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2 <br />r <br />No <br />FIRE HYDRANT <br />Cost Iron Cop <br />topped 2" Sid, <br />2" Square Steel Valve Nut <br />Asbestos Cement Pipe T2" Stondord Golv, Pipe <br />fcomp kfill behind <br />horoughly, <br />A <br />PLAN <br />Volvo Box, Frorne and Lid, <br />Christy G-8 Traffic Volvo Box of tqvol <br />92 <br />0 <br />11<7 1b <br />Cop <br />Fasteners <br />2" Goly, Nipple <br />2" Square Steel Volvo Nut <br />2" Goly, Street Elbow <br />2 Standard Gote Volvo <br />ELEVATION <br />2" x 4" <br />J.- <br />4"x 4" 0 -T- <br />SECTION A —A <br />TEMPORARY BLOW OFF <br />M <br />to c') s <br />E <br />Street R/-W <br />Meter Box MClewf <br />tom of Dftch <br />if any) <br />nAle <br />stop <br />Connection <br />0 <br />C doptor <br />lion <br />a 36 Reber with <br />Adaptor 2 hose clomps 12" oport <br />Corporation -2e bliss. Cover Wow bottom <br />Stop of ditch (if any) <br />Service <br />clonv (I" or for <br />Doublo Strop) <br />B _0T§ <br />L Plastic pipe uptea l!9'I.D. service shall be ultra high molecular weight (UHMW) Polyethyleno <br />as momfoctured by "Driscopipe", "Orangeburg a <br />or <br />approved equal with <br />mir4murn pressixe rating of 160 psi. Z <br />Plastic pipe for 2" I.D. service *hall be P8 2110 Polybutylene or approved equial <br />with n-dalinum,pressure rating of 160 psi. 3: <br />Corporation stop shiall have corporation cock fteods, 4. <br />Angle stop *hall have *wW nut and lock wings, 5Angle <br />stop shall be ' r "tically plumbed, 6. Size <br />of service line shall be as required by the County . 7, Mueller <br />Insto-titi connftflon shall conform to ASTM Designotion D 22W f WATER <br />SERVICE <br />Cost Iron <br />Lid o I <br />I I e - proof, m o c h i n e d seoling surface <br />6 Asphalt <br />Concrete <br />Tip, -Finished Grade <br />V Concrete <br />Base <br />to be around Volve <br />Box, n Concrete <br />Base <br />not necessary when <br />Volvo Box is <br />located in bock rrr of <br />sidewalk, R Q <br />71 <br />TZ, <br />E* <br />z Iirfto <br />7n <br />VALVE <br />BOX <br />r T_ <br />D <br />2" <br />Sq" <br />e Steel THRUST BLOCK DIMENSIONS Volvo NutW-. FITTINGc" ZBFITTNGS I Bj A6" <br />5N—E 10" LINE 14" 6` 45' <br />A <br />V TEE OUTLET <br />0 DEAD END <br />DEAD N 4r- 0-w- PLAN N — <br />E— <br />T 22 <br />211, 1/ -0 -0045" Y=65- - <br />6 4-- 12 L22 <br />1/ <br />0INE — <br />0 450 '4 <br />6 <br />004 Volvo Box, <br />From# <br />and Lid, TEE OUTLET DEAD <br />END W_ <br />3 - 37-- - <br />6-' <br />w- <br />3 0 3 <br />0 4 <br />TEE 6UTCE <br />f6 - 5 - DEAD END 50 <br />Ctwlsty G-8 <br />Traffic <br />Volvo Goa ot eq,jo 0 vv 0 NOTES% <br />1, All thrust blocks shall be poured against undistur4od soil and <br />snoil 0 0 0 0 <br />0 0 "1, A <br />WC <br />be "" loss <br />B C Concrete, ThrW 2Thrust WOO <br />dimensions were Comrolle 77.71,017 <br />2 Pcalculated to Wow a soil A* etas Block-, 2" <br />Golv, Nippl* bearing value of I,QW pounds coma-4 Pipe 2" <br />Sq Stool Volvo Nut ^ per square foot, 2Golv, Street Elbow " 40 <br />2" Bronze Got* Volvo <br />2" <br />Bronze Nipple Cost Iron <br />Plug topped 2" <br />AN 5 Reber e top and <br />bottom A -If v: D+P-" + <br />ELEVATIONELEVATIO <br />ERM,NENI 'EF <br />PERMANENT <br />BLOW <br />OFF THRUST BLOCK <br />DETAILS 9V11/1111(lM MY R, <br />N RR NM <br />N <br />g, <br />k <br />10