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1451B-5
- -- •See Spsciol Nola - L 1- t Variable - - - 1 - - - - .}. - - - - -1 Vorfob/e �;' i _ . _ . _ . ,1 r." I '1 Su7(C open } Side Opening I i Side Opening I I K . 11'; I �~' Basin I+ i I Satin I I I Basin D I 1I^� f __ - 1 1 1 i7np of Curb - ! ' �.y 1 1 C f. ' IF }- t , 1 , --t >}- I ---__ -- y - ----�_�; _ ; :,tom_: i 111 --- --11, - -------- - - - _tl ow 6., X\01,04`1311 - - . - - - . - - - (A 11 Ow -b faces fytAov ' - - - - - - . J - - ; fol/►l B - " , vint A nolo P ~ k5 {'ariub/e Slrai hI6rodeorsea -Ridge line iIA4 Ii _ _ (- Stralahl 6rtude or sere note "f' i ° , � CASE A S L,r � See note 'b" Sac �I to 'b ./ r ,e - ° SpdCAOI Able Where no curb exists. curbs shall be A-{ constructed De/ween es•/ad! oP local Ifkpra scion. Curb =t i4 / '"/9 e Line sediwt shall conform w Mot oPconhnlhr a enc FU' " _ - ;� (�vu/ni Off) • ,.-.I �- J _ - fits; Gut/err line ,l • . • ' + See Speeiol Note - - -1 exist `'�i _ ,1 � - I ' ( I I •3ix)o _- Am % Cu/6 Point A• t' c ,}-- ,ii/ B t G {- -• L - - - ►f/rrob/e - - - - K 1, t - L - - - --' iVonbb/e .�►�� k t �, 4 - - -I old coys '� " ; SideOpenlny p 1 `I I hr^ -'t-' �' SECTION D -D I 1 I E. L1 J,?!-, __ (f. -� 1 T PwVrb- 1 I Basin t-} 1_ _ _ - _ � I c _ _ V T 10 N NOTES +— --- -- --- z zyl� ' '_._____1-__-_-.__A0__-___''' • o Local Dx: pression sholl he ICose f1 unless otherwise spec// )rd o/i general plan. flaw ; Slr. Gr. - !Curb fixe) " ,ffei a - , , + b. thnialrow at pule�r turners shown on yydivral plan. If Jw is/etohw,s arta sp4ellyeJ• -`-- 6t i /n " -- a ♦ 11m oillor of Lo of A-Xess,on shotl con/brm to flaished street sur/lice U �c ' .5<< t,/ s4�e n° i" "r l I 6 ' Voriobk . 4 1 'Slfu h11SIYtck Rio Lille- a -�s?_'!•� I c. Slakes shall set tograc%t abriy lite ruUey unll olun the r'i�/ge line fouler e�olge ot"actua/ depressed urea). Slakes• al poinls and N shall 64 set It SlraJ At rude arse+& riolerl'" j ata slruiphI grade between lops ofend headers(ifona verthoic•urve • ,t L_ 1 \ see note t'"). Thesis slakes sholl not lie removed until just &lI the Sae nuhr'D ,. 0 C A S E B •._ .IC - -. - _ ' t7no1 finishing. r1 d 4 • 4 fmili unless olherwise sm itled. K • S /bel unless other wise sik,cit'Yed H - 4117clfes ,unless of ierw,'se s -/mean on the ye.obi-al !oiler - .._ . _ 'See SHcciol Ab/e - - - - - - s a Points A alnd B shall bet• se/ ei/ // Inches beloti ¢Ills///iy 6' r - 6, 1+ M pot/dr grade r ' ' 1 Side 1 1 , . % I t. Special delai/s governing the construclion of this Local Uepressivn at I I l2 i 0pienil 't t r 12 % vertical curt & shown on gene, vl plan. 4 _ I Topol'Curb ' (bsin r - h+ `C f r - fltfty I. SlrLil: t , fgi.�ol Curb' - Slr. lar ' I flow- lace)) t-- ___i' •:r kj \\e S%f , 44-- %ShG, -i r, ���� 6 ' Ibriame • ' Rttf1l,� 1 iix • - � . r . ; 11 I SS16i�deorscanuts P` - 41 1-� _' Sar note •b' HI//1/,N, D r'e. . H Sea nvle'b' A CASE C - ' /tksER[NC[S REVISIONS LOS ANGELLS ..:0011 "111 1.Ara N.ecRInloN F1.000 CUNTROI_ 71$If11IC1 III ♦ I -''-'in I"- lswK*s'i''T`r• `i cA,,$I Ill.A LOCAL DEPhESS10N NU.2 .i a N rlae a he«n.ed Nore with No. 14 A S.1t W. 9aaUge wire 8 ♦ d•103.1 "led AWejow FOR SIDE OPENING COAC/shI Crone-, cip'"j++d♦'bw CATCH BASINS If I 1 / !1 dahl.•dAli We 1 A✓J_�/ a P, h C/Nauev 4t#*,.%I -. _ r .►eRoveu of r `yam/ �1,v ll I 1 JI = !i•,l i! e!, rr✓ A n.l ,t /' V -r :l 1. / __j ererl.l`��Y / `7/ G i/ RaCYrraMote a► en11,e.."..,.1.e,•.. vel DATt N0 �/_f1 (fie L r U /f1a11 -1--111 1 ' .4- 5 -STEPS ohall be * inch round julvaniz- VERTICAL SECTION '. An. standard pipe end `i ed steel Top efep &hull be placed directly OF PLAIN CONCRETE -0rJ'X �" plfll JfOt Leneolh the rnunhole cover Frame. ' � •° w ECCENTRIC MANHOLE SHAFT frame AS & l Inch rings sholl be reinforced wifh two } round steel hoops e Inch a N, I- - - -�- IManhole frayn e and cover, plan 2-D I& 47tshall i and Inch range las reinforced with four hoops, tied -r/ .i __ -_- �_l with No. 14 A S.1t W. 9aaUge wire 8 1z Murlur Omil under Note 31. Ia - __-_— - - Inches on centers. COAC/shI Crone-, I �I♦ I Ei -- :elle: Ile --- '" v See RI section ;.- .. 1� when poeeible use ' �+ ` �I. . I)„ -- 4 - %� ring• or N •' Kj � I Ilk , , .I � ll I 1 JI = �,,1 `for,toinf dsfalla ,�• �q_� valertl 'r+� I + i i'.+',L •Y.: �' 10. 24' 24- Max. y' �. _''�' •'+ i See Etc{ Dwy � 0 96. -I M` 1» - - - �4- - - - - ' `I. � l the bore, 4 reg d. N �' ....:.:11 1-,;-.,-, ��-., .-,.-f,'.I Inside cam ---- I - -1 ( .. . i, •.., i 3# 1 coils, 7►tiq'd + :.: .::;'• z4 inches . " ' .. ....:.- 1-=1-.1' 1 ri I QI • ,e elle. �. : \' .. , I : ,F--►{ 1 r - -moy" 4 1, $I I _ a _ _ _ #4 rare hoops i I - ®�I ,+I rr L _ CROSS SECTION 11, t' REINFORCED OONCRETE A 1 For unrl:inforced Sections, the minimum r, 1, d! �1 d o' � 4• •~ RING 1 .4 -Ii q. concrete cons - - • , - 1'/0 '^Ij ' 6' .I III NOTES I 4j . r3yal-' - - - - �_.a 2 -ALL JOINTS shall be filled with I-2 mor- '1 REDUCER AND PIPE 361/$' I3Ib: far wad neatly pointed or wiped - Inside '_I • _ _ DWG. NO 2 - D 112 of- shart SUPERSEDES DRAWING OF THE SAME NUMOER DATED MAY, 1939 "orxtrAo ,,ass 3 -COLLAR �f 1-7. mortar around cover frame 36" Jpeetol M N RCP be ,n rock and 36"' Dam. shall omilled oil streets and in paved sfreeis. . -- 4- ' .4- 5 -STEPS ohall be * inch round julvaniz- VERTICAL SECTION '. An. standard pipe end `i ed steel Top efep &hull be placed directly OF PLAIN CONCRETE -0rJ'X �" plfll JfOt Leneolh the rnunhole cover Frame. ' � •° w ECCENTRIC MANHOLE SHAFT frame AS T . -Manhole and 1:-, cover, Std. Plan 2 D Nt 4 71 N, I- - - -�- -S..--..- • 1.2 k4ortor -r/ e , I 24" ; 27" ••` . COAC/shI Crone-, I �I♦ I Ei • •- Std Concrete Rings, 3", 6 orl6' in I Ilk , , .I � ll I 1 JI = I 71n-7 Thi�kticss. •Y.: �' 10. 24' Diam. °A _''�' •'+ i See Etc{ Dwy � 0 96. tis' / , • 3- is" p.6. r ` , : 4• ---- 1 I+ ECCENTRIC MANHOLE shaft ,reduur, and ., RI[VISiONS I - .,• I _ a _ _ _ #4 rare hoops i I - oA7a .,.. "„1 -, VERTICAL SECTION For unrl:inforced Sections, the minimum 2-D 96 I 1 ' cl 0, y a Eccentric precost . i 1 -I-, q. concrete cons - - • , - 'a� 1I I ` a I 1 - r ECCENTRIC MANHOLE SHAFT used Shull be of Such strength so as to 4j . I 1 t'! '1 REDUCER AND PIPE I_ - '_I • _ _ DWG. NO 2 - D 112 ` -r1 SUPERSEDES DRAWING OF THE SAME NUMOER DATED MAY, 1939 "orxtrAo ,,ass I a 36"' Dam. • . -- 4' - -- - - -- ---- ---- 6' r: -- ,r,, 4 4• `t ,. �1' . ,-Variable length precost flnished l„nes or ,halls with imperfect nlolding u, honeycomb q.• --i se l Concrete Sections , D2 over 96', L •6 '0', P•8' .' i 4: I I .. - I ' .4- 5 -STEPS ohall be * inch round julvaniz- VERTICAL SECTION '. An. standard pipe end `i ed steel Top efep &hull be placed directly OF PLAIN CONCRETE -0rJ'X �" plfll JfOt Leneolh the rnunhole cover Frame. ' � •° w ECCENTRIC MANHOLE SHAFT NOTES: r I 4 1 Junction Structure No 2 is to be used when 0 0 of 8 is greater than lit the I. D. of D, or 8 is greater than 24 Inches B shall not excatd 3/4 D. or 39 inches. r-� - - _H _ _ - - H_ _ - '1 X11” NOTE: No more than one opening shall be made in one a ctior of pipe. D___ ♦• 2 Values of A.B,C and Dare shown on project drowings Elevation R' and �. _ _ _ _ _ _ _ _ _j `�. E levoleolt "S"ort shown when required per Note 12 • 3 Elevation S applies of W*We well of striclum -- -__ _ �-A� ,� ,`\ --( et structure 4. Brtakout limits sholl be determined as follows: ' T I t Upslreom Limit - At the Interseclion of the outside of the spur wall Y Min. - � 11 t ` _ _ _ _ _ _ with the moan line pipe wall --Idlh .1 S» T Round Edge . ' of all steps ahall be 1.+ Inches be - tween ley canters. Except where ehown S" le -r/ 21 1- 24" 5 27" other-wlee, spciclnc3 of slope In shaft COAC/shI Crone-, I �I♦ I Ei 11 E andF hers 03-3 . " OC __ 1 r ', • S-3" O C . , I Ilk , , - ll I 1 JI = I s;1a;l tie 14" to IS"0 in..he*t on center. f \ If IIII •Y.: �' , Stl< Pit I s-' N l E I--.6 _''�' •'+ i See Etc{ Dwy � 0 96. 11/&,11 fepe Ise / , • 3- is" p.6. r ` , Z ---- 1 I+ ECCENTRIC MANHOLE shaft ,reduur, and REFERENCES RI[VISiONS LOS ANGELES COUNTY .. �'^�.r,.�. i -� o rings may be plain concrete. AS -2-D i8i MARK oA7a aaaCRII710N FLOOD CONTROL DISTRICT VERTICAL SECTION For unrl:inforced Sections, the minimum 2-D 96 * z-1446 Aided Note CONCRETE RINGS OF REINFORCED CONCRETE thickness stall be 6lnches The concrete 0 2-0472 0 11-9:70 Added note and r ECCENTRIC MANHOLE SHAFT used Shull be of Such strength so as to 4j . ------- ------- E-_ : - - - 3" Radius - -'_, -- - .r>Rovec 41* n J v • ' CNIa/ aN61NaER projection of steps REDUCER AND PIPE CATCH BASIN N0, 3 Javelop 3500 N a i or great¢•- In 28 days _ _ DWG. NO 2 - D 112 �i E SM. Dwg SUPERSEDES DRAWING OF THE SAME NUMOER DATED MAY, 1939 "orxtrAo ,,ass FOR IIUTES "CUNTINUEU" � )( 7 The precast concrete moMr4e structures will be -' pat�r/strteets & ® 11-J-70 3-1-7l Added max dim A/H,-fC rdf /A1ok7 MANHOL S1 AFT_ 1� 8 I he sw faces of 1 undS cad shells shall b4 smooth and r.eoll inspected Dy the Engineer be placed at the springing Iifae. , P .3ir2'Pipe S t•, Z" I unpaved streets. a Note 3' A►rRovao sr err flnished l„nes or ,halls with imperfect nlolding u, honeycomb tM iltsT and he will Indlcote accgplonce by for Or -S6'or less, t. •5'-60, P-5' It `A4wnd ' ` �,, `Tie bar (See Note 3 ) D2 over 96', L •6 '0', P•8' c or II aR SuffUcls will nal be UcclplCd - mmkin9 the structures with the Dlsl6cl s stamp -- (for shipment to the joD,) - - 111144 ■eo a Y % AL/ lir OLIN DAT[ I�b 13�) - No 2 LO107 _� NOTES: r I 4 1 Junction Structure No 2 is to be used when 0 0 of 8 is greater than lit the I. D. of D, or 8 is greater than 24 Inches B shall not excatd 3/4 D. or 39 inches. r-� - - _H _ _ - - H_ _ - '1 X11” NOTE: No more than one opening shall be made in one a ctior of pipe. D___ ♦• 2 Values of A.B,C and Dare shown on project drowings Elevation R' and �. _ _ _ _ _ _ _ _ _j `�. E levoleolt "S"ort shown when required per Note 12 • 3 Elevation S applies of W*We well of striclum -- -__ _ �-A� ,� ,`\ --( et structure 4. Brtakout limits sholl be determined as follows: ' T I t Upslreom Limit - At the Interseclion of the outside of the spur wall Y Min. - � 11 t ` _ _ _ _ _ _ with the moan line pipe wall TABLE OF VALUES FOR T I" 1 T Round Edge . ' 15" S" le -r/ 21 5 24" 5 27" S COAC/shI Crone-, I �I♦ I Ei 11 E andF hers 03-3 . " OC __ 1 r ', • S-3" O C . , I Ilk , , 6 ' ll I 1 JI = I f \ If IIII •Y.: �' II, Stl< Pit I s-' N l E , `Tie bers / ' _''�' •'+ i 11, t 11/&,11 fepe Ise / , • 3- is" p.6. r ` , Z 1 1 I I I 1 I+ _ ,' `, -G bets \ �(j_04-6"OC. TABLE OF VALUES FOR T B T •Ate eeaCRIPI 15" S" le 54 21 5 24" 5 27" S 30' 6 33'6 1 r ', • S-3" O C . , 36 III 6 ' 39" 7" Downstreom Limit - 6 Inches downstream of the intersection of Ike spur wall with the main line pipe wall The opening shall be reclongulor, cut normal to pipe surface and without damaging reinforcing steel If a joint in the main line pipe falls within the limits of the concrete cradle, provide o concrete encosemont one toot above the lop of the main line pipe to the limits of Ohs cradle. 5 The Iransvtrse reinforcement in pipe shall be cut at center of opening and bent into top and bottom slabs of spur 6 The main line pipe shall be cradled and encased in I: 3.5 concrete rnw, extending longitudinally 12 inches beyond the limits of brsokoul (See Note 4). and transversely a distance of H on eoch side of the centerline of pipe. H = I/t 0. 0 of pipe + 3 Inches minimum Cradle may be omilled on side opposite lateral inlet when constructed in connection wllh existing storm drain. _ ' _ \\ �/r 7 Reinforcing steel shall be per 2 - D 171, and placed I'/! inches clear from I 110// of concrete, unless otherwise shown. Ifr e E and F bars shall be carried to a point not lose than J distance om ' - t E3 R' I f 3' Mon PLAN canterlint. J - T/it D + 6 inches. I I' 9 Concrelt slrength shall be 3,000 psi at 29 days except as otherwise ! I noted. A---- , I 10 Floor of structure shall be steel -(roweled to spring line Ir Ir _ _ - I I When Junction Structure No 2 is specified with reinforced monolithic arch ==��I`- - - -- , Reinforcing Steel storm drain, value 0 shall refer to the clear span of the arch 'MAIN LINE STORM DRAIN i I J -t Tie born Reinforcing sisal shall be cut •rod bent Into Junction Structure in the some R C Pipe or rsinferced I, ►-- - 1 /013-18"OC ' manrtr as lot pipe Concrete cradle under reinforced monolithic arch is menolilhic arch L - - h t _ _ ! not r squired �,1 �, 3"- I ,'�s .,� ,`e : o.., •7. `- •. •O•: e': •m 12 Wheel Elevation "R" and Elevolion "S"are not shown on project drawings, inlet I --Tis bar= Min r i�' I pipe shall Enter main Mine rodially When inlet pipe enters main lint olher than �' ..i:�� • 3-I• 0C , r /� I , r'- i radially, Elevation 'S shall De shown on project drawings, and inlet pipe stroll F-1 . SECTION M -M -T ""' " A sM REVISIONS mats •Ate eeaCRIPI `•'l'aa 119 E o • • Q 1 -11 -ii ,lp•I/ra /j`I•f! ,?1/411 Alrvited N*fe l #Ad odeled Nofe 12. 49"Wtd C 0 LsAArnv, No A if lispv' A00 NOTE 14 Arrvissd s(rrte t mens w IF se llee F c w rr Menhere /r.,w� /c.rer, NI�T£.S Sit cc/ 6roe41 Sff/ PAan M.. ? O><I,� A-- - 47t / - VAI_i SEs /lar A, B, C,4 a, Eh►wtion R, onaEhaotlivr S or.r .Mown ovi /he plan. ?1 - r + n...,.. , F baro I 1 j -` -'' TABLE aF w/.,r, far Fon4 T htnan . Concrete r,nt e,rd rvdvc.r, __--- Sid. /Ase N. ?-A 107 at V - -- - - � 'o{p t'onvr °pad' 2 -LATERALS.- ///olernb enter on both erdew ofmmnhub,occeu oheftaha.'/be hrcuteuo.•, •.-: Ava.O/cun!/etr ,ride rvciivi the trnoI/&-/alerly/. - i, I: l -- ` '' • d p" I J-CEN71-R Cif'M,INht�C f JHAP'T .tAo//brf /ocand ow• center /six wF S/.rw Orf,n halo, O, is I + l 9 r , �� H bort 4d 'ex /ear, tit which auep,6ce 4f h" afarnelrAcdly mound +hall 4S'w4h eevr;ir/iitl e ' Afinln,w 1 2 /a % w,to /'arvaV JI,wN. • + :'' 1 , j 'r /a n 0 4 -L 641 TH of ,vvrr%O,4 aw f be #w,-%D"d at opllcn t0rrwtp . eniI but any cha I n r ;,a,,,,y - -- - - 1-e" u,,,00..vl :.'. . • .•. - - - -' 9 lavIion of spur mwt be ogov�aed by this Ois/rKf Eirginevr. to/•.wrv�eV - I _-__�r--__ _-__.._ _ 5-DDETA/L M When orepih of,raonhakh iotW otrrrct l,r.'op of bona 1,JJ /hall.?-/0ile,-,Wvtd �rra•r.rhit s/rwte elr9' 6'it�v w le" To ,e-d.c I 0 SECTION G -I P� All:yap►od.TGwAawmtrvcl/rra►ohrlhit dhoft oleper Oetoil M. oe/ pp.,� , I ! i e jr p e,a ! (/� %�j+ III?/, c�o.rr n,N J -fawn) Garret/ Sheeran d alb!! as per Lktoi/M/brerr++yy depth of nroraho% As ofihono/. B -o N j toe Cerra, eq r,irt,, Wlw diGvrwtorq i1 4d A,- Isa, center A/,sMlt j&llbe l"vtrdos,arr Noted. .1 �'• o I'/r I I Round I ` r %`f' i � bar Gbars be laid un a slroi%hI grade from Elevation "S" to catch basin or grade brook Sowing line • i , nvE N 4- rot - Edgts,hal S_3 O.0—" in lint Elevation R"shoo be shown on projecl drawings only when stub IS to I 1 i _ _ T I 1 + i i R be provided in morn lint for future construction of inlet pipe D. SWtians specified on droviings oppry of the interseciisn of cen♦er 1ir►es i%K!/1bE.ri•liY-Wor1Bs$Qnd a'lbrD over ,96' WV 0 '4.7- EMBIFOWNT, P D2 1 t i_ -rF Dots _1044 ,� • of mein Ilne &I Isterets, exasfit fMet slstibe ns for catch basin corrsecla 1: 3; 5 •e: Eler S 1 r ', • S-3" O C . , pipe fly d inside WWI of struckmv. Concrete -- ` P, - \" _ - - s ' s' _ • : " &H. Use Transition Structure No. 3, Std. Owl. 2-0164, whgn A.C. Pipe is bar�t rQrp oho// be not morn 1/Awr 2 /riot about the to 1, f ( L +v� G•I. 96 •Y.: �' . ... I a- used for mainline. N l E • •' 4 _''�' •'+ i ;: 1%W/,s y LOS ANGELES COUNTY / �'I I I I ' I 0' I - - __FLOOD CONTROL DISTRICT I+ I H r__ - -- -- W I 1---- /t-FLoAq el/�hole ahvo//Ac. 10I lrow*/rd to W/rya,9 /erre. /2 -acor o/ rriorahai; /rxAudArr� &Ever; J/ad/bepu.vw /n vent c.vrhnuow opera/Aon, eacgvl _ - _ .. �'^�.r,.�. i -� o I. 4" _Ste er Ow No. L 0 P P g ' "-1.35 Concrete SECTION N•M-P-O ttsedwhwr�/a60tr'aer =.a 7r-"' 'Unditlurbed earth'" Permittee% �fy,Cj.LY,gTi0N'3"o /•+'.rel ins ids !' JUNCTION STRUCTURE win/l of ttre.ots.r•ec, �G�Q Hy e.c'tec/On A40 3-t•4J bars,4'-I"olpw r'AC Coobbaw / w ♦ asVitbne/ bars r"e. f to /..r+id. e•erjr f L' i 161 E M 1's I sJ o L`i {!}I/Kt NO. 2 S. TANS SECTION Z - Z A�onho% tYbrlae ' 2'tbr• IAr►poveolstttee b } = = ' - Variable ``T - �• ..a....._...-• - - -- -- —, - a �_•I.,e,,, e �I j- b • t C. r' l»4."l.e a N .. e . .: �- Corxrvfe ri s artd I--� •: W_ :. ,-� ng I 1. 4j . ------- ------- E-_ : - - - 3" Radius - -'_, -- - .r>Rovec 41* n J v • ' CNIa/ aN61NaER ,-Alternate connections '• per Owg. No. 2 0224 Y=( CATCH BASIN N0, 3 _ III ; DATE - _ _ DWG. NO 2 - D 112 �i E SM. Dwg SUPERSEDES DRAWING OF THE SAME NUMOER DATED MAY, 1939 "orxtrAo ,,ass eNEEr I or i Menhere /r.,w� /c.rer, NI�T£.S Sit cc/ 6roe41 Sff/ PAan M.. ? O><I,� A-- - 47t / - VAI_i SEs /lar A, B, C,4 a, Eh►wtion R, onaEhaotlivr S or.r .Mown ovi /he plan. ?1 - r + n...,.. , F baro I 1 j -` -'' TABLE aF w/.,r, far Fon4 T htnan . Concrete r,nt e,rd rvdvc.r, __--- Sid. /Ase N. ?-A 107 at V - -- - - � 'o{p t'onvr °pad' 2 -LATERALS.- ///olernb enter on both erdew ofmmnhub,occeu oheftaha.'/be hrcuteuo.•, •.-: Ava.O/cun!/etr ,ride rvciivi the trnoI/&-/alerly/. - i, I: l -- ` '' • d p" I J-CEN71-R Cif'M,INht�C f JHAP'T .tAo//brf /ocand ow• center /six wF S/.rw Orf,n halo, O, is I + l 9 r , �� H bort 4d 'ex /ear, tit which auep,6ce 4f h" afarnelrAcdly mound +hall 4S'w4h eevr;ir/iitl e ' Afinln,w 1 2 /a % w,to /'arvaV JI,wN. • + :'' 1 , j 'r /a n 0 4 -L 641 TH of ,vvrr%O,4 aw f be #w,-%D"d at opllcn t0rrwtp . eniI but any cha I n r ;,a,,,,y - -- - - 1-e" u,,,00..vl :.'. . • .•. - - - -' 9 lavIion of spur mwt be ogov�aed by this Ois/rKf Eirginevr. to/•.wrv�eV - I _-__�r--__ _-__.._ _ 5-DDETA/L M When orepih of,raonhakh iotW otrrrct l,r.'op of bona 1,JJ /hall.?-/0ile,-,Wvtd �rra•r.rhit s/rwte elr9' 6'it�v w le" To ,e-d.c I 0 SECTION G -I P� All:yap►od.TGwAawmtrvcl/rra►ohrlhit dhoft oleper Oetoil M. oe/ pp.,� , I ! i e jr p e,a ! (/� %�j+ III?/, c�o.rr n,N J -fawn) Garret/ Sheeran d alb!! as per Lktoi/M/brerr++yy depth of nroraho% As ofihono/. B -o N j toe Cerra, eq r,irt,, Wlw diGvrwtorq i1 4d A,- Isa, center A/,sMlt j&llbe l"vtrdos,arr Noted. .1 �'• o I'L_- alto r rn;+err S „n.� _ i , , f `r '""Y "'°e --- 6I °t: i'''• --- t - { YIu' dirt a 9-RE1,Vr QIC/NG STEEL ohv//be /ver 2-0171 , otro,9h! bony, /,� c%wr from h►ce of 1. 1 isI aJrownWhlrwAI TA►�J `.3, o1A;` 18 "on cM[1N•J ;j • . o"11I .• . __ D • .: 4Z, //der f • ,, a . -•"%�• t�Tnetf -- i '• 1. �.o. •• :• f N eSv. cwrxrrle evrAwa aM//be ,Wooed lQ:7I1" or c%Ier• Ji`*#1, C1Vd4,/e o(r/bihod GN plan. W- 14�-OS and b=3'-2",unless otherwise shown. I �o ,S. yr a e: .. a �� I Wr,oslr. i%K!/1bE.ri•liY-Wor1Bs$Qnd a'lbrD over ,96' WV 0 '4.7- EMBIFOWNT, P D2 1 • y' !i' A Aunt Tia so, ,'!� I a • + �*� r }; -E'ore e) Q-.S7Zlalf the//be /Verna, o,%0-oozoa.stea/end arwhoreanut/ea.tthen 4A her,n the wa/h Geelo-I.-I v. M,Ow at/atrw/to alb sq the �,00c lr� thea//be /4' 10 /5 "0.C'&rhe 11, I i fi '� ''' rj ;ti" U bar�t rQrp oho// be not morn 1/Awr 2 /riot about the to 1, f ( L +v� G•I. 96 m , •� f I I s3 — 1. r_ , N l E Q-/WMGs1; RZ-V ,CER ANDP/PlFRa occpa t/roft .tAa//be► tooted In /:? nrir /srav+(or alert •- 1 • �-is I . '• � B burl ;: 1%W/,s y V to 3'-0"(incl.) ,place one step 12 inches above the nootAy poinla+al cr w/poa/ ens/dt .t/w!t . IN , . • ►, s ® F el..- - f- I I ' I 0' I floor of the basin. V over 3'-0" , place steps at 12 -inch intervals from the .. - �4, /Q"o c Dolh wage ib �f \�`� ,; . ;ir M ' :-?r`'� "�` • used when S it Solar mors •. ! • : ; /t-FLoAq el/�hole ahvo//Ac. 10I lrow*/rd to W/rya,9 /erre. /2 -acor o/ rriorahai; /rxAudArr� &Ever; J/ad/bepu.vw /n vent c.vrhnuow opera/Aon, eacgvl „r „ �_ d, AS'ac OoJh wor"p, lube .. �'^�.r,.�. i -� o I. 4" _Ste er Ow No. L 0 P P g that o conotnurlias pwrl erflho.prhra�A� Aar with atory teAdArAo/,fl►S/wofl to SECTION N•M-P-O ttsedwhwr�/a60tr'aer =.a 7r-"' 01 ?I _ Permittee% �fy,Cj.LY,gTi0N'3"o /•+'.rel ins ids !' Dw No. 2-0175 I on 2-D232 I win/l of ttre.ots.r•ec, �G�Q Hy e.c'tec/On A40 3-t•4J bars,4'-I"olpw r'AC Coobbaw / w ♦ asVitbne/ bars r"e. f to /..r+id. e•erjr f L' i 161 E M 1's I sJ o L`i {!}I/Kt $ 14'•t �30po psi at P PI"IISil+Oe Mlotfho/s No. 4 S. TANS 017 F uta f— ---- -- A�onho% tYbrlae ' 2'tbr• IAr►poveolstttee b } = = ' - Variable ``T - �• YW of Man ilia /r. of "" iis ape /f/rd on plans so* Siad ',"i F tif * " ! _ 110' 46, r bo�•J Gye1A}1,o/ ! / °,7116,, AV.wd h R's' ,• t ' Dw¢ 2-D210 note 3. - = eta _ fs` 1 s': r' F A— f Qf �= �l. Ito ' u•_ s- i . ' 17 . M r*~r yr4 y,'',sd�� a. s [Sive/ I I • !�� .lto ---- � ftAWp - Q . -- ft_ - r s�•� - i t� •; .Sfvrw _ - - - / 1�fl w e ' 1. Var,o,&* + _ ,W' •' i Q TABLE Of BAR SIZES , 5T s __3 sr• ISA" jV Seat icor shofl j ._ _ �l often b u �t here/ D a 13 A 4 B Hera D erF_0•rr 6u h- 4�`___ fwli.R,► •:e4 � ' -� I2_ 3!' _ _ _ _ 1 6' 6 y , ` I ! � 42"-111" 0603' _• S * 6" 10 i4 . O. 1 ' - - - it. •y. e.. + I �1.� 0R; -i 4• 0713" 060 i' 7 • ' �\ � O &veil �4 /_ 6ifppe ea+t 7 If i� Ti" ___" ((( - - + i #i to?• t�.1 air- t, 1 Ynr_ + II 1 �"_ -ro 1 - -- L. "I 111 N- 1 edges co P.I 1 - 2v t fe- !91 -'e )_ P / I I .1"r1onG - , I ---! ! 7"j ' ''. — i •`-i f �[..3• i w �' ' ' - i ' -ice .-A •-�• r 1-t-1 l V VI I . iii A - J1�J = �f „ `P*~ X11 i R[FER[Ncstt RcvlstloNs LOS ANGELES COUNTY C— - �r \ e �'' . - _ I I �1- ©}a>} MARK OATS asecwlrT,o" FLOOD CONTROL DISTRICT T / • ♦`, 1 i 2-0107 446 Hltt`GE Mix __ � + + •.�-- 2 D t71 • & 5 VISEE. No. MANHOLE NO.4 t cfudws = I D. of Aevr I ��=' 0 I S REVISED ----- r.ri- -- - _ -�- et _ I,i,A. ,N..;*tm ofsc" 2-D 21r ° �l � PLAN, SECTION, AND i LONGITUDINAL �l•' 2-p4 2�® +� s�'�iS�EVoT� DETAIL Station- 1" i SECTION • D 10 0 CHANGE Dll E 1.1411 - !fr Qe -I•F REvISICTJS o 10 -Sr , ['� (InE Ar►RovaOSY / , uAaK or KWtT14r1--- - 1. PLA El!'1la1 1 T- �1, ' :"1.. �„�„�1 !� -- - aaattt��� _ .__ h -] -- PLAN S -/ 74 ADDED MOTE i sro /� -`• �V. C langth' RScr eN a DATF No. 2-5113i.1'I1V/Ir r1oi JA,wnJ Fr) -t -S- - - - - - J'' -A/l S'.ii .iN�. 111 9 70 eo DOC(no cel•■ ft.._1 . -r. ft o •kis a .lftleft t W t r- --I------------w----------T------------------------ -+ ---t NOTES Alternate Manhole I I I r- I f" locations per Dwg. No. 2-D 157 --,\ A i 1 ' I. CONNECTOR PIPE: Dowel'- -- -T VIII ��-�\,�Z__. Dowel per Detail Locale pipe of the downstream and of the basin unless 11--l-t- -� - -_ - specifically noted otherwise on the general plan. I I (' / \I Pipe shall be trimmed to the final shape and length before the placement of the concrete. N I I y P• ' �-7 I 2.CONCRETE: ! —+— Design, fc = 3,000psi compressive strength at 28 days. :1 E Il'- r-- I �I? ( Floor of the basin shall slope from all walls to the -- outlet and shall be given a steel- troweled surface III Sar 211 _ \\ /i -�11 _1I' finish. Curvature of the sill and the side walls of the gutter Dowel-- - i I !YP -_ Dowel opening shall be formed by curved forms. -Anchor Surface of all exposed concrete shall conform in grade, Anchor "11111 _2 IYi� slope, color, and finish to the existing, or proposed,curb and walk adjacent to the basin. N--�1- - - - - - 3. REINFORCEMENT (Std. Dwg Sloe 2-0171 ) .. U t 3" Radius--- -- - Il ,Cur .A Top Slab- No. 3 a No.4 bars spaced as required on the ___ ____ _____ _____ __ _I. _____ Structural Plan. --�4"Radius Anchor per I I +� N Walls and Floor -As required by Std. Dwg. No. 2-D 172. FLOW I _� t 4 Radius Dwg. No. 2-D232 t + `Rsinf. per 3" Radius 4 uNrrbN ace of catch basin opening (Exist. C.F.+H. ) shall Dwg No. 2-D232 A► be as required by Std Owgs. Nos. 2- D 88 , 2-D415 or as shown on the general plan. - Catch basins for W-10 feet or more shall have a "V" T 0 P SLAB - STRUCTURAL PLAN depth at the upstream end equal to the curb face of t 'k3 or'4 bars, 4 rsq'd 6.1 t- -- - - - - - - ---+ I I I F o to �9_ 1 __ _ DETAIL OF DOWEL Supersedes drowJng of the some number -1 Slope to outlet ; PLAN, SECTION, doled Aug, 5W from all directions-, i AND DETAILS .....•r REVISIONS Q a 1 _� A_S. H_ MARK DATE DESCRIPTION 7- (00 ---- - - 111,1:..oaf m 2.1-'ri AddMo• 10 Nei. 4 III 4 ,. t �I ftacarreRwo ar An.ov.t .acorr�Wo�r D W H - J: Z 1 /4 .,I ba o//riIWIlm _ - ,/ a- .. e 1 -• - - - - - - - - - -- L e, 1•' �. 4 Qla�__ _-_ -_ _ 0/V1NON lMO1N AN -r 1a/ 0..1/7Y 62'.264 011e... Nr -.4 1_ Ar►ROVED eY � - G.J P. Subgrade optional ' Al cN1ErENCR,E 'v :,,...lied - - SECTION A -A SCALE DATE DWG. NO. 2- D 163 C W. H NONE 5 - 15-'68 SHEET 1 OF I _ W VTfr ) , the catch basin plus 12 Inches,&but in no case shall the slope of the floor exceed 3:1 R1E'ARd EA17 ►WUL /Std. Frame and Cover Raw_ To W- 14�-OS and b=3'-2",unless otherwise shown. 111 Radius,, I per Dwg. No. 2- D 156 _ I ++ ca V = 4 -0", unless otherwise shown. +I , •` Anchor-,\ /-Face Plate and Opening I f - 6" if V • 4'- 0" or less. to4 b per Dwg. No 2-D232 3 T _-, ., `-• i _ _ _ t -r- - _- 10" if V = 8'- I" or more. 1- - I c d' -,t. • II "'E' . s3 — :e , Street or S. STEPS (Std. Dog No. 2-0 96 1 N l E '�� -Dowel I -111 11, I B t 3 S 20" LL /i L.D. surface I V to 3'-0"(incl.) ,place one step 12 inches above the + Il- - l l I11 I 1 4! I -+I-' �f I 1 a \ I I ' I 0' I floor of the basin. V over 3'-0" , place steps at 12 -inch intervals from the I Dowel-" I ; -Protection Bar and/ floor of the basin with the top step at 12 inches (minimum) 'ni I. 4" _Ste er Ow No. L 0 P P g " V. Support Boll per I 1 below the lop surface of the top slab. 01 ?I _ _., 14 1 2-096 and Note 5 F:- !' Dw No. 2-0175 I on 2-D232 I Z? LOS ANGELES COUNTY Z.I - ..z un ved etre. f_ _. _ (Shaft not shown) J6'tar paved strI , , .; • .6 . 6' �; '- - N bar ,w 4 0 >I A�onho% tYbrlae ' 2'tbr• IAr►poveolstttee b } = = ' - Variable ``T - �• FLOOD CONTROL DISTRICT e �I j- b • t I 00615 steel .: �- Corxrvfe ri s artd I--� •: W_ :. ,-� ng I 1. 4j . ------- ------- E-_ : - - - 3" Radius - .e� ' ,-Alternate connections '• per Owg. No. 2 0224 Y=( CATCH BASIN N0, 3 Supersedes drowJng of the some number -1 Slope to outlet ; PLAN, SECTION, doled Aug, 5W from all directions-, i AND DETAILS .....•r REVISIONS Q a 1 _� A_S. H_ MARK DATE DESCRIPTION 7- (00 ---- - - 111,1:..oaf m 2.1-'ri AddMo• 10 Nei. 4 III 4 ,. t �I ftacarreRwo ar An.ov.t .acorr�Wo�r D W H - J: Z 1 /4 .,I ba o//riIWIlm _ - ,/ a- .. e 1 -• - - - - - - - - - -- L e, 1•' �. 4 Qla�__ _-_ -_ _ 0/V1NON lMO1N AN -r 1a/ 0..1/7Y 62'.264 011e... Nr -.4 1_ Ar►ROVED eY � - G.J P. Subgrade optional ' Al cN1ErENCR,E 'v :,,...lied - - SECTION A -A SCALE DATE DWG. NO. 2- D 163 C W. H NONE 5 - 15-'68 SHEET 1 OF I _ W VTfr ) t FRIAVT WAL L R1E'ARd EA17 ►WUL of Raw_ To int ST EL d FLOM ST L ca • xltttl Hor ere £aaA Wo to4 b 6 3 3 5 X 3 5 6" to 7 4 8 9 __ 4 �- s3 — 4 7,,`_ 4 4 3 B t 3 S 20" 35A' — 4524 *3014- %4 4 6 316 3P6 "'5 5 6" _ _ 4 6 19 04 7 't' t /2If /4' B /0./O •3� /4" 4 *B" 4 Let?" ' 4 5 /0" _)4U Z? 0 4 06 - ..z un ved etre. f_ _. _ (Shaft not shown) J6'tar paved strI , , .; • .6 . 6' �; '- - N bar ,w 4 0 2� 1. TOP SLAB REINFORCE ENT T idohf !1K/ sN 1 I _ ' qp nese I , •4.1 ,, For detailing of required sleel,see Catch Basin Standard Drawings. For dimension "b" greater than 4 ft.,ses the special design of the top f ea _ L. slab reinforcement Mown on the required structural plan. VI b 2 WALE ANQ_-FLOOR _REINFORCEMENT- / ?C/ The indicated reinforcing steel applies to Catch Basin Standard I -- - A Drawings No. 2-D101,109,160,162,163,164,170,195,2431and.2,and 471. 1 I 11aL All catch basins constructed on streett designated as Stole 1 _ 1 fry !} ,:' Highways shall include the reinforcing Seth/ shown on this 11 - _j__. �r�� drawing Catch batins constructed on strsels not designated as Shote WALL AND FLOOR STEEL SECTION i Highways under the following conditions require wall and " ,r floor steel reinforcement: GATCH8S/N gg'INFORCEA/ENT- W 1Q t'� (/n /. IQ Basin OpeninE (W,C or S Ba—sin _Deeth (V ) To 7 feet (incl.) 10 feet or more T to 14 feet(incl) T feel at mors Top slob she/,sin nolo /-7 14 to 21 foot (incl ) 6 feet or more 21 f t All V f ft J t FRoNr WALL AiLFAR WALL EM9 WAL L STEEL 3 - 6'r 7s J--, I J- ___ _STS--_ _ _ STf L 03409 /4 xltttl drain when diQmefler D, is 48•or less, in which cope place E iaarJ syrn- hors A 4 B et�iBars C D � £ • E Flirt I b 4 4 /6 ♦ 3 Volley type inveri,shown by dashed lint In Section, required V j -A-L j - ------ -AvgQ 0 4 0 24' 24,F s3 — A, jA/8 4 4 3 B t 3 S 20" 35A' — 4524 *3014- 5 6 B r 3_L " 3� ___ 4*2 ;3 5 /4" 12 feet, see the required structural plans. _ - _IF MOf ,'' " 6'ac. b inalide a PLAN 7 B_ B * 4 p /3 a 356 __45e?tf •3� /4" �? I a follow, 11 _ 4 for�ovladstreets ll" 8 For 18' 15' than 6'i/llches in the ern//s of structure. Unless othaerwim shown the spacing shall be /4"`1�i l5'a c�Thle ibr�teststnp.slaa//nntbe mavB than - ..z un ved etre. f_ _. _ (Shaft not shown) J6'tar paved strI , , .; • .6 . 6' �; '- - N bar 2'-6'obove the invert. See Std Owg 2-096 DAT[ 6`12'53 A�onho% tYbrlae ' 2'tbr• IAr►poveolstttee b } = = ' - Variable ``T - �• 7- RINGS, REDUCERANO PIPIE for occes3 shaort shall be 3mitedin mortar Streetg^0'0� ' over, Plon iVb. 2 OMNI 472 ® �} "' �7 �; '- - f bars and nelotly pointed or wiped inside ttaestaaft. 8 'STATIONS of rriaiiholes shown on hon app/y otcen fbr of sl tat t 00615 steel .: �- Corxrvfe ri s artd I--� •: W_ :. ,-� ng I 1. ,�'r' ' . Round *137 flPvatians shown aItstotions meter ire ro7 irwrt lines P arajvd 9vrrAe X= Vtt)-TCF. *N+� Y=( =Jt/sea-? f--- - -- - �c-- . �-__ Z-. - 4k 3 4 ? over se 3. S E R A L_ I ' 27a. - F W-4. --- �'-- --.4I �j ---- 3 - 6'r Steel reinforcement shall las per Standard Drawing No. 2-0171. J--, I J- ___ ,# 4 " / Bars £ _ -V _ Steel to concrete surface, end clearance, shall las I inches. 03409 /4 C/. drain when diQmefler D, is 48•or less, in which cope place E iaarJ syrn- l< 1 8 0.t I �,'' I L - T -- - - �' I b 4 4 /6 ♦ 3 Volley type inveri,shown by dashed lint In Section, required V j -A-L j - ------ -AvgQ 0 4 0 24' t 1012. #-541,411 when connector pipe is aligned to end wall of a catch basin. --- _ (�f ?tom monolithic .shaft as per Aetoil M. Shoot for an deo th of twnhole may ear I For the design of catch basins with o V -depth exceeding IXI -T t B- C D dors % � ix 12 feet, see the required structural plans. I1 II 3"a c . _ _ ,'' " 6'ac. b inalide a PLAN IX I m No 4 bars may be used m lieu of No 3 bars I' 1 - - �? I a follow, - I - I -�' I _;J - - 4 -..2L -_3J0 I I _T____ om. I 1 n1t- -- - - - - M - - -- --- - - .-I M4lof$ SECTION 2 A?{• WALL AND FLOOR STEEL ETCH BA SIN R /NfORNT -"W"GREATER THAN /4I ALTERNATE WIJE ALTERNATE 4k 3 4 ? 04 2`* - © F W-4. --- �'-- --.4I �j ---- 3 - 6'r 4 4 /O #5 !?" ,# 4 " / 1 3 6 * 4 12 03409 /4 • 4 4 drain when diQmefler D, is 48•or less, in which cope place E iaarJ syrn- * It3 1 8 0.t I �,'' I L - T -- - - �' Addtfd note B 4 4 /6 ♦ 3 +t 4 f1 24'r 3 /O * 4 /S' 3 ?4" 0 4 0 24' 3 /1 f 4 0 /e --- _ — tr -� - M C SUPERSEDES drawing of some number doled July 195 ---- __ -- --- - - T •41st ---4 - - t_F_______I - f/ -----------11 ._. LOS ANGELES COUNTY ♦ 24' - s D VT1L) .>rIG1EQ END I FLOOD CONTROL DISTRICT Millan � -- In t WA L STEL I • _ 0> ��.�� R i _�- _ __ ^a" in BARS G V� 2,C,t.. ----.----a -- - - CATCH BASIN FLOOR REINFORCEMENT SECTION 2 4.# 6 s' of 6of ' 2�4 REINFORCEMENT e e "•'R•Y REVltlllOfM 9 /2 /O M 5 6"_ I Bars G'` dram G -KIttL YAIMa DATA Oe Y C Ri►1101101 _ I _ _-- _ -J Choc..& .v & ll -*73 AWO C 1109 AND 'A4 - -- - _ _ - f � =I _ - _ _ 0.'_i. 1gc.rww. an � '= . W!i ALTERNATE ROTE _____a-_ tri_ ® zfr AnoED (c M a) of mob.0600 &V-- -'-� -, —•NYIeIM lft.fftaaw , ,« 1 eftlae ee►vTY APVAGVEO eY _&I-5- 5 C1 A - 7w��e I �-t4� C"WF GNOW441M - ov'-""••• GRATING BASIN REINFORCEMENT 'CALK DAT[ DWG. NO. 2 -DI 2 CW.F�-_ NONE S -IS -'68 eHaET I t>• I F. _ ' - to .R OS i l lineI!' - Jw' n9 n9 • ' - - Inlet elevation •I oppliies at this pant �' 1`t.` T - "4,18 tete both ftr0 fb ' be u3W when Ut !3 SECTION A-': A so "or Over -- Ape 3eat/evel . 1 E bar-- , �+ ,�Abtg4 14.r----„ - � 1 r . -- , r_- ,1, I , r .Yi i i I 1 '0 f:i r' , I P-+' ?�4 -9•=4” Seep of �0� NOTEg - © F W-4. --- �'-- --.4I �j ---- h- TABL f of wlues fbr fore on this plan. MANHOLE SHAFT llxottlad ter line ff-IFIMET-ii� r-- + 2 - CENTER Of shall be over clt�rf of3 torn? ". 3/'Obd-- r(W ' �° tia�ol ovtia drain when diQmefler D, is 48•or less, in which cope place E iaarJ syrn- "6, If b'°n 3'3-ibrag -- 1 8 0.t I �,'' I L - T -- - - �' Addtfd note the& °f c'0r�re metricallyoround.7li/a rt at45'withcenter/inleanis!ornttJbars. 3 - DETAIL A4. When _depth oflwnhole from btreet groide 1b top of Liar ( b: - - "4, H born is leu than 2' l0'� hole pavedstreet°r3'6'firuf�plaveld strees,ctorutrlxt A l r' I A}adiu, • 1. D. af,pur t or - -� =0"f7ioxilrar/ t - - ' I J 3'-0' long monolithic .shaft as per Aetoil M. Shoot for an deo th of twnhole may ear � ,' �3 " -1- 3 r4 J bars I 1 'long 1 I - ` - - Step . be constructed os per b etall M. When diameter 01 is 46 le33center D dors % ,' , - f 13"ac ctartY olid 1 bobs of she fY ileo be loco teal os r note 2. y Pe 3"a c . _ _ ,'' " 6'ac. b inalide a PLAN 4. - THICKNfM 01 DECK ahaall wry when nlecemwy to prtorde le ret pipeawt, butshollnotbe less than tobu or wlug, fbr f3hown on M45 Tie bar -' te-- - - i i - -� i �' % - -L of manhole (Rings cr d cover not shown) -Tee bar plan. 5 - Rf /NfORCING STEEL to be per 0-D171, / i clear f)tOm fbtce of concrete 8 1 I I 3treetgf1Xk • ,- Concrete rings I t p I Omit this s ta°p / ; ; 5'x l ' Ri seat_ flbx Mln. unless shown otherwise. 6 - ST E 5 shall be V rouiad, gol wni red steel mid anchor ed no t less GNI i, aR. elft tfy-- - - 1- ---"!f'' m street3 -- - -- _ _ t-' i� �.bdr• for�ovladstreets ll" 8 For 18' 15' than 6'i/llches in the ern//s of structure. Unless othaerwim shown the spacing shall be /4"`1�i l5'a c�Thle ibr�teststnp.slaa//nntbe mavB than - ..z un ved etre. f_ _. _ (Shaft not shown) J6'tar paved strI , , .; • .6 . 6' �; '- - N bar 2'-6'obove the invert. See Std Owg 2-096 DAT[ 6`12'53 A�onho% tYbrlae ' 2'tbr• IAr►poveolstttee b } = = ' - Variable ``T - �• 7- RINGS, REDUCERANO PIPIE for occes3 shaort shall be 3mitedin mortar Streetg^0'0� ' over, Plon iVb. 2 OMNI 472 ® �} "' �7 �; '- - f bars and nelotly pointed or wiped inside ttaestaaft. 8 'STATIONS of rriaiiholes shown on hon app/y otcen fbr of sl tat t 00615 steel .: �- Corxrvfe ri s artd I--� •: W_ :. ,-� ng I 1. ,�'r' ' . Round J �� flPvatians shown aItstotions meter ire ro7 irwrt lines P arajvd 9vrrAe strew -- - - - - - +.. • I r1 otter, Plein Jib ?•0107 '.:� • F 9 - FLOOR of manhole shall be Steel -troweled to springing line. j �i E SM. Dwg . _ 1_ h -o Minimum 2 /O�► with b 3'R. b- BODY of nionhole shall be ploured in one continuous operation, 2-096 -' pat�r/strteets ,`, " , except thoto coal tnl/ctanJoint witho ibngitudinal keylnay may I Minirnton 3'-6"with ° , ar--� •• ,I- ', be placed at the springing Iifae. , P .3ir2'Pipe S t•, Z" I unpaved streets. a Note 3' 11- LENGTH L ANO EMBfD1NL;NT shall har4? the to/lowing wlues unless otherwise shown on plan o I!. • -4%r` . -,See DETAIL M ill' ' 4 '+-'' . =::-- f bort for Or -S6'or less, t. •5'-60, P-5' It `A4wnd ' ` �,, `Tie bar (See Note 3 ) D2 over 96', L •6 '0', P•8' . C r' I' J born L may be increased or location of manhole 9hi Pted to meet pipe ends. F. _ ' - to .R OS i l lineI!' - Jw' n9 n9 • ' - - Inlet elevation •I oppliies at this pant �' 1`t.` T - "4,18 tete both ftr0 fb ' be u3W when Ut !3 SECTION A-': A so "or Over -- Ape 3eat/evel . 1 E bar-- , �+ ,�Abtg4 14.r----„ - � 1 r . -- , r_- ,1, I , r .Yi i i I 1 '0 f:i r' , I P-+' ?�4 -9•=4” Seep of When L greater Ihon ttxiit shown atx,>,•e is specified, 0 bars Mall be . continued 6 "a c. IZ- D BARS wall be '•4 III Ot -39"tar less, e5 for Or • 42" t° 64 "inclusive and e 6 thr De -,90 "or over. Tie bars shall be '•3 bora. 13- IiI -3000 pai.at Z8 °lays. A14 - Centerline of inletkoe to intersec t inside tike of come at spr inginy line unless otherwise shown. O 15. Where Pressure M, onhote 11b.2 is specified ai ,oiI see Std Dwg 2 -0210 note J. SUPERSEDES DWG. N0. 2-DI03 REFERENCES REVISIONS LOS ANGELES COUNTY 2 D/07 NARK DATE I oaseRl►TION FLOOD CONTROL DISTRICT 2-01I1 8-33 kirised MANHOLE NO 2 di 11 �0� - - © pie!- W ff-IFIMET-ii� C ea'i4rJsn ". �H,�,ELI ' 16 ®t•1 • • e Addtfd note �allum� 11;_ ' __� 0 2-096" ® 10.54 .I pEiA1L '1j-____ •. ; ' - - - �`-� � won Step When L greater Ihon ttxiit shown atx,>,•e is specified, 0 bars Mall be . continued 6 "a c. IZ- D BARS wall be '•4 III Ot -39"tar less, e5 for Or • 42" t° 64 "inclusive and e 6 thr De -,90 "or over. Tie bars shall be '•3 bora. 13- IiI -3000 pai.at Z8 °lays. A14 - Centerline of inletkoe to intersec t inside tike of come at spr inginy line unless otherwise shown. O 15. Where Pressure M, onhote 11b.2 is specified ai ,oiI see Std Dwg 2 -0210 note J. SUPERSEDES DWG. N0. 2-DI03 REFERENCES REVISIONS LOS ANGELES COUNTY 2 D/07 NARK DATE I oaseRl►TION FLOOD CONTROL DISTRICT 2-01I1 8-33 kirised MANHOLE NO 2 di 11 r - - © pie!- o p JJ C ea'i4rJsn ' 2,0210 0 10-54 Addtfd note PLAN. SECTION A N D 11;_ ' __� 0 2-096" ® 10.54 Added note Sporting pEiA1L '1j-____ •. ; ' - - - �`-� 2 D 472 119-7 Step `' __ Grp /r ''� ,& -1-74 4tH FISC ref. A►►Rovas er J &ilei. a/O ire 8 rr r`• GNI i, aR. elft �T ION �7 -�,8• sUe Ra • I4 DAT[ 6`12'53 NO. 104 SHEET of /-- E bars - 2 obow and / 2 below opat/ng, /1 T l2"mh. _i_ ---3" Rodius- ," t i ($OI ,7016 5). Itbr»s, i1/' f // \ �C Le bars -2 obow and ? below op**y "-#4 0 !B"ae. or clow. \\. i _ - . "'---C bars. \\Y def . PLAN CORNER CONNECTION D bws-2 obow gaol a , \ Z blibw AoIMi4. / A A- l /% lSw noh 51.E ,� 1241 Im / , /Z"mit ;`dy / I 1 (SN /EOM 3\ Y 40/ ,// \ � �� �" 5� \< X \eX r \ \ - i1. I \ ` ' \\\ �\ \ i \ \ m \\`i ` i A i \i PLAN SIDE CONNECTION 1 f �-IM4 0 /s"ac. w f emser �- C bars. 8 I T I C bars I bars" I I 8 I T jCb0ftj hors" 44S lc b +n I " 8' v b 14 4 57 9'A i so 3" lo" fV 4 0 /9"o.c. or C bars. I Omer. I T L# 4 0 !9"o.c. or 7 +k 4 4 /2'0.c. C/OS*f SECTION A -A NOTES /. Reinforanj Orel, par Std, Ata. 2-0171, Oho// be /4"O/ear from lots of co,7cnfb unNas olhifiliI Shawn. Z. Rolimorr"" st"t III law* ibee of wkh basin *v// shall be 61 of csnhr of openhq and bent int walls Of /11110001 /c controcNon. Rointbroi. Otr/ for oulsids fte of conch basin we// s/N/l be cut 2 0/tor of 00Winy, 3 Comwilbn shall bur poured mvmliM/c with cotoh bosirt. The mwWed *dW of ovftt shall be c+arsA►xW by pouf co,7cnN gVIfist o curved /oris wi1A o radius of 5- 4. flow of sirmfufr 0I be sje1-1ro*v1*d to spring lino. 5. Conlwtws shell be constructed whltn: to). Pipa,A !2 inches through 72 inches iii dionNter, in/N or ander ffimagh cornier of catch basin. (b) An& A, for pipes Z4 inches through 30 inches in oWntaNr, is 7b' or /ess. (c). Pips, 15 Inches/hraugA 72 inches in dloinahi, ® lank or out/el tiIIII any wall of catch basin i/ Me e'or7neet0--,0/,#r obw.s ,-70/ ex+end fo 1ff *a// per )IIhe► app/ieo6/e r otrh bosi,7 .r/ondore. REVISIONS BARK DATE oeseoln,oN A - 5-7-68 Re visod Noh S(C% j� 1-14.71 Re/vlOjC Noti S(C) e.effr raftMe eT ! L IJ„` 1 14 DIY161eft aftelfte a l.seleoaftemi R ,sgaoeeo LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CONNECTION TO CATCH BASIN FOR PIPES 12 INCHES THROUGH 72 INCHES AMPOVED er _ CNIa N01NEaR f scAu DAT[NQ, 2-D 224 NONE MAR. 1956 sM[tT I or I TRENCH DETALL . Viltt/Ef 1 NAZ. - 13i Or Y L/AI►/T AF /t •C• REMOVAL w131 X• vRf /d! I O'MA LIMIT 6F VARLIMiT OF Y ~LAY M t4X wd.s< ff•i' wlci i✓ITN >� iI.e.i�l/!T. A.C. C i111111116TIAM 4 Vireo& SMIii OR sACIR/A06 if -REQUIAP” /t /i IIII $56 GfJVERALf NOTES 11*4 O.1 Rc.P, IIK I . .. . :4 .. ... . /Ml�Tgw^L �ee/tr.