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ROADwAr <br />BRING <br />~~ <br />BGND~ BEARING <br />PIF.?KER SLFfYE <br />1rv015TWF£0~ <br />SOIL <br />TEE <br />p i a <br />T ~.. <br />.I <br />rl <br />•I <br />VERTICAL 45'BEND <br />RAN <br /> <br />.~ <br />9EpRING <br />BOVO SIFFKE <br />BfEPNER <br />+ ._/ <br />fbOWG- ~VN]ISNRBED SOIL <br />MATERIPL <br />TYPICAL CROSS SECTION <br />MINIMUM BEARING SURFACE AREA <br />R <br />5 AREA uNOBSTRUQED <br />pRb.1rvD NYCRAni <br />3' <br />N~TE' 90' BENp i0 BE FOLDED <br />IB~ 50 .6" THICN LgYC CgLLAR <br />'m i <br />/ <br />l EE IXt 5A0OLE <br />~ 59'MIN 6 <br />2 MIN <br />6 ~OIA ANCIKKi CRfi 'GPAKL / / <br />CR fi'CI SWIVEL MIN. <br />TN15 MUST BE RWJEOT BE RWJEp W/ <br />MILD STEEL RODS B <LGNP$ <br />FILTER FABRIC AROUND <br />GRAIN RDCN BACKFILI <br />NYORANL B LATERAL RODDED <br />~WASHEO I-I/2 RCCN <br />-WpISTURBED 501E <br />ROCK FlLL 12'pBOVE GRADE <br />IN STEEP IKKK $IAPE AREAS <br />pND OTHER ROCK laEpS <br />SuBJFLT TO EROSION <br />COMPACT TO 12 MIN <br />90%,i-99 <br />4tPOhD Mp% <br />512E 3'DIA HATVE <br /> O <br />MATER145 <br /> fi' MIN. <br /> 9" Mp% <br />I <br />i.vlG"{Ugfi _ I <br />M <br /> I <br />~ <br /> \/ <br /> <br />310 ~` N <br /> ~ID 64'FW fi'RPE.12 iB'FIXIi" <br />I <br />2' <br /> <br /> I/21N MILD STEEl~F00 <br />I <br />i50" NOTES <br /> I 1 DIMENSIONS Bp5E0 DV BJXIWREKX CIEARAYCES <br /> 215TEEL PLpiE OR WA91FR5T0 BE Ug0 TO SECURE TIE R.U' <br />SOCKET CLAMP DETAIL <br /> <br />laanLE a <cnkncT <br />JUM <br />)TH M6`(IMUM <br />w1DTH <br />a° z'-a" <br />i' 2'-fi' <br />e" z-B" <br />0' 3-O" <br />0 3-4' <br />8 3=8 <br />' ALLOWABLE JOINT DEFLECTION <br />(PUSH~ON 9 MECHANICAL JOINTS) <br />PIPE DIA. A OFFSET PER 20' LENGTH <br />6~ 5'00' 21' <br />8" 4'00 IT' <br />~1 10' 4'00 17' <br />MAXIMUM A BETWEEN INLET dOUTLET PIPE <br />AT A VALVE IS 4'00 <br />1 <br />TYPICAL TRENCH SECTION <br />NOTE <br />- ~ _ .. _'I wH°N MULTLRFF Tq FNCH CpYSTENCTICN,15 USED 4 MINIMLM _ _ 1 <br /> <br />SEPoRPTICN [t"A%1611NCNE5 wILL B[MpINTAINEp _ <br />~ - - - <br />21 BACNFlLL MATERIAL SMALL BE COMPPCTED TO SSX OF MA%IMUM DENSITY ' <br />- ~ BY- ApSNID Y991N ALL ARrAC WNCflr Ppc Ic INCipr LED IN ROAD 5Ff.9pN5. _ ._ _ _ _ _ _ C KI A I C _ _ _ _ _ <br />31N0 REDOING REOVIfl ED WIZEN VNDISi VRBED MpIERIAL IS FREE OF MATERIAL <br />GREATER TNAN TN($E (3 11N IN DIA B MEETS ENGNEERS APPROVAL <br />FOR ADEOUpTE DENSIn BBEARING STRENGTH <br />1) THE GENERAL HORIZONTALBVERTICAL 4UGNMENT TRENDS SHOWN ON <br /> THE PLANS ARE TD 0E MAINTAINED BY UNIFORMLY DEFLECTING THE PIPE <br />~ AT THE JOINTS. OFFSETS IN THE OPPOSRE DIRECTION OF THESE TRENDS <br /> <br />" ARE LIMITED TO THREE 1311N. FROM THE E%TENTON OF THE PREVIOUS <br />2a <br />ACCESS OPENINQ ALL SIZES <br />1 qpE <br /> 21 STANDARD LAYING LENGTHS OF PIPE UTILIZING INTEGRALLY CAST BELLS <br /> TI -FROST PROOF CovER <br />I SHALL BE USED FDR WATER LINE CONSTRUCTION. <br />-APPUxrENArvcE roBE C I <br />I I ~ 31 ELEVATIONS OF WTERSECTING PIPE ARE TO BE AS SHOWN di THE BANS. <br />ANCIIGRED IDVAULi WALL <br />w/METAL STRAP-INSTALL <br />WWDBLOCK BETWEEN VALVE <br />AND VM1LT WALL <br />MINIMUM pIp O-S DEPTH/2a~ <br />5-B'DEPTN/ 3G' <br />8- DEPTH/ae'~ <br />PflEC45T CONCRETE VAULT <br />-PIPE uNE NNNECnoN ro BE <br />I IN CORKQA-ON 5TW\ <br />-PIPING Tp BE LYF£~H <br />COPPER TUBING W/ <br />I'GIDBE VALVE _~ <br />8 WYE STRAINER <br />HYDRANT, VALVE BOX d VAULT DETAIL <br />NOTES <br />I: fi y.CRANi LATERALS MUST BE pVCTILE 190N <br />21 TC"AL VOLLME W NTMpNT pRpIN Pt MUST BE MIN I/3 CV OF I-I/2 RJLK <br />5; TEE PANS Oi SPECIFICATIQVS FOfl E%pCT LOCATION DF FIRE HFCflpNT <br />e +jRµT ASSEMBLY SMALL INCLUpE PLL MATERIALS p5 $NONN INCWDING TEF pi SACOLE CN MAIN <br />_ =c_Ni 3>SE AND L pINM£ RIXN tt1BE COVERED W/LIXfE 51EEi C£PJLYELXYLENE TO E%CLUCE BACKFILL <br />ac'ERIpL FROM WIp51N ROCK <br />fi' GRAV EI FILL <br />UNpEfl VAULT <br />TYPICAL EQUIPMENT VAULT <br />DETAIL <br />IREOVIRED FOR AlL AIR RELIEF VALVES, REOULMG <br />VALVES pND METEPS p5 SHPYN ON DRAWINGS) <br />a <br /> ""'""`" DRB MOUNT GUNNISON """ <br /> <br /> oPAwx <br />ws A' "" <br />J ~~ <br />GUNNISON COUNTY, COLORADO NO SCALE <br /> : <br />I <br />I i CHEDKEO DRB w. ISOOB'w <br />~ ARCOCoalCompany :;; WATER LINE DETAIL SHEET `~D'E`MC~o2-u <br /> <br />APPROV[D M"w" M AMINBxMYMLe"y"x <br /> <br />, DAL EO~OT DRAW IMO NO~ LILY IAOE <br />IB%V. WTE BY CNK APP D[SCRIP90N E DATE BI OMK MP D[BCRIITION DAR 12/10/80 SUBMITT[D APPROVED C-OO 30 <br />srzE e6nps rEE aR <br />aFPPE a-la• zz-vr as 90• DEAD ENo <br />a IW IW IW Np 1.50 <br />fi' IOJ L25 225 " 3W <br />N' IfA 2W 0W 525 <br />10" 2W a25 825 IIOJ- <br />I'' 3`A 650 12.`q 23W 1650 <br />20 500 ION 1950 3550 2500 <br />I <br />PIPE BEDDING IN ROCK <br />