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1803-20
- J' .y, - - . .. 111611 II - ,r , "� I ., .. I �� i . I, I I- •• . ), t .. . j . i TE -SEC B -Q Bot to arch-- use cons!. i/ of Dor k . A . .. _ . `� - . I- • . 4 A_ .._mss-- __ _�-- �---. ,..s �_,�._..-.. - _- • .. . . i I . . I a 2 !Ona/ connection �-__-- __ -... joint: • Bos or orcn to pipe - lise cons t it of bor or arch A • $ , t rz . `(\ rt i ' r(p/pet or � "f 4"ar r1A Or 4 $ + + � - _I 1 rtA(Arch) iSss Nots 9 1 1 .- _--_ f J. - -•- - �-•- - - -- . . 1 1 e A I A R. C POO • R. C. Box - I . N C Arch tF Of-_ -_.._ - .. -. ____- - - ---- R or -_J I . . I I I 0 . .-_ �-...-......- _ T __ •• ��- T_"-'--,-._- - e . / origNudino/ distribution or ie Dors. , TE -SEC B -Q Bot to arch-- use cons!. i/ of Dor \i' \ __STs�•-•�'`' �- 1 ----.�_`�__-- ff .- ��it �r `l, i-r(Pi J or pe • rpA(ArrAJ E rt4 8 - -T '`-'"""-'-- -'�' _ - rhe htvrtonto/ 069/0 0/ drvrrgence or convergence, 9, sho/l not exceed 5' 45•. 2 Re/n/racing frAorrs See NOfe rr-••-• ties/ Dar sires, spacing, potters 0041 cover over the stove/ sho// be _ - .• rj as follows: . s Plain or reinforced �rronsverse ,t Box to pipe and box to arch - that of box ser::ron. Note .7 � PLAN rt Arch 10 pope-- that o/ arch sec•I%ar. O, ' Arch to arcs; -- that of arch section having the thicker wolfs. port t '° '`-&420-C-2000 The bar lengths sholl rory uniformly throughout the transition. . A - t, Tj J. rhe concrete thickness_ $hall be as to//ows, A' - rf4"Or rq WaTj • 1 Box to pipe and arch 1001,2C -that of arch or bor section un/est the • r�(PAnhJf Note 3 ' " T I •. wall thickness of Me pipe plus 4 inches is greater, in which toss .� - _Ste - ' - _ R.C. Sox Me concrete Micknrss shall vary uniformly from that of the arch or ' . l • '' ' - . �----- bOx section to that of the pipe wall ' CASE 2 - specifications-' I Box to arch 0041 orsh to orCAi-MoI of MesodjolaitV bor or arch 196110 ! -- ;'il I ,p•; : I. :'q'.. ; p�; section of each end of the transition end shall rory uniformly Ni WP (see Note �J shall be encored when laid within the moin,line excavoled _ _1___ between the two ends. • 1 trench, 1.or when laid on fill which has not been densifleekj _ "� . SECTION B -B 4, rte interior surfoce shall be smooth and varr uniformly between the two . CASE i NOTES= CASE I AND CASE 2 CASE 3 - SADDLE CONNECTION ' _, 6nummow. ...-,,,``` odjoininp sections. -'- - ___ - ,____ 11 � r:• \ \� ....._ - 5. AI pipe junc!ure. embeOmeat P shall be 5 inches for pipe sites of 96 inches , --1- I I. . Tis --LTi or /ess, 0041 B inches /or pipe sites over 96 inches. Class mortar-, ` I - NOTES Sd - 6. f�frjeoo p.s.►. of ?e doys. •' i /. rhe hor&ofild aavvpNgN of divergence or convergence, 9, shall not teed one - half the inside diameter of the main storm drain. jris - To I. Keyed construction joints of /h# soom t# dimension s as /hose of the bor exceed 5.45'. / y _SVD C Or 2.. rhe re/nfOrcing steel bor sue, spocep, and toner over Ike stNl 0 or arch $ection may be corrieo' through the Ironsillon structure, ot l�0 controctor's see sec. 9-9 I. \stro/ph/ \ - transverse bars in lop or bottom stabs, of L-bors in • top or bottom corners, of straight vertical bars rn side waits ' -- - option. obove. • .L.... • • and of tonpifuditio/ distribution and tie bars in tap or bottom -section _ 4,lw. • B The transition structure shall be cons►rdcted in ocEo?donce with the gen4rol • T_r(pipe)or �" _ .�_��_ �` =:----, Soo z ► • strutlurol notes opplying to box or arch struclures shown on the project , drowi0ga. � I 1 /.1%% " L rE of rbq or j • `-- - preoter rhe bor lengths shall vory uniformly throughout Me transition. , SUPERSEDES STD. DWG. NO. 2-0185 . TJA (Arch! see Note � � , 3• rhe thickness of the walls and slobs SAO// be those of Me - s. ;-Bockfill -.*)t-' REVISIONS . LOS ANGELES COUNTY . maximum.-. . rs� odjo/ning bor section o/ each end of The transition and shall MASK OATS OAACtrI►1•o.. - - FLOOD CONTROL DISTRICT - --- --- , 5 All corrugated metol pips and litlin s shall be galvanized. 9 4 9 (Y3 ' very uniformly between the two ends. . --Ir TRANSiTION STRUCTURE 1ECT1ON A -,A - 4. e, + 3000 p.s•i. o1 28 days. the '•o• . NO. 1 ' - 5. transition structure shall be constructed ih occordonce g•/M . PLAN a 'SECTIONS - • . i . )( Ar ch moy hove o horseshoe - shaped, . circular, e•/liptieo/ W similar cross - ••• • •.•..... L _ _ .•.».•... c`w H - -- - A"ACWCo .1 ., H`I} � !f + JUNCTLON STRUCTURE • .NNr' f eCliort, - -- 2..0.1..1 , .--..-*h t D •.. _ _. aIV SCALE Im _ _- �-_ NG'NctA - T � um /. DAM ��1 � ... A - N 0, 4 _ - = 6. Details of construction joints and teywoys shall be as shown . ' _. s NgNE ,rEt iq1tiro ----- -- -- - . W' - - -A - .- '- .- . • , . ,, For outlet see Standard Ts + . / origNudino/ distribution or ie Dors. / Catch Basin pions A Jrsa a \i' \ __STs�•-•�'`' °'e I "( ' '' A- - ��it �r _ -\______________r .-++' .•••..-::r� e, .s. Too - L -Dar " '-- (818) 792-3096 SANTA ANA (714) 250-5525 SPRINGS (619) 320 -4220 CUCAMONGA (714) 989-8983 CAMAR I LLO (805) 388 - 2344 t • t%% r "- % j . . rr-••-• ��.•-- _ - I - a 1 s Plain or reinforced �rronsverse - . . , i ; f.:/ -See Note .7 � iq 4 O, port t '° '`-&420-C-2000 PLAN • A - t, .:. .Connector pipe A' - . I See Note 4 -y ti. :i ' •' °p� set Hole 3 DESIGNED BY DRAWN BY - -. 1... 4"Min.-4 "_ , Closs'C" mortar -R.C. hair center L1_11 --- - _ . _ R.C. Sox i . • , _ \ ,, J,,.-- j! \�411 .- Vertical bars - - - - ; CASE 2 �. S'.i S 'St -Z sem- specifications-' I 196110 ! -- ;'il I ,p•; : I. :'q'.. ; p�; All connector pipes (within the angles specified for Coss 2) Ni . shall be encored when laid within the moin,line excavoled _ _1___ L-bor - • 1 trench, 1.or when laid on fill which has not been densifleekj _ "� . SECTION B -B SECTION `` . CASE i NOTES= CASE I AND CASE 2 CASE 3 - SADDLE CONNECTION ' _, 6nummow. ...-,,,``` 'rte.-.�..,,�` ,.. D shall be 24 inches or less. For smaller values of A and . r:• \ \� ....._ - .,....__-*--. -__.-- , --1- \, _ SECTION 13-8 I. . Tis --LTi with faddlts. Class mortar-, ` // NOTES Sd - - PLA �- re /. rhe hor&ofild aavvpNgN of divergence or convergence, 9, shall not teed one - half the inside diameter of the main storm drain. jris - To %% exceed 5.45'. ,. - • .. • - C Or 2.. rhe re/nfOrcing steel bor sue, spocep, and toner over Ike stNl 0 res / \stro/ph/ \ Tl transverse bars in lop or bottom stabs, of L-bors in • top or bottom corners, of straight vertical bars rn side waits ' -- - 1 1. -- - - \ _ _ and of tonpifuditio/ distribution and tie bars in tap or bottom -section _ ; ' . • -�--- 'I slobs or side wails shall be Most of whichever od/oinin p bor • provides the steal ore* for each type of bor, B _.__F • • .b . ;p; � I 1 /.1%% "- I 4. The opening info the main storm drain shall be the outside preoter rhe bor lengths shall vory uniformly throughout Me transition. , - diameter of the ihlet' pipe plus one inch minimum or 3 inch , 3• rhe thickness of the walls and slobs SAO// be those of Me - s. ;-Bockfill -.*)t-' G 1 L I ,. r maximum.-. . - odjo/ning bor section o/ each end of The transition and shall . ; o: •o, :o.-- ,- # -' Pipe bedding 1 y ` \ P ► SIa.A , 5 All corrugated metol pips and litlin s shall be galvanized. 9 4 9 Supersedes drawing of some number doted DECEMBER, 1953 ' very uniformly between the two ends. . --Ir 4. e, + 3000 p.s•i. o1 28 days. the '•o• I --� 6. If Angle 6 is 45 degrees or less, use Case I. II Angle 8 5. transition structure shall be constructed ih occordonce g•/M . is greater than 45 degrees, use Case 2. ` - the general, structural notes applying to bor struclures, shown . JUNCTLON STRUCTURE CASE 1 ' 7 Burn or chip end .of Connector pipe flush with inner surface on Me pro%ecl drowings. . , . Of moinline pipe Round edge Of concrete pipe or reinforced I 'L N 0, 4 1 6. Details of construction joints and teywoys shall be as shown . ' pipe. e1.. . • • - rAA,c . on the project drawings for single bone/ box structures. tib _ .• _ i- ria �� a. - - i SUPERSEDES STD. OMKi. NO. 2-0188 bdoommommoa k - _-...- - REVISIONS LOS jrGELES •CpU •Y OFSTRICT- ' - r' i __" J �' r' MW OAM DESCRIPTION FL000 CONTROL r_ _-c1 r cCIt. D,p..1r c••c....c•_ •161•.19 61 / TRANSITION STRUCTURErY: t• I -1 ' - .- a 9114.�1._A -A ra N0. 2 , + ,,---- . - . PLAN G 8ECTiON9 + I ATE I C.M'.H. ARAM/ N Mt 1 -- . t I • . NONE MAR ,1966 - er t,IwTTo . NO. " a �-- NONE JAN.'S1! fNEET 1 of I 1 NOTES F' ; . I. 'MAtt DL[ fUMS AND cava[ Wk A disc OF SRAT LAST ICON toNron to% - TO ASTM A•N, CLASS S$, Aro FAINTED 111111 ASPtWTUt Will 11CIM FOR .. , WHINED StwhCES. - 2. FOttMMIT N1AIt S101.1,K SiDlet ON TSE INSIDE OF TN[ FRAME AND ON TN[ ' . NOTION of TTS[ COVEN. . . S. THE IMIMI FRAM AND COYER WWI DE IMKCT[t IT TiE 111110110 /RIOR . y ,TO SNIrMENT. ACCEPTANCE ALL K INDICATED eT NRxINt VITN TIE . DISTRICT'S STENCIL; - 4. CORNS SMALL IiAN TN[ LETTER 't' FOR $190 DRAINS. r \ $- COttdd FOR WANOLtS LOCATED IN EASMN TS AUAVS, PAANOMTS. AND ALL y tl'�KA (LAC($ t1Cf" PAVID STREET$ VA& k r+tDitlOEo WIN Iltttx $OCUT ) r ENT SCAEY tecxlst KVICES. THE C TCR % Alt DRILL Atte TAP TO �q s. .. 1$1/ELSE-s<irti��•i$iiNTiNKLEi iriTUT s�cuiN$s Te rlEs Nnt Allo IRSTAtt +r , ��,�.., t • . e • , t,�, .'�\ sty` + - /I IiON 9. Cora IRS DESIiNRO, TESTED AND rlD10lik"TEO eT IN AP04M JOIW � � ,I ��"11 COOPERATIVE COWITTE[ WHEN CAI 11`00114 CROT[R. ... �t •,,, • s LO I ' FIVE (EIIR CEWNW NTTfA0tCA0fNAlaG VENNHEI1EONr 1i1ORE THAN . BOTTOM PLAN OF COVER ', ' , i , n 0604/1 t Aek, R ft... )Vie hl/ets, 4P I- A '"o ..... '' ' , ` s EEj . - D. .. _.. i. .. fl, i 0 '11 . - __I_:iQ_-_ . . . I I trio LI - jr11 -1 0___D . i.... I •.. l .lc�Ns' __ • t- - -_ I ,� ID ,t F , Surfocs of kHer I I shall k flush with SEC ION A • A � i d 1.tr ' .......4 finished Surface of covsr. DETAIL OF LETTER - I,-------------.--,---t7r�---•---a k I SUPERSEDES DWG. NO. 2-D 81 !Is*• • LOS ANGELES COUNTY ,- 'r I _�/es , r FLOOD CONTROL DISTRICT' � .�.;.e-------- _____- -i!'C- •� • . , STANDARD • •SECTION 0 F _ AM----..: '' .. . I . F _.- I 24 -INCH MANHOLE �..�:. I 1,4_I;�I _t FRAME AND COVER ItEVISIONlI , ,, .,. , . It _ FAM, DATE I asecRl►nON - -_ I -.' ..I- j - a.tcw. w - i ••tnrr.rASt. •1 opt" =11 o� t •» c�r►oxdRlr�lA/ sir ittrr.r t---, -i• - -...: Y..C. M. - wT,/rrriwd #Air 1. I _. - �--I ! �, C' MMM.•. h ' 4 Y4 '. • « .n..".w .p,.t► -.'.. /! •Ai .to i''"""'•• DETAIL OF FRAME E D"Tc DING. NO. 2-D472 U.S.-, tt r - None4ior 6"'97, ewtET I ' Or . s , • : , part 4`c.a-� ,-.. , 1. t , . I .-. ..._..__ -.__ .,t For outlet see standard AM96._bairs// -..--- ✓� -A bars (inlet pipe •' catch basin puts, D inrhts A Bars / -•. -�� - --iE '- 1 r - ` . .N 12-39 05 00 °_.''1 I ' Burn or cWN pee f0 i ��_ fa ,, 9' • 42-606 s"1 r 7. Catch basin floor . Qt ,turfot;e of concrete , 4 4c5 . / I toner r int. , -y " . Note:When catch basin foils l dQ &42OC-?DUO cont: } AG or rep pipe• , Round edges of I o, on lop of box,lhe opening may / a �' en.;oserrtrnt whet{ more t _ CMpn S I 1 _ -' , •• be formed throeooh floe of ; Mist pipe .. �� _' � - t �� �- A.C. ipem � j , _ r .l- � � r � o P catch basin and (op slo� of box. � Q' I 1000 one section of 3 - r \ / `u - • of pipe it used Fib -.- e6. - - `-See Note s ' • ,Backfill with. "> cr..J ¢ ., - .e I J • .; i • " -� A Dors �'> ©420-C 2000 `� y a +•`'\ f' ' yrs_R.0 Box Not N. -Q IV; A bat- tV �� � I '. concrete .e A . Di , Fp__�_ _4 D , { %2.0 I - _Q_Q 6. _ min. orflq- • ground k__� ` _L/ r 0 } ' .b cow"Cl fail �+,` • 6 e 4; length t D In ft.+ 3; � ��, • Uncompocte0 ,-2-A bars to rsk.jive A ' N ' ��__ > 3. placed under cut bora 0041 on Ir hockfill - > A , density reg d. > 11 A 4 a top of uncut bars. in bottom I d . > '- CASE I SECTI N A -A CASE 2 Imy *Poe - SECTION B-8 k � top slob. Omit barz that fell l SECTION E -E 6 over sidiwalls. I-- -Y - - - -- / I Mtn. beoripsurface ,' %` 11 -r- 1 1� I 04vals O.D.- • 1-T I- - 0. F_�� it .\ +,. I 1 h I . f Bstwten Od- �% ® -C-3000 'I • - ---Cut Dors.2" t .., 4 S • 8 90• i 'r ,r 564 - - --.�n (.er l _a i i �I Concrete Boom . - -- - _ r \11I I Clea of .opening ' / . i' \ / I . 11I ,1 10 . - [ C" � ____- -,r *s 6 6 _ Oil _ I _ . '--------A - , `L A� _2_1 . I -- �A �._ - 94 t-6-"_ .. u 5 (' 4" ,to be placed//'SECTION D -D I V" NI ' 2' clear of hole -' - _ _ _ J�� . SECTION C C CASE 3 - TOP -SLAB ENTRANCE On 30' OR LESS PLAN ` CASE I- BEAM SUPPORT CASE 2- COLUMN SUPPORT RE FERENCEs REVISIONS LOS ANGELES COUNTY D• 30. OR LESS D•00' OR LESS FOR C.M.P. --- . r.AA OA1S O••CA.►1.o,. FLOOD CONTROL DISTRICT' D-30' Oft LESS FOR R.C.P OR C.P. . r.I,, .104"10 ,JUNCTION STRUCTURE It -0-0 AW4 A:: ?.Fe NOTES: ^ Ar N0.3 ' I All corrugated metol pipe and fittings shall be golvonited. nz a r` `v.' .� ` ''�` `a`s�rk'/`", PLAN l SECTIONS j 2. Ute Junction Structure No.l where site d inlet pipe exceeds dimensions given above. � ' 3 Unless otherwise specified Cost 2 support Mall be used. A A Y t A.-.}�•'T�s"' ""VA ' 4. EI."S' shall be specified on project drawings only where top of pipe is more than 12' / 4.: ,...... I` below soffit d box. • •M••• tr ri1r: •1• _14DAT -.4 �; iA ,.0 r , , I . . • , . ,, For outlet see Standard • /Plain or reinforced OAT. 19cIII►/,oN O •'1:' / Catch Basin pions A + / to suit I concrete pipe or C.M.P Main Line Added NOte I• 9-66 i'2evised C Len f °'e t i conditions �r conditions PLAN a. CTIONS - e, .s. 0RANCHO -- -- - R. E. I I I -1. . -- EXP, - , " '-- (818) 792-3096 SANTA ANA (714) 250-5525 SPRINGS (619) 320 -4220 CUCAMONGA (714) 989-8983 CAMAR I LLO (805) 388 - 2344 t • t%% r "- ,` r • • t I -- min. See NOIe 4 • " ` Co1C Ibosin Floor _ - I - a s Plain or reinforced - . . , i ; f.:/ -See Note .7 � See Note 7-�\ - 6` ' cont. plpq or C.M.P. 4 O, I V' � 1 A I'It t '° '`-&420-C-2000 PLAN • Seel pi Of 1 1 - i Intel pipe -- -- B 6-19-9b •min ~� Cone. encasement �� .Connector pipe 8th iNQ420-C-2000 D n' t"•. Elev. S. p See Note 4 -y ti. DATE concrete or j •' °p� set Hole 3 DESIGNED BY DRAWN BY - -. 1... 4"Min.-4 "_ , Closs'C" mortar compact sal `-f ; ..• I t.:. •; 1 � - -- it relative density r,' . • , _ \ ,, J,,.-- j! \�411 repuired by r/ rp'..:p:" CASE 2 �. S'.i S 'St -Z sem- specifications-' Pipe bedding -., o ` '•; • -Note; -- ;'il I ,p•; : I. :'q'.. ; p�; All connector pipes (within the angles specified for Coss 2) Ni \ Undisturbed earth -- //11\\ shall be encored when laid within the moin,line excavoled _ _1___ • trench, 1.or when laid on fill which has not been densifleekj _ "� SECTION B -B SECTION `` . CASE i NOTES= CASE I AND CASE 2 CASE 3 - SADDLE CONNECTION Moin Line I. Angle A shall be between 45•degrees and 90 degrees and NOTES: CASE_1 D shall be 24 inches or less. For smaller values of A and 1. Connections to pipes 21 inches or less in diameter without larger values of R use appropriate standard structure. junction structures of p(ecosl Y branches shall be node ) 1 _ • with faddlts. Class mortar-, ` 2. In no case shall the outside diameter .of the inlet pipe ex- 2. Trim or cut saddle to lit snugly over the outside r.f the 00• 6 % teed one - half the inside diameter of the main storm drain. main pipe, and so its axis will be on the line and grode /- ,U %% ,. - • .. • - of the connecting pipe. Or , I 3. Center line of Illet shall be on radius of main storm drain 3. The opening inl0 the pipe shall be cut and trimmed to 1 O.D.1' - 1 1. except where Elevation S is shown on project drawings. lit the saddle so that no port will project within the bore i.4 -�, Min. // < �/-I, f` 'I B of the saddle pipe. • .b . ;p; � I 1 /.1%% "- 4. The opening info the main storm drain shall be the outside 4. The connecting pipe shall be supported as shown in Cases 0.p_ '•': - diameter of the ihlet' pipe plus one inch minimum or 3 inch I and 2 . - s. ;-Bockfill -.*)t-' G 1 L I ,. r maximum.-. . - . ; o: •o, :o.-- ,- # -' Pipe bedding 1 y ` \ P ► SIa.A , 5 All corrugated metol pips and litlin s shall be galvanized. 9 4 9 Supersedes drawing of some number doted DECEMBER, 1953 a ; P` •'d• --Ir LOS ANGELES COUNTY '•o• I --� 6. If Angle 6 is 45 degrees or less, use Case I. II Angle 8 FLOOD CONTROL. DISTRICT _ is greater than 45 degrees, use Case 2. ` - SECTION C -C' SECTION A•A x' JUNCTLON STRUCTURE CASE 1 ' 7 Burn or chip end .of Connector pipe flush with inner surface , . Of moinline pipe Round edge Of concrete pipe or reinforced I N 0, 4 Z'•" t' REVISIONSconcrete pipe. I A. SN. _ rAA,c oAit otscRlel,ort 08. Station specified an drawings applies of the Intersection of inside �- ._ . 11.111./t 61 1 6-66 added added - wall of main storm drain and center line of inlet pipe. .TCa.•"t.1Ot•.1 2►. Y.L .rte rNO,••1 i- K_Q.; 1� 4-1.72 Revktd Ccncrttt,pttipnoliw+ __C %`•c EaJ Mw.w•. t..a.- •r. r_ _-c1 r cCIt. D,p..1r c••c....c•_ •161•.19 61 A1•MeOVEO •Y Z __ __�%�1. Iwe, ni r1. # At. ATE owe. NO. 2,D 19 3 C.M'.H. . t I NONE MAR ,1966 SHLET, I or I f 3 - - . ° . f am - NOTXS _. A#'& c I • Art �„d rhe hOr4on00 O.•19/e air convergence apt , ... O bars --A bard F b#ro O',I t-9t^ce ,0, e14olf ^Or toeeeo 4' itf:- °r"n✓ a ;; �• s 1'a.wes Oo,- A, B, C 0, ono' Of ore shown IaVA*fVAtor Nandi" .••.. �: I ,,r% fr.e p.•ojecf d-owrhad E.I%r n Rbnd %` ,::,. <YO d I I E rt • O t �� ^Sore s'•o,1 n ,• "en -t4.• rev b - Nott . / + / ;, .. � i .f. Pi dha// eQcro/ Y&W psi of 4f doys. • sd bora I _ , _ r T f I 8' /e o C ', 1 O 4. F100,9 of` 0 veft,t t sholl .40 e/4. / • - r. v% h I ' trvwel*d b 4orurywy lint./ B Oare I ; j •,; I, _ . 6. A -f 9QC/NG STEEL shall be per JIV 1-T _ f .�- ''' •' :.'• ' ''1" - �J Org ?•O/7/ trilh v mi17irnu17N o/' /tt• wn i • clear• /'nor» tote or c•on►:rtNe .un4,M N ♦ r `"s•t7' .aIle'$.^- s othenriev #holm. l ` . - - . �� ' -• Oti �'•3 • '0 : t ; r. 4 /e oc by/h woyvro br bor !'11,4,.70/ bora Niall he sJ s/oomned N weed whYn B n 600W-,WV /0 PIE lea -ton seiner, • 0 SECTION NL-N"•NN' 't e.. 6cFvhrvv J applies o, 14oids TPA*//• o/. I .1 I I PROJECTED ON M•M•N" ,Irttctt•r•#. r- • $j 1�TABLE'® NOTES rCont.) r rQAmmnom drevsrvet ,ovit • r tto - __ -' IIb6' dir»enwarns andWhen E/evofion 4 onod E/evo *ion S 6n one eenrinv.wd op trolron, e.Nc are (not' -shown on pro ec+ drowino$ , fhe Co17rrniehno- .rhe// /tire ,be ophon of - M -0-i N' bor sisea . in/ e , a holt enter main -tine P/ocrn9 of the 4",Vmnp line o C07slrt/iho" • e P iP s /0,171 0114 a 4d•t 1&%*MV Aro"W. PLAN D, f rodiol/y. When inlet pipe ern#e-s mv�IN .... . or or � V %Ine other :horn rodi011y, E'e#,01,O f 5 4 me kngrh or lite .s/,urvrt t wy pe e r * sho// be sho»n O'• protect dronings , i.ic,tiosed o/ Me oobon of Me Conhw1ar• 4. ono rn/et pipe sholl be lord on o to 671°''/ •p/,w end.4 W"v D bort( in dfroi hf rode irOm /ttevof,on $ erllndid pev-hon or dente d'A&Tt/te 01741 9 g .toeeing os .Rpee6fied• in the rAv,* , bel ,. U b•>ro s �, 410 Catch bosrrl or grail break •� ,t/et any cn,Ange in rhe loco%n of .R1 '; bars /rhe. E10VOItiOn 4 dho// be shown ort m✓yr 6. ugor-owed by lot E179rneer. • ' ' ' i ' r0 'elf drovers d whir! d+`cb i. ,. y , i + -y�. ' r i-b»�: „�+t;' .rT : ' p J 9 !�Y S. EMBEDMENT P dho// be as ,atciltr.f 14 it,is >`o be provided in moire /the Fo- rrt the foil( crriles! olhrrwse shown - I I &&,re- constrc/cfion of 6n/ef ,otpe., on rho Project drawmg3. 1 I I . I I . I 1 I = A 10• Wher dimension C is nut specofeid the Spur I -1 11 $1 in I ;hon not be constructed and A a 8 bars I.,• I I t tob CV o shall tit.omitted .. 1 ,�` 41 I • . I I to . wrz•1 ' Sc Ai l .tl.'Yi lt; i!• oll-1 .1111139.01111 r1Arli.11 v=ed when Dy a tF0" or .nonr LONGITUDINAL SECTION REf/EERyyENCES REVISIONS I I ij A P p//l YAM OAT. 19cIII►/,oN O o2 93 Reosed ,?-Cr, RtVi,ed Not, 7( TRANSITION STRUCTURE • ' - \I . . '- Added NOte I• 9-66 i'2evised C Len f NO. ,_ .' - EndE.� F LL.E.V 5. PLAN a. CTIONS ""# ASL.-.-.Cons.-ulting---Engineers'PASADENA - _ A ___PALM ,Q04V ' WI 'LIAM ' . LE _ 0RANCHO -- -- - R. E. I I I -1. . -- EXP, - , " '-- (818) 792-3096 SANTA ANA (714) 250-5525 SPRINGS (619) 320 -4220 CUCAMONGA (714) 989-8983 CAMAR I LLO (805) 388 - 2344 APPROVED BY . . ' t A . 1 It QRAWI� ,IQ" 6-19-9b it./ .9 N0. DESCRIPTION ENGR. APPR. DATE CITY ApPR , DATE DESIGNED BY DRAWN BY - -. 1... CHECKED BY . DATE SCALE FILE NO. - R E V I S I O N S . . - . _ __ - . : . i .. -. ,. - - ' . _ - . - - v=ed when Dy a tF0" or .nonr LONGITUDINAL SECTION REf/EERyyENCES REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT A P p//l YAM OAT. 19cIII►/,oN O o2 93 Reosed ,?-Cr, RtVi,ed Not, 7( TRANSITION STRUCTURE • ' a . h, Added NOte I• 9-66 i'2evised C Len f NO. ,_ .' - EndE.� F LL.E.V 5. PLAN a. CTIONS ""# d 11102 APPMOvto Sr JJ C ..r rte r/. t Imm _______,_____11_%__A -_-FV .1 . -1--w-a-M-ft ak_�___61-_ nAtc Na: A D I88 sk -.--,.-. rif' . :f'. 1-1- 'ra"" i � m " rMa Eni EndE.� or �� im ""# d 11102 End ImVM, . . .1 I . N r h .. �_ I . - /. A cawaite eod/ar is regrhW wh&v the a6ionge In "de to -Woods 0 /O N. per fool. , . ., _ .. . . 2. W/lef� pipes of different dbmitefs awe fired with o con".149 . , . ai cff, L avid T shah' be those of the /aper pipe. DrO� aot OP, oft!~ /s "off. • _ - 3. rw pipe tb pw than 66"o spovkI caarlar alstali is regulW . 4. ForPpe size fact ii�s# use next slre A21W 5. 6 �a�'rek#*aV on pipes 24 "ond less in d0meter ofd 47 o// . . . . . • * N � p&s whefe fVle A is less, than /O• • . .4012. /2. -6. Where flethtbrChV is regtui"ed the monster of the cftulbr ties - shot/ be D f (2 x wo// I chness J t 8." ;i 420-C•2G1�ID Concrete ' Whl�►► Of is egiuo/ to for /ess than 02i /1oh inverts 0041 when Dy 4'" ...- - , :. I.• �,� /s gwter than Do, lots soffits. - �: sax �'.:.Y k 8. Pi be c�orr aced mete/ concrete e ' a reihfarced I Pe �Y u9 P/Pe, P/P . I cowrote pipe, `nor osbestos cement pipe. .' CPA ® 9. Afol to be used for o sire chonge on the moln/ine. I, . / ' lW w or l •- -}_ / Pype 1� l I� I p,, j. t 1 Q- SIO' - 0. f / I'V• i q , Ir It., + t -A• . / 't C. REVISIONS LOS ANGELEg C8�UN,T�'Yy ve 1 C. KA" PATS DESCRIPTION FLOOD CONTROL, C�ISTRICT . * $1 n /1.0.60 Revised Note b: IV • �7 ---- --3-*4 Cirallor Tiles ®4 /' �0AP ����O7It" CONCRETE COLLAR Nb>A"` V oaatd , I FOR PIPES 12 INCHE S THROUGH 66 INCNS APPROVAL RECOMMENDED eY a „ .� DY.M App"WEO OT -�- . i / •- __ -- - _ . /.. 1lit,lCi 1 , ,....y .._..a ..r.rrtlu.l _ - SCALE DATE NQ• - ..`..«..T -- N©NB D90-1961. . I 1 11111111 I " .. . _ . _: ate. _ . - , - - _. .=�.i , ..... _ . -_ c- _ L W _- K - ,,, - T - To `ol Curb -_- r1�M.►t� __ Catch basin opening--.1.-2"� _--T-_---�� I p -4 6,- op of Curb t �rEaisl. T.C. _ i See Note 2- I I I See Note 2 ---- �' I I A f I, I L_- r-� �i--------------� ----� - - �.Qs.l i • 11 / �` �� ,-'-Warped '� i tt I I i ,: Warped / I�•', a\. ��`_ ac , f . FL W Surfacec , ;I �I I Surface__ ••t•1 �`---" "'----` -" , -'�' 1 ` I tni I I uN1 ; '� -- =� ---- •Worped r I I 6 See Note 1 S 3 Gutter Ilow line -'r A See Note 1133` Sur loco t� -- i I I .0•Worped �I• FLOW �. I N' A' '% I I PLAN © __ 1 _L .- For COIc'h Basins Nos. 12 3' 6 7 t3 9 : 1 ' 1 Se IyNote I S 3 l� I L I yy 1 K I ,t 1 ' - - -------�� Cal�h basin opening---------'-� s` •-Catch basin opening See Note 1 S 3�� - . �/I, per Dwg. No. 2-D232 _ +.----.-. Vit_ . ' PLAN W1 . =I Cj1 , . .r ( I + 1 r ,,, For Catch Basin No. 8 A F,+ I I „' a Case 8 only -- - _. of 1. ...-. _.....-_. - ..,._ .-.. ._L ._.;'!.._.._.. _- 1, I NOTES: . I I 12" I I 12" I i 0 1. Elevations at outer corners and outer edge sholl conform to finished street surface j 1 I'-04 = -1 1 -� unless otherwise shown n I L , W K I ess o e se s o n o project drawings. r'---------- - "fes ---"------------------ ---�I 2. Where no Curb exists, curbs shall be constructed between ends of Local • Catch basin opening � Th h Depression.c curb section s all conform to that o1 the controlling agency. ELEVATION 3. G a Existing gutter for Catch Rosins Nos. I, 2, 3, and 8 (Coss B). ' - Gill Meostlred to outer edge for Catch Basins Nos. 6, 7,ond 9 (see Section A -A).©' . Note -. Taken along Gutter Flow Line - L to K • 6 feet unless otherwise specified on project drawings. ' H= I inch when G ■ 1 foot. . - . , Go H / 2 inches for lengths of G greater than I foot. On Catch Basin No. 8, Case Catch basin Face Plate per j-•-----•-•4 8, H shall be measured at the ends of W (catch basin opening). Owq. No 2-0232' I I 4. Concrete compressive strength. shall be 3,000 p.s.i. at 28 days. \ I� _ _ _ G _ _ _ 1 5. This standard may be used to intercept f14ws from both directions. (Exceptions: !o. • 0 1 1 See Note I S 3 Catch Bosins Nos, 6 and 8). 1 T -�-G►ate LOS ANGELE COURT 1----a . .4. , '6. h"�I • FLOOD CONTRO6DISTRIR . �` 1 I LOCAL DEPRESSION N0.4. ' U - Nu •' • : I . . • . . s _ C. B *6,0 . or AN g,I I ._..._ ---•- - . "t"''1 REVISIONS • I - I ' • . \ . t Irl 41 F I � • •. . - A'. SM* MARK a►rt DEfCA,►tloN .,et -'-"-••`• C10114:4116.81C10114:411C10114:4116.81.•••1 5-10.69 REVISED (Aso H) a TOW .uor..awes•1 11".eta+, K. 0. ® tt-1-rs ADDED C.11.141-9 . C. , . SECTION A -A . - ANROVxe.T . a.N.w I" a ••. • " ti ( i ti,Tn%t.t• .. , . K.O. T � ,_ F INg N�t- 11wr.r1/• " ' .e ALt DATE DWG. NO. 2 - 0 41 rS . - NONE IloI A14 , t)s� a AT I 1 I - - \ �,_ F ' 1/2rf ' NELSON -STUD ' , • ANCHORS (FULL WEL " 11 - OR APPROVED EQUAL. 4:12 Batter I' O.C. 1� f Golvonizad . • -• j '� - . Ci4LTiPt4N.5 /HEFT TYPE' � Steel Plote Curb '0 •• I • • . • } 10 /O' 6�P . 3 G/Pi4TE dor - Alhambra ' ' ••T' �' ,//�n�/ ,I�ny • T .. • /f'/H/l . /1'/N/1 • • Foundry �A-390. EX/5T. PIU WN -' o ' - or Equal Use Support • 0x50 ) . i ,� Bolt In 61 or 4 -� . " C orger Inlet `. . �' ' • - � a • Opening S� ,4C •. •••• '• • r ' '• r\�\ � . �P.i''' ' l/ 146*5 /N •• • • ' • • . 'd i1 •• r D7' .3a" ,- 4?8" 056P h� �q� \ CONST. 40NC• �otZ,Q/f . �' ,S UP POR T__ -641sT DETAIL, PEl? L.,4C. FC.O 5T0. • �+ • 2-0 393 .. Stole , % C -0p Ul4i 1rs /l1/ t NOTES. . 5/2E' M91W 96 "TO �8 " 1. THE STEEL PROTECTI0�1 BAR AND STEEL. PLATE SHALL BE INSTALLED AND - ' • r EMBEDDED 4" AT EACH 'END. • . ,p, 2. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 7' ON CENTER. '" ' _ .. TEMPORARY DROP INLET' 3. SUPPORT BOLT SHALL BE ALHAMBRA FOUNDRY A-1572 OR AP�PRMEO EQUAL. %1- -`S Q\leo �`i/- : GALVANIZED STEEL PLATE CURB BAR SHALL BE ALHAMBRA FOUNDRY 0 4904 .OR . o c;� u � N.T. S . a. - . �� < F 41t,,.... - - --- - EQUAL. . 1 1. �. J' ��. PROTECTIOiV BAR SHALL BE ALHAMBRA FOUNDRY A•1565 USED WITH. ALHAMPP. . ",!.:; No. 11543 FOUNDRY A•1577 END ANCHORS 0 APPROVED EQUAL. t f , V. "\ , Exp ,?' e� I U e. ,• \ �; '7 r F Y� v /1\ , 14 4- -,< �. .CURB. OPENING DETAIL t I - - r .. . . _A __ 0 15 P. 04.jl '92 � . ' CITY -OF FONTANA CALIFORNIA 11 _. L -- - - . 1, 1; _.. L--. - I - _ O R- -OtPARTMENT`, I L i' - . I I— . PUBLIC W K� . - DRAWNI - BY . - I , S O U TH R ID G E ViLLAG E SCALA , - _ .. I L DESIGNED BY DETAILS DATE � - . n /+ /► _ �./�• C �C�. D 'a - - - 1 c - - - --- CHECK - /E�•D�- 6Y . /DICT. PPROVED lis./. <�✓...� yNri�tt02lip "' A Y. ENGIN ER R.C.E. 261 6e= . .