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NOZZLE SECTOR Y PROPERTY ONE <br /> DPFAATNG NUT 1' PENTAIX%1 <br /> 2 17P Iq CGNECTIDI (ANFNI <br /> NZE 3 R 1116' OA, 7 1/Y TPI.) I; STREET <br /> 4 1/2' MPER CONIECTON (THEM 2' % 4' WOOD MARKER <br /> 4IES9118' O.D.,P T.I.PJ <br /> Bc <br /> SUITABLE NAIFRIM <br /> O O O <br /> F M G NUT <br /> TYRE WT, <br /> CNNNS <br /> PLUS ti1P RD <br /> WTN <br /> V 2D <br /> CURB BOX AND STOP + ' 1' PERTAGDI <br /> TO PROPERTY LINE <br /> E H .� DPDiATNO Nun � [5MM� CURB BOX <br /> O O O TO PROPERTY ONES NOIINAL GROW) LNE AND STOP O PROPERTY LINE O <br /> 4 O O O 5 Bc <br /> O O NATURAL GROUND VALVE 10 <br /> O O CROSS STANDYPE CONCRETE BRICK WATERMAN <br /> o THE BOTTOM OF THE TRENCH SHALL BE SHAPED °- <br /> TO AT THE PIPE BARREL FOR AT LEAST 50R 12 1 4' <br /> OF THE OUTSWE DIAMETER. THE REMAINDER OF y 1 5 , BOiTaM <br /> LEAST B ABOVE I 9 I Y <br /> THE PIPE 15 SURROUNDED III A HEIGHT OF AT 10= <br /> L' ABOTS TOP BY PROVIDE ONE - 1.0' HORIZONTAL <br /> EAST d' VE T BY HAND FOOLS TOOLS AND ND VALVE LOOP IN SEANCE LINE <br /> B.O6J' THIGK ALUMINUM SIGN. BLACK COMPACTED TO COMPLETELY FILL ALL SPACES <br /> LETTERS ON WHITE HGA INTENSTY UNDER AND ADJACENT TO THE PIPE. CORP - -1 TEE <br /> REFLECTORIZED BACKGROUND. <br /> U- CHANNEL POST, MINIMUM 3 LB. /FT. SEE HYDRANT f 4 J 7 <br /> B' -6' LONG, PAINTED GREEN. DETAIL „ /e' ROUND HOIFS <br /> PLACED AS DIRECTED BY CITY SERMCE PIPE <br /> 1. le' eREAICaT SECTIDx <br /> 2 f LEFT H.VO RATNG BUT (1 11Y PUNT TO NAT) WATERNNN <br /> 3. PAINT 6NNR SEGIKN NO) 1D CAME. <br /> A DRAM "D SHALL BE PILGGEO W WW CNKNOWAIER U,NOnNS ELAN <br /> AS DRECTED BY THE ENJIEFR. <br /> S PUMPER K= OF KNITS Wm PUuGGED MAINHOIES SNAIL BE PAINTED 91L <br /> B. HYNUNT FLUIDS 9 BE RU IEiHED AND WST.WID WITH NKflIJIT. <br /> STRUCTURE MARKER SIGNS CLASS C PIPE BEDDING TYPICAL WATER LAYOUT PACER HYDRANT DETAIL TYPICAL SERWCE DETAIL <br /> 5 -O' <br /> EDGE OF MAT OR <br /> BACK OF CURB <br /> SUITABLE MATERIAL 4' -0' <br /> Ift _.- -z z-a' <br /> 3 _ _ ®INSTALL ONE LENGTH OF WATERMAN <br /> MINIMUM COVER AS REQUIRED W .0 <br /> ON PLAI ATIONS OR AS SHOWN <br /> / COMPACTED TRENCH OH PLWS <br /> f)ACNFlLL PIPE THE TORS, CENTER <br /> OR ER A% <br /> B. YMICHEVE I ADAPTORS CENTER <br /> IS LARGER (12' MIMUN) - AT AT CROSSINGS. 24' O.D. 24' <br /> / PROPOSED SEWER CATE VALVE WITH <br /> 1 MECHANICAL JONT <br /> SPRWC lWE :0�4 Y COMPACTED SAND TEE AND VMVE BO% <br /> { STYROFOAM <br /> ��JT5* MIN. <br /> IN <br /> INSU ”" <br /> 'MIN <br /> BENDS AS PROPOSED WATERMAN <br /> REQUIRED <br /> 4' OR Bc /B WHICHEVER NATURAL GROUND WATERMAIN 2' STYITOFDAY <br /> IS LARGER INSULATION 2H LINUM SAN OR S SEWER a. " <br /> WATEE E45V SAIL 4' SAID CUSHION <br /> GRANULARR dE001NG WATFAMNH WM I SEE TYPICAL <br /> F COMPACTED SELECTED CENTER ONE IENIGTII TRANSITION TO SPECIFIED MECHANICAL JQNT TEE HYDRANT <br /> GRANULAR MATERIAL 6 WATERMNN AT DE TFI (TYP.) INSTALL FOR SIZE NRE HYDRANT DETAIL <br /> CROSSING VETICAL BEND AS REQUIRED ONE 5 REQUIRED <br /> •GOUT RESTRNNNG COUPUNG -TWO <br /> NOTE: ALL COSTS OF EXCAVAFON1 BELOW NOTE: WAIERNAIN PPE SHALL BE INSULATED 3/1' ALL THREAD RODS <br /> GRADE AND PLACEMENT OF GRANULAR SEMEN COVER R LESS THAN 7.5 FEET <br /> BEDDING SHAL BE INCIDENTAL. POSSIBLE CONTINUOUS ROD - <br /> CONTRACTOR'S OPTION <br /> N OTE: <br /> RUNNER GLANDS MAY BE USED W PLACE OF RODDING. <br /> i <br /> CLASS B PIPE BEDDING PIPE INSULATION DETAIL WATERMAIN CROSSING RESTRAINING DETAIL <br /> xOVBr rmm TV.T TIO PLAK ssEDErwnWL xa DATE ar RMS. I %swPT1DI 1$6 ENERGY PART( MOM <br /> [ APPROVED THE <br /> RAWN BY: JOB DATE SEPT 1997 9WyIePMEEnAP�Ymm9l0xWqV vI�MID Bt W: a uuR n Lwn SL PAM, W"WA 06100 WAT9�AAW AND 8AWARY SEWER EXTENMN 1 Rn <br /> : JOB NUMBER 2fi[%198M _ ppWR59D1 2) 00 -43110 <br /> µ IOI D A t WB D SEPT 1997 1 MY O (E E SENM HICKS C.1 AIR FILE: . - - -- I- lovuard R Cxeen Com u � <br /> An FILE; cw9s -BZ DATE ND WATERMAIN DETAILS <br /> CONSULTING ENGINEERS <br />