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. 1See Dwo.No. 2-D109,_ �. -- _ - , - • 44 Q.�i E S. . - 3' l2•/3� 9.87/`'(T•GR,d%� 3' -"-_; "-_. 61 i ' I. •pESIGN/iT10N A . �_-' ""-" '-""''�� "'-"'-4-- - -' -- APPROVED XV - `/`j ./ 7 ��- H / . CI,I P�marn $CAisoAYR NON£ Local depression for Catch Basin No. 4 and No, ?'shall be CASE unless DWG. NO. 2-D248 51411197 I ol* 1 - ' 1 I 1i ." -'"ter I 11" ,,\♦I, err``♦ ,- • otherwise shown on the general plan. �i__--�r�+ C. F, p I ; I i . G Loco! depression for Catch Basin No. 6 shall be IASL 8 unless otherwise . �� I _ " I I 1-,r 3' shown on the general pion. - /, . C IE, .AGiNEER 1 I Z __ __ ~Po/n! 8-•/•I f i I . -•. _ T ,. • 2.00NCRETEr Design,fC,13,000 psi compressive strength at 28 days with o minimum' required thickness, of 8 Inches. . _ I YI V i of `n A Poln18-ifi FLO I Po/nl de I �I I I I \ The street-sido edges of the loco{ depression shall conform to the existing street. GI I Gel - r�de�- I G � \ Il.•..- I L�__ _1, T _-_., i 1 } (8 :x/s/,,, proposed_ I curb and gutter - surface,or fo,levo°ions shown on the general plan. 3. DIMENSIONS:::CbSES B�.0 (unless otherwise shown) /2 `h o\ S ' . I , .0 _ .-_.,._ - Poin1N 2/" .A - I \o ' R/d .A Llne �- • -Point M 7 18W Points /� chid B shall be Sot at 2 inchds b©low the existing qutfet-grade• -L -� i 15 %" Point G shall be sot with the sdma r1w ds:lh6 grating, See Section D•D I i� @0. q16 2 -yr . I _-•,_E/I one �r te1Ch . � 6,,, _ L _, I- - L;..�._._ F" It RnoCh ���SoR;NoN - _ DImenslon,L,ls related to (ho number of grates. . Nd. o1.9rato$.fi%, No of...9ratng 4UtL -. - • • LA0 4// P L A N I. 21,1 2 .s :4 11 . r �y� 2'i'��%0G 11 CAS - I ' .G= 4'-0" and K - 3-O" - KI (Q, `. G I . �A� 6 (unless otherwise shown i`, �_;y, ._,_._ �� `,� ''�"`• 't.�Slre81 Sundae ' Points A and Q shall be set at 4 Inches below the existing gutter ,grade, N ' `9 // /'� y// 1 // //: �Oli•i t , . 1 I-. , P-18inches (3=11'-0") K' .3 4' i L 6-0 , U= 12 inches ; P 12 inches (S=4-0 ); G=4'-0" (far dimension S ,sea Standard Drawing No. 2-Dt09 ) ITop 0/ // ZI 411" , -L, I - 16 Polnts M and N sholl be on a straight grode,an6 on the street cross -slope. curb f-------'--" :. !� ' 4. �ENE�i$k = . -,:. I �e' / I '•Po/n/ B ' '•.',.-� i' Ir� For special details governing the construction of the ,local depression on a . - `loch/ Ooress/pn 001cal curve ,see the general plan. . ' I �!, .. fur/ace Where no curb aicists,the curb faca(C.f ).shall be 8inches unless otherwise . -M" +t/----- --�-- .. , - - shown on ,the general plan. Such curbs shalt be constructed to the ends of ..�C I O N D _ the Iocal��depress.ion I d the curb section shall conform to that of the controlling• .agency, . '. ".. L 44 . ,,: I FOR GRATING i ' LOS 'ANGELES COUNTY FLOOD CONTROL DISTRICT FOCAL DEPRESSION s N'0. 3 FOR GRATING CATCH BASINS - ucOMu[,1094XT . Ir I E* 00 �r,,�./Dv .acor"aNDap� r - Y,F14"0 "I .�... est ♦ [ 4.01' aN.uull aNY1Naa" D1.IaWN•l M01Ma » •[ Y1 APPROVED XV - `/`j ./ 7 ��- H / . CI,I P�marn $CAisoAYR NON£ 5 -15,- ` DWG. NO. 2-D248 51411197 I ol* 1 Manhole frame rcorerj N07 -ES 11 i Street Grade Std. Plan No. 2-D /e/ •1• Tie bo P, Fbars _ _ � - VAL_I/ES A�,A,AC,14 L , £/evoeion RJondE/e�otionS oro shown on fhep/on. Concrete r/ng and reducer, - TABLE of values fro.- Farad 7 -hereon. Std. Plan No. 2-D I07 I •, ." :f `• I 1 / P_ -LATERALS: /f /aIe/v,& er/le,- on both sides ofmonhoA, accew ,shalt sha//be /a elle on ,3::a. _ / :' ,;.; c° side, necei vii�q the oma/ler• !of erol. i " 4 0" 0 ♦3 -CENTER Uf-MJtNHOC SHAFT shol/belocoledowl-cenler11,Je of Storm Drain whc, D, is T — B--- T 0 4B"eA-/em,dr which awe /ace 4£bor ,r e4 -kelt o,v&ndshoft y.Sewith centerl';ie, 1.r1- `� M,i/imum z=/o/ wifh paved ,rtrcvla, �. I _ �ilc /bo.�is 0 4 -LENGTH o/ ,Q -o I;Jo/e Im beincrxwseda! ophonforneel,oJpeend%bdterJ chop e /n _ _ I lcrotion of spur Intmi be Lloo.-owd by the DisloKl Engineer• yo/vented • • . a. 5-DC7A14 M:When depth of rnonho%lrvm ,v&v f fa fop of box is less fhon 2/Ol for;4NJved tee/,rleps i reefs or.i+ -6" r s fo un v Jz c o o/ 7 r P AN f gds! els con rYJ !m n / hit shoff as Detail M. O.'/6 "or /T'a4 I O SECTION -G p° st Im 37b' O„y e I S x2 "pro, seat fR"/yJ or d oow.-not o sown Construction d shoff os per DefoilMforony dppUr of manhole As oplion0l, a-� 1 I D bars Concrete rih9+ When diomeMrD, /3 SiB "or less, confer of sfwfl,r/ao/GC�e /ocoledosoer /Nofe .� _ f O/nit lhlserep Sft,--:,,�. Sir^rJi/ tab, G B -REINFORCING SrC47- oho/!be per 2-0 /7/ J sfroJ9h! born,1.?j C/ear 1, -QM face of %?,`31- o; `'o;la' is •_` +.. 7k dor � /npove4olrve[s o: rJ° n _ C0r7C/,°!e UnksSsi7awh olherwiJP Tiebonr shot/be �, and spaced /6' on cerlfers,;let'• , :a. a1 • ; _ .,: yam[ odor or c%ser, tylee/schsdule dela?/ed on,0/on. .� - k [ /Q •'i6r poMld 6lPre fJ 6• • wI )2s"lar u' yJ0reo .�rnee! ev„r obk • W 6 *7- EMBEDMENT, P, shollbe 3 ter DZ "96"or less and 8 fbr DZ over 96" C'.. I ',; Aboro -Tie ba-.ST£P%f shat he •rroi/nd olvorJizeds e6/OndontllorOdIvIless than 6i;whes/r7 the ' .. r \C. it I g, E bars wo//s �stJwdvre, Un Eus otherwise shown the sooc��q shot/be l66"or /7 "o• c. The , IF, `�1 I _D des fo*w1step shell be mlmore fhon 2 feet above the Jigvert. � t c� G'+vgg. G' L'rJE',. . c� . �. I ,�.i•. I `" D-R/NGSREDUCER, ANDP/Pb`"For octets shoff sholfbe seoted in /.2 mJ r /norfor 7rV1 I �: p'.'•_ \�P' I I `/w,rrdeoyar " neat/y,00 ntea or w/ped /iJSJore shoff. p. ,,< ,ebars 4 • . 403 -rod 4' X ;`,° eat:' „ ';; //-A`Z0L4P dmonhde she//bcsfer/lrowe%dfo sprin9in /rite. ,•:{D• . !�"��` `• 1�.r:.i,:'. Tie dors : ; :r': /�-BOOPofmor>fJaF,Int/udJir9 sputa .?holtbepouredin on�COJrtinuouy opeMbbn, eXcepf o•;. . i:, 1-•r. ". w "4,18 ac, both wny9, Lobe �'r�tt ' : .:.�., : 6 that o conslJYJdion joint offhe syonnyiny /// with v /or�iflJrlino/Jfeyvvoy /s `'" ermined, SECTION N -M -P -O used when0Zis60"cv'oit�r• �" ' "r'' P Pro eciedon Rl4Q e A3-4�4",CV 77014 :S'"Ofjofrea of center ofmo,a1ihe onprvlonyahJ n afri,vert sP"--, / +•3- 4J bars, 4'-e"long, 9'44 Coniigve DETAIL M $ 14-fi=3000psi at Lel days. w additional hors 6"O.C• to inside edge TABLE OF Ii UES FOR FANO T of manhe/e, !see not. sl o /5. Wt►ere Pressure Manhole No. is specified on piORs see Std Ver/ O F: e T i B T /�• 4 i 1 `� us, Lt7r I 0?, rev' f/'V, A"yh,q Avnd to R=3" A ¢.. Dwy. 2-02/0 note 3. /J� L' _. 10 - I S'; ,?' F L1--�F s4 o ,L -•i s - 3' o'-14Aj M.. ,r Na " v 7 2/•• 6" I�0" 17. p pe ~e ). � ,; 4 Leve/ III � . — Bui�H qp dech Ceav,A,A, 24.___� s I?6' AI.SyoJ`icvJ Pyr r ! i �� Illi: ! � :.:. to pr,ovJde /e ms/ppe,veat, + _ _ I • 21- _ S }" - J 17 . _1___ _ B � ••V - •�:• VhriobA ._ 30_ a"— _ 138• 17 • Seaf For shoff TABLE OF BAR SIZES - . 7 33' s4'- ►W� + , 1 when lop /snot /ere/ D a B A t8 Bars D or liars b 136*1 , ►O' 39" z , - 3-D bars,3 OC. T , i �./\ 12"-39' "563" M46 6" g 42, r,•• C..wt;nee sic � , 42"•84" x603" "5® 6" .62` 1 ts• Ij , /D bort x saof 90"-144' +r7®3" "6B 6" 78* 72' �� - 8- \\ I N �" pPe / St. 9_ P , _L . I- I bo,y + I I Q tF• - s^ /a / ' /bun4 edyes i ---. P J t es" JO 7%e -- P Fb I 9 nodi i - - �7' _ T?r'_. /%" - I I 1 1 I T ! v, 4 / - (J 4, wv, ° ' 1 17 l " _ f1- On B Or I I. REFERENCES REVISIONS LOS ANGELES COUNTY i - , \ o :.`; I. I i 2 -D181 O MARK DATE DESCRIPTION FLOOD CONTROL DISTRICT 1 a ;:;:� I 2- D 107 4-46 CHq NCED MIX / k+ {. ear I + + ;: .. 2_ D I7I o 0 7-2 Rt VIsEo No, MANHOLE 140.4 I �.k.; . .SiO&I17 - - ;-- — ad/us = T.O, of Spvrt a `' Q 12- Z REVISED witha maRrm,m of 36" 2-D 210 a 1-53 N PLAN, SECTION, AND 1 l It 2- D 96 d 6' 1753 qDDED NOTE �--- + S E + 7-293 REVISED DETAIL i ❑ 10-3 CHANGE OIMENI rl- o, F LONGITUDINAL SECTION yy0�� 1075 ,t R EDNOTES APPROVED sY � , X - 38 R 1 -- SNI[. [ .�,N PLAN REC ,fN ?Shot! mot s/Iowrff _ S-3/•39 No. 2 ��113 CNIa/ D[aI IN 1.1.14O "Ca [ ,114 EI. -t tt'4'R4did s1 { 2"Cl ' r' * I' r yI . FACE F14 rF PER C/iY 4• f fONTANO STD, /20-A . NOTES T E S , I 1 t (Support bolls on prolec/ion Pori nd regd 1 1. GRATING:One grating required unless otherwise shown on the general plait fbsilion . _.1 � --• -- — A---.-. - _� � .. . -- — - 4f1" - [ / ? ��Street or grating and support assembly as required by Std bogs Nos 20248 and 2-D415. "' -" j ' ;�;, - Anch,v f I !r I pRodius 1 (-I U surtocei 2. 0 C R I 1 locale pipe at duwnttreom end of basin unless C NNS TQ..Q.P.�.; P P 1 dowel pet tOtlai/ I- 1.�' " ' �'11 .2L---- -- ;' \ "`!""-'"''c _ I ` specifically noted otherwise An the 9tneral plan Pipe shall be trimmed lr..l el3bors�W/2� I 1-..� ,_ .M_:.-�,,`� �r I the hnut shupa ural) length beftare the Placement al the concrete. or k4 dors X18 kI • ' ' 'E` s �� I 3 �Q I�? Dusign f' E 30001rs0 tcynpress0ve. strength ql 28 doge •.I I _ _- .0,�,-..� . a� �I Street. rale >! c Dowel al end •-s Frame onchor bolts .:, ,. - e i 9 Flour of !the. basin shall slope from all wglls to the outlet. gi0d shall be wulls•i § u/ end watt ply. i , rot a azid Groh I • when no L D ' , Hyper Owy e I iven a slool•troweled finish. Slreel-side walls of the bdsin- shell be. `, „ j __ 11! v No D227 3"Radius r �I conslrucled. g / 1 - __ Sit/t 1 poured la the elevaho,n of The adjacent local /fepressrun or street surface I:. ---- - _ - •..i Slope !o aul/e/m ( oin 11 formed - . � * S p � ,. '_ I Curvahurt of the sold walls of the quhle oar g s all ba to ea by 1 I ----^—-----•----- '�- —� a/! dvet/iwas. i Cured forms urf,l[t 01 tall r ntifd Cc+ntrNt Shall Conform In 'slope, 4IW1;ius #-: I . + I I . ' a »•I .bi k ! 1 grade`,color,gnd (.nosh to the exrst►nq,cr proposed,cuib and I -Rein/ per Owg I I : �T (; 'I . r .jr ` `_ 1 ;::.1__._-- ! walk gdlacenl to the basin. ( No 2-0232 i `1 I • 1 1. '} ` 1 1' , 4 REIN 0 tLCEMENt: (Sid, D,r•q. No 2•UlTI 1 1 ! .�._ t _i -1 '. _a ._ - ... . 1 _ Tap $lob -As tt uued on the structarat Ian. I' 1 ( I ' I `Subwaald uph'onal Z%. L( .. q p ✓l'1- I i 1 / 34" / , �A/lerno/d ca'rnethons Wafts and Ftaar -At required by Standard Orawrnp No. 2- 01 72, i t- �. ... ... "I"_.I, Pty OwyNo 5• , 1 u _l . SECTION A -A " 0214 Garb faca ql In* catch basin opening shelf bit as rtquir.ed by Slondurlf'° ,14\1 - 1 [� Drowings Nos 2.0246, and 2-0415,a 0s shown on Iht yeneral plan. #3bons of •Ce/aloi Supper/ Assembly for M / 1 I I 1 multiple grolts per Owy. No. 2-n2?.7, V+ 3'-6",unless othtlWAt 00WA un the p4ne(a1 pion B or 4 bars! I �G._ _ _ al 12" r ' ( - �'- �.�:' I 11 4-11 I" lot one grulmg ono, udd J'"51" for eachaddlpunal grating• I ' , u a - Y +tenable. lu 13 inches alp}Imam. (typltol) I I - .. ..a,u.. ---- •"..a•a./ " .!/N /, I c " , I i I /! •. - 1' 6inches it V is 4'-O" or 1#14; 1118inchss if Vis 4'•I" to 8.-0" 1'iuinchos it V is 8 `• 1"elf mar, . % I ' � i I M e ya kl N , 0 inches when no L 0. is c•,onsliucled. i i G I SI w No 2- 96 I I 1 - 1 � Anchor',' 1 i � � .. It 3 cr . -t bur'a, �' ne9 i� �••Z��•- d D Q 41 1 per Arrlui/ 11'• a'... 3"Rudius I 1 S Via 3' Wllncl l ,place one Mop at 12 inches above the floor of the _ i I 'Q/S Grq�$ C6t DETAiL OF DOWEL See Std Ow No. i -1 _ tocohon to ""� Rolm. y I. /a ` ..1 ' �4 Y ovtt 3'- U" ,piaci silos ql t21nch lnlctvols prom .floor of basin A 1 , 2-09607 c, Note 6 1- I I I A . L _I , t" . } k 11 h to q minimum '01 121nche; Detow lap of the grating. r ►1 -�-- - : 1. . 1'11 �. + Conslrucl steps on front wall then Connector pipe is aligned _* 3-2 - I I I_ ,� SEE S+iP-ET 6 OF to Ownslt#am end wall. _ v _ , , - i ,� = S&T OF PLAN S a 1- I ..-�:.. n _. �= L. . , .Sypersedos dict 1- . /hop A /tum doled Jtln 'S2 q 1 `� ANGELES O !. � C N TY i t_ . 4 F1..40b CONTRQI. DISTRICT STRUCTURAL PLA 1 - . .. - , • . CATCH BASIN NO. 7 . �- - ; 4. Cu(bI.` {l _ hop of curQ P L" A N S E C T i O N & o _ __ _ = o . 04 -ft ovREVISIONSIt) _ - _ , - 4"Radhrts DE TAILS • Hyl H MARK DAtc '� OCSCR,P?Icxl C _ _ - _ _— C -"-^ �'Lt s/[lt ' w ___ _ .> : _ ,..,...1-o ie 8.�.7Q J.>r1l1G� /GtCC/',pl-7.(. - , _ — ,I/ L / 1 rant a.Colrual[aq a, !f[WY4. a[[w M,F Oa. }� 1 / V ~T !A.'" V..ye /.4h w' ":. _ ..._�_....--_,. wQI!_.--. •1. r _•__+^-J.,- _7 4 ` t -Ffome goow bo/r D,�,a„� t • - C _�_ �S,srscic-- aaa,cN•s ,e f ' I' Aeei,lylq rT..-. . B A S I N AND GRA N G �!; ul,enof Ivu1/s only r ,r! .� r •I� . D No 6 �/. _ _S E V p�' wg _ :..,.,;.,. AIIGNiNENT PIAN _ ��+.� EN4INEEA ------------ AIL e�cn/.c n,,, oWG:-No. 2-1)170 CYN M1AII N0/1I,E' 3-/3.,;6Iii"C91 1. I or I NOTICE 'IO CONTRACTORS rr� ..:..,�• •r.�. :,.•,j-.��._:, ,�. ,{'(.��=:..•'}P.��....._�,�};-��-•,{{�':.::.�_�.j;�j}r; [:..'(Y(..'�,'��•.'/.�. t/�y Ty Y7��, pr•,T7��(y/.���T�-y�;�{�[. �� T7����•��••(�, 1 HE ii[ 3T M- B fid' f �.[, PPia-) L.l �f LM.A-, �•....0N ' QFF : MN ER 1-`A l\I �/J ` D -z V 11:.L.J�` 0R. -STRUCTURES, SHOWN ON THESE PLANS WERE DEMRMNED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UMITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE I SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE OR STRUCTURES CONCERNED BEFORE STARTING WORK. - SIERRA AVENUE S T I O. RM DRAIN . I IN THE . . I a= 24°20'05"" J', /9= /50� �L -- 63.7/ I . A - .O ".0 ," /4. _ T- 32.34" IN, / -• 2 - '24 20 05 / h if .10000 � / M - o l/ 2:25.48 /� MI o 0\ T- /2 54 , X `' NOO °03 `,522— . , i J / � e&R9 Z/NE la 0...558 � / 0.�5 - o ,� /V89°5G'08"l1/ 2/.85 . �Q 800 / I — o p ��3> i / -1Y44 5� 00V /3.• 77' N) . ; �,,,!g), - 2.33 / 1 `11 FROM VALLEY BOULEVARD TO...SAN BERNARDINO AVENUE . . ��. I 1_1 . � � .1 . � I I .''...'"... DETAIL SHEET . -..4,:___..1.. . .. . 1. . _. .. . -.1 . .. I - - I I . - , - . . .. I I . N0TES0 ���`. L Junction Structure No. 2 is to be used when O.D. of B is greater than 1/z .% the 1. D. of D, or 8 Is greater than 24 Inches. B shall not exceed 3/4 D, �N or 39 inches. H-, H __ '__H__'_ �% NOTE: No more (hou:one opening shall be. mode Inane secltop of pipe. 1 � A 2, Values of A,B,C and Dare shown on project drawings, Elevation R and 1._____. R____ .`4�r ° Elevation "S"ore shown when required per Note 12. I _ � I + , 3, Elevation S applies of center of main line on prolongation of invert spur. � �# A )I .'If -~( of structure 4, Breakout (?mitt shot) be determined as follows: I il •3” Min,- ►"-1 � J . / `� Upstream Limit -.At the Intersection of the outside of the spur wall _ _ _ ,♦ with the main line pipe wall • TABLE OF VALUES FOR .T N . Round Edge' .. If r,`IJS I/ �'`N f 8" 1 5" 15"511 lzm SECTION M -M 18 JUNCTION STRUCTURE i` 2t ' 1 I 1i III J \ 11" ,,\♦I, err``♦ Concrete ' I E ond,�F bars 30 ; , � ' Cradle., Jt ,_=d• i 11- ;Is5,-3. O,C.-_ 641, 36 '6 ,�, 'A " I v,A.R• \ \ /, . C IE, .AGiNEER 1 I Z thio DWG. NO,. 2- D 112 r }, . I YI V i of `n . .. •. NaNE r : Tie bars /r/ * 3-18" O.C. 6 �I 7 /8" / ♦ / `'1%`'. z I I I Sto. Pt. I 1 Elev1 S:I'll /r I T /9. /" � .0r ' ,' '*4-6"O.C. . tai TABLE OF VALUES FOR .T 0 t _ - —4 k --III \.- �.: T 12" f 8" 1 5" 15"511 lzm SECTION M -M 18 JUNCTION STRUCTURE 511 2t . It 5 24 i� 5 " 27' A. SH CMtc Wtv tY 5 30 ; 6 - 33' K • o. ottle- 641, 36 '6 _ �,`r„ � OIYIaION [NOIN[[a .D,sl " 3911 v,A.R• 7 11 Downstroam Limit - 6 Inches downstreom of the Intersection of the spur wall with the main line pipe .wall. Thd opening shall be rectangular, cut normal to pipe surface and without damaging reinforcing steel, If o joint in the main line pipe falls within the limits of the concrete cradle, provide a concrete encasement one foot above the top of the main line pipe to the . limits of"the cradle. 5. The fronsverse' reinforcement 1-.n pipe shall be cut at center of opening and bent Into top and bottom stabs of spur. 6. The main line pipe shall be cradled and encased in 103:5 mix concrete, extending longitudinally 12 inches beyond the limits of breakout (See Note 4); and transversely a distance of H on each side of the centerline of pipe, H= 1/2 0. D. of pipe + 3 inches minimum. Cradle may be omitted on side opposite lateral inlet when constructed In connection with existing storm drain. i T. Reinforcing steel shall be per 2-D171, and placed 1'/2 inches clear from 1 - _ �' _ I _ it face of concrete, unless otherwise shown. 1'I Round Ede J'~ / i 8. E and F bars sholl•be.corried to o point not less than J distance from 1 N 10 3'.9 , i 3" Mln. PLAN centerline, J = '%ix D + 6 inches. ( I `� I i �`..`-"`. 9. Concrete strength shall be 3,000 psi at 28 days except as otherwise I \ I ., noted, I A---- \I 10. Floor of structure shall be steel -troweled to spring line• lr h' .� Il, When Junction Structure No. 2 Is specified with reinforced monolithic arch `-�,_-r'' `• Reinforcinq Steel storm drain, value D shall refer to the:clgar span of the arch. ♦`MAIN LINE $TORM DRAIN � J _ _0_4 ire bars t- Reinforcing steel shall be cut and bent into Junction Structure in the some R. C. Pipe or rdlnforced 1; w • t /' It I manner as for pipe. Concrete cradle under reinforced monolithic arch Is 3-18 O C• monolithic Bich _�_J I I __1 not required, ,1 of I G bars T 3" ! 7�'�,,_T ,yr ♦d :. o ., ,o'' I. ; 0'1 ®12. When Elevation R and Elevation S are not shown on project drawings, inlet '!i barn Min. / �`-r�_ I � 0-710- "! .. pipe shall enter moan line radially. When Inlet pipe enters main line other than P3 I$ 4.G. / I / / I I t It ,' - 5r `( I radially, Elevation S shall be, shown on project drawings, and inlet pipe shall /// 1 i / be laid on a stroi ht grode from Elevation SI to catch basin or grade breok 1/, / Round %E bars tG bars 1 m1 In line• Elevation o'R"shall be shown on project drawings only when stub is;lo Spring fine- it + Ed9es� `�5-3"iD.C' } i p Y ! ! be provided in main line for future construction of inlet pipe. 1 I ! i EI ev. R -T a' % t ► -rF bars �� ��.- - . 11-315 j °' % Eley, S r; i IFS�1�1-3 O,C; . . I Concrete-, -- . I, -- °, .,. , c , . C�4.�I , :/e' • ' ' °it - "-I SUPERSEDES DRAWING OF THE SAME NUMBER DATED MAY, 193' ;o ,R ; d . c !- LOS ANGELES COUNTY . / I //♦`\ H ///` H 1 I FLOOD CONTROL DISTRICT . .1 DEPTH OF COVER O'-8'0" 8'1"-/6'0 16.1"-2.5'0 t _ - —4 k --III \.- �.: , / .1 f 8" 1 I Concrete f 9%r' lzm SECTION M -M \Undisturbed earth' . JUNCTION STRUCTURE � X4.33 � /l" 140.. 2 ,Y+.»a. ea.'.... e REVISIONS - /OW A. SH CMtc Wtv tY MARK DATE DESCRIPti01i , . SECTION Z Of /4 'CB. »ECOMM[NO[O aY •rr YAL ma C;;�11 K • o. ottle- IS 12 -Z2 -CG Revised Nofs ?and added Nole 12• - - _ �,`r„ � OIYIaION [NOIN[[a .D,sl r •fa' APPROVED NY v,A.R• /2%r" 6 . C IE, .AGiNEER scn�c thio DWG. NO,. 2- D 112 aY.YlYita By �I _ _ - - - C.W.H. 6 . .. •. NaNE MAR., 1966 SMCAT, I OF I I W v Q -,,,\ I � ' ,/ 'I'N45a03'SP'E" /3.77" -- N39'SG 085'1)2./O" // eZllf 3 Z/NE A z: 45°0000/`-'1�/ , !?- 22.50' Z%: /767 T 932' nj 2.33' 11 N���__ . .� I I O \ O A 11 .iV00�03 62'E .S/EF�R,4 ---Y- V I - \\ �'•- 72 9.82 ` —�— N45 °03"a50'Z 36.06 M j, /4'. e B. ' 0 140'03 "E- /6. 53 ` . �/W \ - - 1 Q2313' . __ 1489°56103""W PG. 93" � I I -- - o --- N4 -4056`05W 5 N00°O,r".52'11" 79/7 - Z ---T\\ I _N1__1 � C&lf,B L/NE �I �------� /V89�5G"o8"GY 4. 93` / \�,J=45°00'00" /Q- 22.50 L= ./'7.67 T= 9,32 Cl//Rt3 LINE- 2� �_ I \ II � J N44aa56'08'ly Q ✓/1/' /IA Gv7/0J- / OO 03,52`Z Z- - _. . G/ 93' L•2 //2: 3%2 mix LC! I Q Maximum spo�lr�q of � O. D. of gas or water mo%n r M A 1 S concrete beam burs shot/ be 4 o.c. or other conduit or duct 6 D 6 jok-� ---- ---- rAJla%n , I o // . -5 ---- 111343194 E 0 --_ _ - ExislJr�e1e or3'3.34' \ - -- ; / bar, if ; � I - ♦♦ J beam is precast / `(':+.. I Q 0, C aye i�:ii , "' 1 RC.pOe. is - �►r-: ' `:T- ;" 1p �Z 4"Mi� ,!4 1B'II .'Mat Q I - *i �,__ / -I _� •' '� I ,-T 7• �` A in ��♦ Tin-ir~-- , cn _ ry -Collar of "d 1T a j `t ' _: f D/r2' 1 i +? �'A_ _ 2000 0 /: 3 : 5 Mix CL%�e L//SIE 11 _ �: //�� / 1 I u ' r Not /t .. •t r S R. C. i� 'i `_4r 1 pipe �� I, Minimum beoring shall NI i - ,Widened - / e Pipe be /2. O.O. o/ pipe - I ,� C. /. Pipe tf. • 1.a, : d f R;R I ,� I suppoif r. • . R •.t1:- .- .. . i i r.: , k SECTION A -A • 1.3:5 Mix concrete Type A Type B j i CASE I CASE 2 ENCASEMENT DETAIL CASE 3 �� REINFORCED CONCRETE BEAM CONCRETE SUPPORT WALL FOR SANITARY SEtWERS® CAST IRON PIPE'OR SPUN REINFORCED NOTE: ALL CONNECTOR PI PES ARE CALCULATED TO I NSIDE OF C. B. WALL , GENERAL NOTES: CONCRETE PIPE See lob/, qn this $heel far min/mum M A © L /n the cose of sanitary sewer supports per Cost /,2 of 5, or per shoo 2 of Ws t•, length of bearing. standard, the sewer sholl be encased Per the Encasement Delo/l for Sovufory Sewers, and the supporf . shall be widened to the w/dllr of the oncosement and lengthened to fully sugvorf such encosemoM.• D/MENS/ONS OF 2. Any of the cases shown as this slonabid may be used a1 the conJhvcrors golbn unkst ALLOWA,9LE SPANS FOR CAST IRON PIPE i CTODNA nF, A 11\1 QH r, \X7V n REINFORCED CONCRETE BEAM otherwise _ shown on the project diowinQ. J. The min/main lengths o/ beorir►g shown at the ends of R. C. Booms, cost -iron and sloe/ pipes O N V DEPTH OF COVER O'-8'0" 8'1"-/6'0 16.1"-2.5'0 .. t 8" / .1 f 8" 1 $ f 9%r' lzm . 8" 2,33�— I 9 " X4.33 � /l" ,5'/Ef�RA ��" 1[ I 41 - /OW N45 °0,T "5P "E- \ \ 3C .061 Of /4 'CB. �8 9 °5G "08"W 5 // %" /4.33 ` _ _ /,?/W 6 or DEPTH OF COVER O'-8'0" 8'1"-/6'0 16.1"-2.5'0 C 4 t 8" N 4 f 8" 1 NOR 4 f 9%r' NGl S 5 8" 4 9 " 5 /l" 5 `• 6 8%2" 5 /OW 5 1 /2W 6 7 9" 5 // %" 6 /Jilt" 6 B 1 /0 " 5 /2%r" 6 /5" 7 9 // 6 1331j' 6 /6 he" 7 /O /2 " 6 /5 " 7 /8" 7 lI 13 " 6 /6 M T /9. /" � 8 /2 2" /3% 6 " /77 2/" 8 13 /4 �' 7 18W . 7 14 15 %" 7 20 8 15 16 !4* 7 21,1 8 16 /7 %2" 7 17 18 2 8 16 /9 r B shall be increosed /f so directed by the Engineer 4.'S'in o//cases equals tree soon of the pipe support meosured 010,19 Its centerline between !be sides of the trench or to centerlines of column supports. CASE l NOTES. /Width of boom shall be oulskit diomgter of pipe p1u 2," 2. Reinforcing steel shod be ploced lVz door from .siys a/ad bottom of beams. 3. //beoms are precast ends of beams shall be bedded in l: 3:5 mix concrete la edge of trench. • . 4. /.'2 mix mortar shall be placed between lop of booms ond. bottom of pipe to give bearing. INCL CONNECTORS) I SCALE= I11=40't . . E; • { SE 2 NOTES: ,Cut ahtid r4dconnecl .. CA u rein wall shall h ve o firm boor/req on the subgrode and against I,he sides of the excovalion. r . S / o / 2Qfree and clear at es or wotermoin or other c ui1 or duct, _ i _ . 2.Wo// shot/ be of e s 9 �d Either T A or T e B cross section may be used of the con/roclo/s gallon. �j` �_ , - AbbrfdoJ# ROtie COnneChon - 3, yPe Yp { _Nor never -a direcled the engineer, the contractor sholl pierce the wall with suiWk openings !o This drovtin9 replaces drawing 2-0173 , dated `t '-, •e„ - • 4. Who by _ ._ - • ravent unequal pressure resulIM from //oodmg the bochfill. Tha volume of the pierced openings I j �� 9 •t, • /, Al/ house connscrions 50d/1 Gd vitrified cloy pipe, 6 inches in diamttfr, except, shollnol exceed f/?'the volume of the supporting wall, September, 1952. k `" - as oMerrriab rsgvirttd ah Standard Oro ing No, 2 - D 231. I j ret Sewer 3 NO S: S / or e e E N E �. d o AS C The m /main s o fo 6 n h s n n � e r / ch house a net h GO c/OSSa�lDe mh• 8 1 " f d t of the same diameter os existing pipe maybe used •¢',f /IVaX1 f P � c ,0 r tbo • I. Class 2000-D spun rem orce con�re a Alpe only where width of !reach is'S'-0 or less. CLASS 150 PIPE CLASS 250 PIPE DEPTH of INSIDE D/AME TER INSIDE DIAMETER COYER 6" B" l0" 6" B" l0" O =8' 8=6m //!-O' 13 -0" 8'-G" //-6' /,T =0" I I 8/- /6' A 6/- 6 " 1 " B't -O /0-O / M 6-6 fI " B -6 101-6" I /6'1-25 " 5 I-0 " / M 6 I-0 B-0 M 5I -O '6/-6 M e 8'-6 INCL CONNECTORS) I SCALE= I11=40't . . E; • { SE 2 NOTES: ,Cut ahtid r4dconnecl .. CA u rein wall shall h ve o firm boor/req on the subgrode and against I,he sides of the excovalion. r . S / o / 2Qfree and clear at es or wotermoin or other c ui1 or duct, _ i _ . 2.Wo// shot/ be of e s 9 �d Either T A or T e B cross section may be used of the con/roclo/s gallon. �j` �_ , - AbbrfdoJ# ROtie COnneChon - 3, yPe Yp { _Nor never -a direcled the engineer, the contractor sholl pierce the wall with suiWk openings !o This drovtin9 replaces drawing 2-0173 , dated `t '-, •e„ - • 4. Who by _ ._ - • ravent unequal pressure resulIM from //oodmg the bochfill. Tha volume of the pierced openings I j �� 9 •t, • /, Al/ house connscrions 50d/1 Gd vitrified cloy pipe, 6 inches in diamttfr, except, shollnol exceed f/?'the volume of the supporting wall, September, 1952. k `" - as oMerrriab rsgvirttd ah Standard Oro ing No, 2 - D 231. I j ret Sewer 3 NO S: S / or e e E N E �. d o AS C The m /main s o fo 6 n h s n n � e r / ch house a net h GO c/OSSa�lDe mh• 8 1 " f d t of the same diameter os existing pipe maybe used •¢',f /IVaX1 f P � c ,0 r tbo • I. Class 2000-D spun rem orce con�re a Alpe only where width of !reach is'S'-0 or less. Minimixn Lengths Of Bearing Of Ends Of R.C. Beams Depth of Cover Is Min. Bearing 0-80 0 -/ 0 / • B'1•-16'0" -727/—, 120 78'T 150" 24" 0 -T O 18 16'1"-25'0" 7'1"-10'0" -24" 10'1"-12'0" 30" REFERENCES REVISIONS LOS ANGELES COUNTY FL0OD CONTROL DISTRICT MARKI OATS DESCRIPTION !- 3-55 evisedAdded cosec Revised Cases t, 2, PIPE SUPPORTS J. and 4 t g 6-zo o-/0.6 Added Gen, Note Revised Gen. Note/ ACROSS TRENCH S 0 7'15.65 Added Encasement Detail a rev. Gen' Hof / BY / _ y ' APPROVED R CMI PER SUeWT1t0 8Y I RECON NOT • o 1 SCALE DATE JAR55 N0. 2 173.1 SHEET ( OF 3 I +3, A 6 inch saddle sloll be ussd where nlvicessory and shall bit connected to the } "'-". I ' ` pipe conshfulttp the existing Y or T, or to the ne.4t lower pipe length. If 1 4. r s mor bo laid "f/of' uvon o rovol of the En ?neer, I 3 ConcreA0 fav cn/mneys shot! bt /, 3.5 mix concrete o, beitvr• .t ti•dut and Rtconnbct *G. When wittier) sower house connections ore supported �n vonciste sJipports, . CASE NC i .. MM such house co/aneclions sh41/ Ae elncosed oer aslofl for cc:�rrete encurerneni shown �I1%., pee . ova :itondord DrowJnq No. .?-O?5/ , and /he ronerets supports for f„e house• con - I a Detail A . _ . ` �-t- -' � '',� _-t-- -" ' _ tom• -•/0`•-p{ , /• � _.. -✓- I •13"r , . 4clfons $boll be ldngthened and w/dent,,?• to to//) supporl such encu.semari, . . r1- r- ! 1 +i ! i I 1 I 1 I r %"t r tRt ' I I t � ChA AG � O I / A Ig ft O 0 .. I s ,rho an t� � 4 1 hiitrn n -a ' � 7 �+ y 4 be rrct o c r c c $trach d at o r r >--.,� _ h , r . s aifle %talion Thal/ ono t t,? f r1- dl% FV-ol � nc tnralroa.` j _ . _ _ ' Ismi, t-0175./ .P or,i r / 12 _ %114/ �i1r �l�S � � I I Po t:,�>��.11..�� �1�,.,.,1.,1Q�..,1�..«..a.•.....,.�, ;, ��.� � rq g ]per/�'� �y ,� a /•+ ., Er: _ J r 1 �. - " -I ��, 1-..•..o REVISIONS _ i Imo..OS �• NC -S NT rift Aloes _ E L i .._ COUNTY Y • - . i �•' ' 1 . •r r 4. i ,: • • .. .: ':.r 'I - _.. �• - 4mri MARK DAtK Dtac R,Pr1(" . !IT - /► J� !^ L1;:.OD c .OL DISTRICT w1, --- --- __.__ _____.__ - _.._.__..___� Seo er. r . 00 1 I: / , . . r ,. - -fe-tr telE vrs:Eot . 1A �• Cul and Roconnlrct , I. I , f • - 1 /6 �Iin:•- . 1. y:. - ,. _ / / _ I . r l it A- tt S v rl �e a . / f + J`I 1-•f RIC kite ,vare ,/tbandat No se Connection l / REMODELING OF I t r -- 11-, . f I - " \ .. t '�1► I ,' '- 5 A 4•!!'d 40000 a'•YA/L A 1 f� .I. ;"' `'" r ..y' •-Atolndon Hours Con/tsChon tSatww.rSower----" SANITARY SEWER ."•` 4, r I • a t � _ .. t �D U�� C Iii �.V'. (fill;$ r. Cut and fflOcoimeel , .• . I , .�-'�" 2, /6 Mils• ,, ',% _1-S I I . I ; � . I I � ) - I rn•e"rS.. �� i• rJ t a.:. w I. J(fi f/ i ! �{ j 11- `'. 45 _ M .5 n _ a a i et r SeWN' I .— t ! _r»•dao a. E ,t 11 f _ _.. , - _ �_.. � AIA 1,1•• r CASE 140:6 Un r�r ;:�. „I:�;Na1,1[ _ a4'sl bed _ .R G .. n 4 " . e C[[i J e �e . 4 1 i : + .,. , _..._ , - 4 - h ••,1� acou Hao � _ L'^,�a Lr r � �'"r' Far t �,_ 1` ,: 4 a .a DETAIL , A 1, -.F n, __C .1et.r ,. ,1 S Prh►cf O+t opal/cob!¢ notrli onJ ` - ii- 01.1.10« [".,N.a. 1..... �rOn 1.: s -:T t of t . ', T. _ CASE N0, I -` dweim .00 stiff Dwo. • p i.0 ?S1 I T C N .I I; <� ASE O. .IIIY Stop,#of . 1_.4<, I - / 114 R i I . I � _. ... � .. �_� _t. �EGT ENG EE CITY 0:11 �ON'ANA CALIFO RNIA - - � Cut orad R14`0 t1re , - I _ , . - N � 1 IN I • ,, et Ct 1 Support pet► Std. ,!7w� I , 1% �- _ - % Cul and Reconnret r I PUBLIC. WORKS DEPARTMENT - . - k_f -- - J �,/% ra - I!', I ,• ` N + AL• ENGINEERING. � I .. I.I .1. . I . I. r -olt3.r, :ft, yr ..13 .� ,..r1 - I ' `' - gbovsi4ov► Nbu o Cd1iu►eeli00 IN / P, ®, O 3 SI .�.. "-` ; . , w� . DRAWN aY: SCALE: t .:� � 1 >' STORMDRAIN 'IMPROVEMENTS [ Sonildry ,r1 3 Abantls�fi ticuse Co�necrlon ,� /: -: A N A �l I f lv1 C A l.1- F 0 R N i A 9 2 8 0 $hoer - = -, I i : �.,` ::` ' . lt5"'i��. , .. .' .� / PHONE: (7 14) 774-1763 - TRA ED ®Y: SIERRA AVENUE I "... f Sdnl,.er/ .� . .. . C 1 yJ * w4r-. _ . I 4 8S �• DATE : - --.5 11 0Jr ....:.:. ..,.:....._ - - - t - ,.'�,. _ - • - :fie %� - - _ !CHECKED BY ; �- DRW N0.: - %f I /Q' / r. n I �/ . Proles! par qi vhceb/e : notes Jae � � � ,C F1- 1-C ��"" 2 ! 7) �',,I, SASE •:f1- a.:.:, {3" titre?:* on Sts Dwq. x-0 251 ` � G E E. ��1 Gs47 - DAT E - 1141 1 R, ; APPROVED CITY ENGINEER R. E. I89t32 t ,. . L. --.- t.