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~~. ~I_ <br />J_ // <br />-- O _~ <br />^{ ~' <br />BEDDING IN ROCK <br /> <br />SUITABLE MATERIAL <br />fi" OR I/4 Bc wHICHE VER <br />S LARGER (12' MA%IMUMJ <br />'},f~ SPRING LINE <br />L lg a &.x. ~ ~ , /~ , <br />! r. ~ Bc/8 WHICHEVER NATURA <br />5 LARGER <br />GRANULAR BEDDING <br />~T <br />TYPICAL BEDDING ~ ~^MO~w0. <br />CLASS D PIPE BEDDING <br /> GATE BO% BASE i0 REST <br /> ON CONCRETE BLOCKS (Mn/DOT 3616) <br />MIN. 4 ABOVE ANO ALONG SIOE OF <br /> PIPE OF VALVE <br /> ~ COMPACTED SET STANDARD PAVING <br />BACNFIII <br /> <br /> <br />X COVER BETWEEN FLUSH <br />0 I/1• BELOW <br />11/ ~FlNISHED SURFACE <br />H\ <br />DETAIL Of <br />BASE SUPPORT <br />GATE vgLVE <br />MECHMIMN JOINT <br />CLOCKWISE OPENING <br />CONFORMING TO AWWA L509 <br />vALVE 80% ' <br />MER SERIES 6860 <br />pEM G OR <br />PPROVED EOVAL <br />12" WATER MAINS WO WtGER REQUIRE BUTTERFLY Vru,VES <br />NOTE: ALL COSTS OF EXCAVATON BELOW GRADE <br />ANO PLACEMENT OF GRANULAR BEDDING <br />SHALL BE INCLUDED Irv THE BIO PRICES <br />FOR PIPE ITEMS. <br />CLASS B PIPE BEDDING <br />FINISHED SURFACE <br />G' ~ NSUUi N p5 RfOVIREO 31 <br />J o LExGiH = 60Krt 0.0. a <br />BLE MATERIAL <br />NA TIRAL GROUNp <br />ME BOTTOM OF THE TRENCH SHALL BE SHAPEp <br />TO FIT iNE PIPE BARREL FOR AT LEAST SOR <br />OF THE OUTSIpE DIAMETER. TIE REMAINDER OF <br />THE PIPE IS SURROUNDED TO A HDCHT OF AT <br />IEASi fi ABOVE ITS TOP BY SELECT GILL <br />MATERIALS, PLACEp BT HANG t00L5 AND <br />COMPACTED i0 COMPLETELY FlLL ALL SPACES <br />UNDER AND ADJACENT i0 THE PIPE. <br />NOTE: ALL COSTS OF EXCAVATION BELOW GRADE <br />aN0 PLACEMENT aF GRANUfaR REDOING <br />SHALL BE INCLUDED Irv TIE BIO PRICES <br />FOR PIPE ITEMS. <br />CLASS C PIPE BEDDING <br />TEE BEND w1E <br />PLUGGED CROSS <br />1/4' PLYWOOD EACH AREA <br />OLER F CE 5 I/2 OF <br />TOTAL AREA <br />Of B0.izFS34CJ TABULATED A A <br />~,.~,. ..~ _...x~_ ___ <br />FluililNCL <br />512E <br />(INCHES) TEE, wK, <br />PLUG OR <br />CAP 90' BEND, <br />PLUGGED <br />CROSS PLUGGED <br />ON RUN <br />A <br />AI <br />45 <br />BENp <br />22 1/Z <br />BEND <br />II 1/4 <br />BENp ' <br /> 1.0 L4 1.9 1.4 1.0 --- <br />6 21 J.0 e.J J.0 L6 1.0 <br />6 3.6 S.J >.fi 5.4 Z.9 1.5 I.0 <br />t0 5.9 B4 11.6 6.4 4.6 26 1.2 <br />t2 B.5 12.0 12.0 12.0 6.6 J.4 1.2 <br />1 11.5 16.] 23.0 18.3 6.9 4.6 2.J <br />t6 15.0 ZI'.J 300 21.3 11.6 6.0 J.0 <br />1B 19.0 22.0 38.0 22.D 14.6 2.6 .}.B <br />20 23.5 33.J 42.0 3J.S 18.1 9.4 4.2 <br />24 l4.0 48.0 66.0 66.0 2fi.I t3.6 6.6 <br />" r/B 6 (I.at4 R9E) - iC0 <br />cENFERED DPr 6EwER <br />wM D10. CD(STD. GIP) CO(LOMPACi PIP) <br />NflIE <br />I. CONCRETE THRUST BLOCKING TO BE PpURED AGAINST UNpISTJflBE0 <br />EARTH. <br />•FOR RESTRAINEp PIPE LENGTHS ON EACH SIDE OF BENDS SEE PLATE 0-II 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. <br />}, IF N01 SHOWN ON PUNS, REQUIRED BEAflING AREAS AT FITTING <br />SHaLI BE AS INDIU TED ABOVE, PDJUS TED If NECESSARY, TO <br />CONFpRM TO ME TEST PRESSURE(S) aN0 ALLOWABLE SOIL BEARING <br />51RE55(ES). <br />A. BEARING AREAS ANp SPECIAL BLOCKING DETAILS SHOWN ON PLANS <br />TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETARS <br />SHOWN IN iHlS STANDARD pETAII <br />5. ABOVE BEARING AREAS BASED ON 1ESi vRESSURE OF 15p P.BI. <br />AND PN ALLOWABLE SOh BEARING S1RE55 OF 1000 POUNDS PER <br />SWARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST <br />PRESSURES AND SOR BEARING STRESSES, USE THE FOLLOWING <br />EOUATON_- BEARING AREA (TEST PRESSURE/150) X (2000/5011 <br />uOZZIE SECTION <br />OPERATING NVi - 'PENTAGON <br />2 I/i HOSE CONNECTION (THREAD <br />SIZE 3 1/16' O.D., I I/2' T.P.I.) <br />4 1/Z' PUMPER CONNECTION (THREAD <br />SIZE 5 9/16' 0.0., a' T.I.P.) <br />_ NUT LAP <br />TYPE vA <br />CHAMS TH N022LF ARRANffMENT <br />Two Z I/Z' NOZZLE <br />' I - PLUS PUMPER NOZZLE <br />WTH I' PENTAGON <br />OPERATNG NuiS <br />NOMINAL GROUND LINE <br />_ "°TE: <br />- A 1fi• BREAKDfF SECTION <br />2. LEFT HAND OPERAiMG NVi <br />8• (I I/2' POINT TO Flai) <br />3. PpINi BARREL SECTION <br />B B' REO i0 GR ApE. <br />STANDPIPE 4. DO NOT PLUG pRAIN HCEES. <br />I] t <br />BOTTOM 9 1 Z -- <br />T 4 > 3 B• >/g• ROUND HOLES <br />NDIE: HYpRANT LOCATNL DEMCES REQUIRED - SEF BPECIfILATONS. <br />PACER HYDRANT DETAIL <br />` .. j~ <br />:~ ~~ ~ <br />%\ <br />WA iERMAIN <br />Ex15TNG SOIL <br />4'-0" <br />2'-0" 2'-0• <br />COMPACTED TRENCH <br />BaCNFILL <br />I l <br />2' STYROFOPM <br />INSULATON <br />s' SANG LUSHION <br />COMPACTED SELECTED <br />GRANULAR MATERIAL <br /> GA TF VALVE BCX $ !NSTALLA TICK TYFIC AL WA TERMAIN CFFSETE rH RUST BLOCKING CETAIL FIFE !N <_ULA TICK CF TAIL <br /> PIAH. sPfaFKAnox. ort RFPw <br />o <br />1 <br />T <br />N <br />T a OATf Br 2550 UNIVERSITY AVENUE W. SUITE 400 N <br />DESIGNED BY: DESIGNED Br DRAWN BY: RKN <br />APPROVED BY.APPROVEO Br <br />JOB NUMBER Bt155W E <br />t Mr deft suPEwWVOx Ax9 <br />pO~ uNPfrt <br />F uWS a IHF sTArt aD <br />~wT~~ <br />Mx p. <br />Si. PAUL, M NNESOTq 55114 <br />(651) 64a-4}B9 <br /> <br />CUR71S FELD POND <br />sxfEi xn <br />CAD DATE: F.e~wN az. zpoa I:3]:D2 o.m. <br />aAIN6E oArf <br />FALCON HEIGHTS <br />WATERMAM DETARS <br />CAD FILE: 811550)\OwGS\C\Ci-UO4.DwG (RMONJEAI TERRr J <br />M.MRER I} <br />16 Howard R Green Com <br />an 14 <br /> . <br />~ <br />P°,x,EP x.~ p <br />y <br />