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Sockfill with <br />materials equal to or ' <br />better than <br />the existing pavement <br />in quality <br />and thickness. <br />Existing Pavement <br />-_- <br />!- 6" Min. (Typ.) <br />_ -_ <br />0 <br />6" - <br />. <br />Compact in 12" layers T <br />--- <br />- _ <br />- to a minimum - -_- <br />_-_- <br />-�--_---�J <br />relative compaction -- - <br />of 95 <br />-_ <br />�LCompaci <br />_-- <br />in 12" layers -S <br />> <br />--; <br />--_ <br />to a minimum <br />p• <br />- <br />relative compaction DO <br />cr <br />of 90%, <br />J <br />Compact in 6" layers - <br />1Jlax. <br />10 <br />Max: <br />to a minimum 10~ 0 D 10" <br />relative compaction <br />Mai. Max. <br />" <br />Of 90 'r.. 0 D + 20" Max <br />V. D.t 20 Max, <br />UNDER PAVEMENT <br />AND SHOULDER <br />OUTSIDE SHOULDER <br />!NY.t E S 1 <br />1. Relative compaction of materials <br />shall be tested by the Stott <br />of California, <br />Dept. of Public Works, Division <br />of Highway, test method No. <br />California 216 F. <br />2. All existing pavement shall be <br />neatly cut to line prior to <br />trench excavation. <br />3. No jetting or ponding shall be <br />permitted within the street <br />Right <br />of Way. <br />4. * When shown by soil composition <br />and compactibi0y, ninety percent <br />t 90 %) <br />compaction may be used, when <br />approved by the Director of <br />Public <br />Works, <br />TYPICAL TRENCH BACKFILL <br />-5 <br />A <br />n <br />B� <br />J-bMes -bytes -� -6765 <br />wt�• baccel F�t`e 4•��dtavt~� <br />ga1ve born+Cmwleted <br />W Attr2.e <br />Valve boX{eo,l� ++ f, t 8t-+eakoFf Jatin+ <br />Cctnnsrky G- 9 `�"t`a�Ac box T - ♦ ' ' `'s• <br />oLr <br />exA4txASk0Am or egua l) `" Corte red a co l l a r <br />MatiV+ <br />�_ ysQpor+ sleeve w/Rdwd bliss. <br />•r' � •� ��thrutzE block. <br />.:• � • ��' �' �,,�' beartr�g aroma <br />Tyco No. 4o adap+eC- <br />G" -Vlartcged ga4e Valve barrel F.N. eLrry <br />Thru�4 black �1fco No. It 7e <br />mom <br />beactrw� area FIRE HYDRANT'& VALVE DETAIL <br />.. 24'.. .•L 7? •; <br />ig ---i Ii _ 6 • <br />Fi,amt J!, 45;W ' - Pn.Fr/fig <br />A /1/a A 41Db cv- 4: wl - I <br />%4Roo C/..dl� ti <br />I <br />I <br />4 1 <br />a,�lo SECTION B - B <br />SECTION A -A <br />STANDARD STORM DRAIN INLET <br />Cosf /ror/ Fiev»� ons Cover <br />Alo A C.24 w e3p-ras/ <br />%ya o%i�re•/�rn/Gr�dr <br />/ <br />PId COS r+r-�%•�� <br />� <br />�' � •, <br />' <br />6ca�1d'cs avi/�i /norfalr o.� <br />�, <br />• <br />Li9�/! in%lam/or O�1SdX%!Y%Ot <br />Adcosf rdiiil6ict� nsovv�.i' <br />• ,. <br />a <br />o6fisin �rs�dr �/rya/.ice <br />�y <br />Lvwtrf <br />y <br />/�•3ovs/Q'serfio�s <br />�'; <br />�OPf/Cn0/� <br />I <br />4 <br />Cui✓ed Cdc mac' <br />• <br />C/o.ss B �.��rr� 1 <br />re- <br />BLOGK QBT•-I/L <br />TYPICAL STORM SEWER MANHOLE <br />rG'Bars ew /0"% �" F'Bsrs fo'y ra' <br />l7crizoniJll ; %yp) if -�W,& s5`-.-.mars <br />- ----- -ram �_�_ ------ <br />o'a,ar k ' D'8ar <br />A �'F'Bar A <br />1 <br />Flory 'G'Bar11ko6e.7do�difWisS�foB"�ry�) <br />----- �. �/ GCAarTohe.idd'ed%fWIS/1'OrJJ7 reC7y,) <br />PLAN <br />ECCenA-;C Corp <br />- Standard Precast .14s.rr{orccd <br />_ Concrete Manhole Risers. <br />�C Bar <br />Groui E'er <br />' D' Bar <br />id <br />'C'Bar /0 be added he <br />W is S"' to all (TYR) <br />'G' Bar fob e added i f <br />W is 1/" or afore. (TYP) <br />k i kF' rs Cr /o"`/c /f <br />o --444� W io5"or more. <br />pi Le <br />ro <br />jh C/oW �- <br />t� f <br />F <br />VI <br />Z' 'A' s !o" A 3' <br />'B' 82rs Q 20"% t <br />SECTION/ A -A <br />SftsndJrd Precast Rei17f-Orced <br />r' C017CreiC 1W-2nh01C Risers. <br />�E �6.7r Cm each side of Manhole <br />'D' 8ar Ca each end of base <br />TZ. k r <br />'C Bars L <br />W is so cr more. (Typ) <br />1I9 <br />I A' $ars LID IO"% <br />Class �B�concre�e. <br />�••� 1�"max.ay�reyatrs. <br />6rouf srrfoafh all edges <br />of Pipe *Pen;17q. <br />": •IL+B ' BJr5 a 2o"v/ <br />SECTION B-B <br />MANHOLE BASE DETAILS <br />'Wanbole Boat <br />Ca.YA.. <br />Li <br />)E <br />Dimensions <br />•f <br />'A'Bor <br />`a"Bar <br />' C'$y <br />`O�B�r '8'B�r <br />I,- <br />IZ c <br />W x Y Z <br />/O'� <br />hlo. men th <br />rva. 11-eiyP1,7 <br />Afo. 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All Stec/ A 305 Rein%rcinS Sk-el No. 4 e 40-5- Dirnsn5i017s d&/•e 04d fo out. <br />Z. Rein {orcirf9 sfer/ rrrar be ad >;o �a4nif srrr�ll ppea en>`eri�g rr�rrire/a sPdes. <br />3. Wh is }Wo 51x4s of Pwad erl r 1,fdlesv,e a manhole, use dirncnsivAs Ind 9svnti dies for 1ho l'zreJ r size plple- <br />APPROVED <br />TYPE 2 MANHOLE FOR PIPES <br />_ <br />LARGER THAN 33" DIA. <br />Y ! <br />Imo, L PLANO- <br />SAN ,)OAQUIN COUNTY FIRE WARDEN <br />slfAti h%- I_ _ I .... 1. <br />.S <br />APPROVE,( <br />� �- � % � -- -- - is " <br />J' <br />APPROVED <br />revisions <br />WONG ENGINEERS, I NC. <br />job no. 1909 <br />GRANT <br />INDUSTRIAL PARK <br />SD <br />description <br />date <br />by <br />no. <br />PLANNING <br />date SEPT. 1980 <br />6 <br />• ENGINEERING SURVEYING <br />scale n.t.ta. <br />• �--• �`'� <br />_ � �. y t _ � _ � � �... - �,�� -�A <br />STOCKTON, CALIFORNIA <br />drawn 10 <br />TAIL SHEET <br />OF S I X <br />- DA FIRE DISTRICT <br />WATERLOO MORA RSAN <br />A u c u C <br />JO Q IN COUNTY DIRECTOR OF PUBLIC WORKS <br />R.C.E. No. 14269 <br />design <br />FILE <br />c.c.v�. <br />check <br />pR,Nrsa ON o,aro No. I OWN aLiARPR,NT <br />i <br />