Laserfiche WebLink
NOZZLE SECTION PROPERTY UNE <br /> WEBATING NUT - I' PENTAGM <br /> R I/2' HOSE OOMECMM (THREAD <br /> SIZE ] 1 /I6' O.D., ] 1/2 T.P.I.) G STREET <br /> 4 1 /2' PUMPER O]NNECMDN (THREAD 2' % 4" WOOD MARKER <br /> SIZE 5 9/16' O.D.. 4' T.I.P.) <br /> BG I <br /> SUITABLE MATERIAL _ <br /> Nut C <br /> TYPE MTI <br /> / CHAINS NOM 21 /2 NOIII£ AR <br /> i PLUS PUMPER NOZZIE �. <br /> �. CURB BOX AND STOP MM 1• PENTAGON <br /> TO PROPERTY LINE OPERATING NUTS <br /> CURB BOX AND STOP y LDI <br /> TO PROPERTY LINE xGMINAI GROUND UNE z PROPERTY LINE 9 SERVICE PIPE <br /> .5 BI � <br /> NATURAL GROUND VALVE 10' <br /> CROSS STANOBPE CONCRETE BRICK WATERMAN J <br /> THE BOTTOM OF THE TRENCH SHALL BE SHAPED • i 12 1/4 <br /> TO FlT THE PIPE BARREL FOR AT LEAST 50% m <br /> OF THE OUTSIDE DIAMETER. THE REMAINDER OF BOTTOM 9 1 2' PROVIDE ONE - I.0' HORIZONTAL <br /> THE PIPE IS SURROUNDED TO A HEIGHT OF AT LYE D LOOP IN SERVICE UNE <br /> LEAST 6' ABOVE ITS TOP BY SELECT FILL VALVE <br /> MATERIALS, PLACED BY HAND TO AND <br /> COMPACTED TO COMPLETELY FILL ALL SPACES <br /> UNDER AND ADJACENT TO THE PIPE. CORPORATION COCK LEE - I' <br /> PROPERTY UNE <br /> SEE HYDRANT 1 O 7/6' ROUND HOLES SERVICE PIPE <br /> DETAIL n <br /> NOR " WATERMAIN <br /> 1. 16" SREAKOFF SECTION <br /> 2. LEFT HAND WERATWG NUT (1 1/2' MINT TO RAT) <br /> 3. PANT BARREL SECTION RED TO GRADE. <br /> 4. DRAIN HOLES SHALL BE PU(XMD W HIM GROUNOWATER CONDITIONS NOTE. <br /> AS DIRECTED BY THE ENGINEER. <br /> 5. PUMPER NOME IF HM NIS r,1M'VOGED MR INIULZS SlA DE PANTED BWE. WATER SERVCES IN NEW SUBDIVISIONS SHALL BE EXTENDED <br /> B. HYDRANT PUGS M1 BE FURNISHER AND INST.WED THOU HYDRANT. 10 FEET PAST DIE PROPERTY UNE <br /> CLASS C PIPE BEDDING TYPICAL WATER LAYOUT PACER HYDRANT DETAIL TYPICAL SERVICE DETAIL <br /> A 5' -0' <br /> EDGE OF MAT OR <br /> PACK OF CURB —+ <br /> ec SUITABLE MATERIAL 4' -0" <br /> 2• D ^I 2• p. I <br /> 1 <br /> COMPACTED TRENCH ® MINIMUM COYER AS REWIRED IN Qe <br /> INSTALL H T LENGTH OF WATFAMA9N ON CATIONS OR AS SHOWN <br /> PLAIN <br /> • / BACKFILL PIPE WIT DA APPROPRIATE ON PLNS. <br /> OR 1/4 B. WHICHEVER AT CROSSINGS. ADAPTORS CENTER <br /> IS LARGER (12" MAXIMUM) _ AT CROSSINGS. <br /> GATE ETH <br /> VALVE M <br /> PROPOSED SEWER CAM VALVE W <br /> SPRING LINE / \ COMPACTED SAND TEE AND VALVE BOX <br /> 2 STYROFOAM <br /> \ INSULATTON' MIN. <br /> MIN <br /> 1 1 <br /> BEND <br /> FT S AS REQUIRED PROPOSED WATERMAIN <br /> 4" OR ER NATURAL GROUND WATERMAIN 2' STYROFOAM <br /> WHICHEVER IS LARGER AJSULATCN <br /> GRANULAR BEDDING EXISTING SUL 4' SAND CUSHION <br /> COMPACTED SELECTED CENTER ONE LENGTH TRANSITION TO SPECIFIED WATERMAIN WITH I SEE TYPICAL <br /> MECHANICAL JOINT TEE HYDRANT <br /> GRANULAR MANORIAL OF WAIERMhIN AT DEPTH (TYP.) INSTALL FOR SIZE FIRE HYDRANT DETAIL <br /> CROSSING VETICAL BEND AS REQUIRED UNE <br /> AS REQUIRED <br /> NOTE ALL COSTS OF EXCAVATION BELOW NOTE: WATERMAIN PIPE SHALL BE INSULATED JOINT RESTRAINING COUPLING -TWO <br /> GRADE AND PLACEMENT OF GRANULAR WHEN COVER IS LESS THAN 7.5 FEET 3/4' ALL THREAD RODS <br /> BEDDING SHALL BE WCIDENTAL. <br /> POSSIBLE CONTINUOUS ROD- <br /> CONTRACTOR'S OPTION <br /> NOTE <br /> RETAINER GURUS MAY BE USED IN PLACE OF 0.0ppING, <br /> CLASS B PIPE BEDDING PIPE INSULATION DETAIL WATERMAIN CROSSING RESTRAINING DETAIL <br /> I HEREBY ffRIIFY MAT MS RNI. S IT IN XF W. NO DALE Br nM9W CE34Rq•IIp1 L. ENERGY WI SOTA 5108 GRAPHIC SCALE CRY OF CENTEFMLLE WATERMAIN DETAILS SHEET NO. <br /> ORAYM BY: RNM Jp8 DALE: DECEMBER 199] w OM MAN FlM MAT T MC a " M IT Mi T TJ26 IM. <br /> APPROVED: JOB NUMBER 260 -085 -M . TOMMY <br /> °per uxun ME u TmNE PAUL (6 T 644-4= <br /> CAp DALE: DECEMBER 199] �T +TIE W EF DAM 20TH AVENNE 20TH AVENUE 17 <br /> • CAO FILE: CVO85 -D2 F-bvlrard R. Green Company <br /> D NA 17 <br /> DATE NEGND. CONSULTING ENGINEERS vERt. <br />