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I.f..,. wp-cwt..+. ►•.... <br />grr.e»e code T». RR she Wit to ft' <br />bels IS washers r—st <br />I I <br />• I <br />a�•wi•+r <br />grads <br />•Pinlrerion No. <br />Rased IZ'a OL -C <br />Pissed l <br />Precast reinforced Concrete <br />! <br />rs e aI.■t Wed• <br />G�crefc <br />�J.. <br />s'■s• dwe " <br />Dmeta Fe aateesd <br />as required <br />street" tired• <br />few ■Ase. <br />required. <br />R.dwed, "Gored <br />L• <br />o <br />tbwNeB or trostd <br />All jointo mortared and <br />Dsrebe M wtww <br />A57M C-478 <br />rn travelled way, /eove <br />low dens. <br />r <br />Mretl,• 3'es' Cdil. Mry. <br />Code W 31, sw Sim " <br />Center a - ---- <br />TYPE <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />li r M r ads r atrsr WIN <br />!embeds Ia M prl.d rYb rile a <br />web I TAnior Atllya 1b.. M -gree <br />&AWAf w e WWOOlib POW <br />BARRICADES FOR <br />TERMINATING STREETS_ <br />Top of pavamsnt <br />grads <br />•Pinlrerion No. <br />A. for FraMdr and Cover <br />Precast reinforced Concrete <br />! <br />grade ediuelin"I rings <br />G�crefc <br />2. 3-• 4. IS a' sections <br />Grout in p/oce <br />as required <br />Precast reinforced <br />required. <br />concrete cons. <br />L• <br />o <br />• <br />All jointo mortared and <br />baled with rtlort« on <br />A57M C-478 <br />rn travelled way, /eove <br />both interior and satoli« <br />surfaces. <br />i <br />M N ,Cover ti'• obove <br />Pncost reinforced m I <br />plpa. ASTM C47%odplsl to <br />- <br />• <br />`• <br />' <br />proper simo tlol. 111'.2'.3'. A <br />I <br />e <br />I , <br />E;ND <br />' coil <br />Now <br />• i Noy Cede <br />Mil <br />op-cdir ".y <br />I � f:ede Tra. RR <br />s <br />1. <br />it <br />TYPE 110811 <br />Cat iron From and Cow — refer <br />Is lawawrtnnl Standard No. C-3 <br />S• Ian. <br />4 actlom as rspsedl • lowest y. <br />It <br />1 <br />I <br />4•� �•.• CION 'B'Concrete for ' <br />basis Pro -cost baso <br />may be used it opproved <br />by the En"or. <br />ELEVATION <br />STORM SEWER MANHOLE <br />NOTE: A t -B' atlaata Cara may be wed If osPrthrod b ten foginese <br />DESI" DRAWN BY <br />SU ITT ED By <br />R.G.E. w. F1 DATE <br />PLAN <br />oireclion o! Plow <br />Sopporf with <br />concrete os shown <br />Termil�ore in 55. G/eon <br />Out. See Oeeall 11115 <br />SAccri. <br />EL EVATION <br />WOODBRIDGE SANITARY DISTRICT <br />WYE BRANCH <br />APPROVED <br />1! <br />SAN JOAQUIN,COUNTT DIRECTOR OF PUBLIC WORKS <br />1 <br />e Morfor o//.Join,! <br />AdI <br />y��. <br />d' dio Precast <br />Reinforced Concrete <br />w <br />d <br />•Pinlrerion No. <br />A. for FraMdr and Cover <br />! <br />with '5,ff#T *J -JV 'SOWOr• iir Cowl <br />G�crefc <br />� <br />Grout in p/oce <br />Grode Rings - os <br />p. r• x <br />required. <br />. confforn'iinq to ' <br />Cel%� •� <br />o <br />vement (where not <br />A57M C-478 <br />rn travelled way, /eove <br />sv <br />fr i <br />M N ,Cover ti'• obove <br />/♦�vifl: <br />• <br />`• <br />nofuro/ ground. <br />Carou>`Lojti/ <br />I <br />e <br />: <br />, <br />90 min <br />•/ <br />Preeost Reinforced <br />o <br />% <br />Concrete Cone <br />1 <br />e Morfor o//.Join,! <br />AdI <br />y��. <br />d' dio Precast <br />Reinforced Concrete <br />w <br />d <br />! <br />Jetlions and Conee-- <br />� <br />>' <br />. confforn'iinq to ' <br />- <br />o <br />A57M C-478 <br />Hand finish slopes <br />L Sir. <br />V. <br />Undisturbed Earth <br />\ <br />\�� <br />Welts: <br />i)Use C/a" •O' CMAegrelis for <br />o// leeill"ons. <br />2) 7YPE II M4NNOL E to have <br />ecce /i-ic cones <br />TYPE I <br />SANITARY <br />SEWER <br />MANHOLE <br />TAisi./s.I A-10,.............. <br />Ao / <br />Jr <br />Gdrisly Y-/ Prr/ictiin Dex 4s'G/fii!/y O-t/A Glvsrs/s .Gil <br />F/AOw (rtes We/M. /J <br />! Jas N!/1r Ni. / ) <br />a/Iow (Sas Ni t Ni. /J <br />4W • /✓. G. wyi .Drii/cA .. _ ......... * Y. G- 3i si/icy !Jbnrer <br />-- Jar✓iw Liters/ <br />/!,! rYi.✓Iri/�I Ji�sitiiy oi!>iiar , /m/wr. ltl. Ni. i/ -a <br />SERVICE LATERAL CLEAN-OUT <br />N. T <br />X. <br />NOTES: <br />1. Contractor may substitute long -radius P.V.C. bend, if <br />available, for the two 22 1/20 elbows and 2' spool. <br />2. Cleanouts shall be installed on all sawer service laterals <br />at the edge of the right of way as shown. <br />3. Cleanout riser and fittings shall be Polyvinyl Chloride <br />(P.V.C.) pipe conforming to ASTR D 3034 - SDA 35 with rubber <br />rings meting the requirements of ASTM 0 - 3212. <br />4. Cleanout riser and fittings shall be of the saws diameter pipe <br />as the service lateral. <br />swUMMACH & PIwzzw <br />CIVIL ENGINEERS <br />SURVEYORS <br />703 VA ELM ET. LOCICALIPI. <br />sumac PMt EOE-aE'.-EE1E <br />DETAIL <br />lens/ <br />ilsre <br />ter >E <br />SS a W <br />TYPICAL <br />.Mehr <br />K Norge <br />Xrs'cic <br />j <br />.mss <br />See C&- r •V:xr <br />G1rfo// yl�Mr= ahssf <br />SHEET <br />UN <br />RGROUN[ <br />L A I <br />�.•r.. gym. di■wr <br />NOTE: (Typ. All Lots) <br />1. Unless otherwise noted, services to be <br />at center of lots. <br />2. Services minimum of 3 feet apart on win <br />Line i minimum of 3 feet from valves. <br />3. All weter services shall be upstream of <br />FN valve in cul-de-sac. <br />�wiier Sa/•r!u• <br />LOT_ - <br />.................. <br />OT - <br />!S!/ewe%t <br />CINI T.Y." <br />I�dr <br />UTILITY <br />ire.>7 s/war• <br />vi>•ei% Jilt <br />•'lw•1i�ery �y0`� <br />`�l ii»nx <br />I ni. or 31f. <br />Ilr • sf«Id«d F..,. .Id <br />cow ""Bew <br />A. - +. P.CC.. ,.:.• '.i • <br />•. <br />r . <br />URdistlrsed IF <br />lover • m000mm <br />Bessawnt ltll ! s !O It" 11% 1MIM <br />M wwifialka mwm <br />'TYPICAL SECTION <br />A• Rased Latta <br />SECTION A -A <br />Cad ken <br />"FRAME 9 . COVER ASSEMBLY <br />BENSON PLACE <br />JOG SIM 8667 <br />FILE <br />SUBDIVISION IMPROVEMENTS NO. <br />