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I <br />PLAN <br />A&howl Ground r IZrgrnrenf ry <br />>e <br />N smlt STANDARD ter <br />� Rin�+,fd Cewr <br />•' , Via; . , 'y . <br />r <br />NOTE <br />La mpho/es to be installed <br />only with approve/ of the <br />Dive r of Public Wirks. <br />11 I <br />45• Add one length ofpipe vAerw <br />1 line an be rxiended. <br />P/uy&ndoeZoiv <br />a <br />a ELEVATION END VIEW <br />LAMPHOLE, <br />pWg <br />WCast %r•on or A.B.S. <br />o Com6%na+tan Wye Otte( <br />17 YE3 S¢,nd R.tter, P1 uols <br />Adapi*-r CouPltng %-tr%ftad Clay Se -,"ex- Lafaxa( <br />4-'I D1•am. unle,�s o�(n�-�tetsa. <br />APPROVED <br />i <br />3"-4"-6" Precast Reinforced <br />6" -4 _ Concrete Grade Rings as <br />: required. <br />ti I "d 1 2-14r" Handling holes, 180 <br />awo <br />deg. apart, to be plugged <br />e after installation. <br />�I <br />ti �'�✓. • ;:. �r Precast Reinforced <br />Manhole ron'e. <br />Tongue and Groove Joints <br />a for Mortar. <br />v <br />.gyp 48"dArr►i. _ tl <br />�• 1 4 1 r-P'-•3 0-4 r <br />41 +•� M. N. Pipe sectio"a <br />A. <br />+F~ Grout <br />' Claea 'B' <br />Yar; bI rr., ' ' Concrete for <br />base. <br />M f n . S t ape 4- Pam' fop• � � 5 � <br />NOTES: <br />//v, Promet Reinforced Concrete Manhole Units shall conform to A.S.T.M. C-478. <br />plug of Znd Carat eet Pipe Joint at 4lect maximum from base of Manhole. <br />NOTE in ti•raRfs riherc ;lowltnc of I Prior �noval must be obtained before installing more than 12" of grade rings. <br />Main sewer tG less •hart 5' below I <br />f�ntch¢d► aradc �Veitral may be Letd on Rr tseas u�rad� <br />�nrForM Slops i branch tr, prop. l►nc. <br />SEWER LATERAL 45O E�bovri PRECAST MANHOLE FOR PIPES 24°DIAMETER OR SMALLER <br />as rejulmd -0 V, <br />%%Yu smoot �% <br />ter--•�' '� B . <br />, sowtc-' Ana►n � , <br />L <br />Cory 34dw - Hole <br />J <br />A <br />I <br />core (.3)f%/es for ,�• <br />44`dam. Alx-hor8olts <br />PLAN <br />SEC T/ON A -A <br />LAMPHOLE RING a COVER <br />A <br />e <br />I'wxl.�"Pick Nole <br />I " 1 <br />�M <br />Letter "S "placed <br />of canter of cover <br />`I <br />VIIA X <br />1 <br />,Machined Surfaces <br />4 <br />NOTE: <br />A This type manhole shall <br />-- —�T be used where difference <br />in invert elevations <br />at manhole exceeds 24". <br />PL A N <br />Standard Frame <br />and Cover � <br />See <br />Standard <br />, <br />,!! <br />Manho Ze <br />,Small <br />Masonry <br />°'. <br />Vitrified <br />Clay <br />' Daum <br />Pie <br />4` <br />Small <br />"�-� <br />� <br />Akisonry <br />Dam <br />r <br />Freak out <br />•. <br />t. <br />Break out `4, t• � Drop pipe <br />pipe <br />!` ,"• <br />top of pipe" y ?;; <br />shaZZ be <br />i, I r <br />encased inAk <br />, i <br />a• <br />toner 6W <br />f <br />Smooth <br />I14 rad. <br />bend <br />SECTION A -A <br />,SECTION 8-8 <br />SANITARY SEWER DROP MANHOLE <br />y <br />14 APPROVED 22 19-,z_ <br />no. <br />4 - <br />=;;try S.J. COUNTY, DIRECTOR OF UBLIC WORKS <br />revisions <br />description <br />date by <br />I/ yF Gros 1 <br />Additional <br />Pry Hole —� <br />Pick Hole • <br />- <br />PLAN <br />ass Iron Skid <br />Resistant Cover <br />Cover Markings <br />Jan! far yy .7r"e wer, <br />Storm orain or <br />San/fary ,Storm <br />Cast Iron Frame <br />v7dry Iden t! f/G7f/on <br />re. (OPtiona/ <br />M.chined <br />.Surf�es s <br />26%" <br />25/i2 _ <br />Taper 4 �l <br />1 <br />� a <br />24" _ 1i <br />_ 31V <br />SFCTiOiv, <br />Ma�hinCd . <br />.5urfa ces <br />OP T/ONA L <br />NOTES <br />/. Manhole Frame and Cover to be "eHOEAIIX P-/090N or <br />"PINKERT4N A-ev24 or approved equa/. <br />Z. Cover shall be designed fo withstand H-20 Highway Loading. <br />3• orpnye and Cover shell be fully ►machined I'o assure <br />intc changea6ilit y and C/o —se, gv1d tt fit`. <br />MANHOLE FRAME 81 COVER <br />Feather where necessary fp <br />match existing. Typ, both sides. <br />I Match existing Linecui pavement <br />i ( before exc.7vat/ng• <br />Ca'p4 o a o 0 '��'o ° -- Subgr.;do <br />• . 6n 7,7Jarr�i/ <br />Pyvoman t Section shall - <br />be CquiV�Iant to exi�tmg +' <br />pavement but in no case o Compacf in 12"max, layers <br />less than 6 ofABand.3 AC %) , to a min. relative compaction <br />on a Class A Subgra®e. is of 9Svc, , s <br />ALTERNATE <br />Deep lift A C, section of <br />G"i»in . or Va the thickness <br />of the existing structural <br />--o.o.t so' Gom act in 2' la crs fo a <br />stetian, whichever isgrcater. f minimum re/afivc compacfion <br />of 80 % . <br />i <br />7 � , <br />rr <br />- <br />rM�c, h+1tc. <br />r <br />Bedding detail i''s for <br />pipe barrel <br />TYPICAL secr otv ern Ex is tin-_q Improved streets <br />NOTE5 <br />I. Contractor m.7y at his expense excavate Co"below the bottom of the <br />Otorn <br />e and replace w„ ►h,sand oregQregato subbase in lie u,of shaping <br />of trench to fit pipe, 6ariE1. ,Joints shall be shaped in eiCher case. <br />2. When french and excavation is 1n existing paved streets, replace <br />pavement (Von each side of trench, <br />J. Trenching ir, easernenr s and other .areas not in street R%W may be <br />blckfilldd with n.ativC material to a rdl ativG compaction of BO'% , <br />4 When shown by Sal composgrtion and C0rnp8Cb1ka)i, bt , <br />�Jine&14 Per cent C10 °ro) compac6on rnatj§ Joe used , <br />when approved bg &he lDir-ec*or• op Pubbe- wor'k6. <br />5. Mature paving' that has become brittla in the E. ginver 5 ,judgcr»o»f, <br />shill be line Gut' with .a dla►nond saw full depth . <br />Standard length of Asbestos Cement Pipe <br />Str-2pp,ng - - <br />I I J] <br />12" !2" <br />1 �v t`sf or St r,0 prey <br />\ Z"x4"Unfinished Redwood Skids 4' ony <br />(ravelled at teadiny 0,* • 4 skids per <br />length of pipe. <br />Steel Casing le`Max Stccl <br />St�ndrrd /enpth of V.C.P. <br />- --- Pipe <br />�"' r ..binf y Pipe <br />12' <br />! 4"Skids for r."0eV.CP. I <br />J"-4'Skids &rlox!12'vCP I <br />(NitcMato bsrpowd) I <br />StraPPin9 -' � r � .4 <br />tSca/ ends of casing <br />+na+ Vary With RubbcrSeat, <br />PhCo sleevc4ype <br />G50 casi .g.seal or <br />�rave,d 01U.7 . <br />S TEE L CA 51 NG SC14ED UL E <br />ripe Size CisinThick Rubber Sea/(Plico) <br />? <br />Co Asbestos Cement 12" 1. D. Vic" Pipe i '� C3sin9 <br />B" Asbestos Cement I /6' L O ye," <br />10" Asbestos Cement I l8" /. D. %4'r <br />12"Asbestos cement Z011.0. N <br />AWAW <br />6" Vitrified Clay 14" I.O. <br />8" vitrified ID. ( %•" <br />10' Vitrified Clay 20" 1D. <br />12" Vitrified Clay <br />IVO TES <br />1. Casing sill be installed by r`hc J C1<1 /7yy or Baring Method. <br />Z. Casing Joints shall be rci ther welded"Or ri ve to type . <br />3• Redwood Skids shall be orovided as per dejail about . <br />4. Size ?nd thickness of Cas/rrg Wall shall be as shown in Schedule. <br />5. Ends of Bore Ho/e shall he seated ro pre vcn t entrance of fl'!l <br />matcrrll, as required. <br />Co. A Joint shall be /nstallcd atcnd of CasingPipc. Scc Octail, <br />7. Casing of larger size fhan shown in the above Chart or Casing <br />for Pipes I-2rger Phan 12" shall hc approved by the Dire C for of <br />Public Works, <br />JACKING DETAILS FOR VITRIFIED CLAY_ AND ABESTOS <br />CEMENT PIPES <br />r Nc w Sfrec/ corn s fru c fi or7 <br />� rl <br />3-a <br />-�' ✓'5% CompaGl'iori �~ <br />o.D.+ 201/ ' k <br />MOK , <br />c9D% ccwrpac f i orb �� <br />N � <br />M <br />7 <br />10 0D, Ip�� <br />l+ o � Mix <br />W\Wr------.---- <br />TYPICAL 5,5crIoN ;n New 5't`rcct Canslructivr� <br />.on a' Un;"ri roved Street ril ht`- of way oyr Evsc•r;cr)hs <br />NOTE: <br />Trench Shoringg is required in all ♦rsnrh&& over S fa44 <br />ihdapill per CALOSHA STANDARDS. A sa.persi , bud <br />I}em is prolitdeA for a 1A work to car►#brmtng <br />+0 C^LoSNk rcjeiics.menfS. <br />TRENCH SECTION NO. I TRENCH SECTION NO. 2 <br />4 WONG ENGINEERS job no. SAN JOAQUIN COUNTY IMPROVEMENT DISTRICT SHEET <br />date <br />PLANNING . ENGINEERING . SURVEYING scale NO. 48 WATERLOO- 99 SEWER ASSESSMENT DISTRICT 12 <br />V; STOCKTON, CALIFORNIA drawn <br />OF <br />Q AU-M R.C.E. No.-.142s3 design check DETAILS <br />FILE <br />MltknD ON DIRrD NO. 1*90N GLtAArylIMT <br />