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ft1 M -0 lees NOW" <br />le <br />tons a eeeners. <br />`Nb W"wo q..arerar <br />toted Its a -C <br />Yee•.rl.tt awed. <br />Deja R Acted <br />fr area <br />I e' <br />Nebo" $".Celt- Nq. <br />Cot w34 WSW" <br />Cow <br />at•ar.- <br />Cawo w <br />A <br />1 'T <br />J. <br />l <br />I { let" WJ <br />setter ' . <br />abasN.d .w <br />Nsdwo, treelN L <br />mw,wm or tweeted <br />paglaa:'M enrfetsd <br />fair eWe. <br />1 � <br />TYPE "A" ;. <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />t� r he r ars W teat WW <br />L bwboms rte rear dna eats/ a <br />soft d Draw Aead mar Ni -tree <br />swearer • er•eseb !rs <br />BARRICADES FOR <br />T'E'RMINATING STREETS <br />Pinkerton Par/ No. A- rra <br />Top w Pavement / L <br />Y <br />Oia. Of Lrve and pipe <br />to conform with <br />adjacent pipe. <br />r <br />--- long ra ius EII. <br />SECT/ON A -A <br />WOOD•RIDGE UNITARY DISTRICT <br />TYPE I CLEANOUT <br />AT END <br />OF LINE <br />Top M porewW <br />♦ads � <br />1 <br />Precast «.inert« Concrete <br />grade edWOWMd .logs <br />20. 30, 4' m s• stetsons <br />as required <br />, <br />Newt to, 11 <br />concrete CoA. <br />AN Ideas «mortared and <br />boded ails OWIN M <br />bole Owner and oateror <br />surfocoL <br />• <br />Precast enforced asodsels <br />pipes, ASTM C47e.9dpne to <br />4'- V <br />Proper elealldrL 11'.2'.'1, a <br />ANO <br />. aIP-wI� <br />Hwy Cods <br />was <br />• C" oar <br />I ��,( Osie Type tM <br />>Ir <br />1� <br />TYPE <br />tea iron Freese and Caw — mfw <br />'0 is awae..w Standard fU. C-5 <br />hlw <br />I fol) — 7 HOLES <br />EQUALLY SPACED --�-,A <br />PLAN' YIE W <br />SECTION 8-8 <br />SECTION A -A <br />x VENT-OPTIOr <br />PICK HOLE <br />A <br />1'n It PICK HOLE <br />SECTION C -C <br />HM, Froass and Cover shall be <br />machined to assure interchangeability <br />and a close, quiet fit. <br />FRAME 81 COVER <br />(MANHOLE) <br />-- .d far f lure ertemion <br />PLAN <br />undisturbed <br />ser;/ <br />Natural Greand or •L/JI <br />Po vemen+ , r l --fi�ee/%±• <br />i <br />P.neenorr parr <br />Ne. A . N. <br />*Pinkerton iva A•i07 FroMe Ond Cover <br />with 'Adan//dry 3eNrJFr• lir Ciwr <br />for equcl approved by W. 5. D•) <br />Groin in place Grode Rings •Os <br />Ccvcref� � regUirta <br />Co/%r ,-PovdrRsent (Where not <br />in travelled wev, /cove <br />•� s : ; M ".cover G'• above <br />�`,r t I c• a nofura/ ground. <br />�autlarrr .rt e. t•Min <br />•/'. Prscost Reinforced <br />e <br />o % ' Concrete Cone <br />t w <br />N 1►` <br />. e arta« o//./oinf <br />f covAtoo <br />�nd�y�l, j• <br />4 • dao Precast <br />_i Reinforced Concrete <br />wEa Sections and Cones-- <br />>I conforming to <br />%% i4' A3TM C-478 <br />e aI Groutl l,N requlredon <br />l00000000P.V.C. pipe <br />` - •' Hand Finish slopes <br />'i .0. d••\ .a. <br />• Undisturbed Earth <br />• c eb. Pop. �_4jr <br />-w' 'ENO V/EW <br />I e as• <br />.yea •- _ F/ow/int <br />Bottom of Trench <br />-ELEVATION <br />WODCSRDI•E UNITARY DISTRICT <br />TYFEIZ CLEANOUT <br />BETWEEN MANHOLES <br />Variable 2'-0" <br />Broom Finish Weakened Broom <br />Plane Joint Finish Leval Line <br />Slime •liber I' <br />•. <br />•O <br />A-- ^+, <br />L Dowels • S rV Dia. n 24' 12` <br />spaced I2. O.c, greased and <br />! te0bans as reared! A LDWGM - wrapped ons side through W 0 0 D 8 R l D 6 E R 0 A D <br />y every tRi)OilClan joint <br />1 0CURB, GUTTER 81 SIDEWALK <br />NOTES: <br />1 I <br />r L Construct axpOnsion joints QD 200' ThORimum and at returns, around light poles, <br />_,.,rY,.�,•� hydrants and other fixed objects O1 sidewalk. <br />2. Transverse weoluned plans Joints shall be constructed @ 12' maximum Intervals. <br />40-4 Claes 'a' Concrete for <br />• <br />basis 14x- cost bele <br />weer be used if approved <br />by the Enprler. <br />ELEVATION <br />STORM SEWER MANHOLE <br />NOTE: A li-ir 0on1 sae tea be used If 0WOOd by eft Eegbem <br />NO. DATE REVISIONS BY DESIGN DRAWN eY <br />7/26181 See Sheets I y e n j% /� <br />© 8 / 9 91 5. S Service la><eral C.O. Wye brap.nch 7 C� <br />aUitA TED By/ <br />R.C.E. 19638 DATE <br />APPROVED BY: K. KJELDDSSEENT <br />W.S.D. ENGINEER <br />DATE: <br />APPROVED <br />It <br />SAN JOAOUIIt.000NTV DIRECTOR OF PUBLIC <br />1t - .T. <br />GO/ <br />IVdI�i : )Use Case •O • eenerd g for ol/ secftins. <br />2) 7YPE .2f MANHOLE eo hart ecceoye is cl►neF. <br />TYPE I <br />SANITARY SEWER MANHOLE-See•Specs. <br />10vrs <br />i•4 . ' — 1 <br />V ed • ririrA0W <br />ThIP0i/t/ <br />i✓N.I-Ori I/r� - • - •!i/IAeri.7 <br />we <br />W.0 <br />..... CAimrly Y--1 AV= nI <br />!- E�rilry O-t/I LMIrrJ! eGi/ <br />rr.c. near,t.ryAP ........ ••• ••• .......... isnr• kit 41 srtli .tr✓.c. <br />iII Adwie F/Ivw' t dire A10M Mr. YJ <br />1 <br />1 <br />Il <br />• • t' LMJ AKC - f/N/. <br />! loco ATOM Ate. I) <br />... tt %A• sea , J �r .rt Ke. <br />r+' • /%Ii�r ! lld�I eVi�r Aro. /J <br />�I • r✓. c. wylr ,tea! ............ • •• / r c- 3ewfrery sbw'io <br />llrria Lr1lAVI <br />it <br />"A IT w w"Ir'WoI V'rwroryl Re%I1i%ir a Ala'00-r• !A/• AY. W -Air <br />SERVICE LATERAL CLEAN-OUT <br />. i• <br />NOTES: <br />1. Contractor may substitute long -radius P.V.C. bend, if <br />available. for the two 22 1/20 elbows and 21 spool. <br />2. Cleanouts shall be installed on all sewer service laterals <br />at the edge of the right of low as shown. <br />3. Cleanout riser and fittings shall be Polyvinyl Chloride <br />(P.V.C.) pipe conforming to ASTM D 3034 - SDA 35 with rubber <br />rings meeting the requirements of ASTM D - 3212. <br />4. Cleanout riser and fittings shall be of the same diameter pipe <br />as the service lateral. <br />BAUMBACH &. PDIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />MIM W. ■LM 8% LOO" CALIP4 <br />Masao PIN: sos-ass-ssis <br />NOTE: (Typo All Lots) <br />1. Unless otherwise noted, services to be <br />at center of lots. <br />2. Services minitmfm of 3 feet apart on lain <br />Line i minimum of 3 feet from valves. <br />7 Vr 3. All water services shat) be upstream of <br />FH valve in cul-de-sac. <br />e// <br />:O l�fi •/ Ave�er semue <br />g Lee <br />SS E4 W SERVICES <br />TYPICAL LOT <br />2' w 3' <br />.Nati«« <br />WIX&IMAI <br />lw�ilJ;ir�e,OL ! <br />abler % vs <br />arca ri wirtt <br />f3/wQwe%t <br />Fe.- <br />era;le <br />IIi/'tilt <br />0iysrlt <br />ruor <br />UNDERGROUND UTILITY <br />L A 10 N <br />i _deb« <br />AD dfe.als <br />Dird6 ion of flow I— �r— <br />rDis, or sl.nd.d F.... w <br />� Custer AesrWr <br />Support with <br />t • <br />concrete os shown �� • <br />i &7N67',gZZ U 8 - <br />• ".' PGC. LiP- • <br />°aesasra !o ran <br />WIWliews Pin "a 1.pd— mwm <br />® -TYPICAL SECTION <br />PLAN <br />&V PUF, <br />Extend to ?I P/ug; <br />and mark with s#cci 2r1x4r', <br />I <br />EL EV.4TION 2L /V <br />NOTES: <br />1) Maintain a IO'edge to edge separation between lateral <br />and water service line. <br />2) New hookups on existing lines requlrrs saddles <br />WOODBRIDGE SANITARY DISTRICT <br />i ftmised Lefts <br />SECTION A -A <br />WYE BRANCH SURVEY MONUMENT <br />-"FRAME 8. COVER ASSEMBLY , <br />DETAIL SHEET "WINDW00D't SUBDIVISION s"EET 13 <br />UNIT N0, I "foo Na 88$8 <br />SUBDIVISION IMPROVEMENTS iso <br />W ban <br />G F24 <br />