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HomeMy WebLinkAbout1790-885811 NOTES • - - - - - - _ - - - - - - - - - - - - - °See Special /Vote - . - . I .... _ _... .... . . _ 2-A bora-4"c.c-•, r,hor outlet sea standard -//--__ __.__ _.- ----------,-,--A _ / A Bari ---- ►•'� I catch bosin pltlno 1' 9�.-_F _ --_ -__.r .__ ¢- /Inlet pipe D Imes A Dors ► r A Dors 1�_ I E , � 5�--` `� '- 1 %I bed din I--- i- - --- 0 - o p _ � --a' � e 12-'39 �5 a r - I � 1 A _4 ,_Catch basin floor ' _ ' -,burn or cuts pipe to- r I -___- I 9,' __ __-_________1__- ,.16 1 Q20C-20nC cont. Cr_ _,loin or Isurfoce of concrete.-( •__-- - I 9 Nola•Whencatch bosh tolls W V(ft ) t FRONT WALL REAR B FAV W4LL 1F To (An) STEEL f7-00? ST E C B -- Bars D bb's £ e ►Mart or VW1 Each Wo ro 4 6 3s 3 W • 3 1!6' ro 7 8 e- iA 4 4 P f2 ro7 8 /2 /O 4� 4� �4 /o / 4 60306"'03 t ► I. ! 06 • 3 6" l 4 8 B • . • / /4' 8 /O /d 4 ♦B' "4 Pe 4 /0" l4 / /2 /D 4 6 ''4 P2 '• 4 /D ' _ - - - - '_ - _ --- _, 61— "- ,�_ �--�- �-*- ,, Highways shall Include Ih• reinforcing steel Chown on this drawing. I ZI t•� Tqo sk>t1 s/rrl,ttt 1 /tee /- --' AIFAR WALL STEEL EA19 WALL 1. TOP SLAB REINFORCEMENT For detailing of ►•QI,i►•d tt•tl,tee Catch Basin Standard Drawings. ALTERNATE ,,, � L ,• ; 1 I-- 1 i'orloble--------T-------►{--•------t-------Vorioble--;=----t-------.t -`" �`•--- •t Sio(e Opening t ',� Side Dashing I t , t �� i Side Opening i I K ' ' I �. ,� I -- Bars D bb's £ e ►Mart , . For dimension b greater than 4 fl.,se• the tpoclol design of the Pop A 3 6 /? 01, t �' - BOsi%7 ! \ (3o in I �� I I BO. D 1 ! I C f F. / I?-� x L slob rekitorc•ment shown on the required st►ucturol pilon. S CF. ; I �: I I I ! , j ! • Top of Curb- I 1 I I , I ("y 1 _ _ _ _ r ,� e I VI b 30 2. WALL AND FLOOR REINFORCEMFNL 7 ,, I t ► I. ! I { h , _ A ?4' 1 I I --------- / • - - �-� / The Indicated reinforcing steel applies to Catch Basin Standard li], Drawings Na 2-Dtq,109,►60,162,t63,164,I70,195,249Jand.2,and471 - . -- flow; Slr6r. -. Po B `� --�-----------={All Curb facesfqul�('---------------=-'----------------- '` --- -- - :°pi , r. ) I�f A ' 9 I I • _- Q 1 . All catch bosint constructed on slrs•ls designated .as Stole /O V i> " Stroi hl 6rodeorsee note l' ty �ariohle -Ridge Line ,'Point M 1 ' _ - - - - '_ - _ --- _, 61— "- ,�_ �--�- �-*- ,, Highways shall Include Ih• reinforcing steel Chown on this drawing. �-� �pI �� .5, -Sfroi h1 Grodeors>°+enole�P' ` ' - _' s 'b` (� {� �� REINFORCING v v ff c-7' ''7' --_-- + CASE A S L� �. note �TU I E STEEL INSTITUTE Catch basins constructed on ttr••h nol designated as Stale • / -Se• ,A I co�'c�et•r p� l.� _ r Hound ed is of j_ •� ! on top of box,tho opening may / tr a . i en4osurntnt when mors Nghwo g -------- b-�' I / WALL AND FLOOR STEEL ,,SECTION 1 ys under the tdlowln condlt►ons require wall ono Seene% �c or C.M.F) p , I were:;-u� Qj__- - 1 I .•.--- .- - - - be formed through floor of / than one section of -- -- floor sleet relntorcemant: °Spec/ol Ntolt' Where no curb exists, curbs shot/ be ��t.� __ _ �, �� (-Ridge Line STANDARD A615A REINFORCING BARS �_ ��af A.C. ipe�1 ES , i f_. - -_ - 4. k � • a n catch basin and lop slob of box. I c'v�... ¢-, of pipe ie used. ATCH 8AS/N Ri-1)-QRcf-yfNT- W ze i4 (Incl.) �t constructed between ends o1'locol Depression. Curb �l t_ �• , (Round O><>r) _ _..� W1 pipe ;:'-__.- __ _1_- - •,, I , 1_rr�-_.___ Basin Op.r+ln9 (Miter s Basin Depth (vt v1 " '� „ r. >.� _- , ___ � _ section confhrm to that agency -T_ __ I1 . - , -• r BAR SIZES WEIGHT NOMINAL DIMENSIONS -ROUND SECTIONS _3N8. ' - �S•e Noto 4� s s ,t3ocktiN with. D - 9 9 y _ 1 _ bo be dding - __- -1. r., "1 `\ a s, , ii4j __ __ To 7 lost (Incl.) 10 fist or mor• - \-I L - - - _. -- - - _, I Eris. Guf/er Lint / - - ttm- - I- W " b_ A Darr Ac's 1 420 C 2�U `' J • \ _ _ . _ / 1 • . _ POUNDS DIAMETER CRO55 SEC710NAL PERIMETER _.. _ \ P.C. OX i ----- - t M s 0 7 to 14 f••t(lnd.) 7 feel a more *See Special Note -\ • •i ( ' - } fc .30+00 OLD NEW ++ �EX/.fit INCHES) (NVu8CR5) PER FOOT INCHES AREA-5CIINCHES INCHES (' 't.19, ' iv; _ r s concr•l0 .r n l7b • • a 1410 21 to•tllnd.) 6 feN or mor• ' Curb Porn/ A 1'r•I I I --Pr,/ B ' r G Natural A bari cv I 4•-0 --- #_ I � � �-�--�_ ._,._�_._ Tgos/obsJw/tNnoh/-� ' h----- ' I --.i , �-- I F --- ------i �2Bd� S ground \...mr `'� '_i_{12.0 low " ,I 1! a co" C1 t;+r11 °f - s �� I, D r; s -i'; tongth•U in 11.E 3, Ill`//, ^, r , - r 21 Post All Wriob/e----- I I t L I (var'ab/" y I K I i I y I -2-A bare 4 c ,_ f. to relvaVe placed under cut hors and on 78 -- - .r..-- - _ - ---- > J 11 Uncompocted _'- -• - y s density req'd .\ r*` lop of uncut bare In bottom ! b' e of lop slob. Omit borl that hall % SECTION F` F:I---- . . ' 1/uckfill y poe. __�----._-__d__e__ . •`' CAS Fe I SECTION A•A C'AS� 2 ilicdlons. SECTION 11-11 'I ober sidswolls' - . • r / y _ -_ .--.-.-..-,/ _ ----_ _ - - _ . -i---- -\r _ - - ------,I,------ T _- \ __- __ - _.._ ., - - I - - - \�'' C, . 1 Min. boorin eurtoco , �` _ - ' - I_.-(. i i " . -.__ ._ I - - " p •. '• / \ _ t _ -I---- , � 1--L f - ' � .11 I ' _ I ,--�� FI_ --, C)- 4x, _I'E -_. t• - /I f, - -.� > .+<- Cut bort 2.- 1I, ® e �/ ) Q4'� / �// 56/1 (s-3UC�C) ' `r ,l' clear d o sate \ lc\°- /'� 45 R 90 !� I �i I (-� G ► I El m � _ .__ I I P J V(ft t FRGWT WALL AIFAR WALL STEEL EA19 WALL © ALTERNATE • ST L _ r STE£ S/ �iocl)Te Bars A 6 B 6bs C Bars D bb's £ e ►Mart /0 A 3 6 • J 6 * 4 / III` 4 x 4 03,918 4 S B• 3 20" 30V — 4♦2� z 3♦I4" J e _A /6 30 6 7 8 " 4 ♦ 17 3AIB 4lt24"'3' /4" J 24' A ?4' i.i• 3r6 4�2/ •3 /4" /e R[cobdbd[p>.a1& / /� 1 DATE NO. 2- 096 ,9_____k !','s S 9 /0 ,_ /O a 4 P /2 /2' JF 3 II /O // /O - S /S •3 /I" /R�_): X= V #0-(C.F. *H *4 7 y' a��a-2 - -- -- 3 ,iENE_RALe ;- --- L-------r� --x- I------ - - r--- _ -.+� -, m /4 2� .167 .250 .05 ' I 11 ! SECTION D -D I t' r"` Steel reinforcement shall b• pot Standard Drawing No. 2-D171. I 1?- I t S/dC OpPnlrl9 D I i, E L E VAT 10 N2 -a - Gf I 11 l , I c.f, .376 .375 .Ii 1.17813•• _� Bars £ Steer to concrete surfac•,end clearance, shall b• I j inches. _- 1 T pkfCurb- _ J f3oSln (r> L____ 'P____ NOTE A ® (�) I C/ b Volley type invert,shown by dashed lin• In Section, required ' I r ' ' + a Local Deprrssio✓t shall be Case 19 un ess otherwise spe>ril3edongc!tervl plan. V I r p when connector pip• it olfgn•d to end wall of o catch basin. fbw ;L41% Slr. 6r, , } t,Variab) o b. Elevotrons al outer corners.s�lown on anCll7l bn. Il'no e/erotions ares i.%Id, ® ��8 .5oo .2fo 1.571 _ ,quolCurbfl�crsn1 y P P°C' II 1 ♦3bart �r12 t I For rn. design of catch basins Mita o v depth •xc•eaing tb�' 1Poin_/�4— feet' e • 1/Moulare I or Local Depress�onshollcon/brmJogn/shedstreetsurftiee.I xI I ( ♦ /t • 2,cl - = 1 v G ` ") ►� ebe g n9 .Y ,9 9I I _r I Blas B � o 12 feet tee the required ttruclurol Tont.1� ori lnl Mc. Stokes shall set t0 grade the ralle and olon the rid •line (outrtr8, --- - I p Io -Slro. ht 6r Ri l ice- `- - edge otr-ocluv/ depressed area). Stokes of points M'•ond 'N "shall be se. I (�) I.0 �r3 .625 .31 1.963 I I I II I X I Ld No 4 Dart Hwy D• used ., lieu of Pio 3 Dort I -Sirbi ht Grade or sea' nofe P __ f on o stroi ht rode between tops of end headers(if'on o vertical curve �4 ( - _ =-� I2 I °' fOIIO"'' �-� t 9t'•1 Th 4- k h 11 t be ma ed t'I oust bcfirr the 0 1502 750 44 2 336 - 1_L 1-. Yom'. - - 1-1 Jt11 I ---_r--- - r----- 1' ---I w��: �I , I�� /s - . ``�,�, r /I one e e •A - __ •/ L-. ___ t _- _i__--- SECTION 2 } �v �.j �,-,- -_ _�,.' _- ----)____ WA#LL AND FLOOR STEEL O� - I o•// I �� � `°J �r I_ --_I, (: - --I __X _ I. =_-�. ----I --I-- --A*- Ar H BAS/N REINFORCEMENT —wW'GREATER THAN /4' TAJIL ED ALTERNATE © ALTERNATE *.312 r ? S/ O7 A' 3 6 * 6 /0 A 3 6 • J 6 * 4 / •9 /f 04 • 3 7 • 14 .1 /B * ?� J e 4 4 /6 30 A4. 24 3 /O * •i /e J 24' A ?4' 3 // /e R[cobdbd[p>.a1& / /� 1 DATE NO. 2- 096 a i I h� I I _ _% S C 6 I1 ~� - - ~7 .-4 Jr.. p SUPERSEDES drawing o/ some number doled July l9s ' I I I I opening , 1 f:, F _ 5C6 1. 1... i -I " I,. __Ct�4t )_11 • it 5094 ,IA be i4ocod�/ SECTION E) E� 1 �_ -------- —"r - ----QF, 1,�Toeof'Curb -_ 1 8ostn r, P ------ I_�__--- N I� 1.270 1.27 �O . 4.303 3.9 j____ NI tV ------ 2 GIeG�{ Ot hole. I #4' I r-' `'I I._'� SEC ZION C<C 1 f .0~��� -L --- -- --- R[FERENCCa REV1310Nf LOS ANGELES .=OUNTY r: �- - f�> (:Af� 3 - TOP SLAB ENTRANCE coir-,. LOS ANGELES COUNTY - £ c/olCurD );---S7ror-- 'I flow I 4 r o FLOOD CONTROL_ �IS'f RICT i I 5.31 1. 1 1.56 4 3tJ A bora /-- i ♦ 2�' V(/t) S.G�EQ END ( FLOOD CONTROL DISTRICT flow ,--StrOr. - 9 �, /� C 1 r r•,■ arts o■ecwl►rlo.. :_-I .-.. _ D• 3C1" OEZ LESS - , _ ---�.�._� ; - -.-� ._ b faC�e mb rs ore based on the number of � inches V% - _.. - -{- 1 vw" r,•k TO t WALL STEEL .(� '- ,SOC' r\' SI1. -L. ; `rr.- - o ' Ikirioble +r ► .� c,.." rr Iris r. x.s' + rc11w in I . `---�---- ' V ��e 5' �^ �� o �u:r a>„m.✓ +��, LOCAL DEPRESSION NO. / -}- _- BARS G CATCH BASIN +; �( /= Ridge Li --'•, I+ lyre PLAN - VI 2�LX .-_._ .- . -� _ _____,________z_1,_-__,__- _ -.. a -"---_____ A rj•r[ tr ,+rlw.�/ he new r nu e CASE I` ��EAM UF'i'C 111 C;A>` I- CC)LUMN SUNI'Cjl�t`T I+rretlEr�cl >y rlr~vlstoNt� LOS ANGELES COUNTY 4 6 "3 6" I - 2 -- - - ---- rt---- -- FLDOH R£INIFORCE ME T - ♦ s /asl /aided rd 4' and FOR SIDE OPENING included in the ? In inai Biometer o the or - _. z _ - S Jroi h J Erode Or' SEe no f 9 P s1. Bar number 2 /n bin rounds only. Born numbered 9,10 and 11 p� gyp• C LESS to -60 OR LESS FOR G.M.E• "___ p[I _-. ,- FLOOD CONTROL DISTRICT N SECTION 2 4 B 8 �4 6 I REINFORCEMENT �- ����tew CATCH BASINS p y' -— • � U s -17•si �edl•s ole ore round bort end e vivo/eat in weightand nominal cross _. _r_._ _.._- - ._ _ -. - __n See riole'b' Point_ ./ ''D �' `Poln� ijl See no/c'b' £ . ,. Add fl 'or - 9 core bars E� : O• cxa I_,�:.ss FOR R.C.P. C)I� C.P. A te.. A"`(o♦rnarr JUNCTION STRUCTURE: 8 /2 /o "5 6 Blalrts old e nd s4 ' - - -. __ r9ort (I' --- ----� CASE `` - - " J !! ; .aro ARMt•K• .►►.o..o-� • .. , O Se�CN/OnOlOrea NOY/le a t(�P /I 1 a r _ /?•1.64 A:sd /. f. 1 I�i° ( 1•i S �fV••rO,,l.pnn ., DATE - JUl7 11552 71 IU O`7_E=5: .I - Ae 4'Q.-l�:d cla C,x>4- N 0.3 --- --- -- --- 1 - - • LOS GELES CO t I �„c r.., in .. rrr.wa• ou■%@ a �•r w.cowr.MDI o e, DAT[ �� - - -jj1 ,, No ! -088 rl-aoo CONTROL D+s-ulcT S� Revised I-15-71 -DI I. All corrugated metol F>rpe And fittings shall be Qolvonized. 4` x1.9""f0" PLAN A, S(,('TIONS • t=' '>' .� __-_._�11�J _ _- 1 �• 1 2.Us• Junction Structure tkt.l 04re size of Inlet pipe exceeds dimensions given obow=. +O -�--' ~•-`-'w� "-'• - -- -____ -i -..._.- - _-,r-----A-:fir - j - -- - - -- r•. 3. Unless otherwise occlfied Cote 2 support shall be u.sod. A►r_DrrD •T � r.rrwovaD er _ � � ` :..' .::1� L..- _ j •�� J - � - - - Bort 6 /" Wr 4. t. 1. 5 shall be spocllled on, proJgct droirings only t�h•ra top pipe is mora ft►cx, 12 `~"':"�"■ _..__- -_ pAii` DWG. NO. 2 -Di 2 below soffit c•! Dox. ,,,k,;,,' -,r - �,�__ ilzi 1' 1 No 2-tt It�l GRATING BASIN REINFORCEMENT "A" °AT` f NONE 5-15-'68 tHsrT 1 a I ►�Y I,LM ,rHc i r.slc_ C>[C 3� vitt r I I no , - ►- -,-------------•.r--------- W--------------------t-I I NOTES N I „ Allernofe Mo hole 1 CmIrt L~ .. --. __ - _ - __LL— - - — -- ... •• Rr,n/orc,ng stet/ par OVOIicoON SrQ O.p. or os stlaArd ar+�a►Iwsa r� I j�r/o'Rdti•e .%ft (AsrmA-36/ `! ----- ' '/oewa I i r- I locations Per A. No 2-D 157 - A 1 ; t CONNECTOR PIPET /. swvc,r eo/r •"pV 'a' Anal rory /e cOoro►. r[n► "t'dw a Njon "e cwt ' „Rao as sho" - • 7 ' 11 Dowel'___ _.z -T Locale pipe o1 the downstream end of the basin unless 1 I - �- i - rl �,-_�.�-- Dowel per Detail A50,9'P/t'p[ 2. ,henssr�~. K, ' :s_ 5, -` �� , Siw.aw ,/� specifically Holed otherwise on the general plan. �oticr.a. b.r show � "r�I� ...t �� _ -- - - I [ - - - - - - Tjst/ w 4 •[ 9`�le• Lt•coo aA a.Rcearsf s/woore Dray t-0173. •:, or bon s (W+6•) A.S. 1. . ri \I Pipeshall b• trimmed to the final sho • and length I ' S S'Prarl wire A404I ie ft%.d ,9 *A..-* n C♦ra fwct t4 t t r ai CW* be"^'Xs -T' �„� ,1} �! ' "r ,,)I..- I ;,+.T • . ,' ° da . • a - 6' / before the placement of Ohs concrete. , /4 i/ - ----_ ,' ' i -'T \ 1 �1. '. 4 '. I . _ , e.._ . _ . - _ a I - Y 2. CONCt2ET - - I ,� - -A 4 Al/ erP*F" n Ir.+r•[./ o*,.r /ebrrcesla.• - �, I �- -� -- ,...►.r ver*: s. p. T�. :L, I __J. fraltCfAs[ ewe SA>nc■M- pa•er'I'• Os/i/ sAa� b nrAerArl ■IAar Mls w•i�r� I :� . �.�- J,1 y ° `'..� y • I, O I YD• —+ 7 Design, k ■ 3,000pst compressive strength at 28 days. I �,.,, oOewnT4 w/ IAC care'+ oo,.+ ,.[Y„a. s' e,.{� s.+ari o. moo/ s+ncJ /a.r 63� �.,� \ / ? • t; ,. I - , " IDI an. I - `� . ,►• w■,rwT.,R chwr aIV■•-�+/ •rctrot 6. , I i fy1_ \ � ./ ♦ " I : I ' y 4 - t 1 �- I Floor of the basin shall slope from all walls to the -.1, 'As,.1e,,, ,Ars sAtr be �''�'�y \ ■ tT ' / outlet and shall b• given osteal- troweled surface I !'' - _` �. B JA) p,,,.c,,,, sAw , IAs[ �es.rtr 0 Ab* Ot.�IC'rW a h •.+ �•• �+" ri fir` w; =-� L I ua � , \ /) -- + _ I " finish. I _ I _ 11 ts.. r[+. rN/wI i'+ a•.a/ $' sh.✓ Ors �.rhn s.ar.+. p ewe l _ � i .� st a 1. I 2- \ �_-I - 1 - !I/ ower f>w w mw Owes �+ t /�\/ w o • • . . . Curvature of the till and the side walls of the guller I / AI "/ florae f ee rht ,Ip,,:wq a n.. Itp a AAt/1� tl' r/1AtsI. WAWVdW t 8 , / I 'D ► 1 ! IF >S-�' Dowel- ---1 I 6- �— Dowel opening shall be formed by curved forms. I ••e�• / -S,. ,pec. nur+t► I ,r ~ rot geo~ p/ AW a •r AN At•1 IA1ow tI h� ^"' r•A'•/ I'+ pT i /�• • 1 I Y P -' 1 - 't f • ` �'/ 'I air 1s b• a vi A roN r arr•t. rev �wer..vw e,w / Air/.► i,-�_� / �_� -Anchor Surface of all expiated concrete snail conform In prod•, i �` J a`3ior•4Os9'04/[.t___, wR+nt tarot ,,.M z zg t •.�-. A*r. � .•11 - 2 M suer/ a sato /At1 rw• .+w,.,rw •I,wwws.wr haw soli chw►I +z � •... Anchor --- 11 (1I I g 11� slope, color, and finish to the existing, or 11 , �'' ^�• o+•+'• a s _ proposed,curD and Mock adjacent to the bosh. orf. dswlwtrs+w.ra w /Mitre) M /M Mor w.[+.•'►a •d••� w"• "'ca f / .-. •--- Asrala0lr $1i Gaarlt dwan rqR sAa• nr►1'wflr-! rrr■•rs.rVe ptrl+''wWw , .,� -- / Nods k Pbh - - - - - - -I Irtrt A.w/t /AIwR e..t CAwrI is rtt••r•/. CAwr/ AIM//Alt HMI bI sealer >S Q. • r :' , rr�rp r2-0264) -, - 3. REINFORCEMENT t Sid. Dwq Nra z -D M 1 I 'I - ' � - - - - r - - - � - - I d .Cur 1 ® � , r r+w �,► .i fp[•r pry.. ar>,.Iw t2'a•i 'Cr, ho i•cfrens ,net M ..d wr I � ��''• ,.► - .-...---- 1'0,, f .4rAr. NQ Bran srlr saw CW P*/ (J} .4/!r+ le�•vrereJ 3` Radius--- - ©Top Slob- No. 3 or No.4 bars spaced os requited on the I _ _ _S#CM rsK. St11+wt SAW 0• QP&C#4 _ _ _ _ _ _ _ - - - - _ _ - - i } - - - ` -�______ • S 1 r u c t u r a I PI o n . I �Q/"/e.S (�s �q d ,6 y Phe - - - 1wAtR► ..c.+r s!'�r0woz sv� w ,+�+n elr p�er.r w�. lea hv.t �.e►r i ``/.r -- - ---- Prwecl►orr Bor SN No/e 2 ---_- 4`Radius Anchor pe I 1 Walls and Floor -As required by Sid. Dwg. No. 2-OI72. I 1 PLAN ViF-W - Wf^wSI[D.1<he.Z-075/ - ,---_........ .___Celt.apHcAi'I►ar�'ao+plctowS�gotoa�rl6d► +tiaarweraa'• FLOW Dwq. No 2 p0232 --� ; 4'Rodius 4. I �Reinf per 3' Radius h1M NS"45 sf��e/ur-a/ draes�i� Curb face of catch bosh o shin (Exist. C. H 1 shelf I t L•�M °/%r` P'•'�•'• �•►t•fO• � �1ot �� w•ci�/r /� rfrtwerl:dti► -L_ •--!'/Go/ronires S/e.I-Std spaarr h..I or h+.eeo+►e® �+-w•bell. SM Nod'a J. Dwq. No 2 0232 A P g 3 r • MR -1-014t/ PAI0 -1 /a sWou•1. 1hse4or' '.., be as required by Sid Dwgt. Not. 2- D 88,2-D415 or 3 OR01-1f7 / Ml/d Stee/ Bay ,- d,r„�lE , 6os.. NesfS« p.w ''' - I A ®-r �, et.•r++ p Mas. 1 -ON, t rot /I, t`OSAf, .� • as shown on the general plan. ■ I Ber�ld Hof ' Aeii° ''"'"'' ~ S"'d S. Cw0 foe• sa.rl b+ os nit/ sr roe s ' ' af... SAI .va,Isillf-o Srtr•wt Diws,a[ M as #*ova on fAt rew Fes- ,T 0, .4 - • • . Catch Doslns for W 10 last or more shall have o V n- _ - - - - - - S rt n►a shav►est alrtro'[cr Oaw.It xi+s//I of NN csxrA Das.. 060 /M cotnw► TOP SLAB - STRUCTURAL PLAN depth at the uptt►earn end equal to the curb lace at - s.eerCoti•.cr ..K.«: "•°p"•• cv.r'/NGGrALL AN ;r , � e --%w I 'rI•ce/e/ MAW. O/ fM nworssr pro►�crrwN 11r SM r11rtl $ In• catch basin plus 12 Inches, m Dul in no case shall I , is Q N 1 _ _ _ _ - s St►rw/a•d►ors I'haR •� •I/ �• i'r•h . � .' 4, the slope of the floor axceed 3't I Iv '•�J ' ' W ■ 14 0•� and b' 31- 2•, unless otherwise tfWwn. , 11� /7 I L PJoct ow A wtA/ 01 •stir ad•./Al a+I d/tPAp/■'Mls o1+I/ wN►1[ i•AUtrtrl[ .. . i R "Sid Frome and Cover V ■ 4' - 0`, unless otherwise shown. I I ' r - A •' •; I Radius.. ;Per Dwq. No 2-D156 or I ,-Face Plate and O ening / _ / `,'\ I% Anchor-, -N per Dw No. 2 0232 1 • 6 � It V ■ 4�- Ow or less. � I � � A -- •. ' • •j, :'. •. • 13;or'4 bar ,4 ' k �I r P q 1 • Ball V•4 - I to 8-0. SECTION A -A - ------ --%.. s regd . FRONT EL1✓VATtON err -_------- --- B 1 -.. .:' T _� ______ 1 10' If V• 81- I'or more. it-- AV r trva.►.:J 1-- -� 5. TSPS I Sid. Dw No. 2-D 96) "' I-_-- --- — r 1 = 1 F 1 1, :el ,Street o r I --- 4 (Shlrwt ow Cora► a eswr S/aC ) I "_'I E 11\ ' +, V to V-O'(incl.) place one slop 12 Inches above the A NOTES:4rl• T / 1" , Y • I I -I q 1 �1 L.D. surface , Dowel r1 I� ! ° 1 floor of the basin. ` I. An alternate step may be teed t;ub'ecf to the opprovol of the engineer. �`�,�- . ins .00• o�V- �- {_r. . 1---4I,__ `r I ` u, - I V over 3'-O' place slops 12 -inch Intervals from the � � _ f 1 P 2- All steps wiil be firmly and rigidly set and no cones or shafts will be / A• -4'+a•. srr.1 "�-�• ""r `1101" • rf Specw A arcAos agorvsrRoh:l erRn/7 P /J'A•°a ac 2-�• SO•w� NeA•s /br I - _ I Dowel- f - Protection Bar and) floor of the basin with the lop step at 12 Inches (minimum) accepted with bent or Cracked steps. bNwoo" en/ ov,cAors ors oacnarsofsvkn�"■`'•O /"I /I-Grrr'•ye e°ns- Int 4' -Ste per nw No L 4 Support Boll per I below the lop surface of the top slob, p p,T.,lpI?0"CAor Roca/raw. Space 80--ts r•o►°pWW-W✓rface - .,I F4_ --.I P P 9 ,:,•. Dw . No. 2-0175 I 3. Steps will be galvanized after bending. _ _ /Msrror dwtvi. Leta► 1. o !a r 2 - D96 and Note 5 and 2 - 0 232 I LOS ANGELES COUNTY ,s �T bE P AT E ANCHORAGE `• DETAIL OF DOWEL z - ■sr 1 e 6es•rra+4.ail-, o) >1 FLOOD CONTROL DISTRICT • • 1 - NI -1- -------- b ------- • � ;Alternate connections - " �- ', per Dwq No. 2-D224 CATCH BASIN NO. 3 NI 3' Radius , I PLAN, SECTION, . Slope to outlet r` 1 from oil directions I AND DETAILS I. • •__ I • 1 -� i T � I = �; .♦co.....•.. .� ♦H•OT.. MCO. M." I sat ' — ■.••.•0•. ,__.. .♦.'T MITI "NTT L , 4 I APPROVIED BY Subgrode optional-' __ C"19/ t"GI..■tR SECTION A -A •GAL[ I DAT[ DWG. NO. 2 - D 163 REFERENCES • L see "UIV use s es s o no ne v un 1 / See note'b ,/� D \�,_S2re hole 'b' t ►not finishing. REVISIONS © 2 10' 10 /5' . 3 S/ O7 n 2.04`/ .875 .60 -x - - - - -' - m CASE B - - - - - - d G ■ 4'Tele t unless otherwise specitled. K - 5 fft t unless otherwise speri(iM. L • 6 * ., ft 2.749 1` STANDARD . O (�) 2-670 1.000 .79 'A � H - 4 Inc/les ✓nless o/herw,se shnlvn on the gencrgl plan. ------- see SprcialMOle-------T1 e- Points A and B she//be set at HInches below e.r/slln9 3.142 DROP STEP , gutter grade r-----• 6 ----- r---.-----6-'--- ;---„ f' Special deloils governingthe of'this Local De ression on I / " 1� Side 1 1, , i p. ' ' /2 -'I I k- -•+ 1 r- /2 , 1—rticol curve shown on general plan. [1] (�) 3.400 1.128 1.00 3.544 a i I h� I I _ _% S C 6 I1 ~� - - ~7 .-4 Jr.. p SUPERSEDES drawing o/ some number doled July l9s ' I I I I opening , 1 f:, F _ 5C6 1. 1... i -I " I,. __Ct�4t )_11 • it 5094 ,IA be i4ocod�/ SECTION E) E� 1 �_ -------- —"r - ----QF, 1,�Toeof'Curb -_ 1 8ostn r, P ------ I_�__--- N I� 1.270 1.27 �O . 4.303 3.9 j____ NI tV ------ 2 GIeG�{ Ot hole. I #4' I r-' `'I I._'� SEC ZION C<C 1 f .0~��� -L --- -- --- R[FERENCCa REV1310Nf LOS ANGELES .=OUNTY r: �- - f�> (:Af� 3 - TOP SLAB ENTRANCE coir-,. LOS ANGELES COUNTY - £ c/olCurD );---S7ror-- 'I flow I 4 r o FLOOD CONTROL_ �IS'f RICT i I 5.31 1. 1 1.56 4 3tJ A bora /-- i ♦ 2�' V(/t) S.G�EQ END ( FLOOD CONTROL DISTRICT flow ,--StrOr. - 9 �, /� C 1 r r•,■ arts o■ecwl►rlo.. :_-I .-.. _ D• 3C1" OEZ LESS - , _ ---�.�._� ; - -.-� ._ b faC�e mb rs ore based on the number of � inches V% - _.. - -{- 1 vw" r,•k TO t WALL STEEL .(� '- ,SOC' r\' SI1. -L. ; `rr.- - o ' Ikirioble +r ► .� c,.." rr Iris r. x.s' + rc11w in I . `---�---- ' V ��e 5' �^ �� o �u:r a>„m.✓ +��, LOCAL DEPRESSION NO. / -}- _- BARS G CATCH BASIN +; �( /= Ridge Li --'•, I+ lyre PLAN - VI 2�LX .-_._ .- . -� _ _____,________z_1,_-__,__- _ -.. a -"---_____ A rj•r[ tr ,+rlw.�/ he new r nu e CASE I` ��EAM UF'i'C 111 C;A>` I- CC)LUMN SUNI'Cjl�t`T I+rretlEr�cl >y rlr~vlstoNt� LOS ANGELES COUNTY 4 6 "3 6" I - 2 -- - - ---- rt---- -- FLDOH R£INIFORCE ME T - ♦ s /asl /aided rd 4' and FOR SIDE OPENING included in the ? In inai Biometer o the or - _. z _ - S Jroi h J Erode Or' SEe no f 9 P s1. Bar number 2 /n bin rounds only. Born numbered 9,10 and 11 p� gyp• C LESS to -60 OR LESS FOR G.M.E• "___ p[I _-. ,- FLOOD CONTROL DISTRICT N SECTION 2 4 B 8 �4 6 I REINFORCEMENT �- ����tew CATCH BASINS p y' -— • � U s -17•si �edl•s ole ore round bort end e vivo/eat in weightand nominal cross _. _r_._ _.._- - ._ _ -. - __n See riole'b' Point_ ./ ''D �' `Poln� ijl See no/c'b' £ . ,. Add fl 'or - 9 core bars E� : O• cxa I_,�:.ss FOR R.C.P. C)I� C.P. A te.. A"`(o♦rnarr JUNCTION STRUCTURE: 8 /2 /o "5 6 Blalrts old e nd s4 ' - - -. __ r9ort (I' --- ----� CASE `` - - " J !! ; .aro ARMt•K• .►►.o..o-� • .. , O Se�CN/OnOlOrea NOY/le a t(�P /I 1 a r _ /?•1.64 A:sd /. f. 1 I�i° ( 1•i S �fV••rO,,l.pnn ., DATE - JUl7 11552 71 IU O`7_E=5: .I - Ae 4'Q.-l�:d cla C,x>4- N 0.3 --- --- -- --- 1 - - • LOS GELES CO t I �„c r.., in .. rrr.wa• ou■%@ a �•r w.cowr.MDI o e, DAT[ �� - - -jj1 ,, No ! -088 rl-aoo CONTROL D+s-ulcT S� Revised I-15-71 -DI I. All corrugated metol F>rpe And fittings shall be Qolvonized. 4` x1.9""f0" PLAN A, S(,('TIONS • t=' '>' .� __-_._�11�J _ _- 1 �• 1 2.Us• Junction Structure tkt.l 04re size of Inlet pipe exceeds dimensions given obow=. +O -�--' ~•-`-'w� "-'• - -- -____ -i -..._.- - _-,r-----A-:fir - j - -- - - -- r•. 3. Unless otherwise occlfied Cote 2 support shall be u.sod. A►r_DrrD •T � r.rrwovaD er _ � � ` :..' .::1� L..- _ j •�� J - � - - - Bort 6 /" Wr 4. t. 1. 5 shall be spocllled on, proJgct droirings only t�h•ra top pipe is mora ft►cx, 12 `~"':"�"■ _..__- -_ pAii` DWG. NO. 2 -Di 2 below soffit c•! Dox. ,,,k,;,,' -,r - �,�__ ilzi 1' 1 No 2-tt It�l GRATING BASIN REINFORCEMENT "A" °AT` f NONE 5-15-'68 tHsrT 1 a I ►�Y I,LM ,rHc i r.slc_ C>[C 3� vitt r I I no , - ►- -,-------------•.r--------- W--------------------t-I I NOTES N I „ Allernofe Mo hole 1 CmIrt L~ .. --. __ - _ - __LL— - - — -- ... •• Rr,n/orc,ng stet/ par OVOIicoON SrQ O.p. or os stlaArd ar+�a►Iwsa r� I j�r/o'Rdti•e .%ft (AsrmA-36/ `! ----- ' '/oewa I i r- I locations Per A. No 2-D 157 - A 1 ; t CONNECTOR PIPET /. swvc,r eo/r •"pV 'a' Anal rory /e cOoro►. r[n► "t'dw a Njon "e cwt ' „Rao as sho" - • 7 ' 11 Dowel'___ _.z -T Locale pipe o1 the downstream end of the basin unless 1 I - �- i - rl �,-_�.�-- Dowel per Detail A50,9'P/t'p[ 2. ,henssr�~. K, ' :s_ 5, -` �� , Siw.aw ,/� specifically Holed otherwise on the general plan. �oticr.a. b.r show � "r�I� ...t �� _ -- - - I [ - - - - - - Tjst/ w 4 •[ 9`�le• Lt•coo aA a.Rcearsf s/woore Dray t-0173. •:, or bon s (W+6•) A.S. 1. . ri \I Pipeshall b• trimmed to the final sho • and length I ' S S'Prarl wire A404I ie ft%.d ,9 *A..-* n C♦ra fwct t4 t t r ai CW* be"^'Xs -T' �„� ,1} �! ' "r ,,)I..- I ;,+.T • . ,' ° da . • a - 6' / before the placement of Ohs concrete. , /4 i/ - ----_ ,' ' i -'T \ 1 �1. '. 4 '. I . _ , e.._ . _ . - _ a I - Y 2. CONCt2ET - - I ,� - -A 4 Al/ erP*F" n Ir.+r•[./ o*,.r /ebrrcesla.• - �, I �- -� -- ,...►.r ver*: s. p. T�. :L, I __J. fraltCfAs[ ewe SA>nc■M- pa•er'I'• Os/i/ sAa� b nrAerArl ■IAar Mls w•i�r� I :� . �.�- J,1 y ° `'..� y • I, O I YD• —+ 7 Design, k ■ 3,000pst compressive strength at 28 days. I �,.,, oOewnT4 w/ IAC care'+ oo,.+ ,.[Y„a. s' e,.{� s.+ari o. moo/ s+ncJ /a.r 63� �.,� \ / ? • t; ,. I - , " IDI an. I - `� . ,►• w■,rwT.,R chwr aIV■•-�+/ •rctrot 6. , I i fy1_ \ � ./ ♦ " I : I ' y 4 - t 1 �- I Floor of the basin shall slope from all walls to the -.1, 'As,.1e,,, ,Ars sAtr be �''�'�y \ ■ tT ' / outlet and shall b• given osteal- troweled surface I !'' - _` �. B JA) p,,,.c,,,, sAw , IAs[ �es.rtr 0 Ab* Ot.�IC'rW a h •.+ �•• �+" ri fir` w; =-� L I ua � , \ /) -- + _ I " finish. I _ I _ 11 ts.. r[+. rN/wI i'+ a•.a/ $' sh.✓ Ors �.rhn s.ar.+. p ewe l _ � i .� st a 1. I 2- \ �_-I - 1 - !I/ ower f>w w mw Owes �+ t /�\/ w o • • . . . Curvature of the till and the side walls of the guller I / AI "/ florae f ee rht ,Ip,,:wq a n.. Itp a AAt/1� tl' r/1AtsI. WAWVdW t 8 , / I 'D ► 1 ! IF >S-�' Dowel- ---1 I 6- �— Dowel opening shall be formed by curved forms. I ••e�• / -S,. ,pec. nur+t► I ,r ~ rot geo~ p/ AW a •r AN At•1 IA1ow tI h� ^"' r•A'•/ I'+ pT i /�• • 1 I Y P -' 1 - 't f • ` �'/ 'I air 1s b• a vi A roN r arr•t. rev �wer..vw e,w / Air/.► i,-�_� / �_� -Anchor Surface of all expiated concrete snail conform In prod•, i �` J a`3ior•4Os9'04/[.t___, wR+nt tarot ,,.M z zg t •.�-. A*r. � .•11 - 2 M suer/ a sato /At1 rw• .+w,.,rw •I,wwws.wr haw soli chw►I +z � •... Anchor --- 11 (1I I g 11� slope, color, and finish to the existing, or 11 , �'' ^�• o+•+'• a s _ proposed,curD and Mock adjacent to the bosh. orf. dswlwtrs+w.ra w /Mitre) M /M Mor w.[+.•'►a •d••� w"• "'ca f / .-. •--- Asrala0lr $1i Gaarlt dwan rqR sAa• nr►1'wflr-! rrr■•rs.rVe ptrl+''wWw , .,� -- / Nods k Pbh - - - - - - -I Irtrt A.w/t /AIwR e..t CAwrI is rtt••r•/. CAwr/ AIM//Alt HMI bI sealer >S Q. • r :' , rr�rp r2-0264) -, - 3. REINFORCEMENT t Sid. Dwq Nra z -D M 1 I 'I - ' � - - - - r - - - � - - I d .Cur 1 ® � , r r+w �,► .i fp[•r pry.. ar>,.Iw t2'a•i 'Cr, ho i•cfrens ,net M ..d wr I � ��''• ,.► - .-...---- 1'0,, f .4rAr. NQ Bran srlr saw CW P*/ (J} .4/!r+ le�•vrereJ 3` Radius--- - ©Top Slob- No. 3 or No.4 bars spaced os requited on the I _ _ _S#CM rsK. St11+wt SAW 0• QP&C#4 _ _ _ _ _ _ _ - - - - _ _ - - i } - - - ` -�______ • S 1 r u c t u r a I PI o n . I �Q/"/e.S (�s �q d ,6 y Phe - - - 1wAtR► ..c.+r s!'�r0woz sv� w ,+�+n elr p�er.r w�. lea hv.t �.e►r i ``/.r -- - ---- Prwecl►orr Bor SN No/e 2 ---_- 4`Radius Anchor pe I 1 Walls and Floor -As required by Sid. Dwg. No. 2-OI72. I 1 PLAN ViF-W - Wf^wSI[D.1<he.Z-075/ - ,---_........ .___Celt.apHcAi'I►ar�'ao+plctowS�gotoa�rl6d► +tiaarweraa'• FLOW Dwq. No 2 p0232 --� ; 4'Rodius 4. I �Reinf per 3' Radius h1M NS"45 sf��e/ur-a/ draes�i� Curb face of catch bosh o shin (Exist. C. H 1 shelf I t L•�M °/%r` P'•'�•'• �•►t•fO• � �1ot �� w•ci�/r /� rfrtwerl:dti► -L_ •--!'/Go/ronires S/e.I-Std spaarr h..I or h+.eeo+►e® �+-w•bell. SM Nod'a J. Dwq. No 2 0232 A P g 3 r • MR -1-014t/ PAI0 -1 /a sWou•1. 1hse4or' '.., be as required by Sid Dwgt. Not. 2- D 88,2-D415 or 3 OR01-1f7 / Ml/d Stee/ Bay ,- d,r„�lE , 6os.. NesfS« p.w ''' - I A ®-r �, et.•r++ p Mas. 1 -ON, t rot /I, t`OSAf, .� • as shown on the general plan. ■ I Ber�ld Hof ' Aeii° ''"'"'' ~ S"'d S. Cw0 foe• sa.rl b+ os nit/ sr roe s ' ' af... SAI .va,Isillf-o Srtr•wt Diws,a[ M as #*ova on fAt rew Fes- ,T 0, .4 - • • . Catch Doslns for W 10 last or more shall have o V n- _ - - - - - - S rt n►a shav►est alrtro'[cr Oaw.It xi+s//I of NN csxrA Das.. 060 /M cotnw► TOP SLAB - STRUCTURAL PLAN depth at the uptt►earn end equal to the curb lace at - s.eerCoti•.cr ..K.«: "•°p"•• cv.r'/NGGrALL AN ;r , � e --%w I 'rI•ce/e/ MAW. O/ fM nworssr pro►�crrwN 11r SM r11rtl $ In• catch basin plus 12 Inches, m Dul in no case shall I , is Q N 1 _ _ _ _ - s St►rw/a•d►ors I'haR •� •I/ �• i'r•h . � .' 4, the slope of the floor axceed 3't I Iv '•�J ' ' W ■ 14 0•� and b' 31- 2•, unless otherwise tfWwn. , 11� /7 I L PJoct ow A wtA/ 01 •stir ad•./Al a+I d/tPAp/■'Mls o1+I/ wN►1[ i•AUtrtrl[ .. . i R "Sid Frome and Cover V ■ 4' - 0`, unless otherwise shown. I I ' r - A •' •; I Radius.. ;Per Dwq. No 2-D156 or I ,-Face Plate and O ening / _ / `,'\ I% Anchor-, -N per Dw No. 2 0232 1 • 6 � It V ■ 4�- Ow or less. � I � � A -- •. ' • •j, :'. •. • 13;or'4 bar ,4 ' k �I r P q 1 • Ball V•4 - I to 8-0. SECTION A -A - ------ --%.. s regd . FRONT EL1✓VATtON err -_------- --- B 1 -.. .:' T _� ______ 1 10' If V• 81- I'or more. it-- AV r trva.►.:J 1-- -� 5. TSPS I Sid. Dw No. 2-D 96) "' I-_-- --- — r 1 = 1 F 1 1, :el ,Street o r I --- 4 (Shlrwt ow Cora► a eswr S/aC ) I "_'I E 11\ ' +, V to V-O'(incl.) place one slop 12 Inches above the A NOTES:4rl• T / 1" , Y • I I -I q 1 �1 L.D. surface , Dowel r1 I� ! ° 1 floor of the basin. ` I. An alternate step may be teed t;ub'ecf to the opprovol of the engineer. �`�,�- . ins .00• o�V- �- {_r. . 1---4I,__ `r I ` u, - I V over 3'-O' place slops 12 -inch Intervals from the � � _ f 1 P 2- All steps wiil be firmly and rigidly set and no cones or shafts will be / A• -4'+a•. srr.1 "�-�• ""r `1101" • rf Specw A arcAos agorvsrRoh:l erRn/7 P /J'A•°a ac 2-�• SO•w� NeA•s /br I - _ I Dowel- f - Protection Bar and) floor of the basin with the lop step at 12 Inches (minimum) accepted with bent or Cracked steps. bNwoo" en/ ov,cAors ors oacnarsofsvkn�"■`'•O /"I /I-Grrr'•ye e°ns- Int 4' -Ste per nw No L 4 Support Boll per I below the lop surface of the top slob, p p,T.,lpI?0"CAor Roca/raw. Space 80--ts r•o►°pWW-W✓rface - .,I F4_ --.I P P 9 ,:,•. Dw . No. 2-0175 I 3. Steps will be galvanized after bending. _ _ /Msrror dwtvi. Leta► 1. o !a r 2 - D96 and Note 5 and 2 - 0 232 I LOS ANGELES COUNTY ,s �T bE P AT E ANCHORAGE `• DETAIL OF DOWEL z - ■sr 1 e 6es•rra+4.ail-, o) >1 FLOOD CONTROL DISTRICT • • 1 - NI -1- -------- b ------- • � ;Alternate connections - " �- ', per Dwq No. 2-D224 CATCH BASIN NO. 3 NI 3' Radius , I PLAN, SECTION, . Slope to outlet r` 1 from oil directions I AND DETAILS I. • •__ I • 1 -� i T � I = �; .♦co.....•.. .� ♦H•OT.. MCO. M." I sat ' — ■.••.•0•. ,__.. .♦.'T MITI "NTT L , 4 I APPROVIED BY Subgrode optional-' __ C"19/ t"GI..■tR SECTION A -A •GAL[ I DAT[ DWG. NO. 2 - D 163 REFERENCES UMBER OF NUMBER Gtr SUPPORT X L ENGTHs BOLTS REVISIONS LOS ANGELES C0U,r4Ty FLOOD CONTROL DIST'VICX 2 10' 10 /5' 2 3 l5' 10 20' MARK DATs DISCRIVTroH 4 -x c) -n` e,l/.sed. 1` STANDARD 1-19J'o ReviScdr-4W414io 'A � 5 7 6d evis,d�De/a> DROP STEP ftc_'•a• •' r, _.t. D"15,15 [ "O. 2 -D175 nolo. A II -5- Added notes It A►•'TTOV/D QT t it —� __ cM/rr ENGIN[[" e Tf eT R[cobdbd[p>.a1& / /� 1 DATE NO. 2- 096 ,9_____k !','s S 1:5 SHEET 1 OF t CHI[/ DWSIO N INa. o•�.c [M•;I-[r• LTERNATE METHODS FOR FAC r /v tel one Tor .Tu icier, o pre. ✓an vrnr,r9 •- , T I <\ , 7t -S/d. Go/v wroc.Igh/ Opww•'Ip kr etinr� _ - \�/ '4 `, 1111111-4 : AV {sire/ f,,,oe / j/B "r �t "Brost ar ` �� pdeco satire 014" I ' I - 1 'To of a fr Batu \ _ \ I ; sto,n/ert s/eel'L T >i Ga/v. Bei / - ,�Sockefse/scre.v See Notes i \ ,---- ----- Lo:0 ♦. [ &• ' ----- ,' I \,. '-- 2-+-I i I `. ,// ' bile, 1�. Variab/e i -', e' •-- ,, T II Ile ,-71- -14 - -ID ir10"Ao//N Plsl11 doe eI 11 . , , t- F , I } 1.ti: ' _ ,� log rt;' ,"NOTE: Brost or slain/res I I T �- - I —;- � T ' r LNOTE . , 1$ I `. - .—L , f 1 site/ socAe/ sr/ screw I I I Is \ on inside of Co/ch I E/rC AAcA" r- L _ SM /qa O//~Hell owCAervpf �,.' �/ Bolin. 1 ! /sear+ as I 1 �—� � &*tori /o avifia»w Awoce 00ftla `� I SM /, �: �� \ ht-- `%iIn opi, lii7�00% I r I }'`' ' ------- ---'- I `'-- --- -- -- ` (O,' \ \tr; '� ---_ r >e_�{ 1 NONE 5-15-'68 sHtIT I of 1 �. I �' / S/d. Go/% Wrov ht S/ee/ ,rovp/iny-'' /Orsi// and /ap for w s I brass , � t_ I I i I -_-_L y �`t or stoinless steel socket set Jcr•ew For Proteclion Bor: r _ _ - ' _ -" I ' - I Cove/Ing /o fit envy over en/ire /en9/b. �Cenleied on Phe CouP/iny. Spoci79 Dalo, see �.- - i � ;' `` T' C_ . /4 ofnon-Papered Sid. Pipe lhread.� Ow9. No. 2-D232, �\ h I I `�- -'- `i I " ' \ \p - L owes wrAft M A ppw ' Dia ick hole--- DETAIL OF ANCHOR `.NA _2_�_,�_.., - 1 ./ � 11 . = \ \\ I Allen P `�i I .qtT �' r --- -- --- - '--- ` © . -To of Catch Basin .� .'.' .•Q•, l.____�- --r- - *w '--' ' socket set ` _, T _ scTrw. S1__\ I / t I _ SECTION SHOWING LOCATION OF --Zx l `Diamond A notes', � I I -f'� --�-- - I 1 I r,, I A i- �_� A ANCHOR AT WALL OF CATCH BASIN , y `Ie I / I I ►/ I -See Note 2 -Ball Supporl per Dw9. li/O -0232 DETAILS O FACE PLATE END & SPLICE DE LS / mot, C deep __ . p�11, 1 I I i FLOW / I \\16 r' _Lj -+-I N. I\� _ _ r/ t i ELEVATION .A. -'- - -�- - ----- -`IVII---------- --•----------•------ -- I 'Is�' `� I•[[,w, = TYPICAL SECTION THROUGH "'•' y ~x' Len 1ti ~x1' L,nn/,� ' ' I A " I I \ t W ' _~A� LrnsJth__._.__ 4_-.._._____...9 .............-. _______.___S___.__..____ ;I�' _`----14------'' /1. CATCH BASIN AT MANHOLE I Q� -' -Letters I t hi h I I I I — $ N/ -See Nole 2 Scc Notes--" FLOW h SECTION A -A _�`-- ,W. (Incl UMBER OF NUMBER Gtr SUPPORT X L ENGTHs BOLTS 5' 10 l0' / 2 10' 10 /5' 2 3 l5' 10 20' 3 4 20' to 25' 4 5 25' to 30' 5 6 . e SUrE RS E DES DRM1111`11109 Of SAW hues" R DATED •-'-aS LOS ANGELES COUNTY - ' FLOOD CONTROL- DISTRICT DETAIL of CATCH BASIN ca ush wl op _ otrffNc -^ REVISIONS 11 I\., SUPERSEDES DRAWING OF THE $AME NUMBER DATED OCT. 1952- GR,E. e.Tt ...C• �/ 9��I STEEL ARRANGEMENT NOTES: 11 Gap on rir^� j I -,� FOR TOP OF CATCH BASIN NQ I cover opposite Pic hole ,► I 1. All bars sholl be J` Golv., hot -rolled steel per A. S. T. M, , Designolion A- 36' -��'� Bor lengths shall noj exceed 21, and shall be cul /o /il in field. ll'hen "Weis over 21, proleclion bor shall consist of two or more sections r,t depending upon length of bosin Locolion of special support bars and additional OF MANH�I~E FRAME COVER BOT TOM OF MANHOLE COVER � bross=socket set screw sholl be determined by the Engineer In the field. TOP t- -� - 'M 2. Install coupling of downslreom end of colch basin opening. - _+_1 + - �_.__. I of some r doled Aug5, r, I I------ �' J. ,;,4.,4;, of r -----> r Al/ k I I I H_ t ` :zvp a�de� ersedes 8b�rira y9ir,g�oLlhe�ame e-ncrmher ored�'68 (Rev. /4,4 Z3I R - REFERENCES REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT . -/Q P. Is -.C.."... 2-023Z -2"9 trri.rd trot, REMOVABLE 0 ' "` B"" Of1°'"'•r' s/eri a,J rcr♦w PROTECTION BAR FOR CATCH BASINS .... y .Y l�- .IL/,1.x..11. ue1.ITTrD BYEWH ftc_'•a• •' r, _.t. D"15,15 [ "O. 2 -D175 ......,'_ © ?3-68 AQrrare Acral -- t I,c _-._.-.-jr NSM A I•t? Qer.►r/-,rtvfl C. /= G� eZ 'a�-..C. . :.. r.... ® //•/6,•7J ROYI••d A,Tec/ .--.e.•. n I- ..Teti/ _;� CMC -R.15. eL r • I u ' Oa• p )♦T•n"'s - wAi n DWG. NO. 2-0232 C.wr1- NONE 15:� .»d, t o. 2 r�-- II 8 lr.l /. cove en sac e �, •, ' • `I ' \ .. 11 I Mist 1 y set screwy ��� ; ' ' . = I Outline where , � �, ' =N I .� � I , e z--- rib joins rim I t I iS I k------22 Dia. cleoropening-----�I Outline where ,, ____Y .,_i _ WE SSI ribs loin ---- t „ ,',, I \Some on le I 'N Z T- `� YRU__- CROSS SECTION THRU FRAME & COVER g 2 2 - I � �Z 8 -4 - B'I throughout - �Q�� �p F. - 8'1� ,`11I . CROSS SECTION THRU RIB of 11 I I I II I I , rel r, n I u h V st< I 1I' k-8 r`'3 AT MID RADIUS i6 ' I. . IFZrrl1!1 Belts a L-_--'_.�v ----'--11" `- -''1 V -- ¢'COTES . ;< I I ` I Frome and cover shall begray cast iron eenttbrmin9 STEEL ARRANGEMENT AROUND MANHOLE Pa D. ��� 11 N 'R 1 �� _ -� to the lotest A.S T.M. s>ondcrd A 4!8, class 30 or NOTES I N CATCH BASINS N 0. 2 AND N 0.3 �, i, :�� eerier i I = _f -- _z /,^.sto// siva ;/4aX 3j4'A//en socks'` set screws, 90°}o / Alao le �o//�,o%cat o�i9 black Ave///x-a,- �/- out/e,4 Jl cl V 11- "��f' I -,N r , B R -rN 'l/ t lit in de /h �' - - _ _ - _ 4 r _ • •----- r-,� _ - - --- - - -- -x pick ho}e, in ho%s der ed and egged p Z. A// sfee/she// � 3l ors, sauced o�d oiine�sior�ed os co/%d fa' o� ffie `_ -� _ _. _ ��� • ?� I ,,, 0 I ( t• I w A}/ parts of the 1`I ome and cover exceo` machined y -I" k >.�- -�1-1� R I ZZ pilo cc bosin s7ronda�d /ons unless shown dil7e-l-el7f/ heleo17. C/cor'o17ce ` N ►�--- ---- surfbces shall be cooled with as `bc1lumpoint. � y b ��Pg��\Oljl Z ---- pe g our accuracy Jho//,6e 14;701 /i -Om 6of`r�7 of s/o6. � F—,60fz�1,,,' ►`•4---- �+ elearo nln frame and cover she// be tested f • of !it and shall be marked in sets berore deli ve M CROSS SECTION THRU RIM � froom, �d cover sho// be ,nasi/ioaed itch /ho/ the 3. Na bars /Z /Hoy 6e asedir� ileo of No. 3 booms C� 6" /dcrn/ificalicn /ctteriny /s Doro/%/ :v//h d No. 4 ,bars @ Z" mOir � GCSed i/J //eC/ o,'I"N ..3 hc7n5 @ Z- reocl� /r,✓m / �/� d a<<,4 «�a MCCUTCHAN CO., INC. C ITY OF FONTANA CALIFORNIA REFERENCES REVISIONSLOS ANGEL=S COUNTY REFERENCES REVISIONS LOS ANGELES COUNTY NARK DATE DISCRIrTION -I FLOOD CONTROL DISTRICT 2 _ p (7 j Q MARK DATE DI•CRIrTION FLOOD CONTROL DISTRICT X 7_5Z Chcnye�ib+rsv:ets 265 N. SAN GABRIEL BLVD. (818) 795-5162 PUBLIC WORKS DEPARTMENT �,529..e Reviled c/l ,wle_f R n w*6rr per 2 0 /7/. CATCH BASIN ty�r-,NH01_E FRAME AND -PASADENA, CALIFORNIA 91 107 Drawn by : SOUTHRIDGE VILLAGE Scole: LO 6-/9-68 Added nc}G i /I -S2 Added rrkreirc>r COVER FOR 768 Rey;.re'd REINFORCEMENT FOR -+' 3 Z-/- 74 `i 15-'-" o/%1•r1� ,f O/,r . 7 A S SHOWN CA t CH t�AS i N S 0 ROUND MANHOLES Approved • � ��_� — �• — Dote : Designed by: TRACT NO. 14152, I, 2, At•TROVIID BY o �_?6,;y ArrT.ove°'.Ir 'r_ GERALD E. TUTT R.C.E. 14375 Date _ ,�. c, T.- STREET IMPROVEMENT PLANS _ CNIf- E..�I _,, C"ICr [NCIMt[w v�. "TCOMMCADED.aT DATE '/ G iU8►41TTCD BT R[f.0►..1 (D T / pATE NO 2 1 57 Checked by EIG _- `.- /�.A� •- `- wa••lrr[. QY - r NO. V 2-D 1.56 / •v - Dwq. o. - M. D T I _ „_ /' , - : %-L i --• -- M =C=T' r _. ,1.rw 19.4 e I ,. Approved . `'� r • 1 I�a>IiI9491 SHEET I OF 1 — -D;�I, N Nom..:. L.; SHEET I of i REV. DATE DESCRIPTION APP. 1AIL06 ASSN' IAJ7e:�i.`� C/rY ENGIN ER R.C.E.ZS/�� 11giD 1VIR10'+ 'Mr,IN�Sa 'C�`.loommommu