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I~ <br />11-1/4°.22-1/2•.45• BENDS <br />TEE <br />0 ]' 18 fi' <br />L _ <br />i.' h. <br />r..' o~ <br />VERTICAL 45°BEND <br />P.AN <br />FEARING <br />BGNO wRFpcE <br />BfEPKER <br />0 <br />Ef-DING ~UNDI6TUfRED SOIL <br />MPTERIAL <br />TYPICAL CROSS SECTION <br />MINIMUM BEARING SURFACE AREA <br /> <br />11/i ~ ~JF <br />`BOON FILL 12~ PBOVE GR4DE <br />IN STEEP ROCK SLOPE ARE45 <br />AND OTHER ROCK 4REP5 <br />SUBJELI TO EROSION <br />szE ~ B ENDS TEE aR <br />6i%PE II-IM• 22-I/2° 95° 90- DEgO ENO <br />4 IOJ IOC IW Nq 150 <br />fi' IOJ 1.25 2.25 3W <br />8 IW 200 9W 525 <br />10' 200 925 825 IIW <br />Ifi' 350 650 1250 23W 1650 <br />20~ 500 IDOJ 19 °A 3550 25W <br />NOTE 90' BEND TO BE ROODED <br />\• <br />I~ <br />LPPGF pypL RCR~W TYPE <br />C L VPLVE 80%.6 EgFREL <br />6 fi' GATE V4LVE RACE <br />WLVE 3' FMM TEE, <br />S pREq UNOBSTRUCTED <br />IB' S0 a 6" TMIC%CCNC. UJLL4R ~ ~ 44GN0 HYIXtgNT <br />m £ 3,. <br />~~' <br />TEE Oft SgDIXE <br />jt 59'MIN '6 FTq <br />ROADWAY <br />PNpY GFPVEL M SVBASE MP1ENiPL ~ RERNE BCVxNCi <br /> <br />PIPE <br />DIAMETER MINIMUM <br />wlmH MA%IMUM <br />w1DTH <br />4" 19 2 0 <br />fi' I-fi' 2-fi' <br />B~ I-R- 2-R' <br />12' 2'-O' 3'-0" <br />16'~ 2-9' 3-q' <br />20" 2-8" 3'-P' <br />9-I/Ifi' FOR fi' _ i d~' 1/2,3 I/2, <br />9-3Afi' FIXi 6' IT_ 1 <br />~I <br /> <br />I <br />31~ \~ <br /> <br />_ <br />~1069~FCR fi~ PPE, I2.TB'FOR I <br />I <br />2 , <br /> _~ <br /> I/21N MILD STEEL <br />Tom. ~ D E$ <br />I 1 DIMENSIONS B45E0 CN BO% <br />215TEEL PLPTE IXi WP91ER5 <br />;H CLEPRANCES <br />usfD ro secuRE nE Roo. <br />SOCKET CLAMP DETAIL <br />TYPICAL TRENCH SECTION <br />NOTE <br />II WHEN MULTI-%PE TRENCH fpNSTRJCTIQV IS USED PMINIMIIM <br />SEPoRpTION Ci 51%(61 INCHES WILL BE M4INTPINEO <br />2.184C%FlLL MATERIAL SHN1 RE CLMPoCTED i0 SS'. OF MA%IMUM DENSITY <br />PT P45HT0 T-?91N ALL PREPC WHERE plpE IS INSTALED IN MAC SECTI^45 <br />31 N0 BEDDING REWIpED Wt1EN UNDISTURBED MATERIPL IS FREE OF MATERIAL <br />GREPTFR TIAN THFEE (3) IN IN DIA. B MEETS ENGNEERS APPROV4L <br />FIXV AOEOUATE DENSITY BREAKING STRENGTH <br />29'gCCE55 OPENINGgLL512E5 <br />FRJST PgOCF COVER <br />HYDRPNT B LATER4LLRODGED <br />v°~ 2 MIN ~ ~ ~ E~ ~ wPSHED I~I/2' ROCK <br />fi'01A gNCHJft CFIG GP4VEL ~ ~ DISTURBED SOIL <br />W fi~C.l SWIVEL MIN. <br />THIS ANST BE ROpJEp W/2-3/4' <br />MI W STEEL RODS B CLgNPS <br />HYDRANT, VALVE 80X 81 VAULT DETAIL <br />NOT 5 <br />U 6-HYW WT LpTERgLS MUST BE DUCTILE IRON <br />2) 1pTPL VOLUAE OF HYDRANT DR41N %i MUST BE MIN. I/3 GT CFI-I/2" ROCK <br />31 SEE P-N5 OR SF£CIFICPTIWIS FCR EXgLT WCPTION OF FIFE HYORNJi <br />0) XYDPaWT g55EMBLY SH4L INCLUDE ALL MATERIPIS q5 5111MN INCLLpING TEE Ot SgWLE GN MPIN <br />51 HYpppNT BPSE 4VD CRAINPGE RIXN TO BE COJFREO W/LO'.6E SLEET Cf PCLYETHTLENE TO E%CWCE BPCKFILL <br />MPTERIPL fROM VOIDS IN ROCK <br />D=ENMELD <br />Rogownr - .___ _. _- __---. <br />- -BRING TO EXISTING G9POf ELEVAi ION. <br />REPLgCE ANO COMPPCi PNY GR4VEL <br />OH SUB-B45E MAi ERIAL. <br />COMPPCi i0 1 112" MIN <br />90°., i-99 <br />q•i-TtP'ED Mq% O <br />SIZE 3~DIP -~NPTIVE <br />MgTENIN <br />fi MIN <br />9' Mq% <br />RF£00 `ROCK <br />PIPE BEDDING IN ROCK <br />OPEN FIELD <br />- <br />1- <br /> <br />~PEMH iOgE BRPCEO Ofl <br />SHEETED AS NECESSbiT <br />pi TE ScFETY 6 LHE <br />~ <br />TECl10N 6 OiNEF Vl <br />II- <br />iTES <br />LLMPY-TED <br />OvED NGTIVE MPTEPIPL <br />PoM BACNFILL -1 <br />DeT ro Pov. Ir N-BS <br />oro <br />cos <br />~.BB w1oTH <br />F <br />n <br />a <br />L <br />l - <br />c,~I,Al,gxo Prc REC _.. <br />BE BEDDED FFOM <br />'~ <br />BEXW iME BDiiW <br />ovE <br />'e <br />` <br />mP <br />°E <br />e` <br />i. <br />~ <br />I <br />VE <br />OF <br />Hr <br />n ~: '~` <br />-APPURTENANCE N BE <br />AMHORFO TO VAULT WALL ~ <br />W/METAL STRAP-INSTALL z T MINIMUM DIA. O-5 DEPTH/24~ <br />WOOD BLOCK BETWEEN VgLVF t F u 5-B DEPTH/]G' <br />qNO VAULT WALL. 8- DEPTH/ 4B" <br />-PIPE LINE CONNECTION TO BE PRECABT CONCRETE VAULT <br />I IN. CORPORATION STOP WNN <br />-PI PING TORE TTFFK I1NE <br />COFFER NBING W/ <br />I ~ G WBE VALVE L!. <br />B WYE STRAINER - <br />fi' GRAVEL FILL <br />UNDER VAULT <br />TYPICAL EOUIPM ENT VAULT <br />DETAIL <br />IREOUIREO FOR ALL NR RELIEF VALVES, REDLCING <br />VALVES 4N0 METERS AB 6HpVN IXJ DR4WINGSI <br />ALLOWABLE JOINT DEFLECTION <br />(PUSH-ON 6MECHANICAL JOINTS) <br />PIPE DIA. 4 OFFSET PER 20~ LENGTH <br />6" 5°00 21° <br />B" 4°00' 17° <br />10" 4°00~ 17° <br />MAXIMUM A BETWEEN INLET B OUTLET PIPE <br />AT A VALVE IS 4°00' <br />GENERAL -NOTES <br />II THE GENERAL HORIZONTAL B VERTICAL 4LIGNMENT TRENDS SHONN ON <br />THE PLANS ARE TO BE MAINTAINED BY UNIFORMLY DEFLECTING THE PIPE <br />AT THE JOINTS. OFFBETS IN THE OPPOSITE DIRECTION OF THESE TRENDS <br />4RE LI MITEO TO THREE 1311N. FROM THE EXTENTION OF THE PREVIOUS <br />PIPE. <br />21 STANDARD LAYING LENGTHG OF PIPE UTILIZING INTEGRALLY CAST BELLS <br />SMALL BE USED FOR WATER LINE CONSTRUCTION. <br />37 ELEVATIONS OF INTERSECTING PIPE ARE TO BE AS BHONN ON THE BANS. <br />DR B. C•`P °°° MOUNT GUNN190N <br />Q AN`~ 4M <br />WR .~3 ' _ _-GUNNISON COUNTY, COLORADO - <br />DRa _. ARCO Coal Company v WATER LINE DETAIL SHEET <br />°0.' c;?~ OF....I.M1Mk114MYYC....., <br />04.E <br />DEBGRIPTIDR IREVI MTE BT IDHN APP O[BCRIPTION <br />SUBMIT LED <br />NO SCALE <br />YRD,ECT ND. <br />MG-02-15 <br />DRRWIRG NO. REV <br />C-010 <br />