 1 5 , o 9 <br /> LME PIPE IS SURROUNDED TO A HEIGHT OF AT It'KNE 1 a <br /> MASI 6' ABO 115 TOP BY SELECI FILL VALVE PROND(_ ONC VI - CE 0 UORIZONEAL <br /> VE <br /> MATERIALS, PLACED BY HAND TOOLS AND ` LOOP IN SER IIRE <br /> 0.063' Y,CK ALUMNUM SIGN. BLACK COMPACTED TO COMPLETELY FILL ALL SPACES <br /> Lt <br /> LETT ERS ON WHAT LOCH INTENSITY UNDER AND ADJACENT TO THE PIPE CORPO - - - -� TEE <br /> LF <br /> 6 FCTORIZED BACKGROUND. <br /> I T � <br /> U - I C PUTT, MINIMUM . LD. %FT SEE HYDRANT v 1� I SLR - 1/1 ROIINO IqI FS <br /> 6` LONG, PAINTED GREEN. DETAIL h <br /> PLACED AS DIRECTED By CITY - NOTE Sf.HV10E PIPE <br /> I. IB ORFAXoM SECTION <br /> 2. III HAND WERATING M11 (1 1/1' PINNT 10 RAT) WAIERMAIN <br /> 3. PANT BARREL YCTOM RED TO GRADE, <br /> 4, DRAIN HOLES MALL BE PLUGGER IN HIGH CHWNUMA IW POLLS IIDN5 ['LAN <br /> AS DIRECTED BY ME ENGINEER. <br /> 5, PUMPER NOZZLE CL HYDRANTS WTU PLUGGED DRUNHOLES SHALE BE PARTON DLUE, <br /> R HYDRANT FLAGS SHALL BE NRNISIIED AND INSTALLED Wi HYDRANT, <br /> STRUCTURE MARKER SIGNS CLASS C PIPE BEDDING TYPICAL WATER LAYOUT PACER HYDRANT DETAIL TYPICAL SERVICE DETAIL <br /> 0 <br /> 1 UGI ')I MA PC <br /> 11AlX Of CUHU - -- <br /> Bc _ SUITABLE MATERIAL 4 0 -_ _ <br /> _ _ I <br /> 2' -C' _ 2' -O" _ a <br /> MINIMUM COVER AS REQUIRED IN �. <br /> COMPACTED TRENCH <br /> ®INSTALL ONE LENGTH OF WATERMAIN SPECIFICATIONS OR AS SHOWN <br /> Z MATE ON PLANS. - — <br /> BACKFIIE � PIPE MATERIAL ADAPTORS THE APPROP IE <br /> / 6' OR 1/4 Bc WHICHEVER RIAL . CE <br /> IS LARGER (IY MAXIMUM) AT CROSSINGS. <br /> 24' - I O. D.I 24' <br /> PROPOSED SEWER <br /> MECHANICAL JON <br /> SPRING LINE / <br /> COMPACTED SAND TEE AND VALVE BOX <br /> C <br /> 2' STYROFOAM INSULANON IN _ - -. <br /> ff MIN <br /> \ Aj <br /> BENDS AS ILJ\ I <br /> REQUIRED J PROPOSED WAIERMAIN <br /> IS FAIR ER Bc /B WHICHEVER NAIDRAL GROUND WATER MAIN IN STYROFOAM <br /> / -- — <br /> S <br /> INSULATION WAIERMAIN ION UND SANITARY OR STORM S EWER <br /> GRANULAR BEDDING EXISTING SOIL 4' SAND CUSHION / <br /> )-WATERMAN 1 JOI <br /> LCCIED CENTER �SFE 1TfNE'Al <br /> r COMPACTED SC ONE 1H IR <br /> . L[NGANSINON TO SPCGIFI GL <br /> FD NFCHANINI TEE Iftt)RANI <br /> GRANULAR MAIERIAL OF WATERMAIN Al DEPT)i (lYli) INSIAII FOR 51]E FIRC IIYURANi DE TAIL <br /> CROSSING VEIICAL BEND AS REQUIRED LINE <br /> AS REQUIRED <br /> NOTE: ALL COSTS OF EXCAVATION BELOW NOTE: WATERMAIN PIPE W 3 <br /> ALL BE INSULATED /4- ALL THREAD R005 <br /> RESTRAINING COUPLING -TWO \ <br /> GRADE AND PLACEMENT OF GRANULAR WHEN COVER IS LESS THAN 7.5 FEET 3/4' <br /> BEDDING SHALL BE INCIDENTAL. POSSIBLE CONTINUOUS ROO- <br /> CYNTRACTOR'S OPTION <br /> SOL <br /> RETAINER GLANDS MAY BE USED IN PLACE OF RCOOING, <br /> CLASS B PIPE BEDDING PIPE INSULATION DETAIL WATERMAIN CROSSING RESTRAINING DETAIL <br /> L _ __ SEPT 199) d.1 .11 THAT'Ll U . SPEOnCATUH. N0 DAM _ BY REMSON DESC dUl 13H ENERGY lfl C GRIME SET <br /> DRAWN RI IDE DAIF: W REPCPT WAS PREPAR D BY ME N U. YY MRELI <br /> SUNNI A4o 1H M AM REL>STERBJ TT. PM1L, M (012) TA 'u5108 WAIERMAIN AND SANfTARY SEWER EXTENSION ET "D. <br /> I n Y. JOB NUMBER 25QL - svaxu v +NE m[n OF THE - ( ) <br /> 812 6M -1788 9 <br /> 9 2 ' .: CITY OF CENTERVILLE SENIOR HOUSING O <br /> m En F. Pw96_ - •� <br /> I Iwlran� R. Gf w COf' parry <br /> oerz WAIERMAIN DETAILS 9 <br /> -- raND. CONSULTING ENGINEERS <br />