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OPERARNG NUi - 1' PCNTAGON <br />w`M'r° w... T Z t/2" OSE COnNECTION (rHREaO <br />SIIE 3 t/16" D.D.. ] i/2' r. P.l.) <br />n°m~~ 4 T/Z" PUMPER CONNECTION (THREAD <br />'~ J Bc Bc SIZE 5 9/Ib" 0.0.. 4' LP.) <br />O / SUITABLE MATERIAL w SUITABLE MaiERIAL <br />/~~` ~~ <br />_ ~ ~ NUi CAP <br />TYPE N1M <br />° ~ ~ `_- / fi' OR 1/4 Bc WHICHEVER ~I / CHAINS TMZ02ZF1/2R NOZILENT <br />.aM ~~~ MrN / / IS LARGER (12' MA%IMUM) PLUS PUMPER NOZZLE <br />BEDDING IN ROCK ~ WTH I' PENracDN <br />= OPERATING NUTS <br />SPRING LINE r NOMINAL GROUNp UNE <br />4 I// <br />,s,~.w,a.~ ~ ~. _i/ 5BF~ <br />NANRAL GROUND <br />m ~41('.u+ u.a'3r°.m - ~ 1. 16' BREAKOFf SECTION <br />. aw.w use.. 1E 'ru. - <br />~ y Z. LEFT Halup OPERa11NG NUi <br />-1(-~ ~ THE BOTTOM OF THE TRENCH SHALL BE SHAPED ] B" (i 1/2' POINT TO FLAT) <br />wvsaa..nu wm.e ~irw L_y op Bc/6 WMICHEKR' TO FIT THE PIPE BARREL FOR AT LEAST SOR 3. PgINi BARREL SECTON <br />O i IS LARGER NATURAL GRWND OF THE OULSIpE DIAMETER. THE REMAINDER a B B. RED TO GRADE. <br />THE PIPE IS SURROUNDED TO a HEIGHT Of AT DO NOT PLUG GRAIN HOLES. <br />LEAST 6" ABOK ITS TOP BY SELECT RLL STANpPIPE 4 <br />GRANULAR BEDDING MATERIALS, PLACED BY HAND TOOLS AND <br />COMPACTED TO COMPLETELY FILL ALL SPACES IZ I <br />J. UNDER qND ADJACENT TD THE PIPE. 4' <br />BOTTOM 9 T 2" <br />..c arum ' ~~ - <br />~~ ~Z ..c <br />TYPICAL BEDDING w NOTE: ALL COSTS OF E%CAVARON BELOW CRAOE NOTE: ALL COSTS OF E%CAVPTpN BELOW GRADE <br />o-rmen ~ nusew ANO PIaCEMENT OF GRANUUR BEDDING AND PLACEMENT OF GRANULAR BEDDING <br />SHALL BE INCLUDED IN THE BID PRICES SHALL BE INCLUDED IN THE BIO PRICES <br />FOR PIPE ITEMS. FOR PIPE I1EM6. <br />] 3/B ]/B' ROUND HOLES <br />NOTE NVDRANT LOCATNG DEWCES REWIRED -SEE SPECIFlCATIONS. <br />CLASS D PIPE BEDDING CLASS B PIPE BEDDING - CLASS C PIPE BEDDING PACER HYDRANT DETAIL <br />GATE BON BASE TO REST ~ C <br />ON CONCRETE BLOCKS (INn/DOT 3616) FINISHED SURFACE <br />MIN. 4 ABOK ANO ALD G SOE OF <br />PIPE OF VALVE o~a~ zFS DJ1 ~q~ F <br />COMPACTED REOURIEO g p! a'" .¢' <br />/-- 6Ei STANDMO PAVING lY LF <br />BACKFILL CNOVER BETWEEN FLUSH 4-45'MBENdC uu i~TVM SEWfR Od. ~ x <br />' t': ~DYPlcaij IE . 24 ~ TEE BEND wt2 pWGCED CROSS <br />a D I/2" BELOW <br />' 4 FINISHED SURFACE 1/4" vIYWVOp EACH AREA 4, 0, <br />OVER FACE IS i/2 OF <br />- 7 OF BOLTS TABULATED ~ AI <br />TDTgL AREA 2'-0' 2'-0' <br />:.'. , _- ~ IivPG"iLLAUi7 M 510E 4 `' x E9NIRE° rSR~~C5~ , <br />DETAIL OF p ~omli10sEwER dray '~~ ~ E4° A "• <br />BASE SUPPORT \\ ~ C{ I BOACKFILLE~NCH <br />sEwER PLUG OR CAP PLUGGED CRO55 PLUGGED TEE <br /> <br />- <br />WTE VALVE <br />MECHANICAL JOINT z <br /> <br />EWER W ~NSN~.AT[M NpAINAL <br />fITUNC <br />SIZE <br />(INCHES) <br />tEE, wvE. <br />PLUG OR <br />UP <br />90' BEND, <br />PLUGGED <br />CPO66 TEE <br />PLUGGED <br />qR RUN <br />A A <br />45' <br />BEND <br />22 t 2 <br />BEND <br />11 t/4' <br />BEND <br />_ 1 ~,. <br /> <br /> <br />~ T <br /> CLOCKWISE OPENING 4 1.0 I t 1.9 1.4 T.0 --- --- <br /> CONFORMING TO aWWA C509 ~ <br />B <br />" 6 I.1 J.0 4.} 3.0 T6 I 0 --- <br /> <br />VALVE BO% (1.414. RISE) - xd <br />AB <br />Ex[R ad 4 4 B <br />10 3.B <br />5.9 5.3 <br />B.4 ).6 <br />IL8 5.4 <br />e.4 2.9 <br />4.6 1.5 <br />2.6 I.0 <br />1.2 \ <br /> <br />\ I <br /> <br />\ <br /> MER SERIES 6860 c[xTEAEd an s[w[R TZ B5 t2.0 I].0 12.0 6.6 3.4 L] ~ \ <br /> REM G OR ~ 4 II.S t6.3 2J.0 16.3 B.9 4.6 2.] ~~ <br /> APPROVED EOVAL 16 15.0 21'J 30.0 21.3 11.6 6.0 3.0 ~ <br />~ <br />~ / / / <br />/ ~ ~ <br />~ <br />// <br /> WM DIA CD(6iD. GIP) CO(COMPACi DIP) IB 19.0 27.0 38.0 2].0 t4.6 ].e ~J.6 ` <br />` <br />` ` <br />` ` ` <br />` <br /> }- 20 <br />Z4 2J.5 <br />}4.0 JJ.3 <br />48.0 4].0 <br />68.0 }J.J <br />48.0 te.T <br />26.2 9.4 <br />13.6 4.] <br />fi.8 waiERMAIN 2' STYROFOAM <br /> w w 'B 'B. _8. NOTE <br />CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED ExISTING SOl J ~ 4' SAND CUSHION <br />L <br /> •FOR RESTRAINED PIPE LENGTHS ON EACH SIDE OF BENDS SEE PLATE D-1t EAFIH. <br />2. KEEP CONCRETE GLEAR OF ,K)INi ANO ACCESSORIES. ~ COMPaCTEO SELECTED <br />GRANULAR MATERIAL <br /> li' WATER MAINS aN0 URGER REQUIRE BUTTERFLY VALVES 3, IF NOT SHOWN ON PLANS, REQUIRED BEPRING AREAS AT DTTING <br />SHALL BE AS INOIUTEO ABOVE, AOd15TED IF NECESSARY, i0 <br /> CONFORM TO iNE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING <br />STRESS(ES). <br /> 4. BEARING AREAS ANO SPECIAL BLOCKING DETAILS SHOWN ON PLANS <br /> TAKE PRECEDENCE OVER BEARING AREAS aNp BLOCKING DETAILS <br />$HOwN IN MI5 STaNDaRD DEialL. <br /> 5. ABOVE BEARING AREAS BASED ON TEST PRESSURE Of t50 P.S.I. <br /> ANO AN ALLOWABLE SOIL BEARING STRESS OF 2000 POUNDS PER <br /> SQUARE FOOT. TO COMPUTE BEPRING AREAS FOR pIfFERENi TEST <br />PRESSURES aNp SOl BEARING STRESSES, USE THE FOLLOWING <br /> EQUATION: BEARING AREA (TEST PRESSURE/150) % (2000/SOIL <br />BEARING STRESS) x (TABLE VALUED. <br />GA iE VALVE 6GX d['.NSTALLAiICN TYF!CAL WA TERt/AIN CEFSE TS THR(JST 9LCCKING CETAIL FIFE INSL'LA TICN CE TAIL <br />2550 UNIVERSITY AVENUE w. SUITE 400N <br />u <br />SIG <br />y <br />tdR <br />D <br />E <br />N <br />E <br />DE51GNE0 BY: <br />E <br />D B <br />pRawN Br: <br />V o St. PAUL. MNNEBOta SSTt4 sH[ET xd. <br />APPROVED BY:MPROVED By JOB NUMBER BI111550J uws OF IH[ srArtN dF ulrnESdiA. ENdNEER vxdER '- (651) 644-4}89 CURTS FIELD POND <br />caD DATE: F46.~Prv oz zoos 1 ~v-m o m F <br />WATERMAIN DETAILS <br />ATdRE °"~ <br />ALCON HEIGHTS <br />caD FILE: 611ssa~Dwcs~c~cr-ud4 Dwc cftmoNJUI <br />TERRY J. URER <br />Howard R. Green Company 14 <br />