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. - - - . . . . . .. _ - . .. _ - ,! . . _---- 6xi h 1 NOTI s Irk Ccs Street rade r . - i • L t! t,. Icy be r ride - Orf111 Ih1 C 1 Jun;Iron SiruNure Na 2 rs to bs used wh n O 01 i r 1 r h n I ✓ """ r% OV d .- M 1 e Q 8 s. gees 1 a t �; QXt;Ah . n -_ ,-�- _ _ . cel i to ,., , til 1 r i , , . lC3VCIt �k.`e: I , t D of D- a 8 Is reatei;r than 24 Inches 8 tholf not exceed r d to 3 Rath 1 9 r U 3 =" - - �: i f � - or e t i or 39 Inches , ; 'i 1 ,. r - -" - - - __ _ NTt~ Na rl+ar to r,, nen A tt , / , , I~Oi Un YCd StrS I !cJ' e o_ 6n# opt a t o be mods ►n ons s!c Ion of pipe I , I , 1 r . ii .t - a i ti } '1 ,. e) t 2 V iu of 4 n r h roil r In I t. `i jj _ o !s 8C o d0o! s o o ►otcf dew r a n R and ' � T 1 F 1 s E v a i j .. � .. „ :, . q , � �. , , , .. , 1 ,� .. , � . ,. .: � SC a No tc P . p 1 l v 1 n n f� r '� i t - + -- -- �- i h r A n r I �•• t �- - - 1 j j *r e a a 5 ars s o re' a lqu,rtd per Holt 2 , / I / • \. , �` •'. _ _ . i . - I -T},. i 10 _ ♦� 3 Elevalion S apt>lies- of Moide ,troll all tlrucftirla r C ,� . . t •' +.y " x. _ _ , _ - ' - of Mlruc tore , 1 ► •4.% - J r ok f ',roll`' h ti t' riw►n' Ip f 4Vt / r-�-'ti 9 I . B s ou s o be ds e d IaN Trs: I s e at o IFi - �` t - -- - - }--- ri ,it: , �� U it m ,roll - A IA i 1 I f� ,.� 1 � A - :�r _ -+� "�f .T Min -+r- i. .. - ps en L ) e n Orsett on of ihtl outside of the sp1,i roll I t', r 40 - - -4 + r J , I : t t I. 4 ., I ) 0 '- - - - - - - - _ _ ► - `, a with the main line pipe wall 4i +, I > a. .., ° 1 . .. s.7 * T s , R r' t r,tl Ore;t/.Ede `'�: . 6.1 - - r ' i _ ----- to 3_iq, I x 5 55" 2111 - r 1 r: , r . , '" . . comer te I 1 , '.. , *j.. 1 ri 6 • C.odls-, n F \.: r E o d bars 1 dots, -3" OC _- ♦ . . 351rl - _ _J , i I I 2 , . i ;1 Sea tot O is � I �t�it'S ^ � Tie .. . � ,' born t "11l ! 3-1e" Cl t. 1 I ,fit r , . . . - Z i I •' - , . ',- t G bars t i �. TA YA BLyE OF- LUES fdR T s.7 . T 12 « 6.1 I5r x 5 55" 2111 - -- 24,1 30" 5 +s 33' -�; _ 6 • 3b + b: 351rl - .r n m r m, t-: n t •t .,�� V . Da. strep L 6 1 cher dons reO,n or the IMertitctron of Ih \ r e • i r ' .r , i 7 \ R f i" r h A I '; % X i u wbN wit. 1 s m In tin , watt / , ,. The operon shall bl.rstloR alar cut- nor mol to Ipe surtoce and . I t` r I . ,' � I_„j _,. +� Ili .., L„ without dothoginq reinfortinq steel It o joint In the main lint pipe . 1- - -- •.� . tt °• - -- 0 f i 11 w lh,n i m f' h o h r ,1 n 1 r n � , s . 1 s o t o tr ode r vI r t � - co est: a dtococ , f ' • � rT uIi I S ,.�- H s , U n _n i P� . m . n e s t 0n t t tilt 1 f Yh m In In I c oo b e' o a I I t s e o o e o til s a ! s L, f ° _ T' , . h . t til F , mit dl +. "'�/ — .. ,. 1 i. fi r I r n r h 1 1' 1 nit ► �.-• - 5 he Irak r nl r m ns. ! 0 1 b cu a t o' nin - sr! se t o ce e P P s s c! e o pt 9 _ J -\ ' r_ � : All steel Hereof � . \ i. ,•. ,• I and bens into lop and bottom slobs of spur H- _ _ Z _ ; r-" 1 - - --1[�' - -. •' . r, . + - - - _ b .1e'. � i i- h r -1 n 4 � r` 0 t mo n It n n r �' e e a be t od d a d i t 3.5 cane +iii me► \ rho � �" d t'. xt n in ton it pens t in h s 0 d e C s m 1 f } 1} I � l� �.. _ ..y r \ I ► +r- • t • , • ► ' •!'..... •' t. s d ft q ud ally 2 c. et` bsyor+d ,file tl I t o brlorout (See Nott �f , ►. F- ,' _ _ _ _ _ - - - _ _ . . r , r. . _ _ - _ , ,� .•. 4}, and tronsttrfllY o d+stones of ti on hod+ �Idf of IAt ctn srlln� of ",' •, • ( ie'. �1 pipe H = I/r 0 0 of pips t ,fi inchp$ minimum ; - . i , . r , . N r m , b milt n 1 r 1 n fi n c TIC.�N C odic o © sd o s d to to! o t 1 I ,r troll ..J- 0 cans t Y Pp 5 . - -n tOnntcllpri vrlth tiiittlnq tearer► dr0+n j`�c /� ` /� A, . _J__ J__ \� r 7 Reintorc,ng ;feel shalt be per 2 - 0 17i, and placed I'/r Inches. clear froom p /� *� LJt I AIL< N PLA � t tat os._ [anter' uM til rwr ih 1rn _ . f L e''1N � NOTF-S I- - - ------ L til t e, ess a t se o / i r '` :.' 8 E and F bars Mall be carried to a o►nt not less than J d+ n from (.�hcift not Shown (Shaft nOt shown) H- HEIGHT H in Src A A unrr Sec e-6) shalI b twat lees then 4'-O', b t ma tie Imre air ry hr,uni tE! i p st9 c! ) { tt y os 1 _ . 1 _: r conlorlln! J - rl,f D + D inches 5 Otin Itir1l tovlded tlbt the va1.w o► M •hall be nal lees t an lilt ►nlnir•,urr, ssecltlea -.f• .1 Brae lite re i 3. R' 3 r n PLAN Jircet r C - GG N S„cer al,all b: used-' For H tin set- G.-t:j sce Aute P T------- 9 t oncrste siren til shall bt 3:D(yrJ psI of 28 do s sxclpt os atAtr,rlse M�Ir1IIOIC ff'Or1'IC r]t1Cj CtNCI^ I t q Y Q(j L -LENGTH Llrtl he a l , h I J --t-------- !_ eel r nl+e o h fwiss s o,,,,ri on ,fain l r,,..v L+e 1 1 1 r --------._ - Plan No 2-D.472' 1 �iI%t nOttd trier;ossa Qr zot,.an or rnor,hp r .s ed o Ince! W pt end• � - IBJ - r 10 Floor. of structure shall be sl*el-Irowetod 10 spring lint N - - - - - c 1 11 --;x II When Junction Siructur! No 2 Is specified with reinforced monolithic arch � .- .;► O A . �'`• l . A 10.10, Inti 5f ! ► -r _ M- SH FT si,+slt_'.,nstrucrsu rwr .fir and IDeluit N liv r - ! t q tt statin drain volar fl shelf rZf;► to the clear span 01 the arch .. �. r -Lid -"C hen dell h M r tin ytrcCi s t , rn o� box 'la ices nthdin 2 - Io fbr ed ett-O or P P� h !'-s far un av -4 'MAthf kiNE SfiORM' DRAIN ,� Rt,nfQrcln sfeel shall be cut •and btnt Into Junction Struourt to the Sams " •; � �.�Gaf vCtt'Itz� �} l�Mrocts N cd I 11 _ -�-1 lett Dors- , q �--1--� � ?4 ♦ ,.. � , - R C Pip# pr .rtinf/teed `� r-� - t / monr•.r as loo Pips Concrelt Cradle under reinforced monolithic arch Ie a . . � r sSCC"I StC �, 1-J 1 P-' DEPT•N P ,-,.s tae r�.,1.,r�i - an c�afute tim,t of 6•_ WV% r, i I d` 3' i aC A to • ,. - U) - iVvul.i redu�e It (ih ae,c. C -C to 1i' -.re'" or^ Itis lar ger values �f P rne►,plllhrc a�cA _ _ I not t •gyrrtd - 1 + _-,• ' . — u 5 re' . , -- ' ' 4 10 l Q. Cr I-.. T- T „l f oe a for vc,lue3 of-� u b-a>� including a teet - - I•--' 1 1 et• o' " .1 o Ad=l2 Wht►1 Ieroi3On R and Elevation S Ore n01 shown on pooled drowings inlet �` ..► �~ , �_,i -+• +' we', - P .--. t 1l. r3fi r •,• s - 7 , 1 h 1 �" re' !" O T. t t f r v 1 t st. 1 p a .i .� ea c _ Ti r be uc vy. ba ► r h I n1 n r tt 151 t r main 1, I Wil n In 1 n t rn S u l o t rad' 1 I I I m n I,n 1 h 1 t t t e t S 0 t n I' r D p o r P Pe ! o her a � i �_.., + F3_0 % Whzi� Pretsurd Moryhpl� fV011s L •coed On Ions set! 111! Oa . 2<0 iD nal 3-1t1 O C ?0 1 , / I , .. .+t„ i rodioNY, E Ieroll0n .,5.. #hall bt Sh0•rn on project drowrngs, and .nits pipe shall }� !V • +' - - ': i 2 0 3 4 1 I f, i r * t" i I 1 t r s -:' ' r f js n r �i ti! aid on fl slop, hf r] ods t am t ierot,on S io catch Dasln or rode brook Q c- t , �y _ r out d t + ! e. N q ? Z - 3b R .P J l�-� I 5TEPS eh+rll be rowTd alv ne Ste on a d 1 I t A bort G.bart !1 In lin F lerol,on H h it b h wn n r t ro In nl h G .' u i- "~ eo e' } I q Q u4 el d nchor not less 'hon fir nchc.is S i teat. , i - i t s a. t s 0 a P aloe d . w qs o r w en stub Is la r T -;.eV .,►-W w� ohs wwlll of efrvcru t rllsrli Xlarwi sho��lIrrn�� Aire i yto11 tic • c J IM To li' 0 K tM +.0 I E. ----- 1 3.3":OC` ' t in main .lint I t lvwie con trucllon of tnitl , e . 'C 1I-- 110 1 I- r'�.•' �- ' Tilt fowc►t #c serail! be twit more then 'Metal opo;?e the ! a at dteof manr,ral �Iot,► -1 t } � _ - . - � i � be p.rov,dt4 o s p P it-, � is - - . -.,. � 1&'I � ie' e - cdg s� c _ 4 l ' i f , ler q D. SMlt�orle :flfraf4 iyn dr;m>rririgrt elf tM .tnhrtsctlon d ciiir hr±`a . s O tf' T y.e . _ _ Tr SQsId D q 04: 1 5 t 4F borer ��, pt re' le'► (tori! orad bt�ri�h, e,iwpt tl+ot itVtlatit for catch basin canMclar' ., •: ,`11,� -. _ Q ►' , - R 2^ {R ; 3000 pal �t 28 dais . 1 5 i le r, 1 S-'3 01t - -Cs. nsi� aiil o1 tittaclli,res - . � • t � ' A v , . 3 r S • -- - tU � _ _ _ ._ __ a 1st`-ii+isli ,t " / i �-i-� r, ',jIrihC)RCii ST�'L`L :,i,uli t,f •4s. 0111 Strait 1if hwr! l "(liar irpen Corltttls-- , • � .'� r � + .r.. c . _ I4. 11Od Tranell/sr► .Structure No- 3, 5:s.¢ Dvrq 2-f)Iti+1, when 'A -C rep• It ea#. •.; � X ? _ !1< „ d � -- - flocs .,r cunsric: It -�� ' ,r. ,• ~ PI aeal � '� II'QJILr, I 7 4 • STA.T I 0 N ! of rnunhulc:e 3hayn Ian 1 1 r r m� 1 i I o tc It r li f t oinlin ,�- •-� -- n d i t ' i t i e' 1 y� u �i d o ! hto�y t t ,� a Y c v v s -e " ' ". - '' 4 e :' t f 3 .e'.• ; r + d � U ! 1 _ j •. I � O. -s "Pon a Phan tenter w a nrfer to Hire F,rola�.►�ed Invert 9r.sdt tins . See Kole L - LOS ANC'.ELES COUNTY r r t_ 0 I.1 ►� sur "OfTi" 100011 On.. Y' - O LL s.' 1 e I 1 S -f t .CXI R of manhole shall bts 1�cfl- boweled•. FL�C?U CC>NTRQ(_ DISTRICT ... ----_ _ W_ O Z , I i } --.� .1 fJe. •,F.;c 1 , ? a.- KlNr,S t .r., er . r ac s e f . .. . --- _ ---.-.- ___-__- - --- -- K�yu►ld rs ;'r yL, Ii t) - _ } .-1 , �{ } , I 1 I , s c nsl c,►pt t t a a►+a f elFwll be seated in fincsw-for ulnd mall - I t- . _ - _ 1 f i f ;l l.r. f a r, ' C7 �4 U - 1 I patnlcd oe Wipred Inside e+w t I - 1 3.5 conocle :r' _" ,, . 1!, i I r . SECTIO M - M ' Und turbed taiIh' .. , ► , I -1 11 L , I REFlctlt!"ICKS wIf[vt4lvwra LOS , ANGELES COUNTY . JUNCTION STRICTURE l - - - . «. , �..1 _ t r•MR #•Re #>r*EwI11rON , � � r s•. „ I N n 4'►1 -+ + � + «I+H FLOOD CONTROL DiSfiR1CT . _ _., - _ . r� Rwrtd io i' r_ E t f - , � . ,.: iS . .' �. e . R[MIII`ION� �. r, -tic, N,att. . �� ;r A tial NHOL E NO. I *, ` 9e' .. ... F 'F ';• �rac�c 1nl .. . A Ile - 1 4 ilii►. lore 0lSUNr101► V '►t , .' a PLAN, SECTION AND rgo~ V. - - - - - - - r 1 , SECTION z - . . - 10 _ _ '- - ,� S •��-�� �Mr�� ��� � �n� :. !rt a.�"rn►10 "` !w-� ,t. „�..�.PtAVr1 !• ; 11 • � , .4 ' , s - . . 7 C)p ....t~At heel'lom e o v.',�.d hoot+. /2 _ c r= # •� ►� ! j . '�>� r t r ` �'"-� --!' f. D E T A 1 L. MVMA r - r•..,,, n /b_ ter '� � - _., •h �r..r l�.ti�. r.� way. r - ,r R� � , 'Alrsaiwsi 'L li'4Ur,v, ,t•r,w. r c i, - - 1, ` - - _ , ► �� '•1 �c+ T p •r■rwovrlr ar r• v e - IMA f'h 4Jd► 3' . 3 . , t I n ! } r JC 1' B . iyi;4,!' - _ , !Rt ! tY• Oft '� --moi 'Celt . (�•!,` yjC Y1 t�{r Ea4.htilr_ . � /ti'.t4� �0 �rraTlt 1{ - � i f` CNI ! - N wt�R r p . -- - -,...r. ..��6 �- E ipes ar th,,' Int HIS DRAWIA & 3U E4)5f0fJ awil. .E� � Ali h ArrL,�dY,tr DWG, ND. 2 - 0lI2 `JEC T IDN ./�"A �F Tflb S.� iE N r / - .� , wo 2 -0102 c.« O A4 ) %39 fr')4 c. _ _ Y _ ► SUit'f1 5E�E-i #)1iAWl i NE S 1~ cif_ "Ili R MIEii MAY i33! ..tilt.-. �."..._r._.._.r----.�__ .- ----. .�..., _... - - e NOML MSA .ItN sIrRI<r , or i .,••+ + i1•■ INJUNCTION STRUCTU E . , ANH LE 1 9 _ - Curb - . . ,. , .. 1 - -_-.. -- ---__... _ I . +' - r----►-- ----- - • -_._ -- •-- - -i---I . . NOTES . - Ancl►a . Feurne tend - Cover per „ , fatrwet duce Male orld N CR T � S - , t Alternate Manhole - 1 1 ._�___�.� D„wel •^ty Dowel per , i f Creat ,,.r _� 1 1 r - I locations per Dwq. No 2-0151 A I r . Dwg - No. 2 -0156 , - Detail Anchor ,' Opening ser Dwq --- - . - _- - ! - - _t , r ' 1=---- -��t� __.-_ ._ __T.-_.._ � i I 1 CONNECiOR PIPE: . . -w , , 1 - I , I t 1 i h h loco t e of 1 e 4 wn Morn nd o1 f basin unttss w - p 0 S e t 1' _ 0u e � r~ P ' i it I - r-.t_r= _ �1 Na 2.0232 I I')t�NECTOft POP ^ �+� 1 a- _ Dowel er Detail ' + 4 - • r ( T ~�' s tctl,Caf1 rioted otherwise on the choral ion 11, t f t ,.-] 1 Locale pipe of the dOwnsirecsn, end of the bnSin unIVIS -. -- - -- - - . - - . _ - . - - _ _.__. 1__ P Y 9 p f r dnrs t I +i I Pi hall t imm I I n Ih i 4 Ha 11 fr t of s i r I 1 it I n h n l r. ( / pe s be r td to (he tins Ohope and e q .. t E :, , S tt .pec tt .ql y no ee A ,force ie o t e qe era plea a< r , i. b ' l I -+,i } ' 1 r before the loom ns. 1 Ihr con r 1 Ns. r , i?pwff •11• •� it *•. L D surf.ate �.# Pie 3hd11 tet frlmmecl 10 the (lent oho a pnd lien th betore « p t o cels. . 11 I• i--' -- - ._._ 1 ,1 r. N 4:I 1' P p q. I 6 j f 7e' I ` 2 CONCRET - 1 is I3 or► l I 1 tilt ctrnent -os. cOncrtfe j - #- -f -- . , . r- . I ,I, O rya Protection Soo d r ,+ I pert ! Yll -_ - -- rF ` ; , + Design, k - 3,UOO.psi compressive strength of 28 doys- 1 -I �'� Support Boli per t)wq 1 r ' 1 2 S. Ilt�TE _ ,a ' —t- -1-`` - i4 •,I � , _ _ in,,, � Floor of the basin shall sloe from all walls to the ' . t a - f 1sT - nd - "! ''+ - ' est n f' = 3 Otl© s i tom r esstve siren fh ul ;1 do s t r- ( ! _ P I ., t' I 'o 2 L 5 A 2 0232 1- , fl g c P P a y , / , j I _1" •i _ outief and shat' be giwen A sloe'- (roweled surface . IYl _ ,-•• • •. 1 Floor of the basin, shall ala a from oil v,ntls fo tl+e oullel.:�,d _ •- I:- j vl i P I a r. . . I -T I � i ...Sleft .(ter Dwq No I We >•, _ \`� J ( _.I I finish I h I t I n .- cn ! l -1 r ocr, 1 is 1' i r roweled u ss. a 1 a Iwo 1 o stet a � � 1 1 g r I 2-a � and Note 5. ' - I Curvature of the sill and the side walls of the gullet • t 1 � - i r,�„f,,,, i Cu►vohrre of the sdl and sly! wall n1 It,R yirttcr apelnnq shJll be . -- -- - - - _ 6 - ••-� _ - . 1 : l -". --- - - x I p : 1 Dowel-' - -, - - flower opening sholl be _formed by uurved turns. I ill 3 Rata •tom-... d d ext 1 . _. - . :;� . .. f J4- 4,rb,1,-/•.err It0,rr, - 1 _ NOrL, - - �! Shaw dr4rb. yiSri I'! 4#.0 a 0oll•- � - � - � - - . . ' ► 4 7 t . d / - - I,* U£3 i6r A B G E:1,•,l, R . J �• .. - , ,� �!, O✓, , #rev E/�wl,c.•A S .,,>. ah;,,r:, tial, %-'Jt f:/e•, , I -, a 1s. i V, , ! r:r b..♦ r 1,,,,, A. ,r 1; - - - 3 /Coil„ •re' ,,n ••ie'" rr+i+t,r I + 1 reIOL it of v,;& -ie' /petit F,rJ+d T %t!/IoW,. .., - N/iw Nr ? AI#) +-..� .� I , �. I. ,o ,r•.. V1 r,h+s. 2 -LA r4-,q.4LS // /vlem,b entre on balk $,✓&& p,rrx„lY.aih.ve.SLs, Oats. I,.0 IIA, *x. 0i c i re' I ►,dr rx•. drvi 'illi snldlrlr'fvl�ro/, 0 ► • (., l 7 N CY- :r.V Jill t T t 7'?. R A A4 / /,CIL o C ,hot/ /o . „ , , b� card . ar r , . ,.. , . � - Ori' C r� i•i n r row Sly � J. r B r � A ► r '% i, j ill N t nr� �l 'ir /Ilei M w'+i,CA aarAL4nxCf'4£' 3'7 ,rp,Pwnli,'r,cwd prtwnd *Ao// OS'I, rt /r odor:Irl„'! r 1i^ _ ,. a ,R -Lt N o ., NG ,e..•, re' bre / .re' , '. , /�ts.•fr luayxd a/ Iv r ileo . ,., ..ricer I -1 '• -• „. .re'/ �• a _ .. • ► , r J t..y 's P" lt1 rTrirllQOrt !• Id J. bt/� D?y Z .� I � honer " - i �"„ { _ _ _ _ L , - /,.ir'ot/o,I o/ .AAA-- mule' 4e &Aw w� the. Pal,w/ £,; :r sir - _l _ _ _ _ _-___ big 9 r , T / 1 - .II L. hMD O' , r S -D M W t lh f ntlQrlhaiV f i/ ., / 1 r Ji+nl1 fJ n .. # a ,+s V Ar >A,.rr/ice` . P P r� /QN J•liwlJ or.i'-6 ls-,r ,ri,w/zcpnrt wcl re' aawlihrr�,Jhall Tru pee ,Octal/ A4 ,� e'I) is AC jF # SECT -ION +i=i,, �°'°'""� At c. i NKr n.J! J,. wn `r •� 1' :f'�L p,oe ei.•r ( �. � ) Co,xsl,Y'e,t,on d s/4u/( et per,prJo,rMhtrE.. a*Alh nil nwi+ha/e u oµ�. ono/ . p"� I . AV -do rile I - _ e r Qnon.Cr ;y, t1/1,en riarrxel rQ rs +4iI'ir,iacr [+ante,• d s !!;>zl iJ/be' I,zvlyd.,, air'Vail J •N ,7nr • M / A r/i. .r. J' / r err d ( . Y 1 1 fT IYC NGS fL /wI/b er . i - £ O £ 2 O 171 iv ► orae• 'f ! bays c •� r i .. I.0' .7 r f �/ n r • I _.r 1.•a , , r h r � r torp k� ►,, i r J IX l - �+ ncv,c t re' ,•I 41f Tarr All ire .l o N ri c e# ri5r ''Vial''". ,6q�rrr ►J • , t H 6L- , M biro 47 Y / r /oto,• lam#/ If air i td I n �j 'i. - i e _ - ' r.o 3 - f , . 1 V K- r wv 147- / / o iC: �- � � UiNfNFP i lbr•U •9115 ore ori 96' �MBt .� 3 d 0 1br d �Q d.... r•e.rr bt 3 3 re P t J _� .. • ; ; vN } 1 r . •. t lir u. I , 1 j t * Q-.iT£Plf silo'/Dir "np,A.,d, oR,rnlrrtb'J1M1Wid alar/,4narnor' ilio rAdn ,3„xher ,r, Ih. - • - .• i f n... wail• dtfatt, &4&44 V. t, kjs cke&-rw, o a%o-o (Ata t/xDr,/Or Iw . /o /S ..n CI T'Sr v I - J 4 P�or�,"� I 1 j 1' D '4„r,rat.rtep J,401/ Ale nol,rw w thvrr 2,fowl ✓bore Ihr ,re'► ort °�' (�. L w e'I fit, s.1 I 0 D-/41'A4C-S, RrDt,C.E R ANUP,11V'' sv- areaw ,tri/f .rho/l be #ei,tki „r /.2 n,>r l,to,x ,-. at& we'' I.. rat '1 ar• rn J. J/ t a ! w t • , • - � -Y d fir., .� Ay,cio f,waf I •..'s. + t . - __ . t / • ' 't,r 16 `o c both wo f Ib bt •. . , .y ->L _ .; ...tom . �; - yy /I fZDU4 dsrxpnhak .rtio/I Dlc,rletr/tnvwe/wd'pr 4ov'„r�<„�yrrrs. T • ' :•. jt,- used ,then B rs 4c7"or mart t�, , , . - r - r vl ,rr.,,■h.4 rrnclu rt ,r ,• .r /bf ,wi til r.►�l ,uow o V/,0n) eot,,r J L Yom, I • - 12 ,t3OD ,► , lid /o...• . re ,� •i ,Ih f J MD.e e.�.: X.0, . that d cor,�'s,,rHar Jlflhl r /rllrrw'th uta ,lrAlrlirAol,l►• wa . ,! S.EC.TION N•M-P-O u3ed wry► (h esE��►•cr+cr . ilii:)=-- 'I <- Ale's-,r,;lied, _ /:!-�'LE1ArION ,* ,/•ej a/ ureide 'well Oj It*AACIS.r4. � "VJ,et /K/M � 3 - f4 J airs. e' t'Amilr. e•'ec eo *tioa .► $ l4 -F”:.30' Psi ai days. . re' ♦ aNs,,AO,re/ r.rr 4'ot /r twslii e rL f+IL M rnnrf or 4 E3 fat-F;W-) T-- . ^� f$ev r.,, -5 a 6. tit *4 Pressure Manhole No. 4 _ I, J �� ./ ,�.�,►.,.. is sQehified on plans soi Slid vw F- T a T v. •€. f. Dur J ./ { ♦/ �'�� AL,,rllrr +t•!' i y re' 4 ''_' Ip2 I . i�; A�1 N .t Dwp:-2-D2l0 -nolo 3. ;t / "t - til' r00 j� - ,! , _ 1-F , - A F �'� y �” tit " . i • f !tope' ,� r �sl _ • "Or s r ,Dlair 4rr4 r✓ r t � � I l �,D .,`� w J 1 r�':� r 1 to . , ♦ A "-1 o - - � tf I 11 KS ur' I ,• tr t •�. ,j ,! ,, t Jnr JpPe+n,r ♦ /' At itr sf , � , 1 'i" C x j4 %M h l�l,r. — 01.Y 1r� I A T_A_L_E . F SIE__ _ 8 Q F3 R t i -1 � � % ,Seldt APr shaft - - _ _ ' 6U' 1%• A__ ill- t f4 a , ) \ i When le' AS nal /Irrc / DI it 13 A i 8 [lora D tot < Dori, ) - a►..,8Rr �' f ,-.., P b IZ'-•39• 0S0.31. 0If!K s.6' to�• ". . ir..I...rs •'l ( h 12' 81" •6 e'9 �' '•S � 6" `j� �0 t <- i - - 4W - %�' / r • . f / O,flue, 6' j if„PO wire 90'__44• _ 713" - 6 _ i ip' 11 it 3j' d1 �. :y j d 12111' �, •is- Ir - }. / �`♦ p e� .. - % ! 7e'` t * ,� ID? r b!' �i. . i- ! 1 r'. t - . I .1 n,,..': __.- I I /0 !b a-. Io - . i - /. i 1 1 i l •i11r .Ijr , rQ P,I >, if fb�t saI , E • 4 I P . i +w,.,y. - _T I I ,I , 1 f r 1, . I . �� • •r .-, i{I s ' -- I � ,' �[htleirI �r��ttstlor�tl: LOS ANGELE15 COUNTY - I - 1 \. ! iZ �-�.� l: i �. -�^� -. _ -- -•� � .till b' r s -4 >.,r�,A, - . 11i - 6- fa Ai, 11 oArr . 4l.C,11IIrAw BOO IONTR L DIST ICI j-. / ww II.1,T,,, f I , 2 p18 FL D C O R I �: ' , i _ , _�;..J_:. r -4&_,..:- I 1 2-- D 107 4 4G ��fr►nt-,t:0 MIX 'l �` I,d„S=,00I rt t-.� s t' 2-p17� d ttt , MANHOLE NO.4 sx,�s i f# AI•r 4 2.� REV SED / w A _ n � Aw re' � l' _. _ i - �- •n.... f Jt• I r rl 0 2 0 2 ,_r lJ V1v- PLA SECTION AN . - e'1 � � 5-.5� w ��... - I D �. a �� i O-c�f�� �,� j - L N(3I UDINALw - f s 1.4 i.. c tfoTE .I IStati,;4'J I SECTION � z' D4 2 e� o � , �� �t�vt�'En [?E AI.L I - tp�2 CHANGE OWN. .f« 11• '*/ -Rf VItsI':t45 _ s 10-54.:1-i.k 110"TES •trrwur•y sr :r uslrK P� I#Tr. /1 l .T, ; • < r•ri`r ( �-J4 k y ,1 . �IGr Cr,Ir� L ti _.f' Rjtft4R . _ t t re' I �� A } ' .......... CY I - .__. _ PL- AN ,7) i I 'J AP.If,' #01 i CIU Al ?-4b +s+r. G i• tel. - . re' w, _- -- r .1' •. , o j }�-�A ` I 1e' kr, (f Ulan II 9 •its % ” I •'•• � ♦.•••/ V• r. ,. y fu/ ir.d tier« . MANHOLE +4 1� For ouiiet see :Standard •`:o• r Catch Eta in ton . /Plain or reinforced / S p s '1 r Verres to surd - I concrete pipe Dr C-M.P Main Line 0 I ` '%l conditions . , . I . 0. .. p • - I . a'.'' :o` i . ' i 1 •, p•: ` Catch basin Floor - �� . V- - j_ r min 'See Note 4 -O _ - i- f �+'I� - yPlain or reinforced - o I e'1 r ? _ /- See Note 7 See Note -' ,; `- 6,,• cone. pipe or C.M.P p _ " & 420-c- 2000 P.L,AiV Bedding At J 1 r� �_`'- :�. ' � �, inlet pipe"` �• `!3 -min. - J Conc. encos.ment .Gonnectar pipe Q: r . Boc1Nt111�4r0-C-2400 .'p`; E13v S See Nole 4 �'t-. concrete or 1 '. °n•.'.A see note 3 4"Min.- i t'" r r, Class"C" mortar compact Solt to " e, r� b c9 i --J--' i J O relative density , - � - -'[ - -• _ I t loaned b curved tonne• wid otl PApnse a cU, o. cornus, a _ reyuilQd by r� t 'A :�'• d(' �� �,�. I- - - Surface Of All Ex osed concrete shall conform In rade, 4 > i CASE ! x raS1a•O 1 p i --Reuil. er Dw }_ __. _._. `+ I. iven r w ed re' Imisl, P g specia'caIions- P pr bedding_- n 2 , o 2��_ �� I - -:.1__ -_. _ .. _ - f 9.. •. . .._.. _t_ _�._ ,.. _ _ ._. - 1 ca,crlle to metal r'a'nt edges ,h;.11l be g Od s q -2 'Anchor _ / • - .I t t► m 1 1 .fie It ter Sia t color and Nnish fo the exlsl n ar � ••, • . . t ►� I # Na 2-032 Scpe o out ti o 1 i Anchor ( I p , 4, f ,o • p t Noe All connector pi es {,within the an les specified lot Case 2) cy1 - :.i 5urlttce of all txpAsed micrete shaft conform in grade, sir,pe, co.Aw II 11 g\ Y11 , ♦ P 9 fi�� I t tyle diteetians ,. IL - ro osed curb, and work ad'oeenl fo Inc bosh ' 1 """"""' '`- I , u tk ns. In "" ` -� �- P P , ) Undisturbed eorlh '-'�//•�� ///�ti� shall be encased when laid within the. main line excovoled -I--_ - _-- _ _ ` _.._ _ I _:_ :Anchor - I and finish to the existing, or propped, suit, t,r 1 w0 udloce . - _ - _ ._ _ J N - -� T ; --�� A II - -�1- '�" 3 RE.iNFflRCEMENT: I Std Owq. No -2-D171 1 trench or when told on f�11 which hos not hien densititd. I' 1 t .. -1 ---� t Mte bA3Xy- i . I - t Et ,Cur a t - 4 r r urs don Ih t -_ _ _ Radius: _ Top S.ob No. 3 or No b� s spaced os eQ e e • I . l i j _- cn' i f.�r+T-;r; I- __ _ 3 _ - _ / _1 SECTION B -B SECTIOhI i F- I 3 REINFOFtCEMEi�T.- {Stondtsrd Dwq tlo 1 UtTI) 1 .r I w` • . W -- --- . - - - --- _ _ _ _ 5lrucluro► Ptan. NOTES: CASE I ANI) CASE 2 -, 1_ --- .- -- - ------ - fi - C _ ' v , , j r s re aired On tilt ro Sip!, ik,rtlurUl f'IA►+ - - �- -- -' r - -` } 1 1 LASE 1 t ! - r TaP slob - No. 3 bo s o. 4 P - I I 1 + I i__.-. _ %. 1..- - - _ - _ - . 3e', . . 4i Rodius I Anchor er _r : walls and Floor- As required by Sid. Dwq No. 2-D 172. `` J , ASE . 3 - SADOLF CONNECTION IS: I 4--- �'-f-+ .. r. '2. F.IGw p i -;. __0 I 4 Rudius _ P }, t c t i Walls and F bar - As requutd by . tut,dard [1wq No 2 t11. _ .- _ �S P. I An le A shall be between 45 - j' - ,t,bgrarit Aptlanoi , 2 Dwq. No. 2 0.232 I % 4 DIMFKWNS Moin lint. g degrees and 90 degrees And NOTES;. CASE 3_' . I • i i 1 - - . eini er `- 3 Radius - I ,4 l +! DIMENSIONS: P Curb face bi catch basin o penin (Exist. C F t H ) shall i) shall be 24 inches or Less a or smaller vlslues of A and I Connections to i es .21 Inch s ` r t . r t I- -- " ! r P q r D P e A ess in drometer w,,houi Reins. A C r I- EAI t r' F Hl'shall I -e w- tet toad h A . - - - - -- -'� 2 S Cu,b Face us. the .ofrh Lastn open' Iq{ S t r Dwq'No 2 0232 - , -0415 or tot er volues f 0 u r ri i t L.0 1 Veit A- A Alierrlute col,llec#lolls r s - 9 0 s P t ndard strLcfure. Junction' structures or preCasl Y bronr.hes shat' be Triode - fi r. t)w. tIo 2 ZZ4 Silt f1w Elos 2-1.88, 2 O4f5, or os wiuvtt, on urs yrr.�rt,l plain - , be as eyu,red by Std Dwgs tVo 2 D 88 , 2 e app o ate, s o •' - - - - ! ' I Pe g D 4 as shown on the generot plan 1 ilh dd! t I 3"Rodius r tion Catch basin for W t 10 feel or more shall hove u V 1 b 3 2 unless Otherwise sho- s - I _ _ depth of 'the u sfreom end a ual to the. curb face of l I --- t - cinches it v: �'c� �� less 0 LAB —STRUCTURAL PLAN P q �� �. - T P S . A, etre \ ,,- i t +� - - p -- � _ _ - tilt catch basin jus 12 inches,but In no core shot) _ �r. . I � I N t 8 klches N V - f i„ la 8` U the slope of the floor exceed 3 t fi --.. H s -I m - - , J` r O til If V !3 D C • l j i i . -� 1�1 1 1 � W= 14 0 i and b= 3 2", unless otherrwse ,shown. . , 1 come and r " 1 ,, n S d F Cave 1 , 1 - t r 1 - _ n 1h t u l G Il_ t _ I n ! I , t I w Sr _ ho t _ F n ih 1 � n o f w5 5 t 9 r w 1 V� 4'-0 u its t V 0 un s Ihr w. se s 5 i s o 0 .� 9 t 'T , - 1 . - a,` � ' I i es. 1•' per Dwg No 2 - X156 _ I I 1 bar •1 r. 'tl t, r I S s, 21j 5 SIFPS (Std Dwq No 2 (�yi,l 7 Rodius• _ , Face Plate and 4ponin I : 6" it V =.4'- 0" or less - Y r, I i I _ ._ 1 Anchor,, -tJ I . o .. r w No 2-0232 . 3"Hod r•p ., o` t l,7 f 1 I♦ I� v Ire 0 y " t + - ne sl 12 insh�s ubtnr t., (lav' u 1 - r I , I - 8" rf V = 4 - i ' 10 s.3'- 0 10 )11 ' 1 to O (IriGf 1 plQce u ep I ` 3 or 4 bars 4 re 'd ' - I - -- t - 10 it V - 8' I or more 1 Y... t i - _. i' br,5M1. t --- r - - - - I um the Ilur•r I - t r-.. -'A Radius Y v•,er 3'-0 place steps a1 s.2 -Inch ulttir>nl r-� . r� IS 1 , i s •s.1, _ I .d Street or 5 STEPS {Std Dwq NO 2-fl96 ) a , N I , 1 I I i 1 F „ r h 1 V Ih 1 + I t r e . r rm u. , �1 � t `-0" rn n 1 ches abo a '. re' m e' I l t t, w _ V o 3 ( t 10 e O c sit 2 • i •i 1, 1 P . l t r E �- ' TAIL. OF' I�01NEL �t u,e bu.,in wllh the ,gyp 5 t I j ,,, 1 ,, t_ D surface t , P e 1 . _ . DE I LL. � .- —� _ _. _r..- — �----•-- I Owes I, 0 I 1 •. . 4Z I r H•p wf the munl,ole. ! D i t ,=!t ! c)l I,I - I floor Of the. basin Reinf t AS' 1 , Ancho per 0 _ q . , ilei I - p,' .9 IJ - I a:. - I" - I I r 1 `-t } i r .- 0" t t v h - l ,wee I ,O° '3 ,---�----- V ave 3 lace 5 cps of 12 Int_h into els from 1 e I , 1 P Dowel o 2 U_ 32 � ! �_. N � /° i• l i I Dowel- j' , r r n I floor of the basin with the lop step of 12 inches{mnirnuml ,its. R1H lucnt,o a - - - P otecllon flu o d g Gurb • uy1 i- T u per I below the top surface of the to slob per Dwq No 2.61'_57 - w }�- ---I P 9 a • i 4" Ste per Ow too S pporl j3olt I p -1 Dw No 2. 0175 - u ; ', 2 096 and Note 5 anti l - D 232 ° LOS ANGELES COUNTY t. ►. - DETAIL OF DOWEL . �I - - C-., GEI _ - S COUNT `-i i FLOC3D GiDNTROL DISTRICT (�I _��_A� S TRUCTIIIAi� ELAN AN c dl -- - . • •---• - -- -,_ _ _ _- - - --- ' FLOOD CONTROL DISTRiC I - - 01 I b - - &I • t - . - _ - . - _-,__-___.__-.___ -_ .-,_- _ - Alletnule connections - • er w No 2 0224 CATCH BASIN NO. i -� - P D q CATCH BASIN NO, 2 " f 3" Rodius -, ` __ I PLAN SECTJON - Supersedes drawing of the some number N( L Slope fo outlet I l t u drse�des drowin .of the sone �'�-A SECT Q from fall directions I AND. DETAILS • p 9 doled AuQ. 50 + - If rr.r>riibvr doled AUgusl 195.0. St: DETAILS .... 01 - RE_V1SlONS , _A $ H •,LLS wrE urscrei►rloN �' ,� - - - - 1 REVISIUNS _ _- • WI - � _ ��---� - - � ■aCorr�..uro r. � L..r"o... "rwrrr«uro ri . - --------- — - - T SY1' •..,.. WatRrrIKI" . __ - - -- - - ....,:.; z ,, 'rl teen,." If N%,s iof ' A - _ I d I I a u'I _ 1.� t ' -r,Ar► � y - - - - --- - _ _.,- . �. - ..iui+rr.:.of l._- ..r«.+... •acw.r...rn r.-^ .r .., J P.A• V --el I� ..a * a _ ''�r `-`- /`- - � Ilio r►u. - .1 =r':. i , s.4. - -- y W •-.-%_*.",1-ac.. ....+..0 �. I .A 1 - Ar'rMOYt0 .7 �� r�-� -� . - %�0 f}sT tt i.W.f.4t lo.•"r . «..F. - .r+f ci.gl sl w,. ,w"I0 2 ` / _.---�A'_ - Subg,rode optional '+ _ _ / �l�J, L --- wu - io re' _-__!`'�dC� �" �'--L'�r,i Ha,NEr,r r.% �/ GJP -- - Are' . , {-' ,. G i✓ ,�: -, `,__ !i. &-.::, lit.. SECTION A -A SCAtE DATE DWG. NO. -- J l� clucr . -WO i 7� --- _ _. w t� 2 D Ifi3 . ,;.....- .. ic,! t DATE - �l - f NUNE . DWG_ N17, 2 - D C2 4J IS '6d SHEET I OF I Y; 1, Nt7ftE !, 15 . $II! E T I OI 1. CATCHBASIN #3 1 2 13 14 15 TCHBA IN 1 1 ' - I - - - Cuss "C" mortar w sa es , ; . 2 In no ease shalt the outside diameter of the inlet pipe ex- 2. Trim or cut soddle to tit snu 1 ver the O g Y o. outside of the ti., � I ® , coed ane' half the InSlde diomeler of the main storm .drain. main pipe, and 3o its axis' will'be on the line and grade 1, f ` (i I - of the con.reecfinq pipe. x, L 3 Center line of inlet shod be on rodius of main storm dioin 3 Theo cerin Into the t 4, P 4 Pipe •Shoji be cut and Ir�irnmed to r i0.D.:I ' ..�I tet* except where Elevation S is shown on project drawings- fit :the soddle so that -no poit�.ii,tl proiecl withlri the Dore _`• v ` t -Minim . - Il I -) B of the saddle. pipe. , i p% :o. \ 1 'I 4 The openin info Ih main storm dioin 4. _ 9 t shall be the Aulside The connecting pipe shall be supported as shown in Coses 0 D- v I •� 1 diameter of the iniet pipe plus one inch minimum or 3 inch I and' 2 I- s. • e ,.�r Backfill `f i mn,limum Ix y �� u. .p_ ;o, L__ 1l . Pipe bedding t p 5 All corru,goled rnelAf pipe and fittings shuil be golvanired. Super.aedes drdwin9 of saint3'.number dpled DhCEMBER• .1953 LOS ANGELES iCOUNTY" �' I _ fit i 6. If Angle A is 45 degrees or less, use Case 1. If'Angle B _ FLOOD CONTROL DISTRICT; is greater than 45 degrees, use Case 2 _ ", =4 SECTION C -C SECT`iON-A-A JUNCTION STRUCTURE 7 Burn or chip end of connector pipe 'lush with inner surface 3 CASE I . of mainline pipe .Round edge of concrete pipe or reinforced . p„rr ,7 .REVISIONS - c:oncrele pipe. - - - - N- �. , A SH. MARK GATE -- DESCRIPTION ' Q 8: Station specified on drawings applies at lite inir:secfion of inside _ 3'- rrttrt• ..- C 8 - 66 added - - - - _ - wCll of main 51orm drain and Ce Mer Ilne Ot Inie1 pipe. "LO""`"OLD" ►•" OYL,.,;T ` cNorol7 - K 0. Q 4 1 72 Revl:e4 CoacrHe t)esigr,phon _ t. r -- / Di'lies! ,7 - - {f1Y1.lON INErl>9.,.- ' , - _ - _'-.-____-_-, Lr[ 4-C"'tr DIP.TY r..,:,wrr« - V A.R - � ARrRQVEO rV I - ___•_•___ -_- CMI, CNGINIEw - C.w ti _scitLe� o�Te DWG. O. NONE Mtlfi.,1966 2- D 193 , SME ET I OF - - - i- - - -� 1 wro// - . `IOto. gw/r! •�' - -- >w>y ire 1/nsZO l ' 1 ; �� . *01/ -� _ I �q 01I - soar- . ` OS -ANGELES COUNTY . I I Suss . .---. _t-- FLOOD CONTROL DISTRICT . . I .. Edge of i Y, ,1s.- . . i r¢ >r k vrrflef I MONFICATIONS FOR +I1: a fi4"'. 1 - . i - - It anile t o: . ' AX SiDE OPENING y ,so f., Dor i SECTION i 1 I _� 4I_---- - i . >rNd/ CATCH BASINS - I -- - _ - . - 1 $0464 dao oho// " � o . LA .90/y , hof-r`olIod -ii,AC1/ ■,i°wrf«!r« ry — . . �(/� (\, �j( I� per A_S %M.desi_4r,o,+ion _ 1 . - �JVE .,jj_�W I.TH_t0"'.r./ .l.+r L.l AR►ROV[G eY f.. } - ! 1V . SAFETY BAR_ OR DROP --- �"� a V_ ". „_ OUTLET CATCH BASIN """ °"n D . NO. 2-Dae1 . None A'r,21,7,e OHIL -r ! or: t ,Jr 2 . . U CTION STRUCTURE #4 . . .