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trllee*r tl1p�•Crlersla Nj..Ar <br />o wu TV" NR sin lee it r <br />belt a 06~0 «� <br />1 - � I . 1 <br />I l , 1 <br />1 <br />1 <br />. I <br />• heretwo 80- - w! lCrS <br />tmw aeo a-c <br />ra s' .wet grade <br />D&A" Fir awft ed <br />ter Wens. <br />TYPE "A" <br />twleetrre sips- Cebt. Ill". <br />Cade W.V. W sine <br />%sear or ----'---- <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />« T <br />L <br />s•es• deRee ' <br />strrstrret grade <br />Ilsdlwed. Meeted <br />terlllI er treated L <br />Do�Me f'h eerfasad � <br />frtlr wilea. <br />!an <br />t aerrw.d" le to se ryes as srew R/w <br />: `lrtsesrs ss se MwtM .ems so" a <br />sees r Yrerisr M" been w-ire <br />Lll awc err a *woo" plell <br />BARRr ,DES FOR <br />TERMINATIN2 __STREETS <br />Top of paranw <br />grade <br />Precast reinforced eoncreN <br />Wade adjustelsnt rings <br />2". 3. 4' 9 Go sections <br />as rsgwod <br />Precast reinforced <br />• <br />concrete cone. <br />All joints Inorured <br />banded wilh mortar an <br />both interlor and anterior <br />• <br />surfaces. <br />Precast reinforced .10111* <br />pipes. ASTM C41M 040 le <br />+ <br />• 4 <br />prover etewt,oe. (I', 4 S. ei <br />• • <br />END <br />ale.-wlf <br />Hery Cads <br />rfll <br />0* -calif a" <br />I � Wed. Two ten <br />L tt N <br />Cost iron From mid Coiner — refer <br />, Is InWovenlsrll Standard No. C-S <br />PLAN VIEW <br />28 <br />22 <br />SECTION A -A <br />NOTEl Grote shall be fastened to frame <br />With i0'7 x <br />FRAME 8l GRATE <br />(.18" STORM DRAIN INLET) <br />NOTES <br />1) Frame and Grate shall conform <br />to Improvement Standard No. C-T. <br />2) Two feet minlmum below finished <br />grade in new development. <br />In existing streets, may be less than <br />W with the approval of the Engineer. <br />PLAN VIEW <br />See Note I <br />M �' �-G—ode rior ti <br />Orngo <br />�Morfar <br />4' "Vlore as ra*l I <br />• I-on.esl ', tip'• <br />IL o <br />it <br />is" R.C.P. , C1.M <br />:z <br />Close ' B• Concrete for 9 <br />pryO0 boss. PI cost boss �� } .. �',• ` . � <br />— moy be used if approved . .! , + N <br />♦ M • 4 —_i <br />by the Engirneer. `Ip � •,=• 1 yea.:�� <br />r <br />` � ELEVATIQ,1� <br />Class le Concrete <br />q C <br />U) STORM SEWER MA <br />_NHQLE <br />SECTION A -A SECTION 8-13 <br />No.19638 x <br />NOTE : A i- t3' canal Il woe lwy be wed It aWowd by the Ei gwAft K Up. 9.30•89 IBtt STORM <br />Z �sr CIVIL % <br />OF c0 DRAIN INLET <br />NO. DATE REVISION$ sY DESIGNDRAWN e,r J, � APPROVED <br />s FtTED S e-- <br />R-C'E• DATE 1 ,.. SAM JOAQU1u1,COYNTY aRtCTOR or PUBLIC wORI[si <br />•F�'in�►srfen /Va w• roe irrerrM and Cover <br />wiPh •9i-W-Arry S*wdre� <br />�c•��� <br />Grl .,n p/oCe Grade X/l • os <br />ere uirsd <br />� � a' Q . <br />-oofre rlf (where not <br />117 treVelled way, /sous <br />sv • <br />:� s. '• ; /14 H •cover G'• above <br />/'r`�v `• no>f�.ro/ ground.} <br />Gror� Larrr •� Df , t 0 Min <br />�rrtosf Reinforced <br />s %+ Concrete Cons <br />• <br />oln� Tl461wdv, <br />o�isi�y��. <br />v <br />u� <br />' �' dio Precast <br />Rs:tnforted Concrete <br />• w ` •� - f 3ectlons and Cones <br />w , ton{orMing to <br />r " sew ASTM C-470 <br />o <br />a <br />- •"� .ti • •' Hand finish slopes <br />.. ' . • ei : . yr' . C <br />• • • • • ' Undisturbed Earth <br />J40r d Use C/osj as cannel; for *I/ see00Mo. <br />2) 7YPE -Y 0,4NAIA E fo have eecen�r-ic coneA <br />TYPE I <br />SANITARY SEINER MANHOLE <br />Nt5 <br />A0" (so' qlw) <br />29' t JO' R/w') <br />i• Mwx. l <br />/r p1t' s Yw�irl/s <br />TAi��/sue iJro� • • - - <br />C/Iva-Orl <br />• �': r • f - <br />,essX Ar/ <br />� GAr�sry O-t/J CoAs�r/t Li/ <br />,a�� � ! - - • �. • ; • ' is /:' .ee/i � <br />AQ•1 Fidvw (oar N40M AGV. !) <br />.3 <br />Ze /Jr• eels 4f s i�.r ,• . - s/Ie�r+ (� +ens � <br />.00 C. AVl D//Isc/1 ......... . <br />• . P r- G• y �ws� <br />• �arvics Lirsei/ <br />JrEi! r /Viw✓I�•.I�t 9iiiri�y oisliiGr' , �in�r-r !t/. Ni. t!-e <br />SERVICE LATERAL CLEAN -OUT <br />r. <br />NOTES: <br />1. Contractor may substitute long -radius P.V.C. bend, if <br />available, for the two 22 1/21 elbows and 2' spool. <br />2. Cleanouts shall be installed on all sewer 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 ASTM D 3034 - SDA 35 with rubber <br />rings muting the requirements of ASTH D - 3212. <br />4. Cleanout riser and fittings shall be of the same diameter pipe <br />as the service lateral. <br />PIAZZA <br />Ct'iVIL ENGINEERS <br />SURVEYOR s <br />31113 MR ELM ST. LOCI, CAL1114 <br />■sfa <br />fll40 il fltowCke-elNis <br />SAUMEACH <br />DETAIL <br />10 <br />s NOTE: (T". All Lots) <br />I. Unless other•riise noted, services to be <br />at center of lots. <br />2. Services must of 3 feet apart on mefa <br />1-ine i ■laimian of 3 feet from valves. <br />3. All water services shall be upstream of <br />FH valve in cul-de-sac. <br />—� r— <br />Lee <br />S W <br />SERVECES A"" <br />TYPICAL L <br />OT <br />Srist� <br />%rk waits <br />L j� <br />�fo% *Qvjv�,rm;s rJ <br />UkDIRGROUND <br />UTILITY <br />LOCAI'101V <br />IN <br />i DIreefion of flow <br />' Support wrth <br />Concrete as shown <br />�i <br />a� <br />PLAN <br />Al o/ woirr <br />/~ woeee oerrl <br />sia* 0,0.rjrffl <br />Ito <br />Dia a <br />Stenderd From and <br />�� <br />cowr Asaels * <br />A- C - ' <br />No <br />* <br />. • . . . <br />bed l«idlr swrM menw Am <br />desenteM Sell F.'do <br />e a 30r Men Pill With <br />rllific lira linens <br />.'TYPICAL SECTION <br />i � liaised Lellen <br />auf o� fps/ rfii�' Sfleet. <br />EL EV.4T/ON <br />w000eR10" SANITARY DISTRICT <br />WYE BRANCH <br />SHEET <br />moterw I Calf Mso <br />SECTION A -A <br />SURVEY MONUMENT <br />V R ASSEMBLY . <br />WOODBRIDGE GREENS <br />UNIT NO 2 Joe NQ 8394-2 <br />SUBDIVISION IMPROVEMENTS FILE <br />tdQ <br />G-78 <br />