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1633-10
,Ir ,Curb or --Anchor fromt and Cover per fact Plate end Dew"_ oma" f>ar - Dwq No. 2-Dt56. ,. 1 clear ,oa•" ,��enlrw P•r Dura N 0 T E8' Detoil-. . , Anchor . T--- ' / No 2-D232 1. Q2t!WCTOII PIPE: 1 I -T 1 --�,�; - --�-- -- -- 151_ - -�� I • E 1• e. s ` • . w''?------- 7' Locate Pipe at 1M down froom end M Isle basin unless -- ;-4 Roden l It', I, =I Street • I specifically reared otherwise Ort the panoral plan : I ' I • r = - Do+el .-..- - r ' y I +, L, D. surf ace, i 11 fhpe shall lot him 0 to Me final shape and MngM before i 1�. I I i O } hMectron Sar all 1 / LI- - - -'` - tone placement of concrete. 1 11-� in , , . Support DoH per Dwq �/ , 2. CONCRETE : —1 ayvl-, 1 U. ' '/No 2-DI75 and 2-D232 I Design . f� • 3,000p s i comp► •salve strength of 2s days. i 1 �1 �,. 4.1 I- --. I Floor of the basin Moll Oop• from oil wools to the outlet and 1 I , ,.Step par D" No I I I �= I A :� r >, shot~ be given a stool -troweled surface 1mitlh , 1 2-D96 and Note S. i Curvofu►s of the sin and side wall of Nis guMer Opening shall be —j- E - Sud 1 3' Rod. _ I formed by curved forms; and off exposed edges, a corners, and ` i- Reint per Dwq _. _ ____ ___-!__________ 1 i concrete to metol frame edges stroll be given J- radius edger finish I'I 1 I I No 2-D232 Slcpe io pullet from , 1 I / I 1 - oil directions , , 1 Surface of OM exposed concrete strati conform n grade, skpe, calve Tfl • I --T•- __.Anchor --_� I and tlrMah b M• existing, a proposed, curb and wool udjocenl Is I 1 I Cal 1 I . / , M basin. '' 1 I ___ ,oI . I _____4_ ,., —� I io • ``.,4_ • ; ; .ur' 3. 1iEINFORCE1ME!C (Standard Dwg. No. 2 -alt) ;� I 1 --- _s_ Top slob -No. 3 hors as required on the Top Slob Struchr.rll Plan 1 , 1 •.t-__------ Worts ondFbor - As reglwrte by Standard Dwq No 2- OIl2. -�-- � _ I �•Subgrode optional _ -i �,• �_ 1 I 1 ' 4. DIMENSIONS: _� _. �``Reinf. P 2'A S SECTION A- A /Alternate connections Curb Face of the catch basin open,ng(Exisf. C F loth )shall De as required by T _ - I I • per Dwp. No 2-D224 Sid. Dwq Nos. 2 -DOS. 2-D415, or as shown on the general pion I - I 1,1. I Radius b• T-2",unless otherwise shown A '. I ,� I _��� ' ---T A t • 6inches if V• 4'-O" or less. C -f \` x _ - I ,1l N I ■ e inches if V • 4'-1' to e' -O•. ----e - 1 � �j \; 1 II I �_� SII r -------------i -_ -___� t • 10 inches If V • e'- I' Or mare. 1 _ - L - V • 4-0 unless otherwise shown on the general pian. � + I I r le 3 hors, 4 ►eq'd �- ' 'T ( It ,3•Rod. 1 � �- ��� S. STEP (Std. Dwq No. 2-0961 1 '90 9d V to 3'-0"(incl) , place one step 12 inches ubove the floor of the I ` ` 1 I C _1 . / ' -- — _J 1-- -- _1-1. �� ` 1'' --1 -���� --'4" Padua V over 3'- 0' P1oc• steps of 12 -inch ,ntpvah from the Itoe► 'm 1 I_ _ _ I lil DETAIL 0 F D OW E of the basin with the rap asp 12 wtcnes (mIn«nu ,lot below the Dowel / Relnf 02"Ae -_.1 ;[All Ancher per Owl by of the manhole. Dowel �No. 2-0232 1` Ali. MA locations \'-Curb per Dwq No. 2-0157 w OF G B V(tt ) To t wt1 F&wr wAL L T E aIr wort AFARa FAA w4a fZOa4 ST E Eooh woo b 4 6 3 I 3 P 0 3 c• 6' b 77 B 6 #-T1 • /2 ff 10 7' / 8 /2 /D 6 3I6 47 3 P6 4 /O ' 16" 14' 8 /0 V 4 d 8r 4 W " 40 /0' /4 / I /O4 ts 6 ''4 f,e ff • 4 0 /D T 4 8/ T 3 &B%' 4 Pte' 03 •/ 4' T B r---T—,MOTE I — it,--T---t ,-t - I l TOP !LAI REINFOIRCEMENT1 e•1 ter s� Jlar/,JN i :� Fa i atel" of required afsal,ee• CatC11 seam Stendsrd Drawings. 1 _- AO/I /--- For Omensim a V greater thon 4 ".."a ohs special design of the tap Ir•U L rob reinforcement shown en the required structural POOR. 2 HALL AND FLOOR REINFORCEMf!l I 1 IThe indicated reinforcing steel applies h Catch 8000 Standard I - - - & Drawings No 2-DI01,109,160,162,163,164,170,115,241Jard2,wW • 1 Zu- j AM c•tchM_b••, Constructed On streets designefad es State 1 _ _ _ _ _ INOhwars shelf include M e reinforcing steal Mown on thio 1 W7r-rr,-r drawing.anng. f\ Cetc1l beoloe constructed so sheelsRel dewassted es State WALL AND FLOOR STEEL -SECTION 1 Ilighsreys ender the following conditions require weft and C'ArcH BASIN RE/KfoRCENEXT- •w •m /4 r!Ac J_ Iter tl••1 reinforcement: Resin 0Po1M2f W, c « S16 Basin oo MP (V 1 To 7 foot (ind.) 10 lost or mars 7 to 14feeflinol.) 7 test «mors Ter sAs11 ~,sed soft Ns 1410 21 toot (Incl .) i t•el or saws 21 f 1 All V(/t ) t FRowr WALL WAR WALL SMArL FAD WALL ALTERNATE •J4t T _ 2 STEE J" Itedlw.t,,` I• Mr Anchor-, -M .F.cec) Bon A S 8 Saps s 8 Art •J • • J i • 1 / •3 • a 12_ ' • / 4 3 8 ' 3 0 " 3 f ,e — 4/c'M t' 5,014* S 6 _/ _2 e• 3 e /2 " 3 _ 4,02 ' 3 0 /4" 6 T 4 8/ T 3 &B%' 4 Pte' 03 •/ 4' T B B ' %3� 3P6 •3 %�" e 9 - /O ' 0 /3' � A7>� S3 / / 9 /0 /D • 4 8 /2'- /2' 3 // RA /D / / /O • 5-p- /S 1/01' /S3 //' / / ,l2 0 /8 4 9 03 It ' 1 - - X= V #0-(CF•H *4 Yr( )# /Sella -t _ _ _ enol •e -�- - A JENERAL, I steel r•int«come"t Ma" be per Standard Drawing Ns. 2-8111. I 4 2 d _ NJ E stool N concrete surface, end clearance, shall be 1 I inches. ,t'1� I -_-- b ----- r31e<d Volley type Mvrt,shown by clothed tins to section, riquired V 1 `'.. -- 'l2 / 012' when connector pipe Is aligned to end well of a catch basin Xi •JOAf - . I for the design of catch basins with a V -depth exceeding II T I (�� e_ tZ. �� C - � W feet, Sao the required structural plans. I I I II - - - I I ,& No 4 bore axay be wood w bou of he 3 bars I I ( _ I,4 I as hlleaw• solt — - i-- 4 al_ - ' J't/JI 1.___r____wllarsl r- - - -� . wAl AND FLOOR STEEL SECTION � 82a -Aft- � rCH aA SIN R£INFORCE�IIEN T - w • G A rER THA N14' c ~A AF _ - -_--- _ SUPERSEDES drawing of some numM► doted July 195 - �-- T1. f -..�...- - -- - L LE N TOP SLAB - STRUCTURAL PLAN LOS ANGELES COUNTY �IPtrs LOS ANGE 5 COU TY M - FLOOD CONTROL DISTRICT 21_ _ _ 11R►s O - Mlllr>t regliv CATCH BASIN NO.2 __ PLAN, SECTION Ft:00R REINFORCEMENT SECTION 81 DETAILS I -__ FLOOD COKTROt_ DISTRICT V1 - /.� ItL - CATCH BASIN REINFORCEMENT /Ins s - , hila 0 I owedwu=bomo NComas.•e• in .ere•..► •e•a..--N• •. 1 - __ r_- - �� _' - ��� I' _ '',./ a/ i T 1 r • 4".....e..._ -..J. . •r . c.N. 04. '. h ..,e. - -'Ji_ - __ � __ ** /.��� ',•. sur et--/~-- •- • C-~ �' AI►wovto•t , f l rE•��J-16---fos9 / i� / C. , t two c.«ar aww rrw SCALE DAT[ DWG. NO. 2-1)162 Oft TINGASIN REINFORCEMENT ONEsC.ALa 15 DWG. NO. 2 -DI Z NONE S -15 -'6e s.rt[T I dr► I .t..,,..,r NONE S_15 IS -'ie sr/It I we 1 r 1 ,w • r-1------_;---'r--ifhrnaii�Ilimh is No 2-o1s7-_`------A--1--1 NOTE 1 r } locations t toM,fl am P"t Dower--_ -T r -I• . "�-- Dowel per petail Locale pipe of IM dewesNealh and of Ift bosh trrrM -- - - - -1- _ - _ � specifically noted otherwise en M• gonaral plan. T 1 I Pipe shall be trimmed to M• fMel shape all ta"Oh before the plecement of the concrete. 1 6:1, 1: 1 I � X-„1 t. FIET I lyP• __s- Desiga, k • 3,000pol emwessive strength oil 26 dells. I„_ ,.._ I io„~ I floor of the basin shall slope from all walls to MO ( outlet end shall be given o stool- troweled surface 1 nCL n 30, 2- : �� I --I -11” Mnish -1— Curvature of the NM and IM side walk of the glitter Dowel-- - I , IypILL 1A k—TM . pews/ opening shall be formed Illy curved forms. -AncMr Surface of all exposed concrete shall conform In grods, Anchor --- "ii 1n III _2 jIV elope, tater, and Ila{sh to IM •aisting, air M j -M proposed, curb end walk adjacent la the bask. L _--_A— 11 I - - - - - - - J 3. Itf'INFORCr HENT : ( Sid. Dur "a 3-0 to 1 Y 1 3- Radius--- 'i - - - - /&j Top Slob - No. 3 or No 4 bars spaced es required an "is . _ . T-____ _____ Structural Mon. - - -FLOW ” Radius --Anchor per - - - - - - it - -1 - Ij j %• 4' Radius Walls end Floor -As required b1► Std. Dwg. Me. t -D 172. Dwq. No 2-0232 spool %, 3' Rodirts 4.MfNsms to Curb lace o1 catch bests Dwp No 2 -DPS � opanMg tEeis/. C.f. f N 1 shell beat required by Std Dwps Nos. 2- D 88, 2-D415 or as shown on M• general plan. Catch basins for W • 101001 at mare s11eM bars a '1t• TOP SLAB —STRUCTURAL PLAN depth el the upsir•ont and equal to the curb lace of !E 1 013 or'4 bels, 4 req'+• . _. «- --- = ----------4 1 i' 1 1 � T- ' in,- .;ems ep- 1-- DETAIL OF DOWEL • REVISIONS ALTERNATE LOS ANGELES COUNTY FLOOD CONTROL DISTRICT ALTERNATE •J4t ret 1 2 V • 4 - 0", unless otherwise •mere. J" Itedlw.t,,` I• Mr Anchor-, -M •J i • I /O •J • • J i • 1 / •3 /4 •4 • J 1 • 4 N J A/ •I 21 0300 .°`. s • 4 16 1 040 24 J /o + /s J 24' • ,W J // • /e � `1_ • 40 par nwg talo L' c ~A AF _ - -_--- _ SUPERSEDES drawing of some numM► doted July 195 - �-- T1. f -..�...- - -- - L LE N TOP SLAB - STRUCTURAL PLAN LOS ANGELES COUNTY �IPtrs LOS ANGE 5 COU TY M - FLOOD CONTROL DISTRICT 21_ _ _ 11R►s O - Mlllr>t regliv CATCH BASIN NO.2 __ PLAN, SECTION Ft:00R REINFORCEMENT SECTION 81 DETAILS I -__ FLOOD COKTROt_ DISTRICT V1 - /.� ItL - CATCH BASIN REINFORCEMENT /Ins s - , hila 0 I owedwu=bomo NComas.•e• in .ere•..► •e•a..--N• •. 1 - __ r_- - �� _' - ��� I' _ '',./ a/ i T 1 r • 4".....e..._ -..J. . •r . c.N. 04. '. h ..,e. - -'Ji_ - __ � __ ** /.��� ',•. sur et--/~-- •- • C-~ �' AI►wovto•t , f l rE•��J-16---fos9 / i� / C. , t two c.«ar aww rrw SCALE DAT[ DWG. NO. 2-1)162 Oft TINGASIN REINFORCEMENT ONEsC.ALa 15 DWG. NO. 2 -DI Z NONE S -15 -'6e s.rt[T I dr► I .t..,,..,r NONE S_15 IS -'ie sr/It I we 1 r 1 ,w • r-1------_;---'r--ifhrnaii�Ilimh is No 2-o1s7-_`------A--1--1 NOTE 1 r } locations t toM,fl am P"t Dower--_ -T r -I• . "�-- Dowel per petail Locale pipe of IM dewesNealh and of Ift bosh trrrM -- - - - -1- _ - _ � specifically noted otherwise en M• gonaral plan. T 1 I Pipe shall be trimmed to M• fMel shape all ta"Oh before the plecement of the concrete. 1 6:1, 1: 1 I � X-„1 t. FIET I lyP• __s- Desiga, k • 3,000pol emwessive strength oil 26 dells. I„_ ,.._ I io„~ I floor of the basin shall slope from all walls to MO ( outlet end shall be given o stool- troweled surface 1 nCL n 30, 2- : �� I --I -11” Mnish -1— Curvature of the NM and IM side walk of the glitter Dowel-- - I , IypILL 1A k—TM . pews/ opening shall be formed Illy curved forms. -AncMr Surface of all exposed concrete shall conform In grods, Anchor --- "ii 1n III _2 jIV elope, tater, and Ila{sh to IM •aisting, air M j -M proposed, curb end walk adjacent la the bask. L _--_A— 11 I - - - - - - - J 3. Itf'INFORCr HENT : ( Sid. Dur "a 3-0 to 1 Y 1 3- Radius--- 'i - - - - /&j Top Slob - No. 3 or No 4 bars spaced es required an "is . _ . T-____ _____ Structural Mon. - - -FLOW ” Radius --Anchor per - - - - - - it - -1 - Ij j %• 4' Radius Walls end Floor -As required b1► Std. Dwg. Me. t -D 172. Dwq. No 2-0232 spool %, 3' Rodirts 4.MfNsms to Curb lace o1 catch bests Dwp No 2 -DPS � opanMg tEeis/. C.f. f N 1 shell beat required by Std Dwps Nos. 2- D 88, 2-D415 or as shown on M• general plan. Catch basins for W • 101001 at mare s11eM bars a '1t• TOP SLAB —STRUCTURAL PLAN depth el the upsir•ont and equal to the curb lace of !E 1 013 or'4 bels, 4 req'+• . _. «- --- = ----------4 1 i' 1 1 � T- ' in,- .;ems ep- 1-- DETAIL OF DOWEL • '® 4 ` l I vp/le-T (AS /E'QC L-fY e PLAN V 1 EW I �,j� r�u� / e�lywil I I J/ CJS C� JiWoRounaf Mi/d S/"/ Bar r- _ __-._ . -.-- _ . I _% 40 1 1. iI a �-.• i- ( 1 + 4, I A �°SIECTION ^-A F`RdNT ELLV/�TION A NOTES: . 1. An alternate step rnGy be used subject t tel the approval of the engineer. 2- All steps will be firmly and rigidly set and no cones or shafts %fill be accepted with bent or cracked steps. 3 Steps will be galvanized atter bending. . P.EFERENCES REVISIONS the catch meson plies 12 Mches. bug M R• case shell IM slope of the floor exceed 311 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT ,,,,,, W - 14� - O0; and ►- 3'- 2', unless ell .an the�r.lg, ,Sid frssee one DWI J V • 4 - 0", unless otherwise •mere. J" Itedlw.t,,` I• Mr Anchor-, -M .-Pica Plate •Irl 0/ � / t' It V • 4'- 0` K Nes. .. "` per Owg. No 2-Dzsz I • •• If V-4'- 1 • to e' -O'. * STANDARD 6 `- _ _ _ 1 / • 10' If V - •'- I' or Icor• . I 61 / e , `he - 3es , Sheat « S• T (Sid. Owe Me :-D 961 ev1 F 5-7-0 Io -I' I ♦I I( L.D. surface I V to V-01incl. 1 , place area Otp It InMos above this I- .°`. s t'1 �"" e1 i 1 y I s k; _._ Moor of the basis. I_ .� �. I --- 1t `1' I I V over 3'- O' .plod• saps N112 -intro intervals Irelrn th 1 of" I `Pro/•Coon f1Or Md 1 Noor of M• basin with the lop stop of 12 Inches Wolmum) Ono bl � `1_ • 40 par nwg talo L' = S. Support Soh per 1 below Me fop surface of the lop slob -' zl _;= I . ,_asap I ' 2 - 096 and Note S t DWI No. 2- D 175 I one 2-D 232 I LOS ANGELES COUNTY of >1 FLOOD CONTROL DISTRICT Al _ 1 - - � ----------------•- ter- •I . , - I ; Allernale cornn•ctions ', CATCH BASIN NO. 3 per Dwq No 2-0224 N' S" Radial � I PLAN, SECTION, . Slope to outlet , ` I from all directions-. I AND DETAILS aT.. 4 / f mce " .."& " c r_ ....s." me �.41.....c.i j_ _ r . • I ----------1 ..... SubglOd! OPf10R01-' -''1 I '-2 w►►wovto st /j - / �/ I SECTION A -A SCALE DAT[ DWG. NO. 2-D163w MONE 15-15-49is"0611 I M I '® 4 ` l I vp/le-T (AS /E'QC L-fY e PLAN V 1 EW I �,j� r�u� / e�lywil I I J/ CJS C� JiWoRounaf Mi/d S/"/ Bar r- _ __-._ . -.-- _ . I _% 40 1 1. iI a �-.• i- ( 1 + 4, I A �°SIECTION ^-A F`RdNT ELLV/�TION A NOTES: . 1. An alternate step rnGy be used subject t tel the approval of the engineer. 2- All steps will be firmly and rigidly set and no cones or shafts %fill be accepted with bent or cracked steps. 3 Steps will be galvanized atter bending. . P.EFERENCES REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISI(= r LOS ANGELES COUNTY FLOOD CONTROL DISTRICT ,,,,,, save "*Ci"wf,e„ J rARrc DATs Dfscni"10•I 20' to 25' it ov- `"rs`&- * STANDARD 6 /-n3G fC¢vl!1 d4 1111+ Mfy► C I M M t Ts no. ,2-0102 0-741 111111 Id A 5-7-0 evind�De10+e DROP STEP usul tto•TCIMK ,ac'"a n o.11 2-D175 note. S I-5- Added notes w."Ovao ar % i� _ _ - _111 _ NRICOrrar.wtLAJI 44 PATE]No. 'L-D9G - MC71'. 1As� [vol+aa• ' -T,....� i3-'� SHEET 1 OF 1/Qfe1pM fw�'e 'r uiaPICK hale '""`1.11 � Allen `'N I.�4_ 1�' / ,- A socket set �, i i &. - _' : '� I t Sc.'L w..� '•� j I Z � Z I � _...4' --Z=1 wDiamond notes-, I ' ' ' 1 ' -•-: M47 e., p + '� 1, ( I ; R IN.I 11 —r . 'A . _ . ,r - _; —r— I A I I -I I T-' TYPICAL SECTION THROUGH "=`--'1'� ----" ' / I CATCH BASIN AT MANHOLE I I of . I L I 11 I I 11 'I - '-Letters l hX h / - -14 1 �A .... cast flush wi top f �R; �`� STEEL ARRANGEMENT fop on ri„� of r �1 I _� FOR TOP OF CATCH BASIN NQ cover opposite pick hole -� e . TOP OF MANHOLE FRAMIE & COVER . BOT i OM OF MANHOLE COVER \ 4 , `, I) -------2,38 •Ju,si* did. ot'co-----3” � 11en socket :., I I I �� ;,t,r, sof screw ;�� _ I f _ ; I / �/i 1 I • CIV ' z- , I rib joins rim : t ' I 6' . �----- ZS D1o. C1Wropening-----�"I Outline where 1 Y CROSS SECTION THRU FRAME & COVER ribs join -- ' I I ' ie I ,; X7e �r/e , z �, , Z Ic T r."-; - s" throughout -7--+ - 1 J-1 r— A'o re , ,� . CROSS SECTION THRU RIB 1 ' I r '1 rc I ``'8#111'' '`-� AT MI I D RADIUS ' I I I M 11 I „ � _..1>✓ _I _TIS';,,- \�;� '� __� #NOTES �c--- ; I , .N1 11�/arrreandmvershallbegrvyeastironCMA-miry STEEL ARRANGEMENT AROUND MANHOLE yti SRT`` / �� _ lo .he/atestA.S.rY,.. sfondar'dA48, closr30 or WZ'S IN CATCH BASINS N0. 2 AND N0.3 _,,� better. �, /. M�� .A/%/l!x /ocod �;. i",T-1_ , -- =z J.^.,t1f0// trYO ?/d r `t/4'A//en socket set screws, 90�f0 P 09'f�� /'� a/��� f >t ��_ �' �' _ 8 R _ _ ___ it pick hole, in holes d/'i//ed vno'topprd /1 in depill •t. A// Jl«I Jflo/l he IU,&gr coo/ s� o,qd a/ _fio led as rn/led fc o� h4 = 1 1 S I s 1 1 !w I s • A/l parts of The flume and cover' excec. machined j __" k J s•4-i-� -l3 R i.w--- 22 D/p --- surfaces shall to Looted with as�he/tum point Co7LC%1 basil) Jf0/r0/O�,DIOr7s unlesY _rhot 7 dWrellr!nf/y .1 'epn. C1,fdrOi7Ce ---- Z ----�+ cleoropening frame and cover shall be tested for accuracy .1/io// be ll,ie !► train 6oi'la-n of s1a6. of ri/ and shall be morked insets before deli ve CROSS SECTION THRU RIM I frcme amid cover-.sho// oe /aasiliorred _such thal /he � 3. No ,O hors Lf A? /Roy 6e usedin lieu of No. 3 hors (9 6'" rdentilitolrcrn /ttteriny io para/%/ :v/lh 4-7e No. Q b0/J @ Z /my � used in /leu of No. 3 bar's @ 2� reodC t r vin t 1... . t - . - C' O% fj.� Cur . REFERENCES REVISIONS LOS ANGEL=S COUNTY REFERENCES REVISIONS LOS ANGELES COUNTY MARK DATE DEaCRI"1001 _I. FLOOD CONTROL DISTRICT 2-D171 A MARK DATE °ascwlp-rto" FLOOD CONTROL DISTRICT 629:`• RtYised c//r;atts #-sr charr�.li twos.<t, CATCH BASIN y�ANHOLE FRAME AND rtrswAor �r t -D17/. 6 6-/9-69 Added ncfe / /2-52 Added , r ori errrt COVER FOR 7-68 Revlse d REINFORCEMENT FOR CATCH SAS I NS !L 2-/-74 `'�""""4 A*& ROUND MANHOLES AI!ROVfD By - i��. L'j'j ," w11'••OVfO er / .t.,T�`_,(i/.-��_a• we..lTer` DY r►_eorlMEwDea_ar OATS SUBMITTED sr wff.orr tD ♦ PATE NO 2 1 57 M• V. T. I -- -1- � I lt;AN19A91 SHEIE ID Ofs l—._-M-C—T vi' •w No..: •r .�rl �t14�I SHE[T ( Of I 1, ti io%d-Nrrwr.Sa i ' It riiq seat OM 11his sftp in1,\ paved streets ,.... • :T; - 3- T �h . '•r� 7 �. . y,..5' 1 r ; � IR ori ;•t :t:i' .` t :; ,.R•.�.:i1• a SECTION C -E a CrMs H- HEIGHT N (in Oft A -A sled 1 knee . a'- v � r IIwwOOr pQrr�oov�ided Wwt /he vaduw t1/ M ,SmV.los rwt less Iinrfh• *n=wr or -660 1'•77..11 iiwt tilt re - w ,1 shall b: used. for H (in Sec. C -C) sac Dote F. L-IrENGTN L er11 re 4 flee� ynlw `L_ 0th rwiOde show on plan. L rvrany be Ineroafeed or tion wf nw o �II'Td1e rniat pipe encs. M- SHAFT' a rr..Os.'aresOr r sloe 7FWAn0 N,=*- h a". M *W" low so rated• to •I p MK Is ION s'-1� �'Nhr ere s-• mr- unpoved P- EP N F ••w�,*MttrWw1+snUrger vedime or P would u,cs (M CWoo"to s=it' d.r• ItT-T shall oe a• for valuesuP to and inchAInni a foot. T •hall be Id' � vrhuee df M aver d fest. i 7 Where Pressure Manhole No.l is spechad on pltm no Sid tows 2-0210 nelr 3. 1- 3TF PS f w • r+1 awed .rid gy nr k� �� ` I0 fto the wall! e��. l,rils $ sk i �iraf beat �poc�sA 11` Yb w C, fie Irw of °tovt p Shall W not rrtofs�wof n " ledyo of olds of manndt rleaw- 2- i7c a 3000 Psi _ 29 �/s• 5-J.Mllk rofllchrik srcEL abet+ be per 2-0171, ssre6rl b r"tl f;-clir.r fro," acs o! c.r►C t. 4 - sTI4rT.1 O N >• walOrtlrefae a Ilan "M of . C ' • .r A►,a JI�'� •b �,onkr aver r.iu i. tris �rr-� invert grade Nona. sur N a s -FLOOR o; rn•rn hots ileo bis ahtr•1- trwwcled . 6-RIN63, rsah.Cor awed.Dips �I' ecCON Oho f sheet be siesUd In Rose Sir and we�► pointcl or wiQe, irI•I t so. - - nirrswamcas si1awmm NO LOS ANGELES COUNTY FLOOD CONTROL DISTRICT ,,,,,, save "*Ci"wf,e„ J MANHOLE NO. J I 20' to 25' FLAK SECTION AND S 25' to 30' DETAIL. 6 - C I M M t Ts no. ,2-0102 0-741 . - - - - - -- - . - . - .. • - • - - See .Sprcrof 1*& - - - . ..- - - . - . - . ..,. . - t• , .' ' F- - - -- . %%.. -- librieb4--------i-•..... ---------t--•----Vorioble--;'-.(---.---•f x l. '[-• ow . . L ,.. .. •+ Set 4Den►ng I ',1 Silt 0penirg 1 I Side 0pen#V - . 10 12� I �.- 18osi� �� 1; 80fin = i f I I Bosin D I to I Cf • CY' 11 I ! 1, 1 t - .. , , 1 i 7bp arCurb • t 1 1 - flog: Sfr6r. %`%---------------=fAilcurhraesfgmp---------------t-------------------.., . - --- -- - - o; P,,/n/B-' Paint ^ • 01\t 0 w -S1roi A/ Qr1�AL-orsK A0k7 -RJdge Line fbinl M '•WrioPk . �_. 5 -Stra h16ra*or'smnote'r - __i CONCRE 1 C. REINFORCING o CASE A - L>. to %.__JrEooh b ` s���L ��sST�TUiE _Sed recti b_. D - •Splecil"/ Irak • M'Mrt rev curb tx+els, e�•res sAen be V �'I% _ . _. '� / . -/Pidge ti,ow STANDARD A 613© REIN FORCING BAR S constructed between ends o1' 1 ocol Depression. Curb k t _ (Round _Off) section shall con/21rm fn that o/'cbnlrrl/rng agency _ - - i _i IL , ,Eil�1 - _ �� -��, bpr BAR SIZES WEIGHT NOMINAL DIMENSIONS -ROUND SECTIONS • r -" �. 1 , -.1- - - -• -- - - _1 60 ire [ins � • .- - t - f---- - see speeal No * - - • - - - - -, 'Ea'isf '� • - • r _--f ,��OLD NEW roUNOS DIAMETER CROSS SECTIONAL PERIMETER 1I Cuie Point A- ' L. ' I I ,_.--f r.n1 B 1 1 1 _ G - _ _� C' wcNEsl .au..eu>W PER FOOT INCHES AREA-SQINCHES INCHES -- '- --:- ►------ Wriobk----- '---K--1--•II 1 --- - - Vsriab/al _� - _K. ,It- - - - •® �yS O O •• - -t - ) `. I r-- - -r— - ( SECTION D D 1!4 2 .167 .250 .05 .786 r Jr-,IT SA* Om"If g D I II ICr ELEVATION ---_Cf, i T�orc(re- _ .1 i3osin �>- _ _ _ , __--O T A �(�).376 .375 .11 1.178 F ' '�vr _ • a taro/ ion? shall se 07se 6 un ess otherwise , iRea►t v► �Wvl on. - Orpr>rss a f b `; - St r. 6r. , ' Owl Curb fisc rs� ' '' ',�„d D_ • b. Ekvot /ons of outer carrells ,shown on gr:nernl pen. lI' neo e/erbl /ons ort spar;.?ed, I� ® .6 6 8 .500 •2 0 1.571 t 6�- 1,4bin71A_ te•�'' • • 11m outer � o/' Larol Deprsss;on shofl con/brnl fo fTnished street surIbce V \� ,5� t 6 crr sc� note ° Line : l int M V 'Vbrioblk c. Slakes shall lone set to grv* along the valley and o" the ridge fine (ouMr S 31 1. 63 `i -Std h RIS I edge orocfuaf depressed area). Stokes of points Wand 'N'shall-be stet O 1.043 •625 - i-- -Strro• t+f Grvde or ser noteof__I on o strvi9ht grade between tops of end heeders(iron o vertiml curve • • L 4 L>. ser note f ). These stoker shall not be removed until just be/bre the S© 1.502 .750 .44 2.306 sae Roti b; ti, CASE S D Wr� b- ono/ finishing, a / Cr - 4 feet unless otherwise TMrirX-d. K -S fttel unless olhenvise spmilfM O 20,4,41 .675 .60 2.749 L .6 H - 4 /aches' .,n/ess o/he�wi;se ,fthntvn on the genera/ pf*n. r -------see somioiaft --- ----, a PotntS A and B she// be set at H Inches be/ow e,rIsfin9 @ ® 2-670 1.000 -.79 3.142 • r , e t u t l er gralde f '----I ' `--_'+�i Si* I ;-_-- V 6---;� --, r rperiel details gorrrning theconstrucMm ethis Coral Depression on I 9 3.400 1.128 1.00 ) 3.544 i e •4 I k_ -� I I. -M I vertical curve shown on.qe'nero/ pont• O Ff, I'bpel uft _ _I + I ni9osingr _ I f - I / Q -----� - --- --- --- I I� 4.303 1.270 1.27 3.9.,0 „ I 1 1 ` f t10� Curb R[FtrtENCEs RtrVISIOvrs LOS ANGELES ..OUNTY Flow , ---S1r6r. - 0 ---S1r.Qr.- • I flow - --, to l _ . I ••Keo•,»• FLOOD CONTROL 11911 RICT I I� I l rj.313 1.410 1.5'6 4.430 c S1rG� - ; J' 1 t7 \� I- 117 V Wrieb's . 7-.s c..Alowrr-J'.•�s LOCAL DEPRESSION NO.. • ' R; L ini''- �• �� i • • .� w o..,.r. ,/ Otis, The new bar numbers orr based on the number of J Inches A 11-N rr A0.,56. -OF Aber : _ _01 -Slroi AI Qrode or ata Hots .r. _ -; ♦ *-Iasi *wed Nath, ollr FOR SIDE OPEN1NG included in the raomino/ diameter of the bar n1+'r9+d 4' tb W CATCH BASINS Bar number 2 in pb/n rounds only. ear'3 numbervid 9, b and If U •t i-1111 AIde-4 0'r on round bort' Cnd r uiyo%nt in eve htond nornino/ cro» - see hole �b`,,/ Point - .1� O '''�P - . - ly %_soe noky . ,� ,...f. 9 i9 -- ---- A CASE C - - - - - - r I of c,..l-aeo Aw,w•w• •veno+es •• o .9ectlon0/ Oreo to the old type /. li and 1�•�uOrY bars A 1-11 fJ •l• �IO,.A•., 4 . .... / F. - JVt • Ir:. . r•qLOS ANGELES COUNTY --v.ttliwr _ •.ceia�o.s •• .. Owi[ =0 ,i - ID ea f : '100 CONTROL U 57PIC-r L\ Devised I -IS -71 2- G � ! ( - I(_-_ • t n• I j •sefF'Pff*a �00 It 04429'0f4*14ft w•ewa+Ird . .I i I K -14 .. _d ' / ... 'I._ .•.,, / i ' e 414116.-.- ...'Ae / � � ' r` A. /,IIS• !w s P dMN q/ It � � '`d 'd aT•• N /s!'P 4W0" -o `�'1 AWM Cdree M w dole~ r,wrrn a111r ~ Awl snows , e NOTE / 04worr a* 00/10, -de - a wr wrY Ar COO"" 011e sells► d/ 00)A Nww eMrt t 'A w o1 w alar ower M wield /, a" srPPet•►Awrs ipm". dleorr,� Iwo 8,000w w prw•rly 1-Af rs. X sm Perr Ivrea ~ M wlRdw w w'0 A GOO /'cele ♦e'1 M M ewe /Awe A A,/ ow►rrol 0~ Imre MIN M /oAre,•rr.I AIM► AYIrr',sosm S /►wtnrw ar sp tw, Awwriwr &Wiwi vela r nrclrr/ wow tree ewe.• C~ 0000'•w N liar em o Aww•r •Angola f, Aw' dj when/ M AW Ned Are/ at ortinww•o ehwwr wrwq aefsse, !. r (,; Itnlrte am Ager • rM"WagiL T'dhwlr or !%�Iwwr. Ova Ater M , / "w[iswwl. M IMA rwr Are► A ~ PMd'r4r• AW hr A/ hem Awl. war eerhwr I� tom► ov wlr Nae I am" Mar are MOMW 0e ani/ M t �'wrrlr Promovley neral ......ore o f CA rho dr—V w/ hal ftV Aur. wltoAIll r.wr 14 d �«+� I• ~hal el••IIs► r saw Aur► it ,tura ,add /hwr Zi ~ oar rwawl Iloilo, a jpAN • Celan e.eser are IM M ew•+ew/ wow sews, hal ddrrr AM* Awe Aweo 0'm soxxv so ,rise rural rear •wows•• abwsrr Wo Aew• mw towed r,,,,„s w r �re,rraur rwworl » rho WW •arae wool wow OM Mo wort Intro wro /•wm o.o e,a"'s ,.Oawrogr. eAard a loft o�rrr M SO W- , f. ewe+ 0.0* A/be ,Iola • snMSIM• tt'wI Is;ows sdarewrr +wq M one iia ..r.......0 sJ'.rMrwo "ormigw - w M www/[ Swftw sowed M tl+lyder woo A." Alwin M"Maw / we e,•►M hr me SO~ OwrM1[ -W - •••n r rue •I Mlr(mv SM OwS Ar 2-OrN A LOMM A Pira• Role • tett' fur ry Bowl mawet .amp Ar •rrarrar Calor a t 0, Atw• •Atli .nw r.emlowo agomm M d r awr d.s M6 Z -024 / ..S -! Ar..M••iw 1. i .*,~ ,wale. Aa.ww M •r SAOW s. C.'s, /'den 004W 1e dlr Mo~ b do"A Ma. 1-04M. 2.02wI, taMlr. �dr. r wrrl/n.r Sf..w..O..a,ur of de Iles• oro or ewtPA M11�► JA~ C"Weefw►, r /owl: ,•ofrr de AN twle�/A1fr Qr ALL Ah►Cnplrl�` rwlrc~ AwAw a ser wrtl aw "M J, *wog ova A bur soft ` �i 1 AMs awl A &WOW W *sell aur A e4 as/ all nates )swore OW WOO d" Moret • A tr / - * 4"' . . ll, --- ---------�-- , . a ttIr o " Ar �' ' I - �� `.0 � �./ � AWAwd"vow ewer drew. W" war wawa • � q ,Swce A dwehers d w F 1" POWF e►w•y P /lodawl eel . Arww+rr dlw wReAw or wed wwehwr dI Ap"V rwwrs a"rsll'r . Z711:1 s em*dr trews+». slam A wlenw►o w OOPM t.wwh►. P*rw+n wool ant'i►aetl L'I'ER'NATE �IIETHOOS FOR FACE PLATE ANCHORAGE ��� - - -- - - - - - /v cit one for -tu ,c,an o prevent vrnui9 -� <` / • S Sid 6&A, wrv4vAt . {, % i s ire/ ^F^r I ; 11// t * -&-Oft &- l / cl a /r ei. ` � / \ / , s/birl/t r, Ned/ ® r 'R' •/CoA AeIM /- ,45ocAet srisererr Soo Notes 1 ` 'J, �- r �' '•. 7 rI A -- , • • ' ' .. 0 .,f... . R!, ,-'IYIM: boss or s/aioNss �: _ , _ - / . -L �' f ti s/eN soche/ ser acre. - - t - �; -I' f on inside or Corch N -A v, !k, BIl%Ir. .-I, 5, ? -f- -i-• I L------------- --------- '-e `"., row \,yl-- 11 15M 6•Ar. wowth, S/rr/ eag AA1rr . rOri/r NOW /ep f9rr # , i (reef �A • . •I or stein/e„ ,feel ,oc•kdt sol/ Scrawl Pbr Pr0/eCAbrt �tl % Cave%ny 1i !it snug over rnlire /ro9M. t e�nl<ied on fht couP/in1. Spocin9 Data, sea �-_. 1 +!i'a,' ``, T•-- -- /,O ofnon-tapered Std. Pipe thread' Dwq. No. 2-0232, ----- �tA J_ J � �i► DETAIL; OF ANCHOR .4 . '. Ar #, if -so afC64-AArsirr - •• - . �JL_^�1� — -IA SO£CTION SNOWING LOCATION Of A "~• Nb ----- ANCHOR AT WALL OF CATCH BASIN See Note 2 -abo11 SLpoor/ Per Dirlp.— a — ELEVATION FLOW ,'' - ---�X�"Len- ---- -- :-X -� w9/h --------- _..'X" L�n.9__.._._----llb•e s .; �I �`` • - - --- - ---- t-, -See Note 2 SK Notos-. , -FLOW SECTION A -A ow _ (rncf.f R OF NUNBER Or SLIPPORT X LENGTHS sous S'10101 / 2 10' to /5' 2 J 15' l0 20' J I 20' to 25' I S 25' to 30' SE 6 9tJPERSEOES A:VMt THE SAME NUMBER DATED OCT. I91S2. Oh► TEs: /. All bars shall be 1-60'r, AM -rotors stirs/ per A. S. T. M. , DeOgnallon A- 56 Bor lengths shall no f exceed 2/, and shall be cul to fit in field. ot'hon 'W*is over 21, protection Dor shall consis/ of two or mora S00AWS depending upon length o/ bosin Locotion o/ special support bars and odditnol © erose socks/ sed screw sholl be di/erm/ned by Jho Engineer In the field. 2. /nstoll couphn9 o/ downstreom end of colch boson opening. Q Superse*s Drawing of some number dated Aug 5,158 (*Aew.l194 r Sc►^ers�de�b�rCtvtnc=OEMe�afree-num.hrr-ddreti==dr -�8- RESERENC[S REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT ,.... e.w ...-..L... .... •... ...•....N.. t -D292 Q -2►-s9 .nr.•;fro' &*a REMOVABLE IL -K Steel dw set erew rl�r�,er,e.e.. PROTECTION BAR FOR CATCH BASINS 111111 ...., .,. 1• l,. usul tto•TCIMK ,ac'"a n o.11 2-D175 r . street 91'" -- M11 11antlole "Ifo and carer � - Men No. 2-0 4M Irdyet ti be 1-00 d �r.�� 01 * I --. ;•'�to 3• Radius .Cl�_�''T i-�i1fr01n11!ad N I - A� ;) L .I _�J - - :-.�. PLAN (Shaft not Shown) REV. DATE "_t J flman a 1.0 of *W t �( ANI sural Aster. l +4 bars, 4' 0. C. y C\ � I "IV \\ct I/ < `�- �< /4 ik1t. - L I -s\ - ,c. IJ - rr_- _Z —` I I— I DETAIL N PLAM (shaft not showo'4 sees Note M L '� ,Icon Ste 9. N'� E u �_ ��•� Is' N IS O.C. 1 is u 7� , �� for 1 _V14 ••q 2-1 -" . ' I<51 I or 36'RGP » , MC��. C✓• 1LAW, • • .M--.-. __._L!____Arwrl•+c w1 s,ew Awl tlrleareart . sK Oar•. •► w wMrM►hr0 rIM►+ny J'r10*Abftr .ell fASrNA9W.j---_•r'.•taereer , A lroad r • skong r - - n . . - A • s wrtlarr ,Ilene Jr� s_ L-�1 i - _ �" - =•'1. 31-07, •r-0 beft s 111`•9-1 A.B. T "a 1 if' I �t0 ' • •• -d . . •'. "-�4-: . . ... - ! - .. .. . I . . . e. I '%A"- N� • , �i Of o 1 .1 w .• a - a •I °, �,� _.._ �s..� 1... _ . IIS %' '-1 - . If .�"-.--ArEr AIN• •, • � `•»--1 IAh M fell U. ,,�/ .: •-- .--- ,.,walso r sloop,,, rt -02940 ' 1 I' ' . t -.-. /, f OAOM + AA[ A►ess 80 Selraur SW .ei ri' Allen MMxetkt Apeft~ Aisit Sow ft" ,r f .-•.........._ _ `< �- CJr. t► prreT► f ' I►esr; 'Har /'ee w s.Aep► lar► /Ar st► saw. 1•11 ,••.. - /0 / fe'vemial s,*wr3RR awl+rO Avow topnert/ -1--,-4 Or A Sow iam asiv par AIbA/ Sllssaoxa. r'" `4 s **of - �r f...-' :. ' -L "s 0/8 Ielr sswlttlrlr aftn om dame s Me sow of tete taloa Aril. torr me earner . . • ' ' : 's of Me "Wow p+rrtrrlen Agar. .foo Awl s 48 .. - . •, r.4. . _ lM� .:: •e ' . .�1..,., . .i srrb.ral . $_=e 0C Cents► ••err srdE l . .r-1'3000pe Allies ler . -, / f -cw" s, savom aw ww► Also Ott C~ s' *vow der/ ■elw. - dlra V lln► ewe \ fir At ' . -�► p calla t'se, art ' - I ft 1 ,-_19_� * I %, •" - I t - . i i 1V0JV~ All1e 0 1 It' I I %% a Ill I ' - T }__- ---f•- -- ---T- r'AQtL 1 i rAdr . wow i �` ! s~ Ay drn.narr JIM *0 00 • . I, /*tare A , L , • `no 6VIO A V eavlhow move Iworr rr ~~ i 1 i w , � . w . .....- -_ , r ---,t_ - !--.L I ~I ' IML 1 WowMgrrrrrtl r-j=-�-_t a i . ir- - - -.#----�1----�----+ ® FACE PLATE END & SPLICE DETAILS e - wor"llcM gamma or !esti mug" liven' •••.. LOS ANGFt FS COUNTY /tOOO CONTROL DISTRICT 0 ETA& OF CAROM BASIN OfsEANN11 r s i- Pipc ata/ --:i: 1 I I �1) '/ � �. +�1 ' ,A • 4. .wld .+Mies1 •a .-Z , r , i_r" I I ti F a , Ior 13 11 V111 I i ' ' 1 - - L , - _1 I ' ,, f"'� r . ; •rel in 4,�I � _ MIrT ' -- I.&J SZ _ t- r t' 1 t Tt -, >:: [x N 0. 14 S' cJ Oce Mite I/ Cyn, •.' : ad�panlc _ ; ,• :....: I EXh.3/31/G3 y�. .fir, @c 1 --- --- --1l� »i s optional lbarlo 1 • .. ' ,:.';' • ••.. SECTION B- 8 Q' • _-•.' i �, f rills DRAWIN6 svAfP MY eMr111. Jlc ! V 1 �-� ®� � SECTION AA Of THE S411F W. DATED 1-7-59 CF C Ai.1 t. /s G�••T [EJB syr' fi� . 04-A 4 DWG. NO. 2-0232 ►vow • A -' a..der I r 2 MCCUTCHAN CO., INC. CITY OF FONTANA , CALIFORNIA 265 N. SAN GABRIEL BLVD. x(818) 795-5162 PUBLIC WORKS DEPARTN�ENT PASADENA, CALIFORNIA 91107 Drown by: SOUTHRIDGE VILLAGE Scale : AS SHOWN Approved : 10 � 444 400- g� M. 0. t --Z Designed by: TRACT NO. 14050 Do • GERALD E. TUTT R.C.E. 1437'3 Dote Q STREET IMPROVEMENT PLANS a — 17ta Checked D11'/9• Me. IC Approved : .Fl�A; DESCRIPTION APP. I UUCaB G. CITY NGINEER /�33 - ,Pk .._,,... }. . --^ a R r REVISIONS ,.... e.w ...-..L... .___.... H S Ar EL .rs-s ,s..wm Qrr«/ A I-"- Arr.•a/ ire./ •a T . r V -V r ro.•n./r.re GAK-n1 t. /s G�••T [EJB syr' fi� . 04-A 4 DWG. NO. 2-0232 ►vow • A -' a..der I r 2 MCCUTCHAN CO., INC. CITY OF FONTANA , CALIFORNIA 265 N. SAN GABRIEL BLVD. x(818) 795-5162 PUBLIC WORKS DEPARTN�ENT PASADENA, CALIFORNIA 91107 Drown by: SOUTHRIDGE VILLAGE Scale : AS SHOWN Approved : 10 � 444 400- g� M. 0. t --Z Designed by: TRACT NO. 14050 Do • GERALD E. TUTT R.C.E. 1437'3 Dote Q STREET IMPROVEMENT PLANS a — 17ta Checked D11'/9• Me. IC Approved : .Fl�A; DESCRIPTION APP. I UUCaB G. CITY NGINEER /�33 - ,Pk .._,,... }. .