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.Fier of ~Aelo ,o N as~ <br />T1 s type manhole shalt <br />be used where tTie ': • _a' <br />d ffere"e. in':eleoation <br />between the -top ,of £hs. <br />outlet pipe and the invert <br />of the feeder or ootlector <br />sewer sxeeds 24". <br />PL A N Standard Pram and. <br />w` <br />seweelw eeseawrb sots <br />►' aMeAsre. two #00") <br />Csem [ms are AMY / , S•` .. <br />.i <br />` R it = i <br />A*. <br />'�► 1 i Hrvr: :xt <br />•Pip* <br />e' freak alt mnP P{P+ I <br />top of pfpt ; ahali be iI <br />encased in r <br />:r:� *•y �;;: 1 1 <br />&moth 1/4 rad. bond <br />SfCT/ON A -A SECT/ON 0-5 <br />1. - Jaw do Spipal or GbeAebr Ceyo/iag, eaten,• <br />3 T-1-03 weoid fell nor perautted. <br />t S -I- a2 <br />a. -/Z arae. ler 8 or Irsrysr ,apo. Z4 for pipes /ass tAM t!" <br />SANITARY SEWER DROP ''o'''"''by <br />IN NEW, MANHOLE <br />Chs&# by o. 1. rv. CITY ST KTONow" ti r • Z <br />illbne a wane VMW <br />.fee atm/ard"06n 07g Re.3! <br />far May and aver. <br />PLAN <br />Ildatura/ 6rotrrrd <br />dTorlesvennent. •� <br />00,1 swr. Poe <br />er <br />�P/y end. <br />EL LcVAT/ON END VIEW <br />NOTEn <br />/noW Arawbo/e of sod of sN switery beet lines. <br />ftwow lay <br />7 LAt�APHOLE BIW <br />Dmmn by Y.I. <br />Cho" by ary OF STOCKT` ' , ate tl • �$ <br />fas 16 awmw a wave waw <br />-PROJECT ENWNkm ER DATE <br />N TE <br />Mtsrfor of Conet be costed ;n accordonee <br />.SecAfon 7/-I.0! sflStandard Speciticaiions. <br />401 -14''y <br />herb <br />wrtb <br />• <br />sccr/ON A A <br />CONCENTRIC CONE <br />STANDARD INSULLAT/ON) <br />Ylo^yT►-►k` <br />'•y <br />5WCr/0N 0-Q <br />ECCENTR/C CONE <br />(USE W/TN PRIOA AMROVAL ONLY) NSI& <br />p//&ihieW#k aw v <br />after awe e+sts/lsiws. <br />AauAmy� i <br />sect/ON C -C <br />CONCENTR/c; SHORT CONE <br />(asi w1rHAA1OR APPROVAL ONLY) <br />PRE -CAST CONCRETE <br />MANHOLE CONES <br />CITY OF STOCKTON. owe « <br />bw%awrw a wane wont <br />. ■ <br />VAM AaefMr'JdPi <br />FLAN <br />AN NO w. <br />SEC TION A -A <br />NIMMONS <br />Ii 71LAMPHOLE <br />_ <br />s.RIW&COVERs <br />/Nr#f Grout Mobs <br />Pick Ho/e <br />PLAN <br />26.Y" <br />Cost Iron Skid <br />Resistant cover- <br />Cast <br />over <br />Cast Iron / home <br />L ihiechvrad <br />QP r/OHA L <br />N <br />/ F -A Ind War to be "PHOE/V/X P-1090# or <br />"P/NKE�[TON A-6?¢ or APProvsd egowa/. <br />Z. Cover shall be o�ssigned to withstand '1.20 Highway Loading. <br />!. fraFne and Cowr s Iail be fully mwchined to assure <br />intercha r/i +nd c/ose OMAVA fit. <br />¢ eSeGt0If / <br />iq�.Dt f$isnte/are'i ocificafions for fgalify of <br />inho/e Ft #me# o ri <br />VAN .11VI <br />t`AANHOI.-E FRAME a COVER y a,~k,,,,, <br />e orew <br />Lsiostim et'CArs rxFsar <br />"Qioot:" Mo./•SP rr "CArisfy" AAo. F-et� <br />or t que/ Ctwereto oe~ <br />Canfsrsr As wYty.'.tonlia/ (7,o& <br />-+---- Leferal to h <br />lsefot/ 451P <br />"-Tbe sawllANieA <br />�¢"Trots eMarotN o/aj 'b" <br />-T _— <br />4" C*Wsvt Iffr <br />FAciridllir .ibiefs ( Aw <br />11�flul� ¢Jo s. l "•Tie <br />a ue/le <br />A/torade A.Lst ;stere✓ CMMo/Na ---_- -SIrNI Let"I <br />pip (N,tN osA»estea/I <br />ro street 'ifow arw itof --+- <br />"-to !' yW"" <br />NOTES: <br />AN teeiNlrls ebro Paul rAe M ,irsAHAW sae aroirN«nes iy "party <br />e•rw ar etearosaet Arm the City PAew at Coo* <br />Z. -AN feeNh4s AcAow poem 'rA* mWateiaed try the City tArmp* <br />property swears 6/000"1C . <br />J. -Who* CAPOWt fells /it drirewer, iasteN "Grisly"AfaF-8C of "eieeAs"Mr./ SP <br />(or ##@&V :est free rreffie Corer. <br />AWA *4000"Wav <br />"1 4 ITI CLEANOUT um�..,t~►-, <br />Conn.-e/k C0//#V Consirtnetion. <br />1l6rsr�A4ani4o%s M <br />� /l��C. o►Ier Con;nit � f iirti /o�vemenf �ir�. <br />`G sr• \ I Manhole frame and cover to <br />Finish 6,vds <br />i f ' conform to Standard Drawing <br />No. 54. Or -out frame to <br />tooograds ring• Slope to ratah <br />c • <br />IV A.';, i � x finish grade. <br />i. �;.: , -8" Precast Reinforced <br />4. <br />Concrete Grade Rings as <br />i required. <br />2-1;r" Handling holes, 180 <br />' to be 1 ed <br />., �— • ' <br />deg. apart, P � <br />with Mortar sAir installation. <br />A.,�. <br />`. I; Precast Reinforced eemwtric <br />/ntsricr of Manhole to ':Manhole Cont. <br />he con/tn!inxrordsnce <br />with .faction 7/-109 o the <br />`: Standard dpsclf/ufisns. <br />Tongue and Croons Joints <br />for Mortar. Mortar an Grade <br />Ainis and Sections 2o1 alis. <br />" <br />i ' R <br />t <br />M. S. Pips Sections <br />`- - - Grout <br />Claes "D" Concrete f)7r <br />base. <br />OF <br />is 4 a <br />NOITS: <br />w <br />jai Preoatt Reinforced Conorste Manhole Units shall oonform to A.S.T.M.•C-476. <br />Construct Pipe Joint at $het anasistan from bass of Aranhole. Fleriblejeint. <br />Prior approuat must be obtained before installing more than 12" of grade rings. <br />an ' -8 MANHOLE TYPE I FOR PIPES <br />by <br />01 on by y . 33" DIAMETER OR SMALLER " <br />ChediW by CITY OF STOCKTON Dew 141#iw 155 <br />SSS�L 4 a <br />PROD E 'M1 : TAFT AREA SAM ITARY r"� L�l <br />' t <br />i SY4 <br />L) RAW I N (33 N 0, SEWER SYSTEM <br />