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HomeMy WebLinkAbout1719-785817 �� • �-- ZT-�,.��..._ � ,•- - - - - - - --- - -, - - - - - - • - - - - - See Special Nole . . _ . . -- - . .... ......... W V(fl) t FRcwr WALL REARaEAD ►KOLL I I. TOP SLAB REINFORCEMENT --- ------ ------ - - ----- - --- ----- , t A,7 STEEL fZAGYP STE l `'' Top SADA stsel,sof % l-' 1'oriob/e --+.---- - Vorloble • = -•i �' For detailing of required stoel,see. Catch Bolin Standard Drowings. ti 7�, -T- -T- i -( To I - - sae / - -- .. L , '� S/ol° Opening t , I Side Opening ` 1 I Side Opening t K - 1 .� C B 0✓ W1 Eoch Wo For dimension b greater thon 4 ft.,ses the special design of the top .. IZ ti I F.- Eosin I rr3o�in I I ( I Eosin I I ' 'b� 4 6 3 S 'f !e d 3 to 6` 1 p•"0 _ L sbbrelnforc•mant shorn oath• required ttructurol pion. --Cf , I -- : I I I .L J, t�• Top oil Curb-, 1 i I /' I I i ' -_ CF. to 7' 4 B B _4/ 4 /2 yl b 2. y(ALL AN FLOOR RfiINFORCENENT' - , } ,, } I 4 r�- '-r,� - D L T N0 TES Ib7 6 /2 /0 '/ _4 b �/ /0 1 ---- ---- The Indicated reinforcing steel applies to Gatch Basin Sloneore - -- - - _ 1 flow SIrGr.---------- /A/lCurbfocesF un -------------- - - - - - - - --- - -- - - -- - - -. .--- • -- - �a •P,, ; 12" /O' 4" / 4 6 3 /6 .� P6 • 3 P 6 I I 1 - �� m Drawings Na 2-DI01,109,160,162,163,164,170,195,249 w4_2,and4Tl _ . �. \\ +1 q /n/B'- /81' 1.O' S- I 4 9 8' ' " / i 1_. Q b Pb/ne.A All catch bosint constructed on streets designated os Stole V e ' ,t&1 ' Voriohle /. A concrete collar is re uired where Me change in rade exceeds /4' B /0 /O 4 #tr 4 Lae ' 4 /O" -- . A. �� -Strai hl 6rodeorsce Hole l' -Ridge Line /PoinfM 1 24" /0' 6" q g g _ 4t, -- L - Highways shall include the reinforcing steel shown on this \j4 �(4 I .._ _ . r-- T- _36" ---.---7---. 8'' o. /0 fl. per fool. l4 / / /0 4 6 "4 ,e 'N 4 /0 _ Fr TTrf'- -r•-�- drawing. �_: -S'troi h1 Grodeorse+enote•f' --i .5 CONCR�.Tr- REINFORCING • 48" /5 /O" 2. Where / es of different diameters are o0ed with a concrete Catch basins constructed on street& not designated as Stole � . ,/ C A S E A A - O I� �. - _ Seo note - STEEL I N ST IT UT E PP / Sec nele b --%' --_%- " WALL AND FLOOR STEEL SECTION I Highways under 1t&• ldtowlnq conditions require wall and - -� - 57Ji /.5 /Or collar, L and T shall be (hose of the larger pipe. 0=O/ or D2 ---��- -� °Special Afole' Where no curb exists, curbs shall be �t. _ _ _ k(, , - floor stool reinforcement: . I . ; 1PidgB Line STANDARD AoIrJG1 RFiNFC�RCING BARS 60 /.75 // CAT N BA,�/lY RE/NfORC£A�E/YT- W /o /4 !/nc[1 c tronslrucfed be/weenencfs o1'locollkpression. Curb -- 4 --, (Round Off) „- whichever is greoler. Bohn Operlin9 (W,C or S)° basin Def the (V) section sholl confirm to lhot orconlrollin o enc i. VI ' i , - - -- - - �f z}- - - . • 66 /.75 / / 9 9 y _ _ - 1 I . . �� To 7 feet (Incl.) 10 feet of more , - L _ 1 _ _ _ , Er/s, Golfer line l� - bO� BAR SIZES WEIGHT NOMINAL DIMENSIONS -ROUND SECTIONS 3. For pipe larger than 66 a special calor detail is requiTbd. . I , I I - -. _ _ _ 6 - s - T to 14 ftetlincl.) 7 feet or more I- - - - - See S ectal Note - - - - - OLD NEW POUNDS DIAMETER CROSS SECTIONAL PERIMETER n �EX1st. (" - 4. For / e sire sol listed use next sire lar /• 1410 21 feel Oncl.l 6 teff or mote I I C b Point A 11 't'I = , --ficial B 1 , G ' I fc •3000 INCHES) (NUMBERS) PER FOOT INCHES AREA-SaINCHES INCHES pP 9e Top slob Ates/ se.,wh /-� I i' L „ fRONT WALL Elm WALL over 21 feet All �, ---�'- L ____-----�brivb/e----- _K_ ►_ ,� v `'-'I I '-- K 1 H- - - --- --`� �28a� s 5. Ornil reintcreln on / es 24 and less in diometer and on oil V(11 - t WAR WALL STEEL I I � � � I + I (Vorieb/e L _ � I `+- - m y 11/4 O •167 .250 .05 .7816 9 PP -�-- 3�1ENERAL= r --------r------- `-t ft Te ST _ STE I (I Steel reinforcement shall be per Standard Drowinq No. 2 -DI TI. I / IP � + I Sidc Opening D I + IELEVATION SECTION D D / es where angle A is less than /O. I L 2 cy - _C.F. I I I I 1 I C.f. ® Q ^*`4@l2" PP 9 i+c[I Burs A A B &rs C BerS D bors E Q N�rt 1�., �.ol ears E Steel to concrete surface. and clearance, shall b• I sachet. ______;,,i T�o(�Curb-r_' ' ©assn f-> I t_ 1 OTE m O ,37� •3 �� • I i 1.178 6. Where reinforcing is required Jhe diameter of the circu/or lies - } - -T L .I / ---- p ----- Volley type Invert,shown by dashed line In Section, required _ ♦ a Local Depressionsho/1beCoseb un ess otherwise specifledongenero/p/an. - jl ie 4 a 3,918 l d -- •s34ors .I . /� shall be Df (2 x wall thickness i t 8. , „ " v, I p /2" when coru)•ctor pipe Is aligned to one wall 0l a catch basin. flow ; --- Slr. 6r• , qunl Curb facts} I�ry18 - o b. flevolions of outer corners shown on •Hero/ pion. If no e!e►rotions axle spari`�ed, 1 •668 -500 .20 1.57i 4 5 9 3 i9 2O 3P 4d 3,/14 I I •3/ a -polR_ t `- 6 11-1 •} L/ %:i;, ,p Q 420-C-2GV0 CclnC-ol, s --2" ,� " I - I For It&• design of cutch boslns with a V -depth exueding I t L_ _ �f�- lC ( e I //leoularerl o/'LoC101 (kptUss�ons llcon/brnllofjn/shedslreel surlLee. (�) T -{ +''fy / -� 7. When Dl /s •quo/ to or less /hon O2, loin inverts and when D/ 5 6 B 3 ee /� 3 412 3 ♦ /4 I xt ( dl l2 ?�/___ , V ' ,5\ r I" Variable . - 6 7 B " 4 %7 3E�B 4 /c's4" '3 l4" I I -T I Errs B 12 feet, see the required etrucfural plant. C�� r n Ei�- 11Inl M C. Stokes shall be sof to prodevlony the rolley and olonrq the ridge line (outer yPy / .y ' ' ' '� is realer Than D sin soffits. __ _ ii I i I - - Bas C 1 y ,$Ira hi t5 Rim , e of actual depressed areal. Stokes of sats M vnd N shall bd sP1 8 O 1.043 .625 .31 1.963 �p. ' c ! .�I 9 2, % 7 6 B ' 4 p...%,�� 3t 6 41! ' 3 %4" I I ' ( 1 I CL No 4 bore rrwp 1» used h lieu of No 3 bort ; Per 1 . era IV _ , lx I a fallow, �__ -S�roi hf Grade or ser note P __� on o straight between tops,ofend headers vertical curve 8. Pipe may be corrugoled mala/ pipe, concrete pipe, or reinforced B 9 lO • I %5 7> 03 // �_ _F ( - r- 1? t • L see note f'"1. These stokes shall not be riemnved until 'us1 beft►rr the 1 concrete pipe, or asbestos cement pipe. 9 / 0 /D 4- - /2 "- /2" 3 // 1-t- I_. a �� - j _ 1 ALT TAff_ ED VAI IIF'''� � See no% -b .o ' `, !9 ® 1.5 0 2 .75 0 .4 4 2.35 6 S Hole b rinol frnishin I I i /0 // lO r 5 - /5 / e3 //11 -t- ' - Ir 3 ! ? 0 � � -- ---- - m CASE B g' st H d G • 4 feet unless otherwise sper/f}cd. K • 5 f�+et unless olherwl'se spcCiriPd 1 1 iA 9. Not to be used for o size change on Jhe mo/n/ine. l / ,1'2 /0 ' 60 /6" 4 9 / " 3 •tel } I - - -� - -- - * 3 6 + � to 45 � L " 6 " � � (�) 2.0 44 ,875 .6 0 2.749 1 /`--•-- - _ r - - ar it•olr8 ,r 3 6 + / • 3 /4 4 4 1 I X= vftl-(C.F*H*4 7 Yr )I15&a1-2 r---- '� H - 4/nc/1es tin/ess o/her'w;'Te shoiv/7 on the general p1,3n. �• • J # , 5 16 .4 24 9 ® 2.670 1.000 .79 3.1 .2 New or 1 ;% SECTION 2 � e. Points A and B she//be sof of H/nches below erisf,rl I G -- - - -I-- --- --1 - 3 8 4 4 /6 J 0 • 4 • ?4 ,-------See S /o/Mo%-------� Pipe I ��, I W/1LL AND FLOOR STEEL r / guf/er grade - to + 4 to J 24 + 4 z� .- s ---- I. --------- - -� I 9 3.400 ! .128 1.00 3.5 , 4 I - / _�"' " " / 1` - ' - 1' Special details overnin theconstruclion of this Loco! De cession out O O Q : pr _x . ' ' e - TCN BASIN RL'/NFORCIE NT - W GREATER THAN /4 s 11 ♦ 4 /1 It ,' 12"� I Sidc _,� I r_ /2• 11 rt°rftcol cure shown on encrol ion. p ° -1 I 1 Pipe - 1 E - SUPERSEDES drawing of some number doled JUIy 195 ' I I I I OpCsing , I 1 _ 9 P I I Q` -------- ------G_F., .I orCurb __' I opsin (`I ------- I Cr -- - , I f' -----_-_ L5 � II/ 10 4.303 1.270 1.27 3.990 1 - 104Aore I -L LOS ANGELES COUNTY f tblCurb REFERENC[e ItEVISION1t L03 ANGELES .=OUNTY 1 - - 1 -. ♦ 24= I--- sole. v V(/L) S(G;EB END ( ; ___ ! FLOOD CONTFtOI_ DISTRICT i`lOw�1 -- SlrG1 0 'I S1r.G eS. r 6r.- flow , - 911/,i I 1 .410 1.56 4x30 i 114 ► +�►� � I WALL STEEL I o t. �, • ---_ fOCe "1•." o"*[ oa.cRl.T1oN FLOOD CONTROL 0tS't RICT31 31� JLtiw /q _ . -• - - - - ---- . ' I L! ` !S` / �I ! 7 -tet (Iwu►1IW K•! !. X* i ' 4- I ��. I o � ''Ihrioble o .� u r: o."•T..✓ +��, ?� __ BARS G V \\ 5 / LOCAL DEPRESSION NO. / REVISIONS LOS ANGELES BOUNTY 1/I - CATCH BASIN +; J KIOYC Linc -s• o The new bar numbers ore based on the number of � Inches . ,' '\ MARK VAT• o.ac"1►TION FLOOD CONTROL DISTRICT 4 6 3 6 I - ? _ ' . I ♦ 8•10L53 .laded Notes and FOR SIDE OPENING Included in the rnminol diameter of the bar '*4 /I -� * /1069 Vev•ad�o•e8. FLOOR REINFORCEMENT SECTION 4 8 B rt40.6 1 REINFORCEMENT -Strut h%6rodeorsEenolsl' @/2 Cris 4' fair Bar number 2 In bin rounds and Bars numbered 9, b and /l CONCRETE COLLAR =-- -' "� CATCH B A s I N 5 P y I . . / r V t •117.1) Added ole orae round bars and equivalent in we htand nominal Cross - -----3-4 Circular Ties ©� I. elrs.o.°'""t" B /2 /D _ 5 6 Balrsd Seeiriole b , Point D�'�P-int-1y \`Seenolcb 9 I•� I i . e • » .as N p� =9 tics 70f o'1 < 000/0 -- I Bars �j � � - - -- � - - - I' Q J !! C,N•6!V AR„.,Y+ •►•"O+tD� O 9ectlonol area to the old t e 1 ; 1 � and /(, square hors VA Sp I CASE C m lost ce en•-S[O,./IenD a yP /a. ` "' • LOS ANGELES COUNTY DAT[ - JVLT Il S2 ______ ouawltt e r .■corwe"oID ., DAT[ - 0 88 r(3157 -PIC LS� Revised I-15-71 No [ I_000 CONTROL T FOR PIPES 12 INCHES __ � ` _`I _�-- --' .�'_: ar.e•...w.a."t .��,i ""...',� �"__-_._�11��__ ..., 1 .,. I THROUGH 66 INCHES +o� -� E - - - -T ---T h.........., . . , «, I - ., o.,,,,. •� - 1- - - ,'' Apploo Iaa •T APPROVAL RECOMMENDED ♦3Y o..."„ _ •.r"uv[o-r, " -,_-• . 10­10DI...NI• ., D.Y.M. ` �,/J'i - ,i �� J hors 6 it �-VCG'LL'«C«L•�n- e"'ea'"•' •"•"""°" -i- No_ -7- GRATING BASIN REINFORCEMENT "AE` DAT) (N•a►a"MaarR ..co"N."o.a., - SCALE OATS DWG. NO. 2 -DI 2 ASST. CIIIEr DEPUTY ENGINEER - -11 Icy. •f• _•;:,;r J;. NONE DEC 1962 • NONE 5-15-'68 ,Ha[T 1 oe LOS AN E S C()IINI Y FI OUD CONTROL DISTRICT on....... ,......IIr n+.••.,. SIIEET I OF I filo TES •' Reinforcing sloe/ op,ofrcolH 1 w_ I - r---•.---- ------ - ----- ------------- - - - - -- -- NOTES -• _ -- - --- ---- - ' cwt LA�re sed owv. o• o, a.A,a/ee o,)�wMW 1 J'r/o"Raiff• .ftft JASrMA361 -_--- '-Koe.Mt Alternole Mo2hole - -i' I _ U /. S&tutor! sw, •"p�v 'a - A"# Vary ,e confer. wJn HJ,or d Nia-v art ' A-0mee w $Aol■+I+ • • r I i r-1}" locollons Per wq No 2-0157- A 11 l ryQNNECTOR PlfE1 , 1. I I Dowel'___ _� ` Locale pipe at the downstream end of the basin unless 1 �'- '• - t-1" } .. - '� - - D o w e I per Detail - ar 3 I r 9' P /1' a 2. P,w+cr.nl. be., sAovJ ee r■s/°I AN, a d sa yyer/eons r�+cYl..cwof ^ f Ar ,• 't - Si ar revs algsa -- - - - -�- - - '� i cpeciticollynoted otherwise onthe generalplan. 0---- r .ee[9.016,teachla,aeocitwil s/o+r+roDrv"Z-0173. �_� '~- J-`�_,J ,T}•;,or"'sbons Iw46')A.S. IJ \ Pipe shall b• trimmed to It&• final shops and length I i ' / .4 n Drs fare t4 t far #0 M bernrs. -r -T p _ -T-- , • r o . before the placement of the concrete. ,/ ,I i - __ __-a��-.i -'�i a 4 ;. , I=o.s a °. o e' • I ' I - - - - - - - -J 4 A/Sr� sal hW O� Ila aot"A~ 00W irlb,tic'.iwM. �. � I l\ I IF-. . I 1. . • %d I IVP• �• ` 2. COtdC12ET �4 - - .� /�- �. f►ar.�C km 4e�/,1 ~ tO '""NAI ■*" 1" •.•melts 1 -;1 •� I �• o :T, I-+- Design, k • 3,000ptI eomprecslve strength of 28 doye. I I S. cP'�r of iAr AW1 AW � base+ *-T-h 6.' earl,/ ~/ A* Pim ^Ck Mw . 6S# �''�. � / '\; � ` yP e ° . ■�''ir. ; I .. a P . s ° i � a' I / Floor of the basin shall slop• from all walls to the �`%. Ile ,■a.a•".." clew 000" ercwa, 6. I - i I - I - ( outlet and shall be given o steel- troweled surface I , Y .._ k%... 01 B (Al OVI0+, a..s ,%W s rpW-vt •s',AWff a t 1fhowr'r Mi, Ma■l" ' /��"° z \ :' ra � y a ' I ..:1 + - A- A. I a n / i -.y - I " f I n 1 t h. , Iv wrcessW7, a. /nes /AV ca■■ M a/ A* fir"a W I+ h w,e Ar,i av � S ! to ! �� _1� . . , 1 2= - Jrsm Ino fV01W "ft . I � � •\�� ' -----r. -•, � . p . I ---I Curvature of the sill and It&• tide walls of the gutter I / _, •t`- /e! Masi. fto or,■,a•, eV7 AV rrw-vw 's'sn.+a sf .rA► nr••r+.+M e«+ •1�'a �z v '- . .e . • e �. ! . . Dowel-- --, ( 6- -�- Dowel opening shall be formed by curved (arms. . ' I / 1 spray/ 0 6 f "ce rhe soar.Ip or lair /a► ear ,Iwt, & -o'c i. i/ ,W 0 "WX _ I • \( • r o • ' ' ' I I Y P _t1- • I � � - ` . ;'E` ` ,- i / ' • so* **Cv ohrM '[I ,r Jaw ,Ar tees */ AW Aar a Aar Arse /A" Af } /cal. q+Ir near /kala rr �` i 1�- -i ' a 1. ► t ,t i Surface of all exposed concrete shal'I conform in grade, .� , > �/ % 6. 1,Tnl V Co,C* N,M We A, be Cf•,MwcftW ow cwrM, the /M ~* Chard A.n� l 1- - Anchor --- _41 1, YI IE '2 i JI b� -Anchor slope, color, and IInIsA to the •sltllnq, or ' - �` `•.i 0=3sa e4 /•9'P cc--- ,�,,,, �.a, s,,,,, Aa s.11�,, „I„r ,Ar ,Ra,,..,. a,"."s..n JrD.. sdi cne►i� ; ��.• '':...,I,r,r ,,,,a, L - - - 11` - - - - - - - - - _ - _ - Propose0 [curb and rock adjacent to the basin. 1•J �f- ccws •„raga SAO* ra,.•+b,C-1 a.IrJ no+w•n t,,,,a..,a o„r ,I.► /"+..col M /M rr.. wr.+ .•s Aa a.c..i w wcA a • • , � I r _� •1 r rs in Pybhe -N•--� I 3.REINFORC MEtJT: SW. Dw No Z -D171 Q. •r - �- - ( q ) RMr► aaa, ► ,AI,w sue cwr / „ r+w+f, tAar/ A.la//Ae aAal// a sw+► 3 / ,_ _. • - - - •-ASjI/s,oDlfr S/irrup 12.0264 ) V__:�_ U ' 3• Radius- - - `� - - - I Y ,Cur i a Top Slob - No. 3 a No.4 bars spaced os required on (he ® - - - r Mme,. w,,vm ori orm# priers r Wes~ rZ'APW 41;31.. sacrAay meJ M /«'a r+Me I J ,'I''' ...! .•....•.. J'ps l "AlAme, Hd Brous s°II ler+ syr ess/ (!l • AlArr I�+rrchol --=� --- r----- ------ { - - ►- ----- Slruclura) Pion. 1 I/ / 1 - _ J-14,11, ---•-..-- // 45,.IAwa *are'&- 0-F M ■r-dd smt,aw ,)earl be gA4cal / orles (4s, req 4 6y file _,, ` . Proretlion Ger. s« /,ire z I .caYaW A. Inv s,.•lre DevolT SvkR sr�er/ b. pbrs4 «+. /bor lhpar +I art 1 . --Cs*. or pwwA } 'hall• f "strep / cc are $Wpw-, Bon Aw ser ja ow. FLOW 4 Radius t- Anchor per I \� Walls and Floor- At required by Sid. Owg. Na. 2-D 172. P1,• AN V l E\/``/ eorl'r,w Sit DR¢ /Ir. t -W711 i `� --•-_ -• - I . ro+ beers, aIs•MI NIr i/ra.e7 Ca,a► - f.._ Dwq. No. 2-0232 4 Radius 4 IN s-fi-ucfur-a/ dr-a�in - �Reinf per 3' Radius e a Learto of fon PAs,• r A /Z for ow a ,----•-i"%Gv/ranizee slw-s/d s4varr AoA/ oe b"eponoJ k~ rw•eAi,re 0e/l. See MAH J. Curb (ace of catch basin opening (Exist. C.F. t H 1 shall 1 ; :o Dwq No, 2-D232 A 3 be as required by Sid Dwq&. Nos. 2- D Be, 2-D415 or /¢'OROvr1d Mf/d Slee/ Bar ' ®,-'�ra2.�'■p► oe r r+a/fA.ch**#! Barr' Ab efS++ Osp/Mr-1-Ois=I •.I .2 /or aWawlrl• } f'' `s• os shown on the generol pion. ■ I- BB/741 y0 f � A ; �pe- J� �• mm. t•Dss, t•DttA, t-Ot/S, a I i roues. AMlirw M tf SArw !. Cwt face s+l aJI M of nrrFe/ e7 Dwfs Catch basins for W 10 feel or more shall have o V n _ ; AvAo . JCSAr OvWfi:v SJs/r."s Dins-^" MW as ,Aww on oww • . . % h=• TOP SLAB - STRUCTURAL PLAN depth at the upsl►eon► end equal to the curb lace at - - - I - sAr„ coti•ec/ar, Aw sto : ,/ewer o ,o SPACING Ar ALL ANe!2!AG>r•' . - . . -'L "S"%, nie sA•►►Isss aYst•nee I«...Il Ab. silvol N►e eeheA fere weI /w e•Iallr the catch basin plus 12 Inches,& bul In no case shall p_J )r`s' , I I ,IrIAcNN "Ao-• "'. .r o/ JM naoresJ A►aecfAwl► Ise .See Awa S. the slops of Ohs floor exceed 3'1 I Ill It �, / to NNS - - - - - ;"a s Saranianotio,a5'hVMOAaF01o0&►/cell• . 4.. • ,-Sid Frame and ver W ■ 14'- 0 and b• 3'- 2•, unless otherwise sttown. 111 7 1 Co A Places glow A aRcAal• or foe* Ade ar a+r 04'W1 sA#c* Plw,a oral wJAM $' *%0 ," 11 per Dw No 2-D156 V • 4'-06, unless otherwise shown. ( I I L 1� . . 'p. . Y Radius,, '% I, g Anchor -N .-Face Peale and Opening 1 6" II V ■ 4'- 0• or lest. I A �r / A . ' -1.� �' -"3 or'r4 bars 4 req'd I �\ VI i per Dwq. No. 2-0232 I 8 II 4 ' • 'd _ _ ' SECT O ------------ 3' T-- / �- I i t = to" II v■■ e' II•"tor moo": I N A -A FRONT EL�VATiOt`i �rri - _ _+- 8 - i---- '---e"------•-t t-, ,1.-r---�-------- - -j ---- •%-T 4-�• ,, ., i I I 11 04 I a IC / t . �I .Street or 5 I Sid. Des¢ No. 2-D 96 1 / . X r f(I/ories/ T 11 ��' al E .i 'Dowel II -1• 111 I o LL+•i / L.D. surfoce I V to 3'-O"(incl.) , place one clop 12 inches above Lha - /L� !11 I 7s);; - ® NOTES ' (sA..w on co" D eaRT sJst / I I 9 a _ „ �_h 1 01 floor of the basin. I. An alternate stepma be used subject to the approval of the engineer. ���•�. %-_itis . K)1 �• O• t, I- . r I -1 1--- • r f I " y - , I V over 3'-O /place Steps of 12 -inch intervals from the 2• All steps will be firmly and rigidly set and no cones Or shafts will be ��� I+...aro••e ,le.+ a■■d. ,o+�e I"■r orMIR 1 -- 1o IF Dowel-' j I floor of the bosin with the top step of 12 Inches (minimum) a ,y Sooee Aolcnorscworora++ora✓rer.IT/r EsJJ'a+ovae Z-f"SoUwr Hofer /1e1► L Prolecllon bar and accepted with bent or cracked steps. �1 F4_ 4� ,-Step per Dwg. No Support Boll per I below the lop surface of the lop slob. brief.., ens o�chpe o.+s a�POC* 8J�CJV0r# •'+n.•c.vr a'I l.. Dw No. 2-0175 3. Steps will be galvanized after bending. ' 45 I"�Or. Oe,.Vren or GACAars. ,', 2-D96 and Nole 5 � 1 p 9 a++Ijr 8 oAcAor bco/an. Spoca d oncAor, o+oi�u■•"+ /Mer,oe /Ace of Gld1 DETAIL OF DOWEL zI _ I11 on 2-0232 ,t LOS ANGELES COUNTY a Box" 0*dwafl. of I FLOOD CONTROL DISTRICT TE ANCHORAGE a' I . `"I -!---------°--------- • ,,Alternate connections I __ . ,_ �--'% per Dwg No. 2-D224 CATCH BASIN N0. 3 - 3" Radius % . I PLAN SECTION Slope to outlet i� 1 [ • from all directions I AND DETAILS I I . a Io, 1 ---------- ■ '� ' 4 t , •stow"a r"/'•. .►•.o■•. Mcor W"M ■ �1 - -{ _-=-AI a • a I • - - - - r - - - - - tot C J' 64-1✓4r� . 4/ iC" M.NIMN /__[I .Mit NIa1 MNiT ► ■ APP'NOV90 OT Subgrade optional-' --I j ! CMI[/ ,NG,Na,R . SECTION A-ADAT[ DWG. NO. 2-D163 NONE 5 - 15-'681 sH[[T I of I . P.EFERENCES REVISIONS - LOS ANGELES C='41 -f FLOOD CONTROL DI51JR1Cr ilia __ K--- i i -) NOTES FromeorldCOversho//begraycostironconf3r-ming STEEL ARRANGEMENT AROUND MANHOLE ill to Rr I � _-� � �,, .i _, to thelcles�A.SrY,. srondardA48, e%ss 30 or boiler MARK DAT: oas"IPTION ��� o//�,o%ed akx�,q bock afro// /xar� ovf/e f -X 0- eV/,reSTANDARD y I ►II w - -�.I�I >.�- -N -1� R I 22 Oto. ___ I ►•�--- - - - All Paris of the f%alne and cover exceoI' machined surfbces Aha// to tooted with osphe/tum point. cc bosin S�lofndofb' /ons unless shown difFe�el71'/ hel-eon. C/erifol7l-e .o y 14 1-195'6 Re,45edf CROSS SECTION THRU RIM of fit and shot/be mocked irlsefs bor"ori dehve '� frame Q7d, cove,- j,hcll be A)c .dioaed such that the � A 5 7 red evised�De%�d DROP STEP rendc.• trvm / 4 r - f !", curb REFERENCES REVISIONS LOS ANGELES COUNTY rlofe. REFERENCES REVISIONSLOS ® II -5-7C Added notes- FLOOD CONTROL DISTRICT - . A•."OV90 eT l 1�- -- MARK DATE . in 7 -.SZ Chanyr'' bur s/:e to ^.�-r pier 2-a I7/ . CATCH B, S I N - - CMI[r [NOIM[[RR D OY Rar-o[• *a})aG DATE NO. 2- D J6 '�C Asvt� Added note 3-!5_ SHEET I OF 1 CHI[r D[eION [P4a•R ••'4C [•I 1.•,r• 1111 . 4 Dia pick hole --- � Allen I .�t�' --- ru it / I Z& 2 ' . I T 1,00 SC.'L°lY. Ste° I ; I ' _.I ..1 :. I 1 --Z X 1 `Diamond n I tee,, I I �" . ' I - j+, ' \ mo% J"deep of �� I 0 O& If I Z \ 0 1 I i... -1 L : - R r A, ti l I A , - I• \-\ - 1 i „-- t , TYPICAL SECTION THROUGH !-;,-!/---l4- --'J � CATCH BASIN AT MANHOLE ' '-Letters rvhigh , \ I I I ' 11 cost flush with top l �R_'� � . ' STEEL ARRANGEMENT I Gap on rim of �= _,� FOR TOP OF CATCH BASIN NQ cover opposite pick hole,I , I TOP OF MANIJOLE FRAME &COVER COT TOM OF MANHOLE DOVER k -------Z38 'Juiside die. ofCnver ----� ; A//en sockel �, ,/ , --I "vitt I y Sel SCIeW / I ,/_// ._-1_•,. -ii/. i/i moi; / . /i Y�, „�;� Outline whe,� Y ) N I X --•-Y I rib joins rim -" I I I 1 -----ZZ"Dia. clevropening-------'' Outline where ,1 1 ___Y CROSS SECTION THRU FRAME a COVER ribs join �,�„�Scmeongle t 8 I throughout 1ll „; - 1 ; '5!I, i 3u - CROSS SECTION THRU R I B �/ I E , .�/ 01 am I 111111111110111111111 I II 2 1 II`�eri1 16 I I I rr111 I era 11 z II :'l `►°° AT MID RADIUS ¢ �___-���� ilia __ K--- i i -) NOTES FromeorldCOversho//begraycostironconf3r-ming STEEL ARRANGEMENT AROUND MANHOLE ill to Rr I � _-� � �,, .i _, to thelcles�A.SrY,. srondardA48, e%ss 30 or boiler NOTES • . IN CATCH BASINS NO. 2 AND NO.3 __ 1 I - & f -' i " R lade// Iwo ?/i'X 3W41len socket set screws, 90 *lo ��� o//�,o%ed akx�,q bock afro// /xar� ovf/e f _ i-%-,- ' _ a _ - - - _ xN I l i i pick hole, in holes dr i//ed and topped lir in dep th -4 Z. All steel sho// � i ,; .6ai _f, s�ced o�d d inehsioned as 'r Ile /a�' o� the ' y I ►II w - -�.I�I >.�- -N -1� R I 22 Oto. ___ I ►•�--- - - - All Paris of the f%alne and cover exceoI' machined surfbces Aha// to tooted with osphe/tum point. cc bosin S�lofndofb' /ons unless shown difFe�el71'/ hel-eon. C/erifol7l-e .o y n ----2 -----' clecropening Frame and cover sho// be lesled for occuracy .Jho//6e //17eh from ,6olfrxn ot` s/o6. CROSS SECTION THRU RIM of fit and shot/be mocked irlsefs bor"ori dehve '� frame Q7d, cove,- j,hcll be A)c .dioaed such that the � M 3. Na ¢ bar's � /Z rnoy 6C a,Sedir� lieu of No. 3 bors � 6w identifitol/crJ /ettcrh?q is oorottet wibf -/d No. 4 bonf @ Z" may he a5ed //7 lieu ol'No: 3 Agl,5 6) Z" rendc.• trvm / 4 r - f !", curb REFERENCES REVISIONS LOS ANGELES COUNTY REFERENCES REVISIONSLOS ANGELES COUNTY FLOOD CONTROL DISTRICT 2 _ 171 A PARK DATE DaaCRIrrION FLOOD CONTROL DISTRICT MARK DATE D[9CRIrT1ON •) in 7 -.SZ Chanyr'' bur s/:e to ^.�-r pier 2-a I7/ . CATCH B, S I N „ 6-29:.4 ReyiJBd c'//Hafts �,fiAN HOLE FRAME AND 6-/9-68 Added note / /2-52 Addeo r-rfrre/xr COVER FOR 768 /Qey;sed REINFORCEMENT FOR CATCH BASINS © Z-/-74 11',5&-'0�n°h ROUND MANHOLES 1 Arntovro av Ir •rite APPRovsD BY -. p _? %,, ' CNIEi £.'+"INEE.4-- CHI[/ [NCI [R iUa►tITTED BY R[COI"aa [O ♦ DATE -- -- M. G. T' ! � - • NO 2 15 7 -r' • a-• � T IJAI11111949i SHEET I OF iOpulTr'[� 11Y MI. C. T. +RSCOMM"01.0 AT r / I ,.L= ' ` . � I DATE I No. v2 -D 156 1 - ( ' 1V1R10''I `Nr.•tNF7a ,CrS1*'1 IJA7v1949 c HEET I OF ( IVIs N NO,wT w t " r - _ . 1 .1 Axl" ring seat omit Ihis step In paved streets K _ Street grade ._Il .P a. [For e - ~I For umm ,kl, r Ti 0u N . Y. S .3 O ' tom .. :0 �i . I-?, a.... . trir . ! .'. �!. U I �; :... v . .; `N: • %�' -,# . �... .-:j�a . •N SECTION C -C NOTES( sf&6&.C;6) . �I s �+o r[�ay �e N- ppHro►�Evv�d04 �f thi V0104 of and XW ssbfhdn ►foie mI`nwAum %MCGTied 19- that f14 rrad- �Iuc*r• shall b: used. for H (in Sec.0-c) see Mote P. L-VNGT11 l- Twll be 4I-eednle� �rwise showmen plan. L may be ►ncrsabsd or tion oe man • o meet pipe s M- SHAFT shall onstructeal r fisc' cc and p�1 it N/rvllen depth M from street grade to top box Is lass Z'-,o� for peeved ogres er s'_♦ for unpaved strCets P- DEPTH P r•,Is nsvuced cin CA)MOlute tirwit of W when 1o> cr valuss of P would reduce (�n fete C -C to s+ -s« or leis. T -T shall : oe b• for values of or 10 and Including 5 feet. 1 T shall be Id' W volueis Cr H gvet' d feet, 1 7 Where Pressure MarMW No.l is spectted on plons see Sid DMS. 2-D210 note 3. ; 1- STEPS aha+ 1 opt ` r+wnd yalvpni efr,el and ancho r Oaf less ft&pl, ` 1 Ghee in .he walls a� efry Ihilelta o1►,errvfs Ano�IA� steps shod r, a Ie" Ta�I Fi The tow st sltc s 1 oboe•• Hol more then z set =16 the ledsa at side of rnannole issue. Spa S - Divq 2-D6 2- f& s 3001 Pio 0 28 days • . 3-pr-IN!STEEL ahall be tear 2-0171, straight bars 11"clear from ata d ConC G• 4 -STA -TIONS of manholes Plan app) of tcnte line of ft. El t. grc d+O�vi .retla(1.�center and rnto�f +e (rK o1aiw�ed Inver/ eJrAdt 11nt. Ase Nott {,. 5 -lam OOR armanhole *ITorll be ateel-troweled. 6 -RI N63r redll or alnd . pipe f« sp aces*haft shall be seafed In mortar and neatly pointed or Aped instate owls. RIEFRRIENC[s . tticvlsloNs • J o 'P ;\ J'\ 1 �� LOS ANGELES COUNTY . FLOOD CONTROL DISTRICT IawwR .An se•CSIOPT/OM /� ofnon-toper<dS/d.pi�e lhreod., MANHOLE NO. I --___ ; ' ���a - DETAIL PLAN, SECTION AND :. i 1egMF/IN DETAIL To of'ColchBos•in Q . -1 A►rwovss w_ �. eco6 ' . _ r h N A I &ATK foo.2-17102 -/- 74 AS - BUILT 7 �# &/ __ �. RNATE METHODS FOR FACE PLA - - /v uI one ror au ru¢n o prcv¢n vrn",9 77 ' I -t---6 [ # R0=4�Sollli.» PIM/ 1,"411'51d holy wroryh/ �� /� opw'• f for CtirlG ``�' x ,`, r...�- I . J' i s leel pope ;