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Home My WebLink About2098-615817 ' • - - - -- -- - . , D L T FRCwT WALL STEEL of elrl REAR B EAV FL 00? S T E Eocb wo b /8"' /.O' S 24" 36" /.O / 6" /.5 8' 48"" 57" /.5 /.5' /0" /O" 60" 66" /.751 /.75' / /' / /" N 0 TES /. A concrete co/%r is required where the change in grade exceeds O. /0 ft. per fool. W � C B V(f1 J To 1 /' ?) FRCwT WALL STEEL of elrl REAR B EAV FL 00? S T E Eocb wo b 4 6 34 3 0 • 3 I* 61, 6 7 4 B 9 �_ .1 4 /?IV b7 /4 B /2 #- /O 6 44 3 06 4� 3 P6 4 /O " 3 0 6" / 4 8 8 • • " /2 /4' 8 /O /D 4 #90 4 Pte'" ff 4 /O" /4 / /2 /D 4 01116-W4 ,e " 4 /O 1 ^ I' -- 7 I I IA / - - �-� �`�/ The Indicated reinforcing steel applies to Catch Basin Standard m Drawings Na 2-DI01,109,160,162,163,164.170.195,2491and.2, and 471 I =I ..-�.- '' /BAR WALL L TOP SLAB REINFORCEMENTS EAB WALL ---- __. ..----. -- ..._,. - - - -- - -, - - - - - - - - • - - - Sce Spcc/ol Noe • • .. I tri I I I TQv srb11 sloe/ seI , -- na. /---' '' Fo( detalllnq of r•gdr•d sfe•I,see. Catch Basin Slondord Drorings. . , 6 ;- L ,• ; i.- "--" T---_--- 1------- I•- - Variable -------- -I-------- Vorioble---L---- (•1 Side Opening t ',I Side Opening ff s -i , j "------ 1 I I Side Opening r K .1 I 6 * 4 For dimension b greater ftwn 4 fl.,sa• She special design of the top #3 14 I �: /2-) I F-- Basin ! I, ; I Ha in ; i I' I I Basin I I I I ' I 2`u _ L slob reinforcement shorn on the required structural plan. 4 S _ I I 1 l , i I • Top orCurb-I I I . I 11 ,' i � i 1 I Cf. '944240"3,014" VI ----b ---- 6 2. WALL AND FI OCIR REINFORCEMENTS _3 _0p 3e -CF, -- I, , ) r /, 1 ^ I' -- 7 I I IA / - - �-� �`�/ The Indicated reinforcing steel applies to Catch Basin Standard m Drawings Na 2-DI01,109,160,162,163,164.170.195,2491and.2, and 471 . - -- . flow:V6r`� _ _ -'�' ____I -------- rocesfquud--------1------"------------------ -� .- -_ • ' - - ''m,.P,�/n/B �' . '-. Po_/nj 402/ I s. All catch basins constructed on streets designated as State 6 hl6rodeorSeenoteIf"-Rid -�'-�arioh/e ,-' /O • -_-_ --__ __ _--_'-- TT{•s-rr>r--}- .• Highways shall include the reinforcing steel shown On this drawing. /O ; {__ -S/roi -Stroi h1 tirade orselenote•f- Line 9e L _ - . 1 CON CRE r- REINFORCING •3 // IV E /2 /B" 4 9 1 '3 / " X=(V*0-(C.F. *HT►4 7 Y" -- ♦ I --i ` • 2. Where pipes a, allierenl diameters ore/aped wi>h a concrete Catch basins constructed on stresisnot designated as State C A S E A S L� /w Ste note b STEL ! s 1'�T U�'E WALL AND FLOOR STEEL Seenote b ---.' - co/%% L and T sho//be those of the larger i e. 0=0 or D SECTION i Highways under the following condition: require wall and - -� Q � D _ g pp / 2# Spacialluole' Where nocurb exists, curbs shall be t. __ _� STANDARD AOI�� REINFORCING BARS floor steal reinforcement- /I constructed between ends oPLocal DI• cession. Curb - � h WATCH BAS/lY RE/IYfQRGEI�/ENT- eW' 1Q /4 `1'/�c1.1 � t3pe1>rrig (W,C a SY`=' eosin Depth(V) I %, , � _ - � --(R/ 09 nd line _ whichet�r is greater gash p section shall Conf�r/f7 /OIhOIOf �nll27llln a CnC . .�_ V I - �� zT -- I BAR SIZES WEIGHT NOMINAL DIMENSIONS -ROUND SECTIONS 3. For pipe larger than 66 o specie/ca/or de/oi/is regr�ir�d. To 7 telt (Incl.) to feet or n+or• 9 9 ,Y __ _ _� _I ' - - -1 - � L -- -L _ _ _ I Eris, Gutter Line / 7 to 14 lset(Incl.) 7 feat or more /- - - - - •See Special Note - - - - • - - `' I' - - - - -I{ - • . • - - - I- - p EX/St - OLD NEW POUNDS DIAMETER CROSSSECTiONAL PERIMETER . 4. For pipe size not /fisted use next size /argal 1410 21 fs•I (Incl.) 6 fell or mors / ' Point A- I ' , � , 1 � - �fc -.3 0 INCHES) (NUMBERS) PER FOOT INCHES AREA-SQINCHES INCHES Toto slob s/w/ see soh /-, Curb r Y _f r, / B I r. - 5. Omit reinforcing on pipes 24 and less in dlomeler and on al/ pipes where angle A is less than /00 L ,---4012 t 6. Where reinforcing is required the diameter of the circular lies / . - shall be O f (2 x Moll thickness) f 8 �i j :_.. 11 /r / �� 420 C-2CX�0 Cmcre/e 7 When D/ is equal to or less than D2, join inverls and when D/ �:. . �/ yp� p :; I t__ti. is greater than D2, join .soffits. I ' i . 8. Pipe may be corrugated meta/ pipe, concrete pipe, or reinforced // concrete pipe, or asbestos cement pipe. C� Il g I M.__ - 1219 Not to be used for o size change on the mointine. I / . I / V (ft ) TRGWT WALL 1 /BAR WALL STEEL EAB WALL #342 tri ST L •�• 2h CASE B sr d Cr R 4 feet unless otherwise specif)ed K -5 fi of unless otherwise spe�ci(il•d L - 6 " •' . f STEE 6 •Tree[ J Bars A a 9 Bars C Bars D bhrs E B Ifir1 6 * 4 / #3 14 8 • 3 7 • 4 H " 4 N 3 18 4 5 8 '9 3 9 20" - '944240"3,014" 3 5 6 B" 3 Lo /2 " _3 _0p 3e 442 "_3 0 /4" 6 7 9" 4 0 %7 3L 4lez%l" 83 0 /4" 7 B B'9 4 Le %3' 3t*6 402/ '3 /4" 9 /O /01.7 4 0 /2 12" " 3 // /O / / /O ' S /5 _/0_TI / •3 // IV E /2 /B" 4 9 1 '3 / " X=(V*0-(C.F. *HT►4 7 Y" )i/5d 4-2 __ _ 1--- r1 I F-- - - --,---1 over 21 feet All 1+._---' ' �-�+ 1 ' _ t-----lkir�ab/e----- I L L- I K �- ZBa�ys I I/oriab/e m /4 .167 .250 .05 .785 1 � --`� 3 D E N E R A L S / L- - - - - - - •►� - - - /(- - � - -•i i••. - - - - - - - -t~ - - - •- - - •-ice - ..� I "' !p I-- s%d� Open# I % I SECTION D- D 0 1 2.O _ i' Steel reinforcement shall be per Standard Drawing No. 2-D171. I , I ng D I % I E (. E VAT IO N Sloal to concrete surface end deoronce shall be I Inches. F- I TO brCUrb ' 1 Basin I I I e- t 5 -n,4. -c/ Bars E ------- -� --- - I I----- -_ NOTE 0 ----- .376 .375 . I i 1.178 _ '' ` - ' ' ' • o. Local Depression shall be Case B un ass olh. erwise specil3ed on genera/ p/un. ____ b _____ �3bdrs Volley type Invrl,thown by dashed lint In Section, required _ V I I r5hars HiQ 1 p /2" when connector pipe is oligned to end wall of a catch basin. f,G }; - Str. 6r. I guaICurb facts}" ' ` �a , I, - o b. Elevations at outer corners shown on enrol plan. If'no a/eta/ions am speci.?ed, ( 4 _50 r� 1.571 I all I ( _ I For the design of catch basins with a V -depth exceeding 6 L_Pbigl,4 e • l/MOuIerCY1' D/'L0�1 Lk 9 '668 O •20 /t ,?,Cl?,--_ 1 �f - note f I •Variabl ge preSS�On shall conlbrm to finished street surlbce. O I -T I Bars B C f' 12 feel, see the required structural plans. V r0��c -'Brae ht o; or Ri e Line- L int M e c. Stokes shall be set to grade along the Palley and olon-g the ridge line (outerr 1 1 , II ----- 1 &Pyo 4 bar, may be used in lieu of No. 3 Dors � St erlige ofoctuvl depressed area). Stokes at points M and '1v shall be set 8 O5 1.0 -r3 .62D .31 1.963 I l I _ ` __j a I as follows# �__ Stroi ht Grade areal -note%' _-I ort o s/roi.qhtgrade between tops ofend headers (if on a vertical curve -I-� - I - I I 1_L -- �_i . " *41 -- -- -Tt/} ---r 1 _ - ----- r ---•I •4Aws New or Exist _ } / Cr 2- ` Pipe I l WALL AND FLOOR STEEL SECTION 2 I ` / ETCH 8A SIN RE/NFORCCy T - W GR ATER THAN /4 / -0 IV It VALUE • , , ! D , , see note f'"). These stokes shall not be nemnved until just belbre the -See note b ; `•_ role b_ final finishing, ALTERNATE VALUE ALTERNATE #342 tri ? •�• 2h CASE B sr d Cr R 4 feet unless otherwise specif)ed K -5 fi of unless otherwise spe�ci(il•d L - 6 " •' . f *3 6 0 4' /O s3 d * 3 6 * 4 / #3 14 8 • 3 7 • 4 H 3 /B * 4 24 3,08 3.142 4 4 /6 3Q •449 24 3 /O 0 4 /d J 24' 0 4 24+' 3 /l ♦ 4 /d (3-I S_" SHEET I of I CN1(/DER10NeNa•w / 12 -" k- • -� I - /2 i, I _ vertical curl a shown on enrol Ion. ' I / 0 SUPERSEDES drawing of some number doted July 195 ,nq I I.L I / e � E_ F �, / I I I Op�cnr �- U I C F 9 P . I/ -------- - r- ------ ------ ------- I rJ f ��_____ _L G _, �,TopafCurb ern ('- _e_____ _ �- --- - �- +•.�: 's• LOS ANGELES COUNTY ----- - ' ' ' _ --_- _, II/ �p a.303 1.270 1.27 3.990 I / E ualCurb RE FERENCEe REVISIONS LOS ANGELES COUNTY RI/ i I �•� � � I •410 1.56 �7: .30 �q 0 2�- -- - ' O V(/1 J S�I(r.1E'9 END I � --- FLOOD CONTROL DISTRICT Flow I -- SIrGr. -- '.I 9 i:---S1r. 6r.-- 1 Flow ~' _q Fane • w ' wA.w OAT[ al.0■1w110N 1 WALL STEEL __b____ r - 0� •� 'N' SIr.G�- /J,r -` 1 --- - ° , I Irf4.Er>i I � �� FLOOD CONTROL �IS'f RICT Q • e , rs` �i C� Wriob/e tr > c".,A,rr Ar•s t. tr.s __ _ 1 ;' k REVISIONS LOS ANGELES BOUNTY - -- """ m BARS G - CATCH BASIN .v o�� 51� ,_� ^ ^ % 1 ♦ c ,.� t; �,,,,.,, LOCAL DEPRESSION NO. / E, V 2 a J , Ridge Lint , The new bar numbers ore based on the number of � inches ,' NARK OAT■ DESCRIPTION FLOOD CONTROL DISTRICT 4 6 � 6 I - - 2 _ A 12-11.91 A.w;,.vd n►•r� `� > /1 . °, Rev sed r.° -e a. FLOOR REINFORCEMENT SECTION 2 �! B B 4 6 I REINFORCEMENT i__ -S•tro% hf 6rode orsre nurs P• _ ! ♦ e•1a53 •Idled Ndles end FOR SIDE OPENING included in the nominal diameter of the bar *4Co/2'� ,,Ir rnonyed 4' to -W Bar number,? /n bin rounds an/ Burs numbered 9• lD and /l --- ® .4- /- 7z fit, -sae C•o,w,-ahs CONCRETE COLLAR 8 /2 Io w 5 6 - l • • , �D •. U i-17-51 Added CATCH BASINS P y 3- 4 Circular Ties ,a - - - - I Bars G Bars 0 . See stole b , APoin_ t kf Poin l ly \`See note / _ one round bars and equivc/ent in weigh tand nominal cross - A CASE C Q • 1 A"'� - ��__,.{L// o sect/onol area to the old type /; /� and l� square bots .I s C orb'. ARN,IY• •►►w0•/.O LIL! lata -t :OOCeO S -/l GS s•[v•_ r0, r/onn I No/•�s 9 I _ - - - /. r . .:. • t1ATC - JVLY. t.]2 FOR PIPES 12 INCISES 1 - _ _ -- .. ,.r.�_.... ,'.��._a." ww„I„ ,,, ■.Co.N.ND.D.r DATELos ANGELES COUNTY L� Revised I -Js -7I 2-Dt7t #------ ' �_ j:�' �f/�� /G� ►d0 (42(- •O e81 FLL]OD CONTROL DIS-RICT THROUGH 66 INCHES a ��-v _.._..•..._. ,_,._�•.,,,,, - -- ; --- - ---- - - t - - ,•' APPINO,IED er APPROVAL RECOMuENDED BY •rrwu,[o r. -- --- ...., .... D.Y.M. p �• 01 •....o •• /,� Z.14" 3-C Bars v //i� r•.c.w •• CC,,��// L K- // �� • C.W.H.c1..., 41"G. - !9/1 _J _L___ CIV./ aNa■•aER �L V, Li-.-��G�1�rX._ CM.C... •r •..•Y.11.4 •• SCALE GATE FNO._2__D_3SGRATING BASIN REINFORCEMENT*CALK DAT[ DwG. NO. 2-DASST. CHIEF DEPUTY ENGINEER /I 'LOS ANGEI ES COUNtY FLOOD CONTROL DISTRICT--•-1-•��, ��;�J._ NONE DEC 196ET I of I NONE 5-15-'68 -._.7r:_:__.1.".,ra." .N[[T 1 OI t I ol IVO TF$ Cur! i_"*e -- - -• -- - --- 7' ---- - '/ r1 STEEL PU►T�.---....... Vf forcunr s/re/ oar coo//cobA. r---�--------------'�r-------------------------------- Y4 . s D.�. ar as aMno`leQonl+/erar Alternate iAor�hole -�---i NOTES �� •. TM��•Y---- '-• I i r- I V locations per Uwq. No. 2-D 157 - A I 1 ' ' L CONNECTOR PIPE Dowel'-__ --14--[" - L support ea/ 0404 -a _ A"# r0r7 to cadw- ../i s.nwr d .'diol..+. arA ro'Raisa as sowft (AS -r gad,uE DRILL FOR- 9UPP102T T .�- Locale pipe al the downstream and of the basin unless I /drrwe0 m show".. ' 1 r -I �- _ - Dowel per Detail e•'f`-s' -- - - �-I-t-]-I-IH - specifically noted otherwise on the general plan. . _ 030jr9'p/2'o. 2. Prw,c/w+ alar sAorl ee .Tata/ATI, a.f syyart[ao/ts arac.1/. ecslrldq Ar `i- d_ -\` ,� ; S/oirEro/� s1gM I '/ \1 Pipe shall be trimmed to the final shape and length I o•- -,- /rirsl • e 0 9'Cals•4"M o1 a'•`°w't S/''r"e a'�•►y 2-0173. q �_ - =-T 3-•:. or"4 bars a (w+6') A.S. - ( 6` before the placement of the concrete. - - ' ' �' 2. CONCRET f I } t s.,ordt aon)r jbJ/ N sA+� w /..Igre n Gra Fac. t t i l r .// cvxe Detrtirs �- % - _ I Iyp. r---� /�" _ ---_-----� t .Lr/IlOaif�A//a/oOrrl iA0//OI �/tiM�if/a//�hrbrAL•erAw•. � -�� •�• ��1 �1 •I r .\ e O '� . ' >` • a / AKw c,.� /�v+.crta• dls•/il shaA b eEr)IIYATI sr■ea /As Aa■d■■w� '� J Amos cr •IP -'7: - �-� `� ` �` •s'1 - ° - '*J - ' . � y - D • A H ri ` I'l __-i- Design, k ■ 3.000psi compressive strength at 28 days. . . . I1 . I 2^ / Floor of the basin shall slope from all walls to the I ' c �� &W can* �, �Zrolr 6. awrfd s"°tr°' plKcw a1cJ ler 6s� \ `••,,/ , � \ / P r � f; I - _ . 01 no coo- V ; n I • ' • • t . /S fl4lrlR g;� I I a oullal and shall b• given o steel- troweled surface I Y.• B /,el 10"O" aw,r las► Q I w•-•4 'S',AVII w CJ; ew.wr. Mia eAw/ Ile q, +Ei y . • .:I -a • ' IL _ I ua '' 2'= _ \ / I -.y - (I N finish. ' - `-• Ai Awed ae /hew !we cswv 0110 �.Il.cri,a• N is Ars/ Nq r N �r1 $1 / �, �� •ice _ . -1-I Curvatura of the till and the slot walls of the qullar rel /+•• •'•:^w^r �* r*•�*e s"a+ s;'.IrM nwr.ae t+.+ ,i� r H , 6• ---hvm ow fww "OK - . I -/ Dowel-- - I 14 !i0IYD - Dowel opening shall b• formed by curved forms. ,� . ti �®6 f c.r- rAe Apt ep of nae h>r ear AArn to rImBimc o. i/Alec -wx . _ � � �� * � • a •. ;a r r • -A . . - . � l -II q� -2 . -Anchor Surface of all exposed concrete shail conform In grade, I I •,`J :��` ,� / S++ srlac- elrtell Be MW cIrarer .✓ /Ks w re ATMs /Aow 1f /+s■. /Ao rz•.Yeiplsrla 'e i /�- •`' ► 1 ! a. Anchor --- II 111 I g N slops, color, and finish to the •sl:llnq or 1 � . - __1 6 V%W, carol Nler r As b. c•■•w•1e'4 aR Ioarrwr• Intl /waramm d'"'d'IWV4 � / I_• J W\ Its . ,_ �.-4 +30x•4/r! las/cc-Ropffsowitfrom .. -i---y-- proposed,curb and walk adjacent to the basin. . f4r'WV r'"' s"•'1 be 1A" ""'"' -Ww ` s� C/1N 6 �g •�-• /1las.'"'Is ' SIOW 00 aM-+[ ,y,► /A@nWAJ M tns mala arw WO MW eA1CMN/ w secA_. �. u -1- ii- . 3. REINFORCEWE � ( Std. Dw No. 1-D fl) ) �r ��; Cauca A•sr Eqr sib11 i•+�>�i 1wKs.r•/ v+l'l+l..res . ` `-- / h(de in f2-026�J '-----t - - - - ` - - -- - -- -oCur /q W.,, AR., /Aw or CAWW is rrp.rri. eked Arg/Ae &hag be re•1r. tz.1 10. / ► ... rrup 3 Radius- -- - ___ Top Slob- No. 3 or No.4 bars spaced asrequired on the • ® I / 'I,. -- Adua1c" S/i -----=�---- r----- ------ {{-- - ►- ----- . Structural Pian. I / I - - - - - I 11 e Z FLOW 4 Radius -Anchor per _ I I ' / ,�/ 11 7, Irrr1. Aw1w/rA u1f Fan Parr + bral•.#a 22'a1•I 43; hw aecf/on1T ##1e7 M .+•[ Hass / a -- O: i 'A/Ase Bra•(s sa► svlr[I acct. alai ( " .d/lan 11iwcJtJ V t - Wall: and Floor -As required by Sid. Dwq. No. 2-D 172. I Varies (As I -eq by the /4 THICK STEEL PLATE � &=PON& 4:1An» Jet"••' "'s M "''� S""""' aA0"1 e i"d f ' _ Dw No. 2-D232 4 Rodius PLAN VIEW ple'Ovi1oiE SLOT .Foal Rte+ �.! --- - q �Reinf er l� - 4. DiMENSIOfV$' I L. S. batraee s/L D Sri � J �� sMa a P�'•4 aIle Ictal h,aw a�a►r I � �/� � _ .-=_ -Pro/stfi�cBar. SN A/O:�v - SetIpM1 @ p 3 Radius 1 ,sfi-�ei`��a/ draWin I ANCHOR 130 T acts I _L _.---.--.----Cs*. or A77 Aoul. / ee OR an AW ester... Curb face of catch basin opening (Exist. C.F. t H) shall , . a Leagm of Farr PAste a tr•t2 lar am tate* basest •■OW /hr a''�'T"o7C .o ::.-/`�Go/ronire0 S/eN-Sla: s4wrt Awl or Asr�pana® AsocAine b1/I. Sas Mph J. Dwq. No. 2-D232 A _ -- - as required by Sid Dwgs. Nos. 2- D 88 , 2-0415 or `3 ,. Basil. A1%el.Se+ DTI•♦/rr.I-024lL1 oA+/ .2 /or ewa141• I Ilbo'�1E•� ... as shown on the general plan. �Rour�� Mi/c� Sfee/Bar I r i /� J I ®^T va d 2J..ra o1A► .tall EATaTIc ory Beaew' f70f r* A ..sew ,A.a/t. Are.. N 41F S4~ !. C„rA lary sh u M as tee..* Ib D-rs- Abs- 2 -DSI. 2-0248, 2-D4if. ••i ` . 3 . , Catch basins for W ■ 10 feat or more shall how• a `V' ; co•■.cfol►. . • • - TO P SLAB - STRUCTURAL PLAN depth at the upstream end equal to the curb lace al r- - - - - - ,• - ..�.' ASA►-+rarl:0 srE/E+r D#rrSS* .r as SAc.s /As eenrrsl RIM- , , ` �: I SauNir Cow.ect� ur+ er•M; ateyrer os •.:'• : - _I� . . . Ohs catch basin plus 12 Inches m'bul in no case shall ter- - . A7 SPAC/A'G Ar ALL AA/C�4GE - ? S /s M# SAM ASW dWskme betemsomAWSiNof Mo caA:A best. mW /,lie edmW • ' ) 1 I I nrlAtNed AWA~ e sr end arc1lars J'fra• smaa of Aber • . ' � � Q: fisc the slope of the Iloor earned 311 I ' i!j• � NN Z _ _ _ _ _ pyo , o/ ,be noov�s aIICIAM /wr. Sm Ab/II .� W - 14'- 0`• and b• 3'- 2` unless olh rmse shown. III /� ..t • A Placa ow A wkoW Ol *cc* ads W dar oat p// s0i is i■+wnr d✓ RIMY i' Ati■rITeC . .Std. Frame and Cover „# • t..1 -� �• �N Radius., t Per Dwq. No. 2-DI56 • 1 V ■ 4 -O , unless otherwise shown. I I r :. . • 7 ,. ,-Face Plate and Openin ■ - I ' �>'- / _ A '1 •.. i' A� , .a `,'. Anchor-, -N 1 ■ 6 If V ■ 4 - 0 or Iastt. � A ; vl 1 per Dwq. No. 2 D232 I •_ •. I 1 ■ . ■ 1 -'a3 or '4 bars.4 req d % % I _ I I - 8 II V■4 - I to 8-O. `� SECTION A -A ____________ V. - 1---- ;'-,- 8 -------I T-- ' 1i- `' r ,--------- t • t0' 11 V ■ 8'- I ` o► more. FRONT EL�VA-i I ON �r--_-------77= B �/ -'T .- A. ` _' I • I c a t . ` :e, .Street or T 5• STEPS I Sid. Dwq. No. 2-D 96 ) r �? ,� T_ /� NI E • a > I I -I` 1, I {'I % L.D.•surfac• j V l0 Y-0`(incl.) place one slap 12 Inches above the 11 - r/V'l I `9 a -Dowel II 1, 1 ° 4 I I Iloor o) the bosln. ®NOTES ��` i _ r(Selr.w ow Cosy► eaarw BILI •o- �• 1--. •._r_ I't.�rI"' - I I - 1. An alternate step may be used subject to the approval of the engineer. ��-e-. � �'iV over 3 -O loceales at 12 -inch Intervals from the1 __ I.... _.. Dowel-' 1 i ' P P 2- All steps will be firmly and rigidly sett and no cones or shafts will be � ery ~ -Id. __ _ I a - Protection Bar and floor of the basin with the lop slap of 12 Inches (minimum) . �r,r Sipace Aencno,sacwW-ff1WJV r1./7P/J'A-KIEC 2-f Sawlrr aoi*s /Isr L I accepted with bent or cracked steps. ./, FQ_ 4 ,-Step per Dwq. No. �: • Support Boll per I below the lop surface of the top slab. p p belw.n end arwA ra 0,4 onchwso/sckrajip-IiAt e'a ,- • 01 I • I ' 2-D96 and Note 5 s' ' Dwq. No. 2-DI75 1 3. Steps Will be galvanized after bending. �.,.!„fiomAcr /oc•a1aw. SPMR 80+charsraA�"+^'i/• I" �? Carr's+ d°//r� d hwrof to s o/ CO,d 4s Iwva. b.1-ewT ad oraul or: D R AGE • e --d - -dj - DETAIL OF DOW. _ ;�: an 2-0232 I LOS ANGELES COUNTY ' zl 01 > I FLOOD CONTROL DISTRICT int 1 b--------- •I ' I _- ------ ;-Allernale connections CATCH BASIN N0. 3 „ , per Dwq. No. 2-D224 . NI 3` Radius , I PLAN SECTION Slope to outlet /� I from all directions I AND PLAN, T • 1 ' 101 ---_----_•_- . . T - - ' '�' i, . ....-...w.e.. ....-... w..e•...... i . lf�_-:: 1_�, �--_�, " 1 4`4 --- ____ ---I 4w. @-. -&.1 - *T S..4p dwwv _,FF& - - a I 2 APPROVED ■r Subgrade Optional-' r- cNlEr ENGINEER . SECTION A -A SICALe DATE, DWG, NO. 2 - D 16 3 P.EFERENCES • , , ! D , , see note f'"). These stokes shall not be nemnved until just belbre the -See note b ; `•_ role b_ final finishing, LOS ANGELES CO•UJVTY FLOOD CONTROL 01511RICT ® 1.5 02 .750 .44 2.336 •�• 2h CASE B sr d Cr R 4 feet unless otherwise specif)ed K -5 fi of unless otherwise spe�ci(il•d L - 6 " •' . f (/ (7 2-04 4 D 1 -19J 2.749 6 H - 4/nc/res unless other'wi'se shnlyn on the general p/an. ,---- - - 'Sea SpXial Mo% --- ----, e- Points A and B she// be sef a/ H inches below erisfing ® 5,70 evised�De%rS�d .875 .60 •#c'•• -#•a• " _ G. r Cao- @i ® 2.670, 1.000 •79 3.142 Added notes / guller grade t•-----�- 6 -- r-------6---�--- f: S col details governing the construction of this Local Depress -ion on r "--I Side 11, Il ~ • P 9 9 p 0 34.00 ! 128 100 Q• 3 5. 4 / 12 -" k- • -� I - /2 i, I _ vertical curl a shown on enrol Ion. ' I / 0 SUPERSEDES drawing of some number doted July 195 ,nq I I.L I / e � E_ F �, / I I I Op�cnr �- U I C F 9 P . I/ -------- - r- ------ ------ ------- I rJ f ��_____ _L G _, �,TopafCurb ern ('- _e_____ _ �- --- - �- +•.�: 's• LOS ANGELES COUNTY ----- - ' ' ' _ --_- _, II/ �p a.303 1.270 1.27 3.990 I / E ualCurb RE FERENCEe REVISIONS LOS ANGELES COUNTY RI/ i I �•� � � I •410 1.56 �7: .30 �q 0 2�- -- - ' O V(/1 J S�I(r.1E'9 END I � --- FLOOD CONTROL DISTRICT Flow I -- SIrGr. -- '.I 9 i:---S1r. 6r.-- 1 Flow ~' _q Fane • w ' wA.w OAT[ al.0■1w110N 1 WALL STEEL __b____ r - 0� •� 'N' SIr.G�- /J,r -` 1 --- - ° , I Irf4.Er>i I � �� FLOOD CONTROL �IS'f RICT Q • e , rs` �i C� Wriob/e tr > c".,A,rr Ar•s t. tr.s __ _ 1 ;' k REVISIONS LOS ANGELES BOUNTY - -- """ m BARS G - CATCH BASIN .v o�� 51� ,_� ^ ^ % 1 ♦ c ,.� t; �,,,,.,, LOCAL DEPRESSION NO. / E, V 2 a J , Ridge Lint , The new bar numbers ore based on the number of � inches ,' NARK OAT■ DESCRIPTION FLOOD CONTROL DISTRICT 4 6 � 6 I - - 2 _ A 12-11.91 A.w;,.vd n►•r� `� > /1 . °, Rev sed r.° -e a. FLOOR REINFORCEMENT SECTION 2 �! B B 4 6 I REINFORCEMENT i__ -S•tro% hf 6rode orsre nurs P• _ ! ♦ e•1a53 •Idled Ndles end FOR SIDE OPENING included in the nominal diameter of the bar *4Co/2'� ,,Ir rnonyed 4' to -W Bar number,? /n bin rounds an/ Burs numbered 9• lD and /l --- ® .4- /- 7z fit, -sae C•o,w,-ahs CONCRETE COLLAR 8 /2 Io w 5 6 - l • • , �D •. U i-17-51 Added CATCH BASINS P y 3- 4 Circular Ties ,a - - - - I Bars G Bars 0 . See stole b , APoin_ t kf Poin l ly \`See note / _ one round bars and equivc/ent in weigh tand nominal cross - A CASE C Q • 1 A"'� - ��__,.{L// o sect/onol area to the old type /; /� and l� square bots .I s C orb'. ARN,IY• •►►w0•/.O LIL! lata -t :OOCeO S -/l GS s•[v•_ r0, r/onn I No/•�s 9 I _ - - - /. r . .:. • t1ATC - JVLY. t.]2 FOR PIPES 12 INCISES 1 - _ _ -- .. ,.r.�_.... ,'.��._a." ww„I„ ,,, ■.Co.N.ND.D.r DATELos ANGELES COUNTY L� Revised I -Js -7I 2-Dt7t #------ ' �_ j:�' �f/�� /G� ►d0 (42(- •O e81 FLL]OD CONTROL DIS-RICT THROUGH 66 INCHES a ��-v _.._..•..._. ,_,._�•.,,,,, - -- ; --- - ---- - - t - - ,•' APPINO,IED er APPROVAL RECOMuENDED BY •rrwu,[o r. -- --- ...., .... D.Y.M. p �• 01 •....o •• /,� Z.14" 3-C Bars v //i� r•.c.w •• CC,,��// L K- // �� • C.W.H.c1..., 41"G. - !9/1 _J _L___ CIV./ aNa■•aER �L V, Li-.-��G�1�rX._ CM.C... •r •..•Y.11.4 •• SCALE GATE FNO._2__D_3SGRATING BASIN REINFORCEMENT*CALK DAT[ DwG. NO. 2-DASST. CHIEF DEPUTY ENGINEER /I 'LOS ANGEI ES COUNtY FLOOD CONTROL DISTRICT--•-1-•��, ��;�J._ NONE DEC 196ET I of I NONE 5-15-'68 -._.7r:_:__.1.".,ra." .N[[T 1 OI t I ol IVO TF$ Cur! i_"*e -- - -• -- - --- 7' ---- - '/ r1 STEEL PU►T�.---....... Vf forcunr s/re/ oar coo//cobA. r---�--------------'�r-------------------------------- Y4 . s D.�. ar as aMno`leQonl+/erar Alternate iAor�hole -�---i NOTES �� •. TM��•Y---- '-• I i r- I V locations per Uwq. No. 2-D 157 - A I 1 ' ' L CONNECTOR PIPE Dowel'-__ --14--[" - L support ea/ 0404 -a _ A"# r0r7 to cadw- ../i s.nwr d .'diol..+. arA ro'Raisa as sowft (AS -r gad,uE DRILL FOR- 9UPP102T T .�- Locale pipe al the downstream and of the basin unless I /drrwe0 m show".. ' 1 r -I �- _ - Dowel per Detail e•'f`-s' -- - - �-I-t-]-I-IH - specifically noted otherwise on the general plan. . _ 030jr9'p/2'o. 2. Prw,c/w+ alar sAorl ee .Tata/ATI, a.f syyart[ao/ts arac.1/. ecslrldq Ar `i- d_ -\` ,� ; S/oirEro/� s1gM I '/ \1 Pipe shall be trimmed to the final shape and length I o•- -,- /rirsl • e 0 9'Cals•4"M o1 a'•`°w't S/''r"e a'�•►y 2-0173. q �_ - =-T 3-•:. or"4 bars a (w+6') A.S. - ( 6` before the placement of the concrete. - - ' ' �' 2. CONCRET f I } t s.,ordt aon)r jbJ/ N sA+� w /..Igre n Gra Fac. t t i l r .// cvxe Detrtirs �- % - _ I Iyp. r---� /�" _ ---_-----� t .Lr/IlOaif�A//a/oOrrl iA0//OI �/tiM�if/a//�hrbrAL•erAw•. � -�� •�• ��1 �1 •I r .\ e O '� . ' >` • a / AKw c,.� /�v+.crta• dls•/il shaA b eEr)IIYATI sr■ea /As Aa■d■■w� '� J Amos cr •IP -'7: - �-� `� ` �` •s'1 - ° - '*J - ' . � y - D • A H ri ` I'l __-i- Design, k ■ 3.000psi compressive strength at 28 days. . . . I1 . I 2^ / Floor of the basin shall slope from all walls to the I ' c �� &W can* �, �Zrolr 6. awrfd s"°tr°' plKcw a1cJ ler 6s� \ `••,,/ , � \ / P r � f; I - _ . 01 no coo- V ; n I • ' • • t . /S fl4lrlR g;� I I a oullal and shall b• given o steel- troweled surface I Y.• B /,el 10"O" aw,r las► Q I w•-•4 'S',AVII w CJ; ew.wr. Mia eAw/ Ile q, +Ei y . • .:I -a • ' IL _ I ua '' 2'= _ \ / I -.y - (I N finish. ' - `-• Ai Awed ae /hew !we cswv 0110 �.Il.cri,a• N is Ars/ Nq r N �r1 $1 / �, �� •ice _ . -1-I Curvatura of the till and the slot walls of the qullar rel /+•• •'•:^w^r �* r*•�*e s"a+ s;'.IrM nwr.ae t+.+ ,i� r H , 6• ---hvm ow fww "OK - . I -/ Dowel-- - I 14 !i0IYD - Dowel opening shall b• formed by curved forms. ,� . ti �®6 f c.r- rAe Apt ep of nae h>r ear AArn to rImBimc o. i/Alec -wx . _ � � �� * � • a •. ;a r r • -A . . - . � l -II q� -2 . -Anchor Surface of all exposed concrete shail conform In grade, I I •,`J :��` ,� / S++ srlac- elrtell Be MW cIrarer .✓ /Ks w re ATMs /Aow 1f /+s■. /Ao rz•.Yeiplsrla 'e i /�- •`' ► 1 ! a. Anchor --- II 111 I g N slops, color, and finish to the •sl:llnq or 1 � . - __1 6 V%W, carol Nler r As b. c•■•w•1e'4 aR Ioarrwr• Intl /waramm d'"'d'IWV4 � / I_• J W\ Its . ,_ �.-4 +30x•4/r! las/cc-Ropffsowitfrom .. -i---y-- proposed,curb and walk adjacent to the basin. . f4r'WV r'"' s"•'1 be 1A" ""'"' -Ww ` s� C/1N 6 �g •�-• /1las.'"'Is ' SIOW 00 aM-+[ ,y,► /A@nWAJ M tns mala arw WO MW eA1CMN/ w secA_. �. u -1- ii- . 3. REINFORCEWE � ( Std. Dw No. 1-D fl) ) �r ��; Cauca A•sr Eqr sib11 i•+�>�i 1wKs.r•/ v+l'l+l..res . ` `-- / h(de in f2-026�J '-----t - - - - ` - - -- - -- -oCur /q W.,, AR., /Aw or CAWW is rrp.rri. eked Arg/Ae &hag be re•1r. tz.1 10. / ► ... rrup 3 Radius- -- - ___ Top Slob- No. 3 or No.4 bars spaced asrequired on the • ® I / 'I,. -- Adua1c" S/i -----=�---- r----- ------ {{-- - ►- ----- . Structural Pian. I / I - - - - - I 11 e Z FLOW 4 Radius -Anchor per _ I I ' / ,�/ 11 7, Irrr1. Aw1w/rA u1f Fan Parr + bral•.#a 22'a1•I 43; hw aecf/on1T ##1e7 M .+•[ Hass / a -- O: i 'A/Ase Bra•(s sa► svlr[I acct. alai ( " .d/lan 11iwcJtJ V t - Wall: and Floor -As required by Sid. Dwq. No. 2-D 172. I Varies (As I -eq by the /4 THICK STEEL PLATE � &=PON& 4:1An» Jet"••' "'s M "''� S""""' aA0"1 e i"d f ' _ Dw No. 2-D232 4 Rodius PLAN VIEW ple'Ovi1oiE SLOT .Foal Rte+ �.! --- - q �Reinf er l� - 4. DiMENSIOfV$' I L. S. batraee s/L D Sri � J �� sMa a P�'•4 aIle Ictal h,aw a�a►r I � �/� � _ .-=_ -Pro/stfi�cBar. SN A/O:�v - SetIpM1 @ p 3 Radius 1 ,sfi-�ei`��a/ draWin I ANCHOR 130 T acts I _L _.---.--.----Cs*. or A77 Aoul. / ee OR an AW ester... Curb face of catch basin opening (Exist. C.F. t H) shall , . a Leagm of Farr PAste a tr•t2 lar am tate* basest •■OW /hr a''�'T"o7C .o ::.-/`�Go/ronire0 S/eN-Sla: s4wrt Awl or Asr�pana® AsocAine b1/I. Sas Mph J. Dwq. No. 2-D232 A _ -- - as required by Sid Dwgs. Nos. 2- D 88 , 2-0415 or `3 ,. Basil. A1%el.Se+ DTI•♦/rr.I-024lL1 oA+/ .2 /or ewa141• I Ilbo'�1E•� ... as shown on the general plan. �Rour�� Mi/c� Sfee/Bar I r i /� J I ®^T va d 2J..ra o1A► .tall EATaTIc ory Beaew' f70f r* A ..sew ,A.a/t. Are.. N 41F S4~ !. C„rA lary sh u M as tee..* Ib D-rs- Abs- 2 -DSI. 2-0248, 2-D4if. ••i ` . 3 . , Catch basins for W ■ 10 feat or more shall how• a `V' ; co•■.cfol►. . • • - TO P SLAB - STRUCTURAL PLAN depth at the upstream end equal to the curb lace al r- - - - - - ,• - ..�.' ASA►-+rarl:0 srE/E+r D#rrSS* .r as SAc.s /As eenrrsl RIM- , , ` �: I SauNir Cow.ect� ur+ er•M; ateyrer os •.:'• : - _I� . . . Ohs catch basin plus 12 Inches m'bul in no case shall ter- - . A7 SPAC/A'G Ar ALL AA/C�4GE - ? S /s M# SAM ASW dWskme betemsomAWSiNof Mo caA:A best. mW /,lie edmW • ' ) 1 I I nrlAtNed AWA~ e sr end arc1lars J'fra• smaa of Aber • . ' � � Q: fisc the slope of the Iloor earned 311 I ' i!j• � NN Z _ _ _ _ _ pyo , o/ ,be noov�s aIICIAM /wr. Sm Ab/II .� W - 14'- 0`• and b• 3'- 2` unless olh rmse shown. III /� ..t • A Placa ow A wkoW Ol *cc* ads W dar oat p// s0i is i■+wnr d✓ RIMY i' Ati■rITeC . .Std. Frame and Cover „# • t..1 -� �• �N Radius., t Per Dwq. No. 2-DI56 • 1 V ■ 4 -O , unless otherwise shown. I I r :. . • 7 ,. ,-Face Plate and Openin ■ - I ' �>'- / _ A '1 •.. i' A� , .a `,'. Anchor-, -N 1 ■ 6 If V ■ 4 - 0 or Iastt. � A ; vl 1 per Dwq. No. 2 D232 I •_ •. I 1 ■ . ■ 1 -'a3 or '4 bars.4 req d % % I _ I I - 8 II V■4 - I to 8-O. `� SECTION A -A ____________ V. - 1---- ;'-,- 8 -------I T-- ' 1i- `' r ,--------- t • t0' 11 V ■ 8'- I ` o► more. FRONT EL�VA-i I ON �r--_-------77= B �/ -'T .- A. ` _' I • I c a t . ` :e, .Street or T 5• STEPS I Sid. Dwq. No. 2-D 96 ) r �? ,� T_ /� NI E • a > I I -I` 1, I {'I % L.D.•surfac• j V l0 Y-0`(incl.) place one slap 12 Inches above the 11 - r/V'l I `9 a -Dowel II 1, 1 ° 4 I I Iloor o) the bosln. ®NOTES ��` i _ r(Selr.w ow Cosy► eaarw BILI •o- �• 1--. •._r_ I't.�rI"' - I I - 1. An alternate step may be used subject to the approval of the engineer. ��-e-. � �'iV over 3 -O loceales at 12 -inch Intervals from the1 __ I.... _.. Dowel-' 1 i ' P P 2- All steps will be firmly and rigidly sett and no cones or shafts will be � ery ~ -Id. __ _ I a - Protection Bar and floor of the basin with the lop slap of 12 Inches (minimum) . �r,r Sipace Aencno,sacwW-ff1WJV r1./7P/J'A-KIEC 2-f Sawlrr aoi*s /Isr L I accepted with bent or cracked steps. ./, FQ_ 4 ,-Step per Dwq. No. �: • Support Boll per I below the lop surface of the top slab. p p belw.n end arwA ra 0,4 onchwso/sckrajip-IiAt e'a ,- • 01 I • I ' 2-D96 and Note 5 s' ' Dwq. No. 2-DI75 1 3. Steps Will be galvanized after bending. �.,.!„fiomAcr /oc•a1aw. SPMR 80+charsraA�"+^'i/• I" �? Carr's+ d°//r� d hwrof to s o/ CO,d 4s Iwva. b.1-ewT ad oraul or: D R AGE • e --d - -dj - DETAIL OF DOW. _ ;�: an 2-0232 I LOS ANGELES COUNTY ' zl 01 > I FLOOD CONTROL DISTRICT int 1 b--------- •I ' I _- ------ ;-Allernale connections CATCH BASIN N0. 3 „ , per Dwq. No. 2-D224 . NI 3` Radius , I PLAN SECTION Slope to outlet /� I from all directions I AND PLAN, T • 1 ' 101 ---_----_•_- . . T - - ' '�' i, . ....-...w.e.. ....-... w..e•...... i . lf�_-:: 1_�, �--_�, " 1 4`4 --- ____ ---I 4w. @-. -&.1 - *T S..4p dwwv _,FF& - - a I 2 APPROVED ■r Subgrade Optional-' r- cNlEr ENGINEER . SECTION A -A SICALe DATE, DWG, NO. 2 - D 16 3 P.EFERENCES REVISIONS LOS ANGELES CO•UJVTY FLOOD CONTROL 01511RICT / MARK DAT: D[sCRI►TION 3 •�• °- -G e�'s`d * STANDARD 4 D 1 -19J Revi5ed� 6 ® 5,70 evised�De%rS�d - DROP STEP uBurrTEo eT - - - c.w.K •#c'•• -#•a• " _ G. r Cao- o^IE 2-DI75 ND. 5 15= •.Ic. nolle. ' CNI1: L.""tNCE.R-- A II -5- Added notes . • AP"OV90 BY r CNIEr ENaIN[(R d eT w[cor %c PED 6, DATE NO 2- D9S W. t A_ r - (3-I S_" SHEET I of I CN1(/DER10NeNa•w D.ticCNOINEEw LTERNATE METHODS FOR FACE PLATE ANCH ass* �s S/J. GQ/r wit h/ cr/ anchor ou /c /an o prcra n vrnu/9 -� ` \ / --�--- 6 , i s 0'- 4"•Soler PPW# \ /'� � r . , 1 / - o,«■■11f lis► ems - 1 `1, � � `• •' t '� I sleet P%Pe ;