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HomeMy WebLinkAbout1803-18• 3 O r Preformed r r expansion Pint l filler aloe16 jd a . 1 Notes: Q/. Th/smetAod to be u$ ed where ohs ' FMON A , ut///ty /!ne !s 2d'oi prtoter to r dtometer and Me clearance between fbe ut////y //ne and M.W.D. I p/pe /s !P`or /I �p Spec/a/ proteellon may be repulsed I If tA# ut///ty //ne frlame/er /s frotbr /A on M. W. 0. p/pe or If 1A cover over the uttl/ty //ne to /Ae street. surface /s m/n/mo/ goof More � /S /P'or /ess a/eoionce between M.W.p I ptp* and the of//!ty //Re. ®3. Preformed exponsion joint fl/ler to comp/y w/fh ASTM dos/pnat/on - Sand bockf//l^ Excavation limits +. trsll/.wlSrrs � Preforoled expansion , .. M. W. o joint filler o TW ' Rsvlslon TYPICAL EXPANSION ✓OAb FILLER P119VTECT/ON rows OVERCROSS/NG OF I+t M.W.O. P/PEL INE CROSS ECT/ON t -- - mutt .A. -F / • -// AMERICAN PUKJC WORKS ASSOCIATION _ SOurHEM CAU14)014A CNA"M +o.n 000r.wll•e fzlrr►I« BLANKET PROTECTION FOR PIPES tlAAolw R>III 22S.p NIN 18 81f 4 uOr, I fu I uk WN tluMsrrro 0`11CMA11 M III ruRre cA:e ISod",; ., 004,e__' _ VMWU_ o-�pa�w AM PLAN ooMeuert P" �aM►g1� oo aletu !Mrs ,,, %"of if ve--==-g-&o_16 s •� •ia'"'' ~ t.wwrd r« +w I ZMM��..• h IMI M w"i•t _ - 1 . • : [.sMnlsN IMII� rr ---i-IIrIA•I A h 1w Ar•Mr MMI-, f ��wl�I • 111 W"f dow of 1♦AMiy • - - •" A'.Aw .l wM oc N''so ,IwM i 4r r i MMaIy~ ef>«rV .,•+•A•Y IMANr IMAM/. � - Y'..1...r "#AV MMh.AN A'MM,I.•M, 1MtrM�1, off" AIM IM &I or /;M• owteAr b� IMI 14A MW N AY r► /wrMYt l! «I hr/+. i Mehr, go. / Y•MwwMM Ar AMr w. rr�w.�I. r ♦MATT I hr pow A.M• N« Jt• h r IWhr. i w •M•M MM'N M I III. CASE I KDOIS (Lid ria.► IJ) I. CASE N 'KDDM • SACKFILG P:K (L.N troldo.ISI II'•/ A,•/ wool s or IMI or "AMI M M.•I asiso .I+AIMF M 06M r also rg1iM • t.)1vb Av •AMM w.r M i.. Mme.. s�A. 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MM ""0096" J MM M •1.•r or,w,M• MN..M •• .,,•/rN. ,.w.w ~m" &,I H rM C••MMr. W ' ' Y•sw Ar PMA Nbrww ` 7 0. .►.• be w.rnN •r,r ft w oft" •w... M •w,M+ MrFM M EMM 4wadodwAm.Lb.wooy �', ,, JJf s Ciww• M.M•. IA.r, wM• Nr 0 of 0" 2.0818 rM .r• w w Pro"" o"" •-w«. /nw 61 C-2000 ` ` AtIIM w ow I, At #SAM III" i I►I V* . :I•*.AI 7 4OW06 rwM .III to ..N N IrMM froom M M 10640.• A » M M.1.•.•.• M.•M M M' •.•, ..1t .r omWii41w.1./ •as" •.I M/ M 4001141M do M PAW r III 1 .111 w •..• A,r •.0 ► w ♦ s ► « r•.Ar•I •o so III het•.I.s at solliblet call A-111 tA1E a KSpNs tU+e lysh• ao Al r, Ar vasol, r ISENERAL NOTES (CONT'D I A A r...• A1'.i•I ♦ M1• tgMrMr o A« 7 Ar IMM A 00116 • r1Wr Ari* .MM alst Nliftl 0 sloe) /MMb A. took NII+" MM 4-U& M r9oI • N MMI PrE BEWN8 dww~ jJ .o S. CAW X KOOM ( Le" F40W L3' I 'Os Wile" wd• on MIs1..bl n III. ►.Mlq; �•+II«.a w IF w .,iw...: r TRE"MS " k andam" we~ s. S. Om Cow a 66604 A" Na k POMMOO . ".Moll bosw of Come i syeftsl 010004 of .Marta• rola was }► � tr J- ft f000ft -aw 1•M #bow Ae • I* •sem" N SIM EArNM•►. Ir1 j - 9 s -- Q I �•� _ � � oN � '�'- '�' fir •#- �' A • � i 1 iNtit i---- -- __}�- I - ---L----� -' - C T----mss----T--r. '�I . til �.... �s - = ss -� � , � • I so ket W0Ir• a • �; 1 111 e O ,N • LI �' � � M W. P,,oII 1. , SECTION B•8 ►1 I ;_ 1 d11+wI Aa / "- � h------;�:----- - ; � -Y oalw e/�rIU. �� I r -r - -- .... ._ .__ .�/q%6•,o,,e , /.we+ ----- --- -- ' i-- --- i'»roGRAY- ex ona%onp.v> ,. /•410 min• • / -jt __ _ __-- I Lt FRAME AND OOrER MALL RE MAO[ Or I T- - CAST IRON CONFORMING TO Tot LATEST A. R.T. M. filler --� - �---`= STANDARDA.S, CLASS NOR RSTTIR. MX@Mt PLATE '.--- 1 j Z I�krM►S IrMII�M 1 �• __ -}-'!1 SIULL=VTCFA- • OTION MANHQI.E _ A. ALL PARTS or THE WUmOLt�RAMs AND COVER EXCEPT � .0 `` `• _• ''i MACHINED SURFACSS SHALL COATSs, WITH ASPHALTUM _ perfures os I„ -u� -- � s :• . • � ' directed by the Wei ' -AME a COM • ; t - 4 --_--- / 1, MANHOLE TRAMS AND COVER MALL SE TRITILD FOR F ` - � 0 ---- I En Aneer, Iola/ ! '. • �.� �� 1 � ACCURACY Or r!T AND SMALL SE MARKED INSETS }- `Q - ' 9 ..., � .- � ,.� • ��� ((''^� >r SECT" A -A UFORE DCUVUV. THE COVER SMALL 01T THE FRAME i" IIY/M _ 41J(IJ� SNUGLT BUT NOT TIOITLY. .- • Vxcee a n0/ to s „FY_ --- . �- .46 MWI sling .. COV9M SHALL SIZAR THE LITTER "D" FOR STORM DRAIN A exceed %P the f R11 -2E I . ; r STRUCTURES. ® Volume of the T CONCf%ETE END BLOC!( r- -a I. WEIGHT'S or FRAMs, oovER. AND PRESSURE PI.Ati SIULL f RECAS k l� ",*A _ ''i D D NOT T MORE THAN Two PERCENT r"M THOSt GIVEN • suPPorfin9 vlvll I nn ^ I TO BE RG DICED FLlJSf / f�//Tf>' ! µ1Itlrb_ ps. WHSRs A MANNoLZ SI4AFT IS SIMMI ED LT SHALL " A ._ �`}- ncrele SWoo�l j E/VD P/ASE. STANDARD PRIMURE MANHOLE SHAFT PER STANDARD , LEITER DETAIL 0%667 DRAMINO I•D110. \ wall to be placed I T A \ 1 • 1 O I. TH,LS MANHOLE FRAME AND oOVEx MAl RE USED FOR f } / 1 , �• HYDROSTATIC HEADS UP To 16 FEtT ABOVE STEEL PLATE. r o9oinS/ undl*stwbe f •1 •. COVERS TOR MANHOLES LOCATED IN EASEMENTS. ALLEYS. t ` 9rOtJr7d 1 f, M AMY ss 1 r �• Aryl PARKWAAD ALL OTHER PLACEXCEPT PAVED I I STREETS fYSMES HALL RE Pf10VIp9D WITH ALLEN SOCKET FET ! ! SCREW LDCKINOOEVICESITHE CONTRACTOR SHALL DMILI. I Q I 1 410 Q AND TAP TWO HOLES 7p A DEPTH OF 111401 AT 10 DSc:IIEEi I II I e I I.� • .fir i TO PICK HI AND INSTALL 114 -OV -114-1100111 ALLEN SOCKET J----- --- �. ati A%t1 . / 1 ��; _ 7A-� �i� SET SCREWS. ' A ° •" 33� i� 11 rswtnts• utwslo.N LBOs ANatttf COUNTY I ! -•---� ---•-- T- -•� ''` 1 • �; _10 • ..» »«.+..• FL000 CONTIIOL asTRICT CR�J�JS C; 7/0 .' �'% • 1 1, • •t-Ot/O /1 SUPjOb/'f%/��, WO/I Shct/I have Q PLAN ' • t-o:ss/ N� : STANDUM PRESSURE • Firm boar/no .:n thrf sub rode e AAA o ix }• s/. l , t , ✓,S„ 11 MANHOLE f RAtrlf a ( and o9oinst the S`in'e o�the �. °S 4 2 1' . •, "1 _ �•AMl - ti �.n w .2121•/ Awr � 8 d i ' z* r.,: ✓ V�ion , , • � •- '' •'' �' RAM V �i- -OT COVER -TOP PRESSURE PLOT I 2. Pre/no%�f:d expons/on 'oint %Iso to IIIA/ Etta .0241 �»- 'per ASTM D -/7A3/ • 73 1t� useo/ ire -�- - I ' w &4s- su/goorl /b� s/'es/,oi/of3- OC N - - 3. /i trench %a///S i� �'� ; 0� o,-rb/ r 121 I O.C. oeasp�e a o/ cen�t�/iri 071 w0 ` , v A�i�� CAncrelP S pO o /77uSJ CGns�ruchd. • V •, yr r t � a 're��(�'h/PfS /i0/� y�,�/ • • . , I U /0 9b X dens/ /n oc o�r� to w �he Ahe ,Q TIMI/ s . s of ,STM S>oro /SSI - 70 may 6e Ure w //./ ou o ors IduTwry srs rEei T YP/CAL UPP FR T Ci OlSTR/CT P/PEL/N£\ / O A - A c lN/�N'A Mss MW a¢, i tt2w t fr' Z1 966 IC -954 7 1 M 7M'� ,t = , �Io .MIs tw#* • to 4 =0It • below SwAsm M/ ftw �-�-- /taw s C �I�/ q�.r -i- O TAI Mpw�dwNrbsA.M M NSM Shwebvl/ Mwrw td s11rN •.SM � wM�rlr°'Prrstrw'M'Arw l av f '""'oft t �,� l 4 ,, SECTION A -A I� / �r Ser* Ir y+a me *A flril r Nsvc'"'Ipl'rsl'i0/97 t qtr .NsAh► N momw Pf `"�I'.Ir/�Aly�t /-OWS'4 1N($ *0 MSI►-ArrocA�ip IMo�M*W Ou1y t P tr30�0VA, N*IJW 4�1KN.iftlJerDOW1M(AMIGKN.AM4). CONCRETE BULKHEAD DETAIL • . • ��• il_- G vow S.M1MN- Iol--- sm Art t -09i 1 IA41 *Ads 0 #w le. 4� , . j• 4 "- _ev �I NOOK OARS 1 ' Mlbre N *Awe ALAI 4% 00, 0.50-t%• IOr f4fawl how At tANI; ' +* NegotflY eek Mrjr Aw Av sucevetlon lArrvases Xf M aMMweIN As o AWj%AIsm 1 1 '�_ - "• d 4LO A+ /AR 0Wk@1 pOIIAgI• d Me &Wj I _ J I ` o1s/Awr is • A>f01•MI - / %ILI- LOS ANOSL[S COUNTY 4 • �,,,,.� r . �_.• Iltrsllll►+caa IIsvINOM. 1 t -011T -•.• «a ««w•w.. MOOO.CONTROL DISTRICT e GirNetwl wo�1 tAa%i lj no`t/rnpoiw'sI "wl 11-5-1v:1.s,,`S=aSTANDARD PRESSURE I , ,worsAo+U or tlor�le a4a+s f�+lo4►A! F % '. MANHOLE SHAFT SECTION A -A � N a•+ -..s. w «o. 0210 • �_ f OI , 04 APPROVED BY ASL Consult'ingPASADENA (818) 792-3096 SANTA ANA (714) 250-5525 PALM SPRINGS (619) 320 - 4220 RANCHO CUCAMONGA (714) 989-8983 R. E. JrZSBZ CAMARILLO (805) 388-2344 "R CORID PRAh10\14" 6-19-90 /1. , EXP. 3-3 • g ENGR. CITY ' r NO. DESCRIPTION APPR, DATE APPR. DATE SCALE FILE NO. DESIGNED BY CHECKED BY R E V I S 10 N S DRAWN BY DATE i - N.T. S. ' P'Iole �4 OF, CQVCa A14l T BAR 5r15A r BAR 8" 4 8"9'/a 18 f R11 -2E I . ; r STRUCTURES. ® Volume of the T CONCf%ETE END BLOC!( r- -a I. WEIGHT'S or FRAMs, oovER. AND PRESSURE PI.Ati SIULL f RECAS k l� ",*A _ ''i D D NOT T MORE THAN Two PERCENT r"M THOSt GIVEN • suPPorfin9 vlvll I nn ^ I TO BE RG DICED FLlJSf / f�//Tf>' ! µ1Itlrb_ ps. WHSRs A MANNoLZ SI4AFT IS SIMMI ED LT SHALL " A ._ �`}- ncrele SWoo�l j E/VD P/ASE. STANDARD PRIMURE MANHOLE SHAFT PER STANDARD , LEITER DETAIL 0%667 DRAMINO I•D110. \ wall to be placed I T A \ 1 • 1 O I. TH,LS MANHOLE FRAME AND oOVEx MAl RE USED FOR f } / 1 , �• HYDROSTATIC HEADS UP To 16 FEtT ABOVE STEEL PLATE. r o9oinS/ undl*stwbe f •1 •. COVERS TOR MANHOLES LOCATED IN EASEMENTS. ALLEYS. t ` 9rOtJr7d 1 f, M AMY ss 1 r �• Aryl PARKWAAD ALL OTHER PLACEXCEPT PAVED I I STREETS fYSMES HALL RE Pf10VIp9D WITH ALLEN SOCKET FET ! ! SCREW LDCKINOOEVICESITHE CONTRACTOR SHALL DMILI. I Q I 1 410 Q AND TAP TWO HOLES 7p A DEPTH OF 111401 AT 10 DSc:IIEEi I II I e I I.� • .fir i TO PICK HI AND INSTALL 114 -OV -114-1100111 ALLEN SOCKET J----- --- �. ati A%t1 . / 1 ��; _ 7A-� �i� SET SCREWS. ' A ° •" 33� i� 11 rswtnts• utwslo.N LBOs ANatttf COUNTY I ! -•---� ---•-- T- -•� ''` 1 • �; _10 • ..» »«.+..• FL000 CONTIIOL asTRICT CR�J�JS C; 7/0 .' �'% • 1 1, • •t-Ot/O /1 SUPjOb/'f%/��, WO/I Shct/I have Q PLAN ' • t-o:ss/ N� : STANDUM PRESSURE • Firm boar/no .:n thrf sub rode e AAA o ix }• s/. l , t , ✓,S„ 11 MANHOLE f RAtrlf a ( and o9oinst the S`in'e o�the �. °S 4 2 1' . •, "1 _ �•AMl - ti �.n w .2121•/ Awr � 8 d i ' z* r.,: ✓ V�ion , , • � •- '' •'' �' RAM V �i- -OT COVER -TOP PRESSURE PLOT I 2. Pre/no%�f:d expons/on 'oint %Iso to IIIA/ Etta .0241 �»- 'per ASTM D -/7A3/ • 73 1t� useo/ ire -�- - I ' w &4s- su/goorl /b� s/'es/,oi/of3- OC N - - 3. /i trench %a///S i� �'� ; 0� o,-rb/ r 121 I O.C. oeasp�e a o/ cen�t�/iri 071 w0 ` , v A�i�� CAncrelP S pO o /77uSJ CGns�ruchd. • V •, yr r t � a 're��(�'h/PfS /i0/� y�,�/ • • . , I U /0 9b X dens/ /n oc o�r� to w �he Ahe ,Q TIMI/ s . s of ,STM S>oro /SSI - 70 may 6e Ure w //./ ou o ors IduTwry srs rEei T YP/CAL UPP FR T Ci OlSTR/CT P/PEL/N£\ / O A - A c lN/�N'A Mss MW a¢, i tt2w t fr' Z1 966 IC -954 7 1 M 7M'� ,t = , �Io .MIs tw#* • to 4 =0It • below SwAsm M/ ftw �-�-- /taw s C �I�/ q�.r -i- O TAI Mpw�dwNrbsA.M M NSM Shwebvl/ Mwrw td s11rN •.SM � wM�rlr°'Prrstrw'M'Arw l av f '""'oft t �,� l 4 ,, SECTION A -A I� / �r Ser* Ir y+a me *A flril r Nsvc'"'Ipl'rsl'i0/97 t qtr .NsAh► N momw Pf `"�I'.Ir/�Aly�t /-OWS'4 1N($ *0 MSI►-ArrocA�ip IMo�M*W Ou1y t P tr30�0VA, N*IJW 4�1KN.iftlJerDOW1M(AMIGKN.AM4). CONCRETE BULKHEAD DETAIL • . • ��• il_- G vow S.M1MN- Iol--- sm Art t -09i 1 IA41 *Ads 0 #w le. 4� , . j• 4 "- _ev �I NOOK OARS 1 ' Mlbre N *Awe ALAI 4% 00, 0.50-t%• IOr f4fawl how At tANI; ' +* NegotflY eek Mrjr Aw Av sucevetlon lArrvases Xf M aMMweIN As o AWj%AIsm 1 1 '�_ - "• d 4LO A+ /AR 0Wk@1 pOIIAgI• d Me &Wj I _ J I ` o1s/Awr is • A>f01•MI - / %ILI- LOS ANOSL[S COUNTY 4 • �,,,,.� r . �_.• Iltrsllll►+caa IIsvINOM. 1 t -011T -•.• «a ««w•w.. MOOO.CONTROL DISTRICT e GirNetwl wo�1 tAa%i lj no`t/rnpoiw'sI "wl 11-5-1v:1.s,,`S=aSTANDARD PRESSURE I , ,worsAo+U or tlor�le a4a+s f�+lo4►A! F % '. MANHOLE SHAFT SECTION A -A � N a•+ -..s. w «o. 0210 • �_ f OI , 04 APPROVED BY ASL Consult'ingPASADENA (818) 792-3096 SANTA ANA (714) 250-5525 PALM SPRINGS (619) 320 - 4220 RANCHO CUCAMONGA (714) 989-8983 R. E. JrZSBZ CAMARILLO (805) 388-2344 "R CORID PRAh10\14" 6-19-90 /1. , EXP. 3-3 • g ENGR. CITY ' r NO. DESCRIPTION APPR, DATE APPR. DATE SCALE FILE NO. DESIGNED BY CHECKED BY R E V I S 10 N S DRAWN BY DATE i - N.T. S. ' P'Iole C N1lN , t3E BRING �oHALt i • < < , ti " g PSE � f t O.O. OF � • SUTsPORTEO PIPE 500 O P. S. I. PIPE O.D. t vt L1L��...„n . E1�iY1 `P`�•/ -•�t'• T SEE TAB1�! T c N 6EE TR�LF !! FOR 911E CF SRRS t i (T Y P.) 'bEE 'TABLE A. so MIN SPRUNG OF lbPaca PIPELINE - I' SMALL_ SE 4" O.L. _' SECTION C -C 4 dEPr H OF, CQVCa I I T BAR 5r15A r BAR 8" 4 8"9'/a 18 81f 4 S •11" 8" l 1'- 00 i D" lb - O 5 O' 7'-O" e'low12ve 7-1" „ 10"1 Z4 10`-1" • 12-ff30 / 6 7 913 fv`-O" a;_ Or 61- O" \ 1 0/• b 11 a 10" 5 B 6 15" '7 8 ! I I' fo 13 Vi Gz <LX15'CING tADW- MET klAC., 7 O EX15T1t�1(� NOMI-IYIETRUL WIOTN OF DULY 15" 7 10 01 PIPE O.D. PIPELINE + 7 103 Ys 8 I E + „ �4 TYP 174 7 ILL -• fr •- �... 1_ ��- _..�_ . �. .,lids• 1.0 • . I L7, " S ► 15 Sh.` 1 # -4 TY P. _-� EX15"T INCA POWER OR V FI. 1 ra 17W TELE PHOAlfD.UOT - Lnu i -- - ~ • ' ;;''� ° %/t" 't'�1tCx me i�`OR1fiE0 17 18 fie' d '��" TNI C K E XPAN S ION ..�._ ._.-.1.1.1.1 i e . EXPAN510N J011j'T MM TRIAL I •= `A, - JOINT FILLER. MATERIAL Z3ETWELIJ' PIPE R1J0 t ''•� ,' 3000 P 5.1. r '-' dt ' J! �_� ,#,�,. • ,: CONCRETE SUPPORT .: _go i ,• -7A -, .441 r :�= •F' - - - �� f - = i; CASE I , NO SLRLE SECTION 8-13 ' KO SLFIIL.E - ; ' TA R I r A C N1lN , t3E BRING �oHALt i • < < , ti " g PSE � f t O.O. OF � • SUTsPORTEO PIPE 500 O P. S. I. PIPE O.D. t vt L1L��...„n . E1�iY1 `P`�•/ -•�t'• T SEE TAB1�! T c N 6EE TR�LF !! FOR 911E CF SRRS t i (T Y P.) 'bEE 'TABLE A. so MIN SPRUNG OF lbPaca PIPELINE - I' SMALL_ SE 4" O.L. _' SECTION C -C 4 dEPr H OF, CQVCa I I T BAR 5r15A r BAR 8" 4 8"9'/a 18 81f 4 S •11" 8" l 1'- 00 i D" lb - O 5 O' 7'-O" e'low12ve 7-1" „ 10"1 Z4 10`-1" • 12-ff30 / 6 7 913 fv`-O" a;_ Or 61- O" fo`- !O" 0/• b 11 a 10" 5 1 2 6 15" '7 8 ! I I' fo 13 Vi Gz I Co j'!!: 7 O i P_ 6 15" 7 10 01 1 I 13 I G" 7 103 Ys 8 I E 133; (b 174 7 14' 15 Sh.` r7 1 ra 17W ----- -- ------ . ----- 17 18 fie' d ..�._ ._.-.1.1.1.1 i e 19'fi e I B MIN. BEAR. I I 1 „ leg,-©« 18 a ! 1011 131.0" to' 8'- co" 8" l 1'- 00 i D" lb - O IG -i - 25.0 ti RSI �,,, ND �LRLE TABLE B r- - r �;�l;j� 04102 . CASE 2 NO SC_9LE GRANULAR MATERIAL: GRANULAR MATERIAL SHALL BE IMPORTED CRUSHED STONE DEPTH OF COVER B MIN. BEAR. 0, corp I 1 „ leg,-©« 18 6". 11 `' O" 1011 131.0" to' 8'- co" 8" l 1'- 00 i D" lb - O IG -i - 25.0 O' 7'-O" I8� 7-1" „ 10"1 Z4 10`-1" • 12-ff30 / CONFORMING TO ASTM D448#67, HAVING THE .FOLLOWING TABLE C GRADATION; 100 PERCENT PASSING 1.IN. SIEVE; 90-100 PERCENT PASSING 3/4 IN. SIEVE; r 20= 50 PERCENT PASSING 3/8 IN. SIEVE; 0 - 10 PERCENT PASSING #4 SIEVE; 0 - 5 PERCENT PASSING #8 SIEVE; SLAG, PEA GRAVEL OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE IN LIEU OF CRUSHED STONE. DE P TH OF COVER CLAS6 150 PIPE CLR5C6 ZOO PIPE INSIDE DIAMETER 114SIDE DIRNIETEst Co 6". 11 `' O" 1011 131.0" to' 8'- co" 8" l 1'- 00 i D" lb - O 8'-1=- I b' e'. �,, a -o'' 10� o" �'-►' ro" 10'- m 1 f�•1= LS' T;- O fv`-O" a;_ Or 61- O" fo`- !O" 0/• b 11 3 APPROVED RUBBER GASKETEO t REPLALE NDN-MGTRLIL PIPE O-RING OR SEAL JOINT' ' WITH CAST IRON PIPE FOR 1. RLL LROSS1t1G • NQUSE LRIMIMLS 10" RND SM1r1L ZIX'' D SKaLL Z3E SUPPORTED BY US f OF CASE 'b PIPE Q,IPPOILT r ' REQUIQ�O SIZE >� 5TREtJ6T1'L `� \ JOIN EXISTING V. C:P. DEZRIL. SEE TAP�LE L HERE ON �..• ::. O R CO NG. P i PE Z . RLL NOt1- MEZ SIS tkLIL CMO1'NG P1D'ELME. RND Ct�' .UDUtTS --__ •. ��.• :� ti ,r N WIT" 16"1 OR LESS C\.1EPkTU ACS , EXCEPT • TWOSE LOVEQ.ED e 4 MIN. E►Y DOZE 1 RS011E/ 'SHRU_ 8E. �UPPDRTI?U 0Y LA6'E 1 PIPE _ SUDPOZZi U6'TAIL_ . ' " COMPACTED BACKFILL 1 ,:; 3. ALL MOYA METMLIL CTL0brolUG PIPELI FWD C AIDUliS •4 MIN, - h� ,, � � 1u'C.OVEIZEO I3Y ZNE AZSDYE 1JOTt'E'6 1 OTL Z S�p1L.1. D Id MIN. '' ,;�, �5UPP0RTE0 %,*f USE OF GPIs[ Z DIVE SUPPORT T�ETPIIL-. �' 4. 0AL1LFILL SI11aL1_ RbE SIEDUGKT UP UNIFOV AILY AL DULa u I 0 L AR ' OF 1 B0'TN COIDT5 OF 'TWE 'PAATECTsm PIPE ANT) 45UPPDV-T I - a 3000 P. S.I. GO RS TO It OULE MO ' UNZ3RLTkV4LETD POVULM , 1 - C0RMSTE SECTION :9SWAM= t 'S. CROSSING METALIC CONDUI T,S 3 INCH S (NOMINAL AND L ARG ER 5 HALL BE BACKT ILLE D TO Z' -d' BELOW TiI h CROSSING C QNDUI7 WITH CUSS 2 AGGEEGATC BASE. MATER i I ALS AND INSTALLATION, SHALL BE TER CALIFORNIA DEPARTMENT 11 �;' a i►� 11E11I14'�s M Of TRANS. , .STTANDARD SPECIFICAT IONS,° SECTION Z6 (J`AN. .: J ONCW�SN ; 19?8 ED1T1 THE TREN AI.1L THEN •t5E DACKFILLC.D TO IZ INCHES OVER THE CONDUIT VyITH CLEAN,MOISENE.D 4 5 AND "SAND M UIVALENT OVEIZ 30) BROUGHT UP IN -LAYERS CASE 3 � OF NOT OVER 4h INCHES AND MECHANICALLY C.OMPINCTED 1 ' I NO _ 5Li1LE TO A RELATI'UE DENSITY OF AT LEAST Zelb WITH SPECIAL. ; ATTENTION 6EINti GIVEN TO T_ H E PIPE BOTTOM AND HAOW-8 ` AQEAS OF The RACK FILL ` -PIPE +' , 1 j i -- - , lasso r -k, OF E,�f/V43 1 LIZ/ f f ' I CITY OF FONTAIA ,CALIFORNIA