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s^ a I1..TEUnless otherwise) noted, services to be <br />e <br />olA.- sNOLEs a at center of lots. <br />2. Services minimum of 5 feet apart on Main <br />I"" 1'" <br />zr a American DrJtch foundary �'PsnArert®n .+6A�+. 4•62¢ Frame orad Cover Manhole Assembly t -tine a ainilaa of 5 feet from valves. <br />PICK MOLE 1" 16• r' with 1air111ary 9BN"er �� Cor'/•r• 3. All water services shall be upstream of <br />-», ��\ Ia" T /eOf I Lor FH valve in cul-de-sac. <br />• /- 13} O o i o O Crroof in p/oce Crreside Rlt,l os <br />/ i • �� _ 0 PICK HOLE Gcvr✓a14 > regVOree LOf <br />A " ; , tl A ~� aouALLr sv"ecEo A O OOO O a A Ce//qP r--Pdvemerrtf (Where not rG- <br />¢ trova/!sd wo /cove <br />.-------- (------- m :.'�� i. : � M',r core: G' o ave 5 5 <br />12' i ; /'retia o• • noturo/ grof✓nd.� t R/W <br />I i Grout Layer \B " +i I I _ • ea :•/ t M)n 1 . <br />/Qt3ar0n/ '//6gsiibleSferrfi.Cf 7•D1ASECTION B -B e/ <br />1 x17 PICK HOLE Precast Reinforced E <br />O <br />e Concrete cone <br />QL <br />PLAN <br />Qra <br />r•rei'�itA,r< <br />s•�ewi/,t <br />VIEW ~ ►. �� ^ •• SERVICES N>•� <br />IT'12• - •/ c Morfor o//. joint i$ ._ T Y PI CA <br />L L O T <br />,. t..—:,• -..t <br />4 151 <br />�tl <br />r— 91 1 4lill lip <br />_.hf.. I I � l .a <br />r i- h •I °�. 4' dio Prevost <br />Lilt. Reiniorted Concrete <br />311• ;r � e ,Sections and Gonse •._ � • , <br />s/reel <br />. conforming to t 2 s <br />SECTION A -A N `e• ASTM C - 47a <br />SECTION A -A r 4' <br />eTEEL MR VENT -OPTIONAL rl <br />�G_G • >•• e4ssi eOL/t• OI /YOACE•� AMC <br />. <br />st/ewo�.t <br />w 1 T .` : Hand finish 9/apeslb <br />r_ i •:,.� <br />�•- a}'� I e , O D <br />SECTION B -B SECTION C -C 4',% : o' taw C.'.' �rQr I Ti/ijAeee <br />' dlrri c M osis r. r. - <br />' • ' '• • • undisturbed Earth pec eic/1iVi <br />�lfrwsis e p l riOM sireer- <br />lsA► Y�sYy V <br />o ti�3 Set roll J./t <br />NOTE, Frame and Cover shall be <br />machined to assure Interchangeability y <br />and a close, Quiet If it. Piirsvry 5L e/6 O! ��i, <br />Setondirfr Srie�r <br />Alote : /) use C/05e •o • Coneref a for all sectiono. '- <br />FRAME 81 COVER FRAME 81 COVER 2J 7YPE II OWNfJ0l-E to have eccel7Xrle e-oneo% <br />(SANITARY SEWER CLEANOUT) (MANHOLE) �lo� & ho/ f` <br />ry)0E z <br />SANITARY SEWER MANHOLE UNOERGROuNp UTILITY <br />L CA I N <br />_4rei A• AA.rle <br />I 12' <br />'aro' (io' At/w) 1 Dia or Sar <br />2'-6" is (sa �./.✓) s 6" 5C~ dA 'etc/ <br />6" 2,-0" I d • Med. , <br />/r •ii - + Vi�iiO/s <br />Broom Finish I• TArei e'e/ <br />Oa/ PIAf -• . <br />Broom Finish Si/sivi� t - + <br />�LLeveI Line •a . A !. "� .: • •: . • , <br />I.. <br />i..i.: • N� Depressed :este/•.4, II 6 • . • �• 4 • <br />or S in <br />o :.errs .:••:.._..'_''"..:..:<:. o curbW to idantify \.. <br />;;:'.:• " -" !::•':.:: .-. .' •� - service locations I • <br />. " ....:..:..,,•4... Christy Y-/ P/otectiin Box ir/ 3rvw MaswuM <br />... .. <br />(/fiif>y D-t/j Go�cie/e Li/ 77Mda4w <br />.:.�... _ <br />' ran 30 it" Pfn wl <br />eerlter <br />s • :`:.2:: th <br />OaN sell IderditieetioR leaven <br />b" Dowels 5 or-s/BDia. X 24", :r:::e•.,...r,. •:r:::.::;'•:'i' PY. G. R/JG�. Len�r/1 ...... - • • t2 % • De// * S/i'et P Ke- <br />1� aced 12"ore. reused and se �/ o • � f/A&w TYPICAL SECTION <br />W g .teq- (•tax No/i tib. !) <br />wrapped one side through <br />every expansion joint. <br />CURB 8< GUTTER t • ce.,9 '✓G - 5/ei/. <br />Cost iron From. and Corer - refer W - Water line <br />lmpronnwN Standard No. C•S ' <br />Top of pavement wade 10 $ -Sanitary Sewer lino si <br />.r - <br />i <br />tt%De/i Kc. w�;P <br />Precast reinforced convex A /Oow (•mad No� Ne. /! A <br />j tai SURI <br />Wade adjustment rung. , <br />2 ", 3". 4. 9 6' sections • P. ✓. c. /✓ya B//iPL/) .. .......... 1 1 <br />as required <br />?ervi4e Ci/sii/ 1 <br />nri � <br />. ONU <br />Precast reinforced e <br />" . <br />I Variable 2•-0 •� 1 � 1 <br />concrete corn. '" • 0n, j�" Raced Lef+ers `\ <br />An joints mortared and " •. _ _ `�+ - <br />banded with malar on - <br />both interior and exterior s. Mn Broom Finish Weakened Broom /CR + w.wier./fie Jiiii>iry ois>iiar ,int/wt std 'Vo. &-a <br />surfoces. <br />•� :'4 R a' 12' Plane Joint Finish Level Line <br />Perones reinforced maMole o 7Daae • t% per I' _ 6 1 SERVICE LATERAL CLEAN= 0 UT F;�» <br />_I Lif► <br />pipes, ASTM C4TB.edpet to "" 4'-0" Dnortl ' e w f j' • w ,Di •,. P •' .' o r.+ >' �/ R r N r I•nommmmmo Holes �E••• +• Mesa", Caen Iran <br />proper ewoton. 11,2' S. B ►. 4 'a s �" <br />4' sections as regwed.i •, lowest N ' . ' a : - •. } -X° _� <br />NOTES: <br />r > I ; 1. Contractor may substitute long -radius P.V.C. bend, if ' <br />N — <br />f <br />Dowels pis or38•Dia x z4• 12" � #S � available, for the two 22 1/2' elbows and 2' spool. 1 N <br />:. spaced 12 o.c., greased and <br />f r wrapped one side through2. Cleanouts shall be installed on all sewer service laterals <br />N1. 19638 <br />4 • �1 1•►• " —T . <br />c1a„ B Comet. for o every expansion jam. at the edge of the right of way as shown. <br />CURB, GUTTER SIDEWALK <br />base. Pre -cast bare 81 <br />may be used if opprov,a NOTES 3. Cleanout riser and fittings shall b! Polyvinyl Chloride _ <br />by the Engineer. i. Construct expansion joints iD 200' maximum and at returns, around light poles, (P•V.C.) pipe conforming to ASTM D 3034 - SDA 35 with rubber I=• t or�.f. • <br />hydrants and other fixed objects at sidewalk. rings meeting the requirements of ASTM D - 3212. <br />2. Transverse weakened plans Joints shall be constructed (ql 12 maximum Intervals. <br />ELEVATION 4. Cleanout riser and fittings shall be of the same diameter pipe <br />STORM SEWER MANHOLE as the service lateral. SECTION A -A <br />SURVEY MONUMENT <br />NOTE : A r- 6" oononN carte may a used It oppaved b1' NM EtlgMeec <br />FRAME 81 . COVER ASSEMBLY <br />t NO. DATE REVISIONS By APPROVED : Hen M. Hirata RCE No. 21258 <br />DESIGN DRAWN er �' B A U M B A C H &, PIAZZA " TOWN SQUARE 11 sNE`v 7 °P <br />CIVIL ENGINEERS <br />DETAIL SHEET JOe ND <br />SURVEYORS <br />�—as= W. ■LM •T. LOOT. CAur. FILE 9 /I <br />fsa4a PM:Eon-aalu-oslo SUBDIVISION IMPROVEMENTS N0. li '-j' <br />R.C.E. /9638 DATE SAN JOAQUI114.000MT7 DIRECTOR OF PUBLIC WORKS <br />