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HomeMy WebLinkAbout2707-7e17 D L T /2 [O' 4- /8" /O' 5- 0 -I /0' 6 36 LS B 48" 57" /5 / 5' /O /O" 60" / 0 4 / 66 L75' // L j x-04812" f 470-C-?C.Gi9 Lorre/e I IZOO, O INew a ExistPipe - I---- '4 w4BCl'- ? - -3-'4 caAa eras NO TES l A Concrete .alta a regwed where the change an grade exceeds 0/0 1tper tool W A` C B wit ra I •') IFRLwrwAa sr FEL d Yt REARAEAD *421 FtOOY sr Each w0 to 4 6 306"03 0 3 /6• w7 4 B B 04#Ar 4tim,21 4 /2 - 7 B / ? / 0 4 / 1 9 I /O % lil � A AL 6bd[asee notel' Rid Llne f IOran 4/?F / 83 / /4' •J %I 83 // 3 / 6' to 4 B l?' — J J // •4 0/ /4 B /O /0 0I B' 4 (• e • 4 to /4 / / /O I 41 t7 0 4-0 low X, Vrl)•/CF•Hr4 7 Y• JA/JFrr below the lop surface 01 the lop lab Z, o or.,•yrw •' b w ._ __. .. ._..._. .'See Special Note ._ ..._. .. i Z; Tq sd ,Iw/,1N r 1 _ Ade /--- : .. 1 TOP SLAB REINFORCEMERL Far d•1.6" N/aywed stool,,.. Catch B•w Slendrd ao.ry( _ -- Yarioble------ •i•------- noble - - „ .. "T --j'-'---- I-"�""""Vo --f" -'-'- I L •1 Sk* Opening I I Sr°t opening 1 1 Side Opening r X "+ 'I I _ • J • .- For MwrwowlY greater Roan 4I1., ra era sp•rlol design./ In$ lop ' F._ I I t 1 ' �'Q'r I BOsln Li01f/n , I Baffin D , t I I to O L ab►.Mlwcdwanl eMrn "the required structurespowCf I Cl, I rap O%CUfb . ' •s PI p • — 2 MALL AND FLOOR REINFORCEMENT • 1 flowTx,�,�,6re • .. y _- - ------ - may, `•--"""-""--"fA/l Curb /Orel fgco '""""""-'-'--`"--"""-"--"----'- '•0,/`?+m/B �' Fbrn1 1 I / _ _ - 31e — Sia — The wbcamJ rwalwawy steel applies b Catch Ma. 51an4e.d 251 mOrewnp Ma 2-0101,105 K0,162 K1,1N,170,D3,NLoM z,rd4n ' 1_iZl 6 7 All catch boon• canelrwstd an $1,N14 d..p•ebd as Slat$ B • 4 ! _/ B• i %J� /O• I %J � A AL 6bd[asee notel' Rid Llne f Peh.gk.e,s shall *chid• me ,*.nfwang elders Mown an Ing '$1,91 ft!/n ____ TT ;T saying -Straight ht6rodeasernole•f• CONCRETE REINFORCING • STEEL INSTITUTE 2 Where Apes of d/leren/ dAa'T1ele/s .stoned w/JA o CMC21e Cel<A bound <anstr uctd0 eA sbNN rot deugn01od n $bb A $ E A L> V. - - Sea ooh D' . WALL AND FLOOR STEEL SECTION I Highway. ander Oka Idlowln9 conditions ro4vwo well sad _.Tee ncle'b • D " c•O/AD/, L and T s:Aa1 be /hose of the /ager ppe 0= 0, a 02, Special All Where no curb exists, c_rbs shall be _ _ 1. 11( .- collar, a C/lir stow blast rdalwulnd.t. ut' g ) STANDARD All REINFORCING BARS CATCH BAS/N R£INFORCEA/ENT-"w"to WthlcU 1rQ constructed between ends or L wol Lbp-rsslon Curb 'k' (Round Off N,Ywbe r is prole/ basil Ope•1•e (w,C w S Bann Depth 1 V) secri,n shall cannrrin b that o1'(bnlrvllr o enc r _ UI++ "" BAR SIZES WEIGHT NOMINAL DIMENSIONS-ROVND SECTIONS 3. fa ppe ager /hon 66 •o spe'('b/ Cp/a opts It regvlPd To 7 bol Itnd 1 10 halt «roes _ _ - - - - - ; I _. _- _ - -�+ fx,s.' G✓Nrr ! me / t - 7 b lel la •1lrol l T Nat « saws 'See Special Note - 'Ertl - - - ' OLD NEW POUNDS Du. ETEA CROSS SECTCHAL PERI.CTER 4 For ppe site not /sled use next sae beer 1410 21 Ids (1.c1) C bet « .«. !r Curd Pomf A , �'r. 2 I _ _",7 � fT -�3p000 lq aN1 ,M/, sea rA• /-T ' I L L-, ' I //1 B I 4 -� eCU ,abr# "•(Kn ••,Iu•[nU PER ,DOT INGHCS ♦RC.-Sr3 NCMC5 WCN[S 211 n AN H----N7rioble----- VO • S. QTrI ret✓oacng M Apes 24 and less n Diameter aid M o// Apes where angle A /s less than /0' 6. Where /ert/acing is required the diameter of the crcub lies sho// be D i (2 x troll ilrckness 1 + B. 7 When Q1 is equal to a less /Ran 02, /on inverts and when a is greater than Dr, loin sollds B. Pipe moy be corrugated metol ppe, concrete p/pe, a ren/acear concrete pipe, or asbestos cement ppe. 1\ 9 Not to be used for o sae change on the moinLne. V(/I / stn t FRil WALL ST Bon A A 9 &FAR WALL STEEL M C Bon 0 Din EAD WALL ST B Wt UF ALTERNATE • J • .- • 4 1 4 18 O • 3 L 4 • — 4 • 4 5 5 6 B e a/?O B • 3 /2' 31e — Sia — 4/24 III 43//I' •3 /4' 6 7 7 B 9 B • 4 ! _/ B• i %J� /O• I %J 3/8 — Jr6 — 3/ — IOran 4/?F / 83 / /4' •J %I 83 // 9 to /O • 4 / i7� l?' — J J // /O // /O • 5 / / ! 03 ,l r• aw 00L /2 /01, / — 4 9 I Prolacllon Bar and floor of Ins basin rale the lop step at 12 inches I.MA" X, Vrl)•/CF•Hr4 7 Y• JA/JFrr suer L Ila 20 .167 .250 .05 .786 -+ SGENERAL, __.i_.L.____.� ._X_•,.� r----_-_�-(-shear- _,�_ m -• I L. SidtO nl I SECTION D -D 1 _ stool r•,.Iwcom"I shall be per Standard pew+g No.2-DITI I 1 �•, 1 a ng D I 1 , , ELEVATION 1 s _ r•O �•E SI•d b concrete ew(an,aM d•aronc•,ehall 60 I Mch's ____C -F i TOJ1 o�'CurD-_'j Basin F> L ----I , CF NOTE m 1 �_5 ® 03 .376 .375 .II 1.178 i A t -Q-- ---- •! l Volley lips Inner l,tho.n by dashed like In S$st,on, newr$d • ' F •O LOCO(Lkprruio'fSM/!A•COs[b1nes5 otherwisespecilledonge.•Ielt2/plon. - ri I �1Q I /IZ' .hes connector Pp, 1s signed to and .all of • .etch bay. fbw -$/c 6r - ( i '-CpWI('urb T7J('CS�' `(p/1)8� • D. f/er0/rMS 00/ outer COfntrt sAa/wn dl generolpbn If no a/eH7haru'are sper/'T•d, I© ® .668 .500 .20 1.571 6 fain A 4 lila outer ed orLarol De ss,on // mn/brm to flntshed sfroe/ surlbce I t1 I ( 'Js� - - I Fw the 4ss.9n of catch beans .Un • V -depth esc•dmg — _• 1( �. 1d. 1plCT 10 •Wr/able ,q� Jas I 1-r( M_. _a 1tt--_ - 12 leases a. n4wN.d u,wclwrol plane U 1\E .5- fpr sLt Lirt. ,/>Dm1M G Stokes shall be set to grade obrg/M rolley and olM9 the ridge/ine(outer 1 1 - - arae I r •Srlaihf6 Rufgr ; edge oroctln/ depressed area). Stakes of points M'ondVshollbesrl O5 1.043 .625 .31 1.963 ,1 i 1 i m w h lew•!•er be wRad R him at No 3 her. i A -S/ro Al Grade or tern, _-j on a straight grade between tops orend headers (iron o wrlicvl curve 4 23^6 __ILL I_ _ �! J_J SECTION 2 /l4' WALL AND FLOOR STEEL BATCH BASIN RE/NFORCf•Vcils,r GREATER THAN /4' VALIEVAI • L> ser nolo I'1. There slakes shall not x,rmnved until lust DcRvr ilx note'b' rinol rinlshirlg. See noir _b' • D • ALTERNATE © UF ALTERNATE • J • .- • 4 1 4 18 O • 3 L • 4 /O • • •! a • I / • J 4 • 1 • J Y • I M J N • 4 r4 J I • 4 / J 040 N ! l0 • 1 /I ! 14 r 4 r ,l r• aw 00L bird Y.'I Added Major Awe FOR SIDE OPENING included nthe nomdnW diameter Df metier I Prolacllon Bar and A - / I ter eco tunes non C/Kro on. 1 (L_ SUPERSEDES drawing of Rosa.. Aan,w Doled duly 193 ' / , I 1 Opening , t s - 9 a Cf -•Top---- __'t Bpasin r� _______. _<<F-__ I/ O 37 .•lira /---"'--- _LJ LOS ANGELES COUNTY / - wrvlsloN/ LOS ANGELES COUNTY I ID 4.303 1.270 1.27 3.99 / 14' Rhos ran[ REVISIONS LOS ANGELES COUNTY _... ...<....... FLOOD CONTROL DISTRICT FLDOR REINFORCEMENT SECTION 2 CONCRETE COLLAR ilr.q-rr.r 4 ooa.c .b.. ! 1 '•" >D • L> ser nolo I'1. There slakes shall not x,rmnved until lust DcRvr ilx note'b' rinol rinlshirlg. See noir _b' • D • ® © 1.502 .750 4 . 4 18 O 2 044 873 V .60 rh-749 G - _S!r A CASE B If G • 4 feel unless otherwise specilkd •X 3 Rel unkTs albs wise speei/rd L,6 'Vor/obk or , Ancn«- -N 7-7 A 1 • 6' 11 V• 4'-0' w lost. p ql per 0.9 No 2-0212 ----- ---- better. --i? :/ �„� t! R S•av /,^sial/ two a'x-W.Ofllen socket set screws, 90'/0 H - 4 /nches unless o/herw•;,e shnlvn on the genera/ p/3n. ------=Set Somimylb/e-------T a Potntl A end B shell he se/ d/ Ntnches below e//sling IO ® Z,670 1.000 ,79 3.142 r of nches The new Dar• rhrf[aer� are based m the rhnnDe^ '! gutter grade •-6'----- r•-----6'---;---, r---' '� Side 11 , ' f. Special details gatrrning the tonslrudiM or Lard) Depression 1 12 �i @) 3.400 1.128 1.00 G 3.5 .4 A - / I ter eco tunes non C/Kro on. 1 (L_ SUPERSEDES drawing of Rosa.. Aan,w Doled duly 193 ' / , I 1 Opening , t s - 9 a Cf -•Top---- __'t Bpasin r� _______. _<<F-__ I/ O 37 .•lira /---"'--- _LJ LOS ANGELES COUNTY / - wrvlsloN/ LOS ANGELES COUNTY I ID 4.303 1.270 1.27 3.99 / 14' Rhos ran[ REVISIONS LOS ANGELES COUNTY _... ...<....... FLOOD CONTROL DISTRICT FLDOR REINFORCEMENT SECTION 2 CONCRETE COLLAR ilr.q-rr.r 4 ooa.c .b.. ! 1 '•" >D / SEIEB END WALL STEEL n BARS 6 4 16 1 •3 ell 6- 4 18 B•4 6 5 6 w• 14'-0% oral b•1'-'L-.wWss olnw w.R mo.w• s, �/}� .e I -Dee , DOD CONTROL DIS oICT �S\Rfriad 1-15.71 2 0171 OR PES 12 INCHES ' }I G.Ar 7!e ✓ eA,e 1 1 THROUGH 66 INCHES -1_..___ .•..e..•.. .wawA. escoww[Noron DY.M '...•.••., rY... i I�lllj ie2��s.. ra •J-••»•. CwH. ecu[ o..i O_TD •^.• ac..[ eon DWG. NO-2-DI72 rel Asn cony or.vn [w u ; NO 3 GRATING BASIN REINFORCEMENT NONE S-Is-'ce os •nen I s colon, • n o0o cowrwm marc, - '- 6 �: _ _ !/ l_ NONE DEC 1962 Coeur I 1 W _______________ 1 --�----- ate III -1 --- --1-- NOTES i - i ------- Alternate Mor(no4 I •-III' Iocallanspe, U.9 No 2-D 137-_ A I (CONNECTOR PIPE: Locals pipe at the dowrNbeo'n end of the basin unless r` T I I I I- _ •�-- Dowel per Detail specifically a lirl omen Hits• h Ifi QmA.(OI ho plea. I I I 1 I I T I 1 Pip, shall De Irlmnd to IM final snap• and IenglD 6 D01wa the placement of IM concrete. Y1 2 CONCRETE: -a- Design, � • 1,000psl comp,.sl.a strength at 28 dols. D. Floor of the boll. shall slope from all wells to the 00101 end shall be gi..n a slesl- Voweled s.,fac• �I-'-�t-'-fI-'-'j� -1-' Cunolur• of the sill and the side wotq at she guile, Dowel-- �I , y' _2 _ _ off Surface [boll be nosed DF curved 4 ensu Ancho, --- .. ���'LLLI���.... Surface of all .pass cmcnb Stas conlwn N prod•, Sg` - '` f I I I I - ('pr slope, color, and llnlsll to IM eclsling, or T , OORCiad,curD and wall adjacent to IM Dalin. al -T , If•----Ie� ) RF pfORC M(Hf: (Stl ag 1n 2-0(71 1 • _ _ _— 1' Rodms_'L-- - Top Slab- No. 3 a he 4 bort [goes• aveewd m IN _ _ _ _ __ Structural Plan. - fLOW 11 4'Rodrs Anchor per ----- TI --, IJ I. 4'Rodius Woae •nor floor - As required by std D.p No. 2-D 172. D.g No 2-0212 I 4 E••E lrs101(5; `Rini pit 1' Nad,ut Curb lac$ al catch basin opening fEdsl C F I H 1 shall D.g No 2 Ozlz A be as required by Sid Dwgs Not 2- D BB, 2-0415 or as shown on the 94.4,01 pion. TOP SLAB - STRUCTURAL PLAN Casco halve th ler W.. iR 1 e,.1s Jot C.61. ' V' d$Dth •I Ib •pRlno. $M equal le IN (wO lies of (" a) r'4 ►ars, 1 n4'd B----- _i 1 L-ob DETAIL OF DOWEL Is Ire catch ba Mn Pb. 12 cache., it boll w ore ore mall FLOOD CONTROL DISTRICT f/o �,'-31r0c-- fplxA Curb �; ---Syr 6c-- ',flow fCa� •�Str6r- Rr IE RE NCe• .. w, ..1. ...[...... FLOOD CONTROL ')IS -I RICT 4 I I 5.313 1.410 1.56 4430 w• 14'-0% oral b•1'-'L-.wWss olnw w.R mo.w• a CROSS SECTION THRU RIB r 4tiF i iw ,Sid from. sAd Ce, ' per, D.g ND 2-0156 - V • 4' -0', writes, otherwise shorn. 'Vor/obk or , Ancn«- -N 7-7 A 1 • 6' 11 V• 4'-0' w lost. p ql per 0.9 No 2-0212 ----- ---- better. --i? :/ �„� t! R S•av /,^sial/ two a'x-W.Ofllen socket set screws, 90'/0 ® C A T C N BASIN t\s'S,(0(�'• t?• �y� • ; .l0 ;'- R,A.. [ irK •-,,, "M DROP STEP �;. aa,.iT."^• LOCAL DEPRESSION NO. r of nches The new Dar• rhrf[aer� are based m the rhnnDe^ '! V; I r'Q 1r A I; 1 1 • -SIrv1 Al brats or see lid/J f• A a ,l r• aw 00L bird Y.'I Added Major Awe FOR SIDE OPENING included nthe nomdnW diameter Df metier I Prolacllon Bar and floor of Ins basin rale the lop step at 12 inches I.MA" $ REINFORCEMENT i__ _i e ` below the lop surface 01 the lop lab Z, o or.,•yrw •' b w CATCH BASINS ear /RYntxr 2 n pain rwdJ o"'J. Lars numbered 9. O and /l I gee an 2-0212 I Barra .I See rials •b''1 FDinfN; 'D'`Voin1_y '•Ser role'D' - - - - U errN I r ori �oir,dVr c -.w A w»• ......•• •• o on routs[oars, and rquiro/enrn ighto ADANA CM33 sec/ro p/ area to me old type r, l and / aqua+• Dva ern a' • I- - -------------- '�" ;Allernwe con.011w, CATCH BASIN NO. 3 e CASE C per Owq No 2 D2z4 N "" I PLAN, SECTION, - la "flat I from - Irom all arse lRlna-, r,r AND DETAILS LOS ANGELES COUNTY •"' "" s, �/}� .e I -Dee , DOD CONTROL DIS oICT �S\Rfriad 1-15.71 2 0171 OR PES 12 INCHES ' }I G.Ar 7!e ✓ eA,e 1 1 THROUGH 66 INCHES -1_..___ .•..e..•.. .wawA. escoww[Noron DY.M '...•.••., rY... i I�lllj ie2��s.. ra •J-••»•. CwH. ecu[ o..i O_TD •^.• ac..[ eon DWG. NO-2-DI72 rel Asn cony or.vn [w u ; NO 3 GRATING BASIN REINFORCEMENT NONE S-Is-'ce os •nen I s colon, • n o0o cowrwm marc, - '- 6 �: _ _ !/ l_ NONE DEC 1962 Coeur I 1 W _______________ 1 --�----- ate III -1 --- --1-- NOTES i - i ------- Alternate Mor(no4 I •-III' Iocallanspe, U.9 No 2-D 137-_ A I (CONNECTOR PIPE: Locals pipe at the dowrNbeo'n end of the basin unless r` T I I I I- _ •�-- Dowel per Detail specifically a lirl omen Hits• h Ifi QmA.(OI ho plea. I I I 1 I I T I 1 Pip, shall De Irlmnd to IM final snap• and IenglD 6 D01wa the placement of IM concrete. Y1 2 CONCRETE: -a- Design, � • 1,000psl comp,.sl.a strength at 28 dols. D. Floor of the boll. shall slope from all wells to the 00101 end shall be gi..n a slesl- Voweled s.,fac• �I-'-�t-'-fI-'-'j� -1-' Cunolur• of the sill and the side wotq at she guile, Dowel-- �I , y' _2 _ _ off Surface [boll be nosed DF curved 4 ensu Ancho, --- .. ���'LLLI���.... Surface of all .pass cmcnb Stas conlwn N prod•, Sg` - '` f I I I I - ('pr slope, color, and llnlsll to IM eclsling, or T , OORCiad,curD and wall adjacent to IM Dalin. al -T , If•----Ie� ) RF pfORC M(Hf: (Stl ag 1n 2-0(71 1 • _ _ _— 1' Rodms_'L-- - Top Slab- No. 3 a he 4 bort [goes• aveewd m IN _ _ _ _ __ Structural Plan. - fLOW 11 4'Rodrs Anchor per ----- TI --, IJ I. 4'Rodius Woae •nor floor - As required by std D.p No. 2-D 172. D.g No 2-0212 I 4 E••E lrs101(5; `Rini pit 1' Nad,ut Curb lac$ al catch basin opening fEdsl C F I H 1 shall D.g No 2 Ozlz A be as required by Sid Dwgs Not 2- D BB, 2-0415 or as shown on the 94.4,01 pion. TOP SLAB - STRUCTURAL PLAN Casco halve th ler W.. iR 1 e,.1s Jot C.61. ' V' d$Dth •I Ib •pRlno. $M equal le IN (wO lies of (" a) r'4 ►ars, 1 n4'd B----- _i 1 L-ob DETAIL OF DOWEL Varies (As rregd by the tf-41Cfu1a/d�awif?�% , ,/4 OROund Mi/d S/m,"Ba' Bend HO/ A 64 I I • `� SECTION A -A A FRONT ELEVATION .1NOTES: 1. An alternate step may be used subject to the approval of the engineer. 2_ All steps will be firmly and rigidly set and no cones or shafts will be accepted with bent or crocked steps. 3 Steps will be galvanized otter bending. Dia pick hole -- s Allen I -- �' sockelset '� sc.ew.Se i Z� I Z' \ 1 2=l'Diomond .h notes•, mot, deep D(cccDDD"' I \\,6(tdl \ 1 T I A. A TYPICAL SECTION THROUGH -`— 14= CATCH BASIN AT MANHOLE '-Letters 1'hl h I I cost flush with top STEEL ARRANGEMENT REFERENCES Is Ire catch ba Mn Pb. 12 cache., it boll w ore ore mall LOS ANGELES COUNTY FLOOD CONTROL DISiI41L"i •• • r CROSS SECTION THRU FRAME e COVER ribs join = ' :i= 3• =� Sorneorrgle IM slope el Inc It oar uu.d 1.1 4 J Is I • IBI throughout.— ...a w• 14'-0% oral b•1'-'L-.wWss olnw w.R mo.w• a CROSS SECTION THRU RIB r 4tiF i iw ,Sid from. sAd Ce, ' per, D.g ND 2-0156 - V • 4' -0', writes, otherwise shorn. 7- Rod,.(•, , Ancn«- -N ,-Face PION and Do* p 1 • 6' 11 V• 4'-0' w lost. p ql per 0.9 No 2-0212 1 e' II V • 4'- 1' to e' -O'. better. --i? :/ �„� t! R S•av /,^sial/ two a'x-W.Ofllen socket set screws, 90'/0 ® s-70 • 10.11 Va B'-I'w nor.. DROP STEP •ISL. -ALL'• ---------- -r_l-- -T 3 7 PS std No 2-D96) Y, .SbHI or .4 E 1 D g. t,, f 1- , 1 '•` -Dowel , ; / LD wlwa I "I ' V 10 1'-O'I.ct I . piece an. stop 12 Incl&, .bo.s on. A I; 1 1 • Iloor of IM Datln. - I_ .R -r 1 --I v 0.9, Y-0- . place step, of 12 -inch Inl.r.al• I'D. In I D..el- I Prolacllon Bar and floor of Ins basin rale the lop step at 12 inches I.MA" $ 4• -Step Ie, D.v No L s support Boll per • below the lop surface 01 the lop lab Z, o --� I. '' 2-096 end Note 1 . D. No 2 -ons 1 zl _ gee an 2-0212 I LOS ANGELES COUNTY .I >I FLOOD CONTROL DISTRICT ml 1 b I- - -------------- '�" ;Allernwe con.011w, CATCH BASIN NO. 3 per Owq No 2 D2z4 N S Rodwa- I PLAN, SECTION, - la "flat I from - Irom all arse lRlna-, 1 AND DETAILS f,- waw,. lie er .eO..0 oa �R. DAT[ rai aV•Y1TTea aT 6yT. waeoww e T DATE "0 2 177 n •�wrr„r-a [s-11 suDgrad•opl,onol-,• Z-----------J' ---Y SECTION A -A �- • •/-e• DWG. No. 2-D163 1 MOM( S_KIGe Varies (As rregd by the tf-41Cfu1a/d�awif?�% , ,/4 OROund Mi/d S/m,"Ba' Bend HO/ A 64 I I • `� SECTION A -A A FRONT ELEVATION .1NOTES: 1. An alternate step may be used subject to the approval of the engineer. 2_ All steps will be firmly and rigidly set and no cones or shafts will be accepted with bent or crocked steps. 3 Steps will be galvanized otter bending. Dia pick hole -- s Allen I -- �' sockelset '� sc.ew.Se i Z� I Z' \ 1 2=l'Diomond .h notes•, mot, deep D(cccDDD"' I \\,6(tdl \ 1 T I A. A TYPICAL SECTION THROUGH -`— 14= CATCH BASIN AT MANHOLE '-Letters 1'hl h I I cost flush with top STEEL ARRANGEMENT REFERENCES Is VISIONS LOS ANGELES COUNTY FLOOD CONTROL DISiI41L"i •• • r CROSS SECTION THRU FRAME e COVER ribs join = ' :i= 3• =� Sorneorrgle 1 /v Z Z 1n,T 4 J Is I • IBI throughout.— ...a oATa a CROSS SECTION THRU RIB r 4tiF i iw r it - e✓/ICD. Y' STANDARD rnw a and cows -shod begroy cast iron cools ming `-�� STEEL ARRANGEMENT AROUND MANHOLE p l-r9jG Rerned�+!•IL,Eb+1E 1Aer J---� better. --i? :/ �„� t! R S•av /,^sial/ two a'x-W.Ofllen socket set screws, 90'/0 ® s-70 e✓;J>:edfDelel DROP STEP firms 7 .i ._ 1 22D/asuribces shall be tooted with asphcllum point. •----2 ---J COICh boli17 stand. t>'P1/o'ns un/est shown dfFereni/y hereon. C-/caron(e note. e/eoroperning frame and cover shall be tested for ac. rOCy .TAa// be //nCh %rCvn dol'%2 of j/06. A 11-5-, Added notes 0, rwnperr_Jr/No re/aria ....e.re a, - - truer sees �••. No. 4 bort Z• />�Y wed in lieu oFNa 3 bars Z• . /t ....... •I(!0 Pl� �.oa..e. uco..I a•...<c� A7a5.L_ DAT• No 2-D9ro ;3-'�- INn E[T I O✓ 1 $ JOm/ -• /'1' � sen w' •J bora-"-, .•._r ___� l_�11L2%_I / C r --4--- ' A -F eouJ OoIA nays /bb, I u I x �f..wed weal rA en eel to J, JJ ere i0'or Dory I' /per" SECTION G -G m Jb lion to P aA4r�! I ' ego -ox rvO.ua of I TABLE I /-( emoumur •/J!� 1 �, •w bora AV- d.mwulms 4 1 , and bar Naas Goponrim or I -E FOR TOP OF CATCH BASIN NO.I -Dlc era cove/ pick hole—I�A �. TOP OF MANHOLE FRAME BE COVER BOTTOM OF MANHOLE COVERTo II II ? a E,11 /c ea ra-----13B J�Isidtdia.ofrnver- —•�; Al/e7socket Set Screw Outline / hAz •� ' r\I / x rib joins PLAN �*----4-2'Dia devropening------- Out •Mew, r r"rl•np ctTatm.rfw•r •• • r CROSS SECTION THRU FRAME e COVER ribs join = ' :i= 3• =� Sorneorrgle 1 /v Z Z 1n,T 4 J Is I • IBI throughout.— J I: a CROSS SECTION THRU RIB r 4tiF i iw r ION Jrnl. ;i­--iI.- AT MID RADIUS 'm NOTES li L r ; ,S b to Ab.red !ogre-� rnw a and cows -shod begroy cast iron cools ming `-�� STEEL ARRANGEMENT AROUND MANHOLE tl'I C. • I, ' _ to 'be lateziA.Srll. stondoMA48,dosr30or NOTEJ IN CATCH BASINS NO.2 AND NO.3 1Aer J---� better. --i? :/ �„� t! R S•av /,^sial/ two a'x-W.Ofllen socket set screws, 90'/0 / /:1<YA/Sd[ ,s/Ac✓rbe /dCtc/O. blxk /Rv/r�,al•• Ot/fref, r . . - L1 _o _ _E pick hole, in Ivies drilled and topped I' in dap/h • : =1 It i All ports or the #Mme Md cover exceo a machined (P_ dZ. All 1/tel Jha//GC' '.i har_f,, ,fpdctd and dine&MOI t f as eo/%d fcr cat f/te firms 7 .i ._ 1 22D/asuribces shall be tooted with asphcllum point. •----2 ---J COICh boli17 stand. t>'P1/o'ns un/est shown dfFereni/y hereon. C-/caron(e , e/eoroperning frame and cover shall be tested for ac. rOCy .TAa// be //nCh %rCvn dol'%2 of j/06. I M'/,-/ and sholl be marked insets betaro deli ve y CROSS SECTION THRU RIM a /ro.w aro cevrrJAer/ be ~,hoTed.ruch /he/ ble �3 N0 apes /I " ndy de .Jed in lieu of Na. 3 bort @ 6 0, rwnperr_Jr/No re/aria romp/rrortcn 1e11rriny is perar/rr ..inn _„d rerrr!e r bin /.• •I- ! IH Cur No. 4 bort Z• />�Y wed in lieu oFNa 3 bars Z• . /t 1 , pwN/rvclAY/ PLAN '' jrn/. •Mew, r r"rl•np ctTatm.rfw•r •• • r W Co✓v / 2-DI71� 4 J tas J I: - D ears A sA«.aird r ION Jrnl. 1 i li L r ; ,S b to Ab.red !ogre-� 1e1 ere' I 1 7 tl'I C. iJ 10 d ANA 1Aer J---� ,i (Coir • 1- era _ - _ i. r . . - . ac •:'. firms 7 Added eels r / /4 / r i•''. f_ • • ••:, -Loci/Il udder s/r%,:AA-r /2-52 w'/A /J's mix cncrvAr, SECTION P -P 0, rwnperr_Jr/No re/aria _ de.nlr rap•Ai!w4 h.Wm/cetionr.A e r (w m.•w/ r► a il /1 _17-11 • ,6 r Off • b 4Y / 2-DI71� 4 J tas J JR 3d r 47 I 1 i li L r ; ,S b to b J/ 4• 7 M iJ 10 0 9 0 7.1 // lJ /4 /01 / as I I / / firms 7 Added eels r / /4 / 0.,,.cnt/ m.V Aa anrHN ./ Jr.Y.aAra REFERENCES REVISIONS I LOS ANGELES COUNTY REFERENCES REVISIONS LOS ANGELES COUNTY .a bid an awd,.JY #e•I tsYh b Ahem Wl N,.1/ REFERENCES REVISIONS .ALR OATt aoumto" FLOOD CONTROL DISTRICT •••• / 2-DI71� •• ••• ..Is .....,rT,ow FLOOD CONTROL DISTRICT .! wa Ja•.•.w w wANA, _TERNATE METHODS FOR FACE PLATE ANCHORAGE 5 + /-est b-zf/ RCviJLd err n0/LJ MANHOLE FRAME AND ani A.At'4 . ........ bap------------ % \ or to yrode Dreok in inlet simr. a 7-5S C?N. o`br A,.,/a �ewr CATCH BASIN u-r1K R.rised Nolo 1 ( w, -r to RrCrll v 6/3.be Added eels eased WIC E PLAN L SE TIQNS ''(r stom/rlr Hast rocke1 e0 Sinn, For Protection /Y Jnr, Mr res/vr /NJ/A. ,.. I Cen/anus an /hr Ce,.Fw4,r9. Sp ,ng Data, ® /2-52 "E dal � Jronadarr . _ 416172 . /t ....... •I(!0 Pl� COVER FOR essay. W $ T-68 Revised REINFORCEMENT FOR CRTC! -1 BASINS 2-1-24 ' 'er''�"`'e ROUND/MANHOLES Atr.o.tn •r /• 7 I -. -•• f,- waw,. lie er .eO..0 oa �R. DAT[ No (/2-D 176 I aV•Y1TTea aT 6yT. waeoww e T DATE "0 2 177 n •�wrr„r-a [s-11 'L►1918 SHEET 1 0I 1 ---Y ''_-- dA.1w• 1 REFERENCES REVISIONS 5'1. 10• LOS ANGELES COUNTY FLOOD CONTROL DISTRICT 1.0,71 -•• •••• r.<.w.•w. A IF51 R4,4.4 Nam. JUNCTION STRUCTURE .! wa Ja•.•.w w wANA, _TERNATE METHODS FOR FACE PLATE ANCHORAGE 5 + /-est nr9,ar•e•br- I�rA.w/an wrren pond H/Aue. So Nolo i' \ Iter/ M pforr, ding, she// II cT/I sari rm/.r ani A.At'4 . ........ bap------------ % \ or to yrode Dreok in inlet simr. at ?' NO. I s shall be shown on the projecf dro.ings lE of Jp.clmrr, devalue. u-r1K R.rised Nolo 1 ( w, -r to RrCrll `\ J. I . eased WIC E PLAN L SE TIQNS ''(r stom/rlr Hast rocke1 e0 Sinn, For Protection /Y Jnr, Mr res/vr /NJ/A. ,.. I Cen/anus an /hr Ce,.Fw4,r9. Sp ,ng Data, ® tall rasa Y'Lrwnr Jronadarr . _ 416172 . /t ....... •I(!0 Pl� PREPARED BY: essay. W Ads t • s e, f-e/t'r g•tP,S'I...R..wsrsl �\ ••� �.]Ir ore l,fYY u___• �/ AQ1L Cr4a /rsr AI W .N.Awe/ Y••w r r.w 0 _ r. a 2A.r• alar res r -or wer ..Aur rwa,. Nr w r Nr Cie t w.rl S rwr.r aw. _ Is. r a..r; ..saes.• s NfIM1d a. w'. ------------ --------------UTB I t/0 rf s c S.r.rr e.,r wan 'a' ora N.r r ,a•/wrw a AIINr r N/aa•q •'w : rN_arw AN, wNw as - nwr, w sane'.sawn uwrra. $Awwwd o�p J -a/o. l j,Art r.er .w•r so w•r - r^r• w c/r rue .1-t /r •w M aA. AA ..Nwwd wrr row, wr.w r r•'•a-r•• ansae /oa'rwerRA S h..aw , iRw err n+i- I Nh/ Pa w -./1t Wier tae A.•rr -_.. a._r aea oro.•• .-� r• Mor wr/ M rr+r SIJ •er w w, . aw.N, A IJ/ www• w r • .wrw.a YArs N, [j: aw, Ar Ara r r P ANA r PR r sur r r.w rw.ar. AY r r rue /Rr IF M w •aw Jen a, •sr Aur w Awwww -i-aal ,a rl•./M 'e•••aw1 Ma Pie O.1 u re, warq r wr w wr av+ M ,s.,wor / rrA r Awwwwa•wmAl. r•r Wer J%Ar M- AIPw r wRwe axe ear•a on r r •www.eww r ev.w, r wr+w o•.r Aw,)♦ hr M IN•s, Aro r His• w•R No • Rwa awfw aw (M ora /awwrww r.n,_w ss ww woe/ N rN ww �+ o+ r oraad w w4 owww .rt r w (Aad w rea..ww. saes r7,n aaaw r ..sail. r w. A• -/,a r ewe tie .aur.• JJ'w 1Y.N...sown +r r r r wwgr, A•ww. es',awo. aarnw M r w.r Sw.ww ewe Y «•wr rw,rw N, r r Leer Diel SANYs rower r rrww w wr Awe aqq wl wrr,s $'a Dug As J�CV?W L LI.I•• r rete IM a retro/r aw SIM maws a•Rr AY ommor rw'J Ir .• J (Jw 0.a Ar.l-Dt a5 / o -w .J /r •arra X f. cora rare rr r r wwr N o. Aem. tOw, tot.,, toed, r r eA... w r ,•"Hid N. a ✓Or JLt YpQ.J rI' • sr w.we J -aw w•r r Iw Jen a lir w A agar W. mw, r sr !w M' a.ar /ww YI wY r aw ANd DETAIL OF ANCHOR N/Pm "Haler r ' r M lASMAYN � s'e Dns r w ae.ww AD4k rrw� _..__s'+.+r dd•rap w aAdsaa.. ` r ��� t����� j' I .-. i.ea.as, •yr ��..�-s._IL—_�•�A.rrf '=•'ben. Iw.e'14L Is_ I is ka ti 1-- ;.::..: is - .. . a� �/}�—., •� .r:''.•. jib L--1fAr„e w Rimm T Jy��- �(/' . y. •�^• •••_.,d4,rleer t/wr.s /1•Dtf.l %// �'' . e _._...__ l •/A j -AAw All mods, sat w r rd' INw ,u .ea ��/ 1 --heortweA Iw sa..Rms 1 w r L/ \ ---------CJs. r A•w•rA) 'Ar j •trap / cue w S•.11.'t Ire Na a.1 ea.. I-A•~r. =_: • •---_ n �a./rasrN S/aN?K eeesw Md r .anger./ arts ••a04wr awe. Ss NM J. 1e -JL A� •ori • •' : •m m a o.rraw r a Rom aw.... r wr ✓ /M esrrA oar r Ar err It r ran Aad,wa/ reaen,r M. JM w its .. _rte .:,' '.• 7/wr.n/ . w [.d 0~ sal i -/•tie«• rwJbe Aar �•i Jj twee" .SINE Many two d t/etb e err wr .W aero., w �T •-Ta dr.a e.,n -- . 1 . t � � _ • f :31!11 1 e J- ------ 1 '� ^.vaTf: •ren or a/a.n/rV "�- T 1'-'- 1 -" _- �T' ( �T' a/n11 41 . w -1 41 a/ Caren I ran mar As, f L �L I Saw w, far h ararwpt I IaYA I, .rrw AS , `1 , .(IJ- •(q wear is rNnw rr.n I«awJ ,h•,: 1 --sari w Hid• ;�j u V I as �' is b, �`s•�, ., _ r __ =tom ' \CJ - •(Wier w w bop► J_ NAA j II I I aw urge A A SECTION SNOWING LOCATION OF �Srr Nob 1 -Balt S•41•a/I Pow Ow¢ -025 2 ANCHOR AT WALL OF CATCH BASIN ELEVATION -FLOW •N,• -------`�' ------- --'------_-_. 1. x•b�/A PLmy/A.... .—_._�I•Lr..y/A...._... .i.. -See Note 2 SECTION A -A Ser FLOW .II'. /meU Har M.areCA`a SUPPORT 1'LENGTNS soLTs 5'1. 10• / JRTis.•.Vrsq Ywr ww waw r r.r IO' m 15' Sear. A ARY. eerrw- 7 waw/ 0 /s'aww •r 3 r..asa w .w+Hid .•rJr. r aweJr..ARAP J rwlrrrwwr r..r+w seral.wArarwr.•ae•wr. 20.1.25' .! wa Ja•.•.w w wANA, _TERNATE METHODS FOR FACE PLATE ANCHORAGE 5 r-__-__-_ •✓ Acro o Pr...a wrnorg� r �•5/d G.A wrayAA a, It \<r/Nr rPd ;i'i'i 6"borer )� ; I © r 6 I�rA.w/an wrren pond H/Aue. So Nolo i' \ Iter/ M pforr, ding, she// II cT/I sari rm/.r ani A.At'4 . ........ bap------------ % \ or to yrode Dreok in inlet simr. at ?' FOR CATCH BASINS s shall be shown on the projecf dro.ings lE of Jp.clmrr, devalue. when inlet opening falls mare than L inches below Om,l H Ora wAan sofa/ of Jiti is /t •r Jell w, -r to RrCrll `\ J. I . Sld 6d, Wror,ht S/rr/ lJ.y/:y'' tat and /ap /r T �7 Arun ' of maw bird . 4. Juncl"el yrI6Nt1V v sho/I br Po df menoliM'co/lap ''(r stom/rlr Hast rocke1 e0 Sinn, For Protection /Y Jnr, Mr res/vr /NJ/A. ,.. I Cen/anus an /hr Ce,.Fw4,r9. Sp ,ng Data, /, or non- to,. ,ad S/d. to thread! p..9. No 2 -Di DETAIL OF ANCHOR N/Pm "Haler r ' r M lASMAYN � s'e Dns r w ae.ww AD4k rrw� _..__s'+.+r dd•rap w aAdsaa.. ` r ��� t����� j' I .-. i.ea.as, •yr ��..�-s._IL—_�•�A.rrf '=•'ben. Iw.e'14L Is_ I is ka ti 1-- ;.::..: is - .. . a� �/}�—., •� .r:''.•. jib L--1fAr„e w Rimm T Jy��- �(/' . y. •�^• •••_.,d4,rleer t/wr.s /1•Dtf.l %// �'' . e _._...__ l •/A j -AAw All mods, sat w r rd' INw ,u .ea ��/ 1 --heortweA Iw sa..Rms 1 w r L/ \ ---------CJs. r A•w•rA) 'Ar j •trap / cue w S•.11.'t Ire Na a.1 ea.. I-A•~r. =_: • •---_ n �a./rasrN S/aN?K eeesw Md r .anger./ arts ••a04wr awe. Ss NM J. 1e -JL A� •ori • •' : •m m a o.rraw r a Rom aw.... r wr ✓ /M esrrA oar r Ar err It r ran Aad,wa/ reaen,r M. JM w its .. _rte .:,' '.• 7/wr.n/ . w [.d 0~ sal i -/•tie«• rwJbe Aar �•i Jj twee" .SINE Many two d t/etb e err wr .W aero., w �T •-Ta dr.a e.,n -- . 1 . t � � _ • f :31!11 1 e J- ------ 1 '� ^.vaTf: •ren or a/a.n/rV "�- T 1'-'- 1 -" _- �T' ( �T' a/n11 41 . w -1 41 a/ Caren I ran mar As, f L �L I Saw w, far h ararwpt I IaYA I, .rrw AS , `1 , .(IJ- •(q wear is rNnw rr.n I«awJ ,h•,: 1 --sari w Hid• ;�j u V I as �' is b, �`s•�, ., _ r __ =tom ' \CJ - •(Wier w w bop► J_ NAA j II I I aw urge A A SECTION SNOWING LOCATION OF �Srr Nob 1 -Balt S•41•a/I Pow Ow¢ -025 2 ANCHOR AT WALL OF CATCH BASIN ELEVATION -FLOW •N,• -------`�' ------- --'------_-_. 1. x•b�/A PLmy/A.... .—_._�I•Lr..y/A...._... .i.. -See Note 2 SECTION A -A Ser FLOW .II'. /meU Har M.areCA`a SUPPORT 1'LENGTNS soLTs 5'1. 10• / 2 IO' m 15' 2 3 IS' 1.20 J J 20.1.25' 4 5 73. 10 30 5 6 SUPERSEDES AWING OF THE SAME NUMBER DATED OCT. 1952 NOTES: I All Dort shall be Go/r, AONd/ed stir/ par A. S T r Designation A- 36 Br bhp/�s shall not rrcapit 2/; and shall be cu/ to lit to field When W n ore, 21, protection bar shall cor/s,st of two or more sections depending upon length of basin Lxobon o/ special aupprl bars and oddilionol & brat,, sock// set sere. shall be determined by the Engineer N IM field. 2 install coup/.lip at down5l"On, end o1 catch basin opening. Supersedes Drawings of some number doled Aug 5, 68(Rev Sopeaede�b�drowngsr`)he�ame-nrmlDet--dated�SrrQ--�-�@_ wotwa"cu we.uro". shown when reviled pre Noor B. LOS ANGELES COUNTY ILOOD CONTROL DISTRICT I. •,4f for r-o?JZ r r G _. M[ REMOVABLE / &6 When E/evotion R and E/evooion J oro noJ shown e "c �TllZ PROTECTION BAR inches below the soliit; and inlet pipe shall be olnrrwrat .shier,. W bons one o/ s,xe ors geeing epdeifirl fur Wal/ rte" Iter/ M pforr, ding, she// II cT/I sari rm/.r basin or to yrode Dreok in inlet simr. or .pang end beef alt toe end bd/orn FOR CATCH BASINS s shall be shown on the projecf dro.ings lE of Jp.clmrr, devalue. when inlet opening falls mare than L inches below Om,l H Ora wAan sofa/ of Jiti is /t •r Jell w, -r to RrCrll +•• ••" 2-0173 when •avrrl of Jpu r W r Arse ebad't /'ho' f/eraJiorl R shall ber shown on ther project of maw bird . 4. Juncl"el yrI6Nt1V v sho/I br Po df menoliM'co/lap { . •pro /•c1 drawings. E/rot/on Rand E/ero Jion S ore S FAe or .true tort shall be e/,r/ - lrowr/.d he shown when reviled pre Noor B. wasm NOTES I. Values for A B and C ore shown on Jh { . •pro /•c1 drawings. E/rot/on Rand E/ero Jion S ore S FAe or .true tort shall be e/,r/ - lrowr/.d he shown when reviled pre Noor B. /M ip-" line. i r eJ000 !a snap. L. J/abo••s, ,perlfwd res drwwgJ OROAr ./ IM ATNrJr[Im ✓ /i/IrJ Z Embdormen/J Fs/ e/ M P, shall be J' !Dr B • 96 it /us center of mein brK and /oHrw4, etcrp/ IAO/ r r G _. end e'/M• D arse •ed, a/aIIwYH r.^ patch bOJ/n (M/yrlp o/ .gide w// of J/r(,(/r-s. 'p' �y / &6 When E/evotion R and E/evooion J oro noJ shown e J Re/n!o/Y/n� a/ee/ Jho// be per a -D/71, straight bora /A fr•Yr fwd on the project drawingys intro opening sbofl fes//6 c4or pf rO H ef, ueNw" inches below the soliit; and inlet pipe shall be olnrrwrat .shier,. W bons one o/ s,xe ors geeing epdeifirl fur Wal/ loid on o straight grader Irom main line to catch Iter/ M pforr, ding, she// II cT/I sari rm/.r basin or to yrode Dreok in inlet simr. or .pang end beef alt toe end bd/orn f.'r✓otion s shall be shown on the projecf dro.ings lE of Jp.clmrr, devalue. when inlet opening falls mare than L inches below Om,l H Ora wAan sofa/ of Jiti is /t •r Jell the so!lit, and inrnJ Pipe oho// be laid on o ss0roighil bNow Joff" of ma/'r Anti and •m't G bora ' �grodr os stated o6or•. when •avrrl of Jpu r W r Arse ebad't /'ho' f/eraJiorl R shall ber shown on ther project of maw bird . 4. Juncl"el yrI6Nt1V v sho/I br Po df menoliM'co/lap Browing! On/r when o stab it Jo be pro ✓ides !or /r wh with sentiment ban Jfa'm 4I/Yn, /RMhok r Future Conor n o! inlet r. P/P Jronadarr . _ 416172 KECOQD flRAv[tNG 9/6102 �� PREPARED BY: REV. DATE DESCRIPTION �5] PHB & ASSOCIATES,INC. 1620 SOUTH GRAND AVENUE, GLENDORA. CALIFORNIA 91740 (626) 914-6256 w FAX (626) 914-5756 R.C.E. 42723, Exp. 3-81 LG FACE PLATE END 81 SPLICE DETAILS a RI(.SEDES t.Aa.1a r s..i aamw* ec[S a-.tl DETAIL OF CATCH WN —^ REVISIONS OPENNG cwt wr ••r-•- 46 Ysr A J.n.r r....r :....t r r G _. m n -s rf ew..•r aw.V r-� -- CJr .,�, d rA.. '•^ aw. 110. 1-9E3E CwN^ NONE •-/E= I rE AAECORD DRAWING CITY OF FONTANA Drown by: SOUTHRIDGE VILLAGE Scale: AET Designed by: TRACT 1 4758 Date: HdCH / MTD STREET IMPROVEMENT PLANS w.RCH, tssa Checked by: ,r' 9Sr Dwg. No. d7 7 EIC IQs Cftt ENGINEER, RCE 25126 Date 2?0 E 7 LV,.V••a