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2428-10
0 ---TV- - ----T--- - - - - - .s• A%---- - � --- • -- - _ - -- - - - - . - - - - - 11 • -- - - - - --- - - - --- - -- - -- - - r' - � _ - ---I----� - '_' ___ - - ,—�._ NOTES .--- _• -- • • - ._ ... . ---•seeSpecio/Abk . .- . .... __... .. , .4,Air ""I" tee flsntir6 _ •' . J Catch Begin plans . i VMMs to slit /Mein or roaterceN i "sr conditions concrete pips or C.M.F. Mein Line ••4. r f I _-, I •% _14 1 -: -.0 ` Caech begin Feder _ - f 1 rmin ,See Na►! '� J > Main er reinforced cont. pipe or C.M.P. o i , / = 7 /See Note 7 See Malate P'- ,% r s rsPLAN - A 1 I -& oto -c- 2000 11"Ifino, of_I t TOP SLAM REINFORCEMENT, I '' rep sAEI►,tee/,oe I-- ----- ' -• - - -- llbriab/e---------------- ___Vbrlobk--;t----r------4 Of I � for 1•terllne N ►equt►a1 sleel,te• Catch Mose fiowderd beweye „ 1 . i----'-- 1_--- , 1 I -: _ Aae /---I • - C , , S1dE Openi>tg I ,I S;ot Opening ' 1 I Side Open►n9 r K - - 4 f' For dlw•ewei•w b peata► NIeEt 4 tt.,tdne MI• special Ieelgw N M• top • , /j, I� ,' 1 , t f' - LloS/n ` fl, / 1 1 BOS . 1 j i �' .• 1)AirO _ L_ ftb reiaterc•mml shown ON she required structural plan. FTa%t Cf. , ' I i I 1 • TOp el Curb', i t t I 1 D i t I Cf. v1 A 2 BALL AND FLOOR REIMF4RCEwEt 1 ---- ---- IL �. • The indicated reinforcing slate applies N Catch Masm Slander/ I / - L-r� --------- ------------ ---•- .---•-- - 1 1 '- - !� Drawings N• 2-Dia,10l,160,162,ItS,tts,t7o,llS,2d9Ja+d t,or/m . 6r `� -.�------------{AliCurbrocesfquod ------ -`- in/B~ '1AN tetth ►•OMs constructed ew <treNs dtsi nNed es Maeda \••V rial•kI•%v ar f*k--' ! 14304 -S1r,s' hl 6Jbdleorsee note -Ridge Line : A. . . I t- r ,• NlghwOys shall Include Me reinforcing steel shown on this -_-- TT�'T'r.---T- drawn•. j__ "5 -Stro hl6rv*m-seenot f' _� CONCREi'� REINFORCING • It ; .8 Is,,,, Conc. ancesernern .Connecter PiPS. C0TVA DOSING OMSTruetad ON $Wr$*M met designOted ore Stela I C S E A �-> - _ '- - - . te b• 4z -r;:, L N Si TUT E whet pipe ! ?' 1. Ati / WALL„ AND FLOOR STEED, EC TION t K Awe t under Ike following condition$ re uiro well and _die nth b_, D �/ ( - - - ' ' - Oto -c -:nolo •o,. E1sv` _ A sea Note 4 /.._ , Ar. ,� • r • •SpltcW We • /Irhwv nv curb sxistr. a--rbs SMN ore t. ,A�i with tdlncrNe « ✓�/ ° e ' sae nota 3 AMM i r I Clss••ca ttn«t•r-�'AT(,'H SAS//r RE'//Yf�R�'EA/E/tl %- •W' IQ /�'(kCll ile« speed reinforcement. pie - �' : �• y% '-(R�out7d Otf) STANDARD A615A REINFORCING BARS, ` i -__I- Me•Yt 1�erti7n w e « S� •.s/s D•PM 1 y 1 Cbnstrcxted Delrrlscn efteds 0I'1 ocol Ile ss;an Curb - ctsnptct gall t• : ° �, s ` - �- tecliat shall conl2+rtn fb Ihol 0/'Gbntrolllrt9 agency f �. _ - - - - - _- -� J- - - , , '� -�__ _ _ To 7 fast (ind j 10 tett or Iw e - �-IL _. 1 - _ , fi,J Gurfor �p� BAR SIZES WEIGHT NOMINAL DIMENSIONS -ROUND SECTIONS relative densis , _ �� + - -• -- - _ - r" - - - See S Special Note - - • - • --• ( L OLO NEW POUNDS DIA&AETER CROSS SEC -TONAL ►ERIMETER rttilrlrtd b)r- y rr , .&*.;: p'•' . • c .I \\e,f i le I, le*11Md.1 7 left a/ RIOrt , �! , 'Et/J>'. ' I. I - -ifC •,��� ,,,c» tER FOOT tNCwES AAE•- • I /ne •::f - t - ► SI 14 to 21 tooIIInd I also# or mere Point A e -, G -� tsI Aruwcns) ( SQINC'IES INCHES I.' > P' dd' C ASE 2 iii -2 ��-4,�_ �' r r ,I" Abe/, s" Aviles a, , n Cuib L.� 2 1 ,_ . -f �. n/ B I ' H - specifications- Ips Ing--, • - p•, : • ': 6•.% ` '-; . i '• Wft / / FRIC>iV T WALL REAR d EAD MAUS GIS' 1W To e►I TEEL n0CW ST E ca ..ctJ SECTION S-• cr Art aea! woo ,07"4 CASE 1,NOTES: 6 .�S 3P 3 to 6• 7 4 6 8 �- 4 le 107 9 /? /0 4s 4 /O /Ir4 ' 6 _I� 3 I6 3'6 ' ♦ 6' / e e maim pipe, end so its axis will be on the line and grade / /4' ® /D /0 I ♦8' 4 L@Q' a 4 /O' /4 / /? /O 4 _11 `4 A? • 4 /ON I fit the saddle to that no pert will project within the bore S 9 /O ' 0 %J' t TOP SLAM REINFORCEMENT, I '' rep sAEI►,tee/,oe I-- ----- ' -• - - -- llbriab/e---------------- ___Vbrlobk--;t----r------4 Of I � for 1•terllne N ►equt►a1 sleel,te• Catch Mose fiowderd beweye „ 1 . i----'-- 1_--- , 1 I -: _ Aae /---I • - C , , S1dE Openi>tg I ,I S;ot Opening ' 1 I Side Open►n9 r K - - 4 f' For dlw•ewei•w b peata► NIeEt 4 tt.,tdne MI• special Ieelgw N M• top • , /j, I� ,' 1 , t f' - LloS/n ` fl, / 1 1 BOS . 1 j i �' .• 1)AirO _ L_ ftb reiaterc•mml shown ON she required structural plan. FTa%t Cf. , ' I i I 1 • TOp el Curb', i t t I 1 D i t I Cf. v1 A 2 BALL AND FLOOR REIMF4RCEwEt 1 ---- ---- IL �. • The indicated reinforcing slate applies N Catch Masm Slander/ I / - L-r� --------- ------------ ---•- .---•-- - 1 1 '- - !� Drawings N• 2-Dia,10l,160,162,ItS,tts,t7o,llS,2d9Ja+d t,or/m . 6r `� -.�------------{AliCurbrocesfquod ------ -`- in/B~ '1AN tetth ►•OMs constructed ew <treNs dtsi nNed es Maeda \••V rial•kI•%v ar f*k--' ! 14304 -S1r,s' hl 6Jbdleorsee note -Ridge Line : A. . . I t- r ,• NlghwOys shall Include Me reinforcing steel shown on this -_-- TT�'T'r.---T- drawn•. j__ "5 -Stro hl6rv*m-seenot f' _� CONCREi'� REINFORCING • It ; .8 Is,,,, Conc. ancesernern .Connecter PiPS. C0TVA DOSING OMSTruetad ON $Wr$*M met designOted ore Stela I C S E A �-> - _ '- - - . te b• 4z -r;:, L N Si TUT E whet pipe ! ?' 1. Ati / WALL„ AND FLOOR STEED, EC TION t K Awe t under Ike following condition$ re uiro well and _die nth b_, D �/ ( - - - ' ' - Oto -c -:nolo •o,. E1sv` _ A sea Note 4 /.._ , Ar. ,� • r • •SpltcW We • /Irhwv nv curb sxistr. a--rbs SMN ore t. ,A�i with tdlncrNe « ✓�/ ° e ' sae nota 3 AMM i r I Clss••ca ttn«t•r-�'AT(,'H SAS//r RE'//Yf�R�'EA/E/tl %- •W' IQ /�'(kCll ile« speed reinforcement. pie - �' : �• y% '-(R�out7d Otf) STANDARD A615A REINFORCING BARS, ` i -__I- Me•Yt 1�erti7n w e « S� •.s/s D•PM 1 y 1 Cbnstrcxted Delrrlscn efteds 0I'1 ocol Ile ss;an Curb - ctsnptct gall t• : ° �, s ` - �- tecliat shall conl2+rtn fb Ihol 0/'Gbntrolllrt9 agency f �. _ - - - - - _- -� J- - - , , '� -�__ _ _ To 7 fast (ind j 10 tett or Iw e - �-IL _. 1 - _ , fi,J Gurfor �p� BAR SIZES WEIGHT NOMINAL DIMENSIONS -ROUND SECTIONS relative densis , _ �� + - -• -- - _ - r" - - - See S Special Note - - • - • --• ( L OLO NEW POUNDS DIA&AETER CROSS SEC -TONAL ►ERIMETER rttilrlrtd b)r- y rr , .&*.;: p'•' . • c .I \\e,f i le I, le*11Md.1 7 left a/ RIOrt , �! , 'Et/J>'. ' I. I - -ifC •,��� ,,,c» tER FOOT tNCwES AAE•- • I /ne •::f - t - ► SI 14 to 21 tooIIInd I also# or mere Point A e -, G -� tsI Aruwcns) ( SQINC'IES INCHES I.' > P' dd' C ASE 2 iii -2 ��-4,�_ �' r r ,I" Abe/, s" Aviles a, , n Cuib L.� 2 1 ,_ . -f �. n/ B I ' H - specifications- Ips Ing--, • - p•, : • ': 6•.% ` '-; . i '• Nese: All cowwecter pipes twithin the angles specffied W Cosa 2! ori � EAS WALL' ` ibrtdisturbed earth r, --``�/X�*� iY/\\\ I "I be socesed who laid within the maim tint excavated -1___ 2 °. trench, or when laid on lift which Ms net been donsified. IF ..ctJ SECTION S-• A" SECTION 9 Wrt CASE 1,NOTES: CASE I AND CASE 2 : CASE 3 - SADDLE CONNECTION / •J Main Line 1. Angle A shall be between 45•dagrees lod "degrees Std DOTES: CASE 3 . 4 . 0 shall be 24 inches or fess. For smaller values of A* end I. Connections to pipes 21 inches or less M dmomifer without e / _... - larger values of D, use appropriate standard structure. Junction structures a precast Y branches shalt be rtlede if , 1 Cluss "C" Metter -,11 2. Iva M case Shoff the Outside Nemofer N Me imlet pipe 'w - Wilk $eddies. 2. Trim or tut saddle to fit swegfy ever the outside al the 6 - Op• 0 1%coed one -hell the inside diameter of the mein storm'dralN. maim pipe, end so its axis will be on the line and grade •3 I /4• / ` CJ 11 `/ N oho connecting pipe. /I p/ t Center line N inlet shall be so reNrs of mein stem drdNs S. The opening into 11ie pipe shall ba cut and trimmed to %3� O / , j .� I *scope where Elevation S is shown On project drawings. fit the saddle to that no pert will project within the bore S V (f / f t FR�GW T Wil I L AFAR WALL STEEL EAS WALL' ALTERNATE �J4? ST 2 °. ST IF ..ctJ Bon A 4 8 A" Bars D &ss 9 Wrt • S i • 1 / •J /t 04 • J 4 61104 Q_ 5 e / J s 4 if , 3.142 • 4 0 24 S 6 B• —3,0 /?' 3� is? •3 I /4• I.00 `/ 4 /I SNEL T 1 Of 1 %3� JZfe` 4pN '3 /4" S 9 /O ' 0 %J' A '.i //a /O // /O 3 / / •3 I/,,- /,,// // A? /O • 0 / 3 • xa)V#0-(rF#H*4J17 r• /0/5*. -2 -_ -- over 21 1••t All ow- __ -__- ►• ----lbr�obAt•---- _ _ 1 --- _ - ) _ K O�CA(f S 3 GENERAL: -L- •--� -K- r.._ •T-- (VeriaA/tL ti- y I/4 20 .167 .250 .0 .785 1 a' _ 1 Steel reinforcement the" be per standard Drawing M•. 2-0111. 1 Q"� ) L tj• �f19 D 1 I I E L E V�tT 10 N SECTION D -D Int -�.- zea wOv, f Steel N concrete twhce, end dtorence, Mall D• I McMg. _ _ Cf i %OpOrCu/'!tJ- _ • I Basin �-> I `_ - 1 , Cf - 1 _ p .� -=' 1 - - - - , ' , ' , NOTE ® V O3 .376 .375 .11 1.178 d ---- 1 -__-- e36a►I Valley type invert,shown by dashed lint ,n section, required •� _ • o. LOM/Deprtssimshe#be CbseR unless otherwise speci/7edanpV!*i 1P10fl. - Y1 I (� �,1Q //?• whom eown•eler pipe Is aligned 1a and well M .etch Desln. flow 1 10-; _ Sir c ;�1Curb} ,,�,r�B- , �, • b. lldvolronsofouter earrxrsshownonggenrro/pbrt If noelero//ansartsperi'fd� I 4 .6s$ .J' 00 .20 1.571 I XI I L O/v - • I f« the design N catch basins with a V -depth exceeding b - 1_�- VA- to (' .� 1-1111 • • 11woutered, O/'Lxvl DfePmssionAollco,ntbrmtoRn/shedstred surftice © O I 1 - , I BSO , 2 �s C, • uL�n h t 6 n0 Ir iqf M �? ' brio bk c Stokes stroll be srf to Qrode along i'ha rr�lley and olon� the ridge /irte !ou MrT 12 tool tat the required structural plans. L►�- _I 1 --- I R (v I edge of oclual deprrssed area). Stokes of points M and N shall be srl ® ( 1.043 .625 .31 1.963 1 (�e II , I I ♦ he 4 ►ere M" be wood w bow of No ] bars -Sfro' l+l Grivde' orse�r note`f ' , a �__I I (t _ _� , i w htlww• t_0 __! one sfroi9hfgrt7da between topsol''e1)d hevders(ifono r�rrtictilcurtK •- -� ,-I: I a - � --- .rt'�3---r---- - I--------- ' -'1 aid jr _-4.• p _ M o1 the saddle pipe. SECTION 2 stI• :e•• :t►_ ` \ I 'I - ` 4. The Opening IAN the wale storm bars shell be the soiteNs 4. TM tennecMng pipe sheen be supported as shown im Cases WALL AND FLOOR STEEL■ O D: ' . 1 �� I diameter of the inisl pipe Nus we inch minimum Or 3 inch lewd 2. • • • -----.- c, , �-�t �ATCN SAS/N /RE/NFORCEAIENT -- W GREAUCR THAM 14 a•--f3ac11f,I1 11 ,I maximum. ,q rt!nc�0/Ct/t'te S vaso g /� O/f. . _ SUPERSEDES drawtng of sewe wu•wbw daltd July19S y - ” I s / 1 I I-Openiny • t '�- t _ Ao n ens f p/ C_f, �L'11apo1'Ct/rb I s%n f -y4- -----%' -��f I / •� • :e. -• Pipe bedding Vi I % 31a A ' ! 9 MI corrugated metal pipe end fittings ~ be getvivelmd. A WS@d@ X19 N Gouts NIrNAer detail BECEUKlie, *S3 _ ------ - - ---- ----- •• � - LOS ANGELES COUNTY e �f� -^--•---'-- `� -is• -_- ' ' ' - _ © O I 'Y,...� -- - _ I 10 4.303 1270 1.27 3.990 LOS ANGELES COUNTY _- '.'1. ,•ate. ' --14 •- FLOOD CONTROL DISTRICT fgtia'Curb - RlrrewttNcts REVISIONS LOS ANGELES .-OuNTY t. If Angle M is 4S saints Or less use Cele 1, N Angle t! --� _ ♦ 2•t - oweill V(/t i SCaE B ENO I ------ FLOOD CONTROL DISTRICT flow • --S/r(3r j: --•S)'r. Qr -- I flow :AJ@=5_-.-;,1 is renter Man 4S degrees, use Case 2. Fare f I ~. k - ___ -'T 3 1.410 1.56 30 SECTION A -A g g i ^''� TD AIR WALL STEEL I r----�---- V \ ' �- aff. ". - ' r V, Ibrieft „�fotX .... •..[ •....••.... FLOOD CONTROL �e5 /RIC d's. d SECTION C C /+aRr t '' s r•.:• cwt, .�/f•rr.R., JUNCTION STRUCTURE +- -- BARS G I CATCH BASIN . • '� 5 . • • aa,,,,, t,,, LOCAL DEPRESSION NO. CASE 1 7 Burn w chip ell of. coamoctOr pijt Hush with furter surfeit - 4 6 a j -6. VI _ r_g Zr, . `� R1egt Linc' ` A ,:.i• Al .4.••rwri Me#* The new ear numbers err bused on the number of rrtGle7 Of mainline pipe. Round edge el concrete pipe or reinforced I AOR REINFORCEMENT SECTION 2 194-(* I i__ •-Slrvi hl drode or rre noes? - li ♦ 9-1019 *Wed Mabe «Iv POR SIDE OPENING wxluded /n rhe nom/no/ diometerof the bora ii 4 B B _ _ 6 REINFORCEMENT eft di ' b' w Bora numCxr Z An loin r ound.J only. Qor•S nurnber•1•d 3.10 and /f „wa „ concrete pipe. '�•� CATCH BASINS S 1 N S P y REVISIONS a /2 /O ' S 8 6 I • ' .� tbintit/ ' Vb_iO y `� • u t7 vt , .O i �• A. tial. rAtls MATE OrSCRr►TION _ - . -- �Kf �! A sat hold! a .. D'. _ �7 -.alt' note b f rr c•»w. .�•+.• ....e.. r .. ore roun01 tlpry Cod c�vivo%nf in wrr9hl and r Ino cs� - • � • �, .air• i . ' A C A S E C v Sec r/onv/ or•eo to the old type /-, l , a,yd 3q A •. $Ntbn specified em diewiwgt applies of *4 INlersec"M of lwtldii 1 e s-rJ sA .e►•'.eo,,'A- ,, • .van .aar wr/rn L0� ANGELES COVNTr W1901111 of A 8-66 added mall of mein slNm drain and tMltr lint Of MIN pipe. �� / !r:__ -. -- - `.--w-�'-r.a .,.w.• rw etc.-.a..o.• a. o.T[ K . O. 4 -1 72 ktvit.. Cawcrett Dae' law _ C. /f .�d1 Li►a.i�_ FDA rt i ' '•' I !' ro ( - I ^013 t : '� 0 0 C O >+T q O L C: S' a Ie T �'\ Rtvised 1- IS - 71 Z ' I i •Asset ar • rill..•.. faa.»tt• ••r.. ♦•. i C•a.ar •a....r ........r,.dedoe r 9 J -T-- -v-- --w --# A•rRotl[t RY - _ _- _�-_ - _._. — 1 _ ._ _ _ — ••. r.-_ •...-� .� .._- wow•. ..00 J .•►wo.fa s• • _ CNI_Ei !M$_P! t� - . -- J Cw.e• a.•r.tasw AI_[ DATE - KAIt au•Ts V_A III . DWG. NO. .2 - D' 193 DWG. NO. 2 - { 406011100 be RATIN BASIN 1 D PRATING !! S N RE NFORCEMENT C_w M. NONE Aft.. 1946 a1/etT 1 : air 1 NONE S -IS -'t• twea17 1 dw -1 r/-+----•-------•1r---------•-�------•---•---------ter-! NOTES , fJ .-------r------------.s�strtra,� _,rowPar"Pow.� I I ! A*O" a/t iMelhele E w 000MAlwl 1 't ir•A►wI .•ire► f.t STY A7W 1 -----i, , _ vett Iocdt/ons der wog Ns 2=0fsfi • _ � A . - "�. 1 _ - _ .. _ _ _. •AreaeEr t Cd'1KCTON t1'n, t r re oodw awe •omv of ORr.q aryl ,1,,,,,N an .Aur. • fawn ,rprr wOltr a' err+ •+9 '; , bower-__ _w.,, -` Locale pipe e1 Ills dowasheertt end N the boela WASS - .. . 1 our nrlo+r "M saw". efamn*V a ' • ,` ` - -` ,� ...hw wsta ~ �' a f d e t•�/Ar• tr J Ne,.ewar Aar ,bra r wr.+.i1, r. t_J,j =- -� . • Ate . • rl' .•awL -- OewN ped Detail e • •a G'0le' batertl er a amo rw sMr-a.wef awaos r t-N1l. _• r - .-i f- . « bwe t two e) A.S. spacllicefty anted eMerwse Os Mn• general plea. r . . . 14- -- - - - - - - - ' - I ►Ips MSN N trimmed IO Me Ileal aMpa Sad ttsgn► �� •� - betwo the placement •1 Me cencnlo. Ar �r : _ —J - � - S f„rr.rr err awedf M nevi w w■I►. a Cw /wp #, set hs ddf olbl Asetae. �-• -,I � , . I :1, E1 r t. I4 I - - --- — - -1 . .rr ........rnr ..*..Reiw M ,ay.w•a.o s.r"e► lata n om -r - .f ` 11'...,-+•' a • • I • (; ` • a e Irp. F-- --•i ;�. s — Desi n • A 000 sl esshr• saran M al Z• N t. S /►ar.erl.t• Iur Srw••I- Awdwa• Jr►h/ a••rI r wrEnrie./ fAr•ae air .ar•a[I.rs , �� •� ' •i` :�/ • e .� ��• _ t ea • • . ► Own • I . Saw •...•u r AM Awa MVOO Aga. fAtl'!w� a A~ .ware M A" ad Aar CS} l ., �. �•at / " e • y P. e • ti-- r-- 1 �• ( floor of the besis shah slept from ape waits la the I '`t.•� Ae ..tats.•. CAMW •w•'-OV•A'•••'•• A �• ''7y __ J i % � / 1 • I . ' I ' ' - I 1 outlet and shall b• lives a steel- troweled surface • , r.. _ `..., /u rw.. Oa. Ae► a ANN -K '!•Aalyd► r •7: AA••r1 /our► •✓ r « ♦ . +� -0 a .f . t . • 1 W mar Air awe► aI ~ /".aurum Alec er Aaar Efaf •' •;U ,, r �.� L�-_`�„-� I va 2% 2= _ I -04 - I� f lnish. ( IF �.- • r..a .�.�,► -L= CwrOlwe of Mt Sipe orad ill GIN walls N fA• gtrtler I / ' N/ •ftdw ,+r•A� � I �� � � - 0 . n•9 � . �. ' •* ' ' -•--• .rr Aw w A•.pwe/ �• Am.a•I M' t afw A•fwaerral► o1Ere � � • ' �— Dos e1 opesbg eMN lot Marmot by cured 1«reds. I I / ` r ~' / d cs tit. ar••+r EI/ Alar Ayr Ili a.r+r /+ A.�R /As.«+it • • V. �•. • . 'e _ . • ' ` Dewe*-- --, I - A� ,� tIwI1I• f L �I . t 6' .il _2 -14 •- _ swleu M ON exposed cascnlO she/1 conform, M grade, ` �/ ft.• / L fF M I 1 - �r •1< ,� i e Sar +trees • t er A•s► Nora arw+ a/ Ar wow w Aur vas /Iesa.a t3f Awls Aar /tlelr/ Aaoa Aftefteir • M eww+rt• •r Aeas•w� Iwr Arw.w Ir.I Aran r I /f . , s 47.&.. Anchor If 1 IIF 1st✓ shpt, COW, orad finish la lore Otis Ilse, of � `'`.i est. M Is! ill de" _ 1 +� ewer. mot nllry ior[r1 EI•enr w 1-' w► At /IIIrIt /A•1e nAfat► r Ala.a AMr 11•r Aatra•�t� �la.aw•M !Fou AW eraar•I ... j- Noposed , ewb tad rape adjacent le MO bash. 1 AM= "Wix *,bite. qr dr r.•Are.p Eras nr�r aeon l r.r.o ieI►,+p+ta.. "r•.nJ nr r"' '"' .."' fLv "u a"r"e "'.r "ea - A ' •----�iMw As /low - F' - . GIr 1st I�MfdIC IrtENT: t Sid Due Silo Z-0tit D swwv Aswr Er.n f.r o•atlf If ivp..elf, drr1l ayRer aA•.M r stoat - v 1' /I ... s ? ,.seyWe*& slaw /t -ASIS . s 3 Radius - - - ! Top Slab - Ne. 3 or No. 4 bars spaced n required an Mat . _ •_ ._ t - - ---A. - , ' I . p. data.. ~� .► /1... Arrrer • A....• !tr'.•f I%Aap aaeraaA� aIq r [.R •r. _- Struetwel MeN. I Mx �,,,/ f y� - . ..e. oma ' ` _ _ - - - - - -=�-- - - - .I------ - - - - - - 1 - - - ►_ - - - - - %res LJ.A� /�G w,q.r Ywcw�1 �t .. •.. �'i 1;'.4Mr /M[ `+r 1I Mrtsa I ren Ere/ �%• .wlbe lwlnaRl�/� _ ,.4Rodwt E -Anther lI es wells Sad flea -Asn ed lid. low Ns. 2-o1T2. Xg" "r amimpeo e so Mir Sow" a �'�' �'~ �w - � ~0 *,- -_~�� ow � � t FLOW � - all ` 4' RadilEs flour h► • • � I - Dwq. No 2-0232 - 11 d Q,NIENSIONSr I 1. >�AN VIEW % Rest/ - ] fleditmG sfrUefu�a/ dr-awr�A _ Areae/,.•. sae: o -s Aa.: -017'!1 '� e,.. e►,rrrnae► f Aletla , .Irgr /'iee w a.A•+ /Ir► ,s. ,tl►aerw. r« curb face of taleh b..1rt aptNlwg tE=Igl C.i. t M i slteN 64 Y 1 A Learar d pweo /err, r•sCa/dp w► impose Caw •NISI mO mwa.•1 eewe _ -l-• � /•'evor m~ .treed --loot ofeww A~ or A- - 1W ft" A WN&Are, bow Soy AV* J. Dwq Na 2-D232 A 3 • ,, � As►strtst• LSAr.l-Ot`0tt:1 *1110 .I Aar drmrwurJ• .4 10he Iev - - be as regtdred by Sit Dw fs Nos. 2- D e•, 2-D41S or /�iUi7d M//d 51"1947r • JL:_;"0,Atww ow► sowd>� ► j.p - •::' N shows M Me gsNeral plan. . • ! QgiiLf AlyO� ) A I ,~ ' nrsus a .dr SA•w•r s t.•e two efee be err s.o~ or save• Aum. 1•d1M, t-/1tN, . . s . . . COich basins IN w lofeel N mare shaft bows a v r-- - r* - J> t TOP SLAB -STRUCTURAL PLAN depth &I t..1E,e end equal t. WA curb i«. -N - - - - : ..••'Arse ..,Inti:,.•At..a...,. .. d■ anew �• 11w#a •� _ She catch basin plus 12 Iwehes,& but Iva me case small 1, �: N �� ,' - _ _ • I - ,Seam aw.•ef[r, srfelar: w~~w N �,,.• e!• M+� herr Or ALL A • ':,. Ll •N „w „� �"'�� Await See A10V as de r Ieane drrD nap durrmin IM slope el Ihs (leer •steel 3 1 I � �/ - e. • 611 frOrse end w • 14'- O end b• T - Zee *Ness otherwito sho im. i (� 7¢ _y_ I �_ f •• S /Coat der / ..st/ of s+er aver d at/ Awf apeavwer /elw4 dmrrl arrelrrr r,xw+[ -. . . '. . 1 per owl Ne 2�6 • I v • 4' - O', unless otherwise shown. -t i I f, • A R•di•r•... ` -fete pleN sad I - ' - A ': .. • i ' ' . `; •� Anther i per Dwq No 2-023 1 • 6� It V • 4�-0� w lets. d y- A � / _ _ . .� SLCT , 3 er 4 blit, g req'S s, , • _ . ' , • 1 ( 1 • • u v•4 -I h •-o•. ION A -A . be T-- • s- -' - - 1 • 10' It v • •,- 1' w mwo. _ t _ '" - • f r ' - FRONT ELE:vATiON Zr --- '. --6.� S '-------- • r- -T ---ZT --i- • • .----- --4 1••► 1 ,' 1 IC . 1. �• >� -- ---- 3 n: t std. MO. 2-D !i ! _ '---------- ' • • _ _t c"1 - r i 'street Or i . �- D[s • r �r ' r T i '•' I E • s • i i _1 �' I • �1 L.D surfec0 V 1a ]=O•(incl. ! ,place ewe stip I2 Inches abate Me ©NOTE - 7-s=; — -- - -- t - - Dewed _ I i 1 1 leer N the baits. �., A : � / _ _ -► I _� �_ 1 I - ---I _I. An olttrnote step tlrtap De used suDjeCt t0 the approval of Me engineer. A. _ j,. „f•, « t:.no► e•.. srdcJ - '�b. �' � �► rax , 1 V war ]'_ O , /lett slope N 12•iEtch ►wtorraH Item the I _ _ 1 Z All steps will be firmly and rigidly set and no cones Or shafts will to �� , A..el•.w aur of rr11r. w+stp.. , . t->t•fw... 11arAre AV 1 Vowel- 1 ►leer N she beers with the 1 �� My 1 • - helettleN �Or end M step al 12 inches IIwa1lmurrll • `�f Y••+ .esRe/fair ae/rerAtMAr� f•w•/1.' oelee •t Ir•t a L , 1 accepted with Dent or crocked steps. it s1_ 4 -ugh pew nwl NO . • Support Mope per 1 below /M lop swfece •1 IM lop Bleb "' 1 . I ' 2 - 096 end Nott 3 / a•• No. 2- D 17S t p 9 M+..w awl dwleAarr srI fneAars aI EIrAe'a�=••+� 172/" �1 _ Baa arndl 2-0232 1 LOS ANGELES COUNTY 3• Ste t Mill De OlVonil•d otter bending. ,..t,reO4•e,R.. ie•et.R s..�r.i•Ia+►rw.w•....ew1►' DETAIL OF DOWEL "'�` ��NCHORAGE��� el >1 FLOOD CONTROL DISTRICT AI 1 b • 1 I �pEw don/ eleYr - - - i. par Owl No. 2-0224 CATCH BASIN NO. 3 «I rReow 1 0 f 1 - -PLAN SECTION a slaps he outlet Et I e s Item all drections I AND DETAILS • 1 1 ., - : _+• _ . t . . ..f.......,w ........ od ,e 1 _ _ .----------1 •r..r•w •-r_• r • twit rw,•. • 1 AA•►stovao n SuboreN optasat-' -.J - f..urfaa SECTION A -A - DAT[ DWG. No. - 2 D163 P.EFERENCES • L>- se+r late Ir These stoker sholl not be removed until fust belt, r the See ooh :b .0 D ' _ note b' I*nol frinishing. ALTVWAI E © ALTERNATE �J4? •t 2 °. "'J`d 4 546- 20' /• 25' • to . Rerised� eroed�Q Io ar • S i • 1 / •J /t 04 • J 7 • N 5 A/ • t ?t J s 4 /s 3.142 • 4 0 24 J /O 0 4 // -1 2i O ? I.00 `/ 4 /I SNEL T 1 Of 1 a•--f3ac11f,I1 11 ,I maximum. ,q rt!nc�0/Ct/t'te S vaso g /� O/f. . _ SUPERSEDES drawtng of sewe wu•wbw daltd July19S y - ” I s / 1 I I-Openiny • t '�- t _ Ao n ens f p/ C_f, �L'11apo1'Ct/rb I s%n f -y4- -----%' -��f I / •� • :e. -• Pipe bedding Vi I % 31a A ' ! 9 MI corrugated metal pipe end fittings ~ be getvivelmd. A WS@d@ X19 N Gouts NIrNAer detail BECEUKlie, *S3 _ ------ - - ---- ----- •• � - LOS ANGELES COUNTY e �f� -^--•---'-- `� -is• -_- ' ' ' - _ © O I 'Y,...� -- - _ I 10 4.303 1270 1.27 3.990 LOS ANGELES COUNTY _- '.'1. ,•ate. ' --14 •- FLOOD CONTROL DISTRICT fgtia'Curb - RlrrewttNcts REVISIONS LOS ANGELES .-OuNTY t. If Angle M is 4S saints Or less use Cele 1, N Angle t! --� _ ♦ 2•t - oweill V(/t i SCaE B ENO I ------ FLOOD CONTROL DISTRICT flow • --S/r(3r j: --•S)'r. Qr -- I flow :AJ@=5_-.-;,1 is renter Man 4S degrees, use Case 2. Fare f I ~. k - ___ -'T 3 1.410 1.56 30 SECTION A -A g g i ^''� TD AIR WALL STEEL I r----�---- V \ ' �- aff. ". - ' r V, Ibrieft „�fotX .... •..[ •....••.... FLOOD CONTROL �e5 /RIC d's. d SECTION C C /+aRr t '' s r•.:• cwt, .�/f•rr.R., JUNCTION STRUCTURE +- -- BARS G I CATCH BASIN . • '� 5 . • • aa,,,,, t,,, LOCAL DEPRESSION NO. CASE 1 7 Burn w chip ell of. coamoctOr pijt Hush with furter surfeit - 4 6 a j -6. VI _ r_g Zr, . `� R1egt Linc' ` A ,:.i• Al .4.••rwri Me#* The new ear numbers err bused on the number of rrtGle7 Of mainline pipe. Round edge el concrete pipe or reinforced I AOR REINFORCEMENT SECTION 2 194-(* I i__ •-Slrvi hl drode or rre noes? - li ♦ 9-1019 *Wed Mabe «Iv POR SIDE OPENING wxluded /n rhe nom/no/ diometerof the bora ii 4 B B _ _ 6 REINFORCEMENT eft di ' b' w Bora numCxr Z An loin r ound.J only. Qor•S nurnber•1•d 3.10 and /f „wa „ concrete pipe. '�•� CATCH BASINS S 1 N S P y REVISIONS a /2 /O ' S 8 6 I • ' .� tbintit/ ' Vb_iO y `� • u t7 vt , .O i �• A. tial. rAtls MATE OrSCRr►TION _ - . -- �Kf �! A sat hold! a .. D'. _ �7 -.alt' note b f rr c•»w. .�•+.• ....e.. r .. ore roun01 tlpry Cod c�vivo%nf in wrr9hl and r Ino cs� - • � • �, .air• i . ' A C A S E C v Sec r/onv/ or•eo to the old type /-, l , a,yd 3q A •. $Ntbn specified em diewiwgt applies of *4 INlersec"M of lwtldii 1 e s-rJ sA .e►•'.eo,,'A- ,, • .van .aar wr/rn L0� ANGELES COVNTr W1901111 of A 8-66 added mall of mein slNm drain and tMltr lint Of MIN pipe. �� / !r:__ -. -- - `.--w-�'-r.a .,.w.• rw etc.-.a..o.• a. o.T[ K . O. 4 -1 72 ktvit.. Cawcrett Dae' law _ C. /f .�d1 Li►a.i�_ FDA rt i ' '•' I !' ro ( - I ^013 t : '� 0 0 C O >+T q O L C: S' a Ie T �'\ Rtvised 1- IS - 71 Z ' I i •Asset ar • rill..•.. faa.»tt• ••r.. ♦•. i C•a.ar •a....r ........r,.dedoe r 9 J -T-- -v-- --w --# A•rRotl[t RY - _ _- _�-_ - _._. — 1 _ ._ _ _ — ••. r.-_ •...-� .� .._- wow•. ..00 J .•►wo.fa s• • _ CNI_Ei !M$_P! t� - . -- J Cw.e• a.•r.tasw AI_[ DATE - KAIt au•Ts V_A III . DWG. NO. .2 - D' 193 DWG. NO. 2 - { 406011100 be RATIN BASIN 1 D PRATING !! S N RE NFORCEMENT C_w M. NONE Aft.. 1946 a1/etT 1 : air 1 NONE S -IS -'t• twea17 1 dw -1 r/-+----•-------•1r---------•-�------•---•---------ter-! NOTES , fJ .-------r------------.s�strtra,� _,rowPar"Pow.� I I ! A*O" a/t iMelhele E w 000MAlwl 1 't ir•A►wI .•ire► f.t STY A7W 1 -----i, , _ vett Iocdt/ons der wog Ns 2=0fsfi • _ � A . - "�. 1 _ - _ .. _ _ _. •AreaeEr t Cd'1KCTON t1'n, t r re oodw awe •omv of ORr.q aryl ,1,,,,,N an .Aur. • fawn ,rprr wOltr a' err+ •+9 '; , bower-__ _w.,, -` Locale pipe e1 Ills dowasheertt end N the boela WASS - .. . 1 our nrlo+r "M saw". efamn*V a ' • ,` ` - -` ,� ...hw wsta ~ �' a f d e t•�/Ar• tr J Ne,.ewar Aar ,bra r wr.+.i1, r. t_J,j =- -� . • Ate . • rl' .•awL -- OewN ped Detail e • •a G'0le' batertl er a amo rw sMr-a.wef awaos r t-N1l. _• r - .-i f- . « bwe t two e) A.S. spacllicefty anted eMerwse Os Mn• general plea. r . . . 14- -- - - - - - - - ' - I ►Ips MSN N trimmed IO Me Ileal aMpa Sad ttsgn► �� •� - betwo the placement •1 Me cencnlo. Ar �r : _ —J - � - S f„rr.rr err awedf M nevi w w■I►. a Cw /wp #, set hs ddf olbl Asetae. �-• -,I � , . I :1, E1 r t. I4 I - - --- — - -1 . .rr ........rnr ..*..Reiw M ,ay.w•a.o s.r"e► lata n om -r - .f ` 11'...,-+•' a • • I • (; ` • a e Irp. F-- --•i ;�. s — Desi n • A 000 sl esshr• saran M al Z• N t. S /►ar.erl.t• Iur Srw••I- Awdwa• Jr►h/ a••rI r wrEnrie./ fAr•ae air .ar•a[I.rs , �� •� ' •i` :�/ • e .� ��• _ t ea • • . ► Own • I . Saw •...•u r AM Awa MVOO Aga. fAtl'!w� a A~ .ware M A" ad Aar CS} l ., �. �•at / " e • y P. e • ti-- r-- 1 �• ( floor of the besis shah slept from ape waits la the I '`t.•� Ae ..tats.•. CAMW •w•'-OV•A'•••'•• A �• ''7y __ J i % � / 1 • I . ' I ' ' - I 1 outlet and shall b• lives a steel- troweled surface • , r.. _ `..., /u rw.. Oa. Ae► a ANN -K '!•Aalyd► r •7: AA••r1 /our► •✓ r « ♦ . +� -0 a .f . t . • 1 W mar Air awe► aI ~ /".aurum Alec er Aaar Efaf •' •;U ,, r �.� L�-_`�„-� I va 2% 2= _ I -04 - I� f lnish. ( IF �.- • r..a .�.�,► -L= CwrOlwe of Mt Sipe orad ill GIN walls N fA• gtrtler I / ' N/ •ftdw ,+r•A� � I �� � � - 0 . n•9 � . �. ' •* ' ' -•--• .rr Aw w A•.pwe/ �• Am.a•I M' t afw A•fwaerral► o1Ere � � • ' �— Dos e1 opesbg eMN lot Marmot by cured 1«reds. I I / ` r ~' / d cs tit. ar••+r EI/ Alar Ayr Ili a.r+r /+ A.�R /As.«+it • • V. �•. • . 'e _ . • ' ` Dewe*-- --, I - A� ,� tIwI1I• f L �I . t 6' .il _2 -14 •- _ swleu M ON exposed cascnlO she/1 conform, M grade, ` �/ ft.• / L fF M I 1 - �r •1< ,� i e Sar +trees • t er A•s► Nora arw+ a/ Ar wow w Aur vas /Iesa.a t3f Awls Aar /tlelr/ Aaoa Aftefteir • M eww+rt• •r Aeas•w� Iwr Arw.w Ir.I Aran r I /f . , s 47.&.. Anchor If 1 IIF 1st✓ shpt, COW, orad finish la lore Otis Ilse, of � `'`.i est. M Is! ill de" _ 1 +� ewer. mot nllry ior[r1 EI•enr w 1-' w► At /IIIrIt /A•1e nAfat► r Ala.a AMr 11•r Aatra•�t� �la.aw•M !Fou AW eraar•I ... j- Noposed , ewb tad rape adjacent le MO bash. 1 AM= "Wix *,bite. qr dr r.•Are.p Eras nr�r aeon l r.r.o ieI►,+p+ta.. "r•.nJ nr r"' '"' .."' fLv "u a"r"e "'.r "ea - A ' •----�iMw As /low - F' - . GIr 1st I�MfdIC IrtENT: t Sid Due Silo Z-0tit D swwv Aswr Er.n f.r o•atlf If ivp..elf, drr1l ayRer aA•.M r stoat - v 1' /I ... s ? ,.seyWe*& slaw /t -ASIS . s 3 Radius - - - ! Top Slab - Ne. 3 or No. 4 bars spaced n required an Mat . _ •_ ._ t - - ---A. - , ' I . p. data.. ~� .► /1... Arrrer • A....• !tr'.•f I%Aap aaeraaA� aIq r [.R •r. _- Struetwel MeN. I Mx �,,,/ f y� - . ..e. oma ' ` _ _ - - - - - -=�-- - - - .I------ - - - - - - 1 - - - ►_ - - - - - %res LJ.A� /�G w,q.r Ywcw�1 �t .. •.. �'i 1;'.4Mr /M[ `+r 1I Mrtsa I ren Ere/ �%• .wlbe lwlnaRl�/� _ ,.4Rodwt E -Anther lI es wells Sad flea -Asn ed lid. low Ns. 2-o1T2. Xg" "r amimpeo e so Mir Sow" a �'�' �'~ �w - � ~0 *,- -_~�� ow � � t FLOW � - all ` 4' RadilEs flour h► • • � I - Dwq. No 2-0232 - 11 d Q,NIENSIONSr I 1. >�AN VIEW % Rest/ - ] fleditmG sfrUefu�a/ dr-awr�A _ Areae/,.•. sae: o -s Aa.: -017'!1 '� e,.. e►,rrrnae► f Aletla , .Irgr /'iee w a.A•+ /Ir► ,s. ,tl►aerw. r« curb face of taleh b..1rt aptNlwg tE=Igl C.i. t M i slteN 64 Y 1 A Learar d pweo /err, r•sCa/dp w► impose Caw •NISI mO mwa.•1 eewe _ -l-• � /•'evor m~ .treed --loot ofeww A~ or A- - 1W ft" A WN&Are, bow Soy AV* J. Dwq Na 2-D232 A 3 • ,, � As►strtst• LSAr.l-Ot`0tt:1 *1110 .I Aar drmrwurJ• .4 10he Iev - - be as regtdred by Sit Dw fs Nos. 2- D e•, 2-D41S or /�iUi7d M//d 51"1947r • JL:_;"0,Atww ow► sowd>� ► j.p - •::' N shows M Me gsNeral plan. . • ! QgiiLf AlyO� ) A I ,~ ' nrsus a .dr SA•w•r s t.•e two efee be err s.o~ or save• Aum. 1•d1M, t-/1tN, . . s . . . COich basins IN w lofeel N mare shaft bows a v r-- - r* - J> t TOP SLAB -STRUCTURAL PLAN depth &I t..1E,e end equal t. WA curb i«. -N - - - - : ..••'Arse ..,Inti:,.•At..a...,. .. d■ anew �• 11w#a •� _ She catch basin plus 12 Iwehes,& but Iva me case small 1, �: N �� ,' - _ _ • I - ,Seam aw.•ef[r, srfelar: w~~w N �,,.• e!• M+� herr Or ALL A • ':,. Ll •N „w „� �"'�� Await See A10V as de r Ieane drrD nap durrmin IM slope el Ihs (leer •steel 3 1 I � �/ - e. • 611 frOrse end w • 14'- O end b• T - Zee *Ness otherwito sho im. i (� 7¢ _y_ I �_ f •• S /Coat der / ..st/ of s+er aver d at/ Awf apeavwer /elw4 dmrrl arrelrrr r,xw+[ -. . . '. . 1 per owl Ne 2�6 • I v • 4' - O', unless otherwise shown. -t i I f, • A R•di•r•... ` -fete pleN sad I - ' - A ': .. • i ' ' . `; •� Anther i per Dwq No 2-023 1 • 6� It V • 4�-0� w lets. d y- A � / _ _ . .� SLCT , 3 er 4 blit, g req'S s, , • _ . ' , • 1 ( 1 • • u v•4 -I h •-o•. ION A -A . be T-- • s- -' - - 1 • 10' It v • •,- 1' w mwo. _ t _ '" - • f r ' - FRONT ELE:vATiON Zr --- '. --6.� S '-------- • r- -T ---ZT --i- • • .----- --4 1••► 1 ,' 1 IC . 1. �• >� -- ---- 3 n: t std. MO. 2-D !i ! _ '---------- ' • • _ _t c"1 - r i 'street Or i . �- D[s • r �r ' r T i '•' I E • s • i i _1 �' I • �1 L.D surfec0 V 1a ]=O•(incl. ! ,place ewe stip I2 Inches abate Me ©NOTE - 7-s=; — -- - -- t - - Dewed _ I i 1 1 leer N the baits. �., A : � / _ _ -► I _� �_ 1 I - ---I _I. An olttrnote step tlrtap De used suDjeCt t0 the approval of Me engineer. A. _ j,. „f•, « t:.no► e•.. srdcJ - '�b. �' � �► rax , 1 V war ]'_ O , /lett slope N 12•iEtch ►wtorraH Item the I _ _ 1 Z All steps will be firmly and rigidly set and no cones Or shafts will to �� , A..el•.w aur of rr11r. w+stp.. , . t->t•fw... 11arAre AV 1 Vowel- 1 ►leer N she beers with the 1 �� My 1 • - helettleN �Or end M step al 12 inches IIwa1lmurrll • `�f Y••+ .esRe/fair ae/rerAtMAr� f•w•/1.' oelee •t Ir•t a L , 1 accepted with Dent or crocked steps. it s1_ 4 -ugh pew nwl NO . • Support Mope per 1 below /M lop swfece •1 IM lop Bleb "' 1 . I ' 2 - 096 end Nott 3 / a•• No. 2- D 17S t p 9 M+..w awl dwleAarr srI fneAars aI EIrAe'a�=••+� 172/" �1 _ Baa arndl 2-0232 1 LOS ANGELES COUNTY 3• Ste t Mill De OlVonil•d otter bending. ,..t,reO4•e,R.. ie•et.R s..�r.i•Ia+►rw.w•....ew1►' DETAIL OF DOWEL "'�` ��NCHORAGE��� el >1 FLOOD CONTROL DISTRICT AI 1 b • 1 I �pEw don/ eleYr - - - i. par Owl No. 2-0224 CATCH BASIN NO. 3 «I rReow 1 0 f 1 - -PLAN SECTION a slaps he outlet Et I e s Item all drections I AND DETAILS • 1 1 ., - : _+• _ . t . . ..f.......,w ........ od ,e 1 _ _ .----------1 •r..r•w •-r_• r • twit rw,•. • 1 AA•►stovao n SuboreN optasat-' -.J - f..urfaa SECTION A -A - DAT[ DWG. No. - 2 D163 P.EFERENCES • L>- se+r late Ir These stoker sholl not be removed until fust belt, r the See ooh :b .0 D ' _ note b' I*nol frinishing. � © 1 • j02 750 ' ,44 2.3�'s °. "'J`d a CASE B - a d G • d !'ert unless otherwise rmc~.. K'S ftl unless otherwise spmiflwd .L.f a • . . 20' /• 25' 9(2) •LO�t�l' Rerised� eroed�Q Io ar •60 2.7�t9 AOww•lieO ear . — e r ft No 4me/les ✓n/es's o/herwr;se , Aiotvn on the general pl*n. ,---- - - �.fil SOerio/Able --- ----, le Points A end B she// lot se/ .r fl inches be%w c„sr,ng no%. COVER FOR . • •87� 1-5- Added notes - Oi ® 2670 1.000 .79 3.142 •a.r. n . dler gra ----- t i_ tijecialdetiiis r----- ' 6, - -!!_J -I Side II -, , f3 - - -'t - I . t' governing the em7struc tion of this Local Depression of I O rg-) 3 a 00 1.12 8 I.00 3.5�-'. a•--f3ac11f,I1 11 ,I maximum. ,q rt!nc�0/Ct/t'te S vaso g /� O/f. . _ SUPERSEDES drawtng of sewe wu•wbw daltd July19S y - ” I s / 1 I I-Openiny • t '�- t _ Ao n ens f p/ C_f, �L'11apo1'Ct/rb I s%n f -y4- -----%' -��f I / •� • :e. -• Pipe bedding Vi I % 31a A ' ! 9 MI corrugated metal pipe end fittings ~ be getvivelmd. A WS@d@ X19 N Gouts NIrNAer detail BECEUKlie, *S3 _ ------ - - ---- ----- •• � - LOS ANGELES COUNTY e �f� -^--•---'-- `� -is• -_- ' ' ' - _ © O I 'Y,...� -- - _ I 10 4.303 1270 1.27 3.990 LOS ANGELES COUNTY _- '.'1. ,•ate. ' --14 •- FLOOD CONTROL DISTRICT fgtia'Curb - RlrrewttNcts REVISIONS LOS ANGELES .-OuNTY t. If Angle M is 4S saints Or less use Cele 1, N Angle t! --� _ ♦ 2•t - oweill V(/t i SCaE B ENO I ------ FLOOD CONTROL DISTRICT flow • --S/r(3r j: --•S)'r. Qr -- I flow :AJ@=5_-.-;,1 is renter Man 4S degrees, use Case 2. Fare f I ~. k - ___ -'T 3 1.410 1.56 30 SECTION A -A g g i ^''� TD AIR WALL STEEL I r----�---- V \ ' �- aff. ". - ' r V, Ibrieft „�fotX .... •..[ •....••.... FLOOD CONTROL �e5 /RIC d's. d SECTION C C /+aRr t '' s r•.:• cwt, .�/f•rr.R., JUNCTION STRUCTURE +- -- BARS G I CATCH BASIN . • '� 5 . • • aa,,,,, t,,, LOCAL DEPRESSION NO. CASE 1 7 Burn w chip ell of. coamoctOr pijt Hush with furter surfeit - 4 6 a j -6. VI _ r_g Zr, . `� R1egt Linc' ` A ,:.i• Al .4.••rwri Me#* The new ear numbers err bused on the number of rrtGle7 Of mainline pipe. Round edge el concrete pipe or reinforced I AOR REINFORCEMENT SECTION 2 194-(* I i__ •-Slrvi hl drode or rre noes? - li ♦ 9-1019 *Wed Mabe «Iv POR SIDE OPENING wxluded /n rhe nom/no/ diometerof the bora ii 4 B B _ _ 6 REINFORCEMENT eft di ' b' w Bora numCxr Z An loin r ound.J only. Qor•S nurnber•1•d 3.10 and /f „wa „ concrete pipe. '�•� CATCH BASINS S 1 N S P y REVISIONS a /2 /O ' S 8 6 I • ' .� tbintit/ ' Vb_iO y `� • u t7 vt , .O i �• A. tial. rAtls MATE OrSCRr►TION _ - . -- �Kf �! A sat hold! a .. D'. _ �7 -.alt' note b f rr c•»w. .�•+.• ....e.. r .. ore roun01 tlpry Cod c�vivo%nf in wrr9hl and r Ino cs� - • � • �, .air• i . ' A C A S E C v Sec r/onv/ or•eo to the old type /-, l , a,yd 3q A •. $Ntbn specified em diewiwgt applies of *4 INlersec"M of lwtldii 1 e s-rJ sA .e►•'.eo,,'A- ,, • .van .aar wr/rn L0� ANGELES COVNTr W1901111 of A 8-66 added mall of mein slNm drain and tMltr lint Of MIN pipe. �� / !r:__ -. -- - `.--w-�'-r.a .,.w.• rw etc.-.a..o.• a. o.T[ K . O. 4 -1 72 ktvit.. Cawcrett Dae' law _ C. /f .�d1 Li►a.i�_ FDA rt i ' '•' I !' ro ( - I ^013 t : '� 0 0 C O >+T q O L C: S' a Ie T �'\ Rtvised 1- IS - 71 Z ' I i •Asset ar • rill..•.. faa.»tt• ••r.. ♦•. i C•a.ar •a....r ........r,.dedoe r 9 J -T-- -v-- --w --# A•rRotl[t RY - _ _- _�-_ - _._. — 1 _ ._ _ _ — ••. r.-_ •...-� .� .._- wow•. ..00 J .•►wo.fa s• • _ CNI_Ei !M$_P! t� - . -- J Cw.e• a.•r.tasw AI_[ DATE - KAIt au•Ts V_A III . DWG. NO. .2 - D' 193 DWG. NO. 2 - { 406011100 be RATIN BASIN 1 D PRATING !! S N RE NFORCEMENT C_w M. NONE Aft.. 1946 a1/etT 1 : air 1 NONE S -IS -'t• twea17 1 dw -1 r/-+----•-------•1r---------•-�------•---•---------ter-! NOTES , fJ .-------r------------.s�strtra,� _,rowPar"Pow.� I I ! A*O" a/t iMelhele E w 000MAlwl 1 't ir•A►wI .•ire► f.t STY A7W 1 -----i, , _ vett Iocdt/ons der wog Ns 2=0fsfi • _ � A . - "�. 1 _ - _ .. _ _ _. •AreaeEr t Cd'1KCTON t1'n, t r re oodw awe •omv of ORr.q aryl ,1,,,,,N an .Aur. • fawn ,rprr wOltr a' err+ •+9 '; , bower-__ _w.,, -` Locale pipe e1 Ills dowasheertt end N the boela WASS - .. . 1 our nrlo+r "M saw". efamn*V a ' • ,` ` - -` ,� ...hw wsta ~ �' a f d e t•�/Ar• tr J Ne,.ewar Aar ,bra r wr.+.i1, r. t_J,j =- -� . • Ate . • rl' .•awL -- OewN ped Detail e • •a G'0le' batertl er a amo rw sMr-a.wef awaos r t-N1l. _• r - .-i f- . « bwe t two e) A.S. spacllicefty anted eMerwse Os Mn• general plea. r . . . 14- -- - - - - - - - ' - I ►Ips MSN N trimmed IO Me Ileal aMpa Sad ttsgn► �� •� - betwo the placement •1 Me cencnlo. Ar �r : _ —J - � - S f„rr.rr err awedf M nevi w w■I►. a Cw /wp #, set hs ddf olbl Asetae. �-• -,I � , . I :1, E1 r t. I4 I - - --- — - -1 . .rr ........rnr ..*..Reiw M ,ay.w•a.o s.r"e► lata n om -r - .f ` 11'...,-+•' a • • I • (; ` • a e Irp. F-- --•i ;�. s — Desi n • A 000 sl esshr• saran M al Z• N t. S /►ar.erl.t• Iur Srw••I- Awdwa• Jr►h/ a••rI r wrEnrie./ fAr•ae air .ar•a[I.rs , �� •� ' •i` :�/ • e .� ��• _ t ea • • . ► Own • I . Saw •...•u r AM Awa MVOO Aga. fAtl'!w� a A~ .ware M A" ad Aar CS} l ., �. �•at / " e • y P. e • ti-- r-- 1 �• ( floor of the besis shah slept from ape waits la the I '`t.•� Ae ..tats.•. CAMW •w•'-OV•A'•••'•• A �• ''7y __ J i % � / 1 • I . ' I ' ' - I 1 outlet and shall b• lives a steel- troweled surface • , r.. _ `..., /u rw.. Oa. Ae► a ANN -K '!•Aalyd► r •7: AA••r1 /our► •✓ r « ♦ . +� -0 a .f . t . • 1 W mar Air awe► aI ~ /".aurum Alec er Aaar Efaf •' •;U ,, r �.� L�-_`�„-� I va 2% 2= _ I -04 - I� f lnish. ( IF �.- • r..a .�.�,► -L= CwrOlwe of Mt Sipe orad ill GIN walls N fA• gtrtler I / ' N/ •ftdw ,+r•A� � I �� � � - 0 . n•9 � . �. ' •* ' ' -•--• .rr Aw w A•.pwe/ �• Am.a•I M' t afw A•fwaerral► o1Ere � � • ' �— Dos e1 opesbg eMN lot Marmot by cured 1«reds. I I / ` r ~' / d cs tit. ar••+r EI/ Alar Ayr Ili a.r+r /+ A.�R /As.«+it • • V. �•. • . 'e _ . • ' ` Dewe*-- --, I - A� ,� tIwI1I• f L �I . t 6' .il _2 -14 •- _ swleu M ON exposed cascnlO she/1 conform, M grade, ` �/ ft.• / L fF M I 1 - �r •1< ,� i e Sar +trees • t er A•s► Nora arw+ a/ Ar wow w Aur vas /Iesa.a t3f Awls Aar /tlelr/ Aaoa Aftefteir • M eww+rt• •r Aeas•w� Iwr Arw.w Ir.I Aran r I /f . , s 47.&.. Anchor If 1 IIF 1st✓ shpt, COW, orad finish la lore Otis Ilse, of � `'`.i est. M Is! ill de" _ 1 +� ewer. mot nllry ior[r1 EI•enr w 1-' w► At /IIIrIt /A•1e nAfat► r Ala.a AMr 11•r Aatra•�t� �la.aw•M !Fou AW eraar•I ... j- Noposed , ewb tad rape adjacent le MO bash. 1 AM= "Wix *,bite. qr dr r.•Are.p Eras nr�r aeon l r.r.o ieI►,+p+ta.. "r•.nJ nr r"' '"' .."' fLv "u a"r"e "'.r "ea - A ' •----�iMw As /low - F' - . GIr 1st I�MfdIC IrtENT: t Sid Due Silo Z-0tit D swwv Aswr Er.n f.r o•atlf If ivp..elf, drr1l ayRer aA•.M r stoat - v 1' /I ... s ? ,.seyWe*& slaw /t -ASIS . s 3 Radius - - - ! Top Slab - Ne. 3 or No. 4 bars spaced n required an Mat . _ •_ ._ t - - ---A. - , ' I . p. data.. ~� .► /1... Arrrer • A....• !tr'.•f I%Aap aaeraaA� aIq r [.R •r. _- Struetwel MeN. I Mx �,,,/ f y� - . ..e. oma ' ` _ _ - - - - - -=�-- - - - .I------ - - - - - - 1 - - - ►_ - - - - - %res LJ.A� /�G w,q.r Ywcw�1 �t .. •.. �'i 1;'.4Mr /M[ `+r 1I Mrtsa I ren Ere/ �%• .wlbe lwlnaRl�/� _ ,.4Rodwt E -Anther lI es wells Sad flea -Asn ed lid. low Ns. 2-o1T2. Xg" "r amimpeo e so Mir Sow" a �'�' �'~ �w - � ~0 *,- -_~�� ow � � t FLOW � - all ` 4' RadilEs flour h► • • � I - Dwq. No 2-0232 - 11 d Q,NIENSIONSr I 1. >�AN VIEW % Rest/ - ] fleditmG sfrUefu�a/ dr-awr�A _ Areae/,.•. sae: o -s Aa.: -017'!1 '� e,.. e►,rrrnae► f Aletla , .Irgr /'iee w a.A•+ /Ir► ,s. ,tl►aerw. r« curb face of taleh b..1rt aptNlwg tE=Igl C.i. t M i slteN 64 Y 1 A Learar d pweo /err, r•sCa/dp w► impose Caw •NISI mO mwa.•1 eewe _ -l-• � /•'evor m~ .treed --loot ofeww A~ or A- - 1W ft" A WN&Are, bow Soy AV* J. Dwq Na 2-D232 A 3 • ,, � As►strtst• LSAr.l-Ot`0tt:1 *1110 .I Aar drmrwurJ• .4 10he Iev - - be as regtdred by Sit Dw fs Nos. 2- D e•, 2-D41S or /�iUi7d M//d 51"1947r • JL:_;"0,Atww ow► sowd>� ► j.p - •::' N shows M Me gsNeral plan. . • ! QgiiLf AlyO� ) A I ,~ ' nrsus a .dr SA•w•r s t.•e two efee be err s.o~ or save• Aum. 1•d1M, t-/1tN, . . s . . . COich basins IN w lofeel N mare shaft bows a v r-- - r* - J> t TOP SLAB -STRUCTURAL PLAN depth &I t..1E,e end equal t. WA curb i«. -N - - - - : ..••'Arse ..,Inti:,.•At..a...,. .. d■ anew �• 11w#a •� _ She catch basin plus 12 Iwehes,& but Iva me case small 1, �: N �� ,' - _ _ • I - ,Seam aw.•ef[r, srfelar: w~~w N �,,.• e!• M+� herr Or ALL A • ':,. Ll •N „w „� �"'�� Await See A10V as de r Ieane drrD nap durrmin IM slope el Ihs (leer •steel 3 1 I � �/ - e. • 611 frOrse end w • 14'- O end b• T - Zee *Ness otherwito sho im. i (� 7¢ _y_ I �_ f •• S /Coat der / ..st/ of s+er aver d at/ Awf apeavwer /elw4 dmrrl arrelrrr r,xw+[ -. . . '. . 1 per owl Ne 2�6 • I v • 4' - O', unless otherwise shown. -t i I f, • A R•di•r•... ` -fete pleN sad I - ' - A ': .. • i ' ' . `; •� Anther i per Dwq No 2-023 1 • 6� It V • 4�-0� w lets. d y- A � / _ _ . .� SLCT , 3 er 4 blit, g req'S s, , • _ . ' , • 1 ( 1 • • u v•4 -I h •-o•. ION A -A . be T-- • s- -' - - 1 • 10' It v • •,- 1' w mwo. _ t _ '" - • f r ' - FRONT ELE:vATiON Zr --- '. --6.� S '-------- • r- -T ---ZT --i- • • .----- --4 1••► 1 ,' 1 IC . 1. �• >� -- ---- 3 n: t std. MO. 2-D !i ! _ '---------- ' • • _ _t c"1 - r i 'street Or i . �- D[s • r �r ' r T i '•' I E • s • i i _1 �' I • �1 L.D surfec0 V 1a ]=O•(incl. ! ,place ewe stip I2 Inches abate Me ©NOTE - 7-s=; — -- - -- t - - Dewed _ I i 1 1 leer N the baits. �., A : � / _ _ -► I _� �_ 1 I - ---I _I. An olttrnote step tlrtap De used suDjeCt t0 the approval of Me engineer. A. _ j,. „f•, « t:.no► e•.. srdcJ - '�b. �' � �► rax , 1 V war ]'_ O , /lett slope N 12•iEtch ►wtorraH Item the I _ _ 1 Z All steps will be firmly and rigidly set and no cones Or shafts will to �� , A..el•.w aur of rr11r. w+stp.. , . t->t•fw... 11arAre AV 1 Vowel- 1 ►leer N she beers with the 1 �� My 1 • - helettleN �Or end M step al 12 inches IIwa1lmurrll • `�f Y••+ .esRe/fair ae/rerAtMAr� f•w•/1.' oelee •t Ir•t a L , 1 accepted with Dent or crocked steps. it s1_ 4 -ugh pew nwl NO . • Support Mope per 1 below /M lop swfece •1 IM lop Bleb "' 1 . I ' 2 - 096 end Nott 3 / a•• No. 2- D 17S t p 9 M+..w awl dwleAarr srI fneAars aI EIrAe'a�=••+� 172/" �1 _ Baa arndl 2-0232 1 LOS ANGELES COUNTY 3• Ste t Mill De OlVonil•d otter bending. ,..t,reO4•e,R.. ie•et.R s..�r.i•Ia+►rw.w•....ew1►' DETAIL OF DOWEL "'�` ��NCHORAGE��� el >1 FLOOD CONTROL DISTRICT AI 1 b • 1 I �pEw don/ eleYr - - - i. par Owl No. 2-0224 CATCH BASIN NO. 3 «I rReow 1 0 f 1 - -PLAN SECTION a slaps he outlet Et I e s Item all drections I AND DETAILS • 1 1 ., - : _+• _ . t . . ..f.......,w ........ od ,e 1 _ _ .----------1 •r..r•w •-r_• r • twit rw,•. • 1 AA•►stovao n SuboreN optasat-' -.J - f..urfaa SECTION A -A - DAT[ DWG. No. - 2 D163 P.EFERENCES REVISIONS LOS ANGELES COUNT-( FLOOD CONTROL DISTIRICT 1 "Avert .•1711 e[tcwlN{,Qta " °. "'J`d Or STANDARD 20' /• 25' . A ® I-1534 7-o Rerised� eroed�Q Io ar DROP STEP . AOww•lieO ear . — e r ft !E* - - satIA-e4 no%. COVER FOR . • © 1-5- Added notes - ! &WO-10,04rce or I e -,-? f r4.L 1� uerl T t - rC w K •a.r. n o. I E iiia 2- D 17 S _ . f�. r w ? N _ ! wacorr/rear, / t,1 JE., t-J.-ff• DATE DATE 3-I•�-s P.O. z_ OO,G sMEET t 0� r.fl Oar.Or t•• '• LTERNATE METHODS FOR FACE PLATE A - z -- - - - u/ oA•,chaa .ru Ac.sn o praren wrn✓►9 -� I ... _.r.. '•s s0-dt-So fr , � /�,J'5et/ 6.4' ,,.•yAi %%b i� dlr+a••ty An cola , `�Z.** A ty \ <.' , s taw/ i•pe Ipr 1 va-eft or l - 1 .>. /etdweOW,M van► ' - ` , I N A \ I ' stoodil�rs Need & >` � Qo/w. /des / -.. _. '4 &,toA• sdrsA• • - :� ..i % •`• r• /, oeAst sd Aare•+ see Notes • 'r... I •- _--_ ••d d t ' . 1-•---- • r. • tea! r �. ..:-• t JI0, ./v ...r •.. . • • .... l d ! '• Er /0 /tieNnt PAM %wee ! ..%: .X. •• , • 1 .Ir' t ''� s .- ^�- f .r .. I r . _r T- - 'i ,1 . I !• �' A! .-'MOTE: best«,►ew►ft, .I 11 i" •- T' f'�, It. I - `. 1� t viae/ toter/ ter serf. I - - T I • ", � ' '•. - \ M tArsAlf I/ cf/cA 1 1 ' I I: •0 / 1 i - ! a•j:" r ! I, iorertr ALS ; 1 I `%o EetTNll/ fW atrlrY*~ aw'" ewe: ',� ' : s• : ,1 `: ,►!1' \ : 1 sl; ' deer MI = w , , i �� `., --- -•---.orf ...�...-1 i ...................... -•._.. -\_ Vi le,' \ \►.%t w - ---- go 10 • -ire 1 404 If ItIONE S - IS -'i• st•a=T dew . I" Ste 6om wswot S'/ee/ lM0A*? . - D�!/r vmd Apo /Lr # e >� brass ; '� � �+ t r , ' %•1 or stoiw/Ht sleet tockeI sal Jemso, fbr AvAKliar ASN, : j_ _ - -- �- -1 --,-=- • rerel,oy /1 ,, t JnYf ower rn O It /bwpM. i . Ice ? ir•-Wd da/r /Ae codgattlir'. Spw*V Data, sire I !; , l TL_ _ _ - FF - - - /f el Avow-h'P•iod S/d.,Pi� thread. Ott¢ /Vee. 2 -D252,1__________ --t" j �`Zt�K � ` 1 ,`�- '~-� Diapkk hole - -L L. % I I i * • Bev -0w TAt OF ANCHOR _ __ cde.rw ..Ire a.Igr + Allen --N I . ��' _ Iftxlr 1-.. xat Street iewde Q E L ��►, r -t -!=-t - - - -- I . 0 `. 9 orCe/tAAatwr - L -..�. --.d ' sar.�df gel' r' Z�'! 1.Zf Orni1 This atop tri J — _ - t�iaic Min. .. . 1 / I . • ed Ste ects ( •• y • b SCIL'W..Sr_ I l I I ..a,..l •paw I Q. four' streets 11 _ --Z= l •Diomont! notes \ �.� i �` - _ ;, R • :c Z••, : , .,,�}: _ For errs. IG` Is` -- � A SECTION 3a0w1NG LOCATION 01 a t I is A I - ! %not � ie.,p �Ql ; I :; :: :/•, . See Note P) See Note I — -so# SLOPWl per AN bb -OP52 ANC1iOR AT WALL OF CATCH BASIN /` , ` �.. I ti I _� �• • ®FACE PLATE END d SPLICE DETAILS ,,\N i6 __ _ _ —A-_ - ;T; 3-4_ ELEVATION FLOW e I ; - ��., T' TYPICAL SECTION THROUGH � -- 7 .11 -•---•----•---------------:----!''----...------- • �-•-------•---- Is ' - ' tV-�•- t•. `,�'� • �,t •f• •X' [Mia'/A .._._. ' .._..x'_L*Ayth.._..._.. ' .._.� _ Linsth--••-•---- • 1.CATCH BASIN AT MANHOLE i ,L t.; . a '-Lctten lahi A / ' 1 j ' i -• #,,' •'�• a --- --�1 u� , cast flush wl f9 ro I • -ft. • . • • Ir.• > See Note 2 N A _ w s s rt o •► • p .;.; v SECTIO A er Ne/. aw • /nc// R Or AEAWR Gtr Suppo►RT X LEAKirms San S' a /a' 1 2 10' 1f /5' 2 J 15' 1f 70' 3 I 20' /• 25' 4 S 25' to 30' S 6 e . VAIC rstslts eR omm lw smor a mom offm a_►elb LOS ANGELES COUNTY CONTROL OiST1t1 Dt-,� OF CATM BA -911111 ST t E L i4 R RANGEM ENT • • � '. .�, : ot NOTES: suPERSEDEs Ol "MG OF THE ,SAME NUMBER DATED OCT. 1992. � c wR`vts��*eon ... bop on l7,^> FOR TOP OF CATCH BASIN Na I )I ~ • • • � • cover opposite pick hole-•' I t `- • :.. . .. / dl/ bort snail a I`Geh!, Ase-roMlyd shed per A. S. T. M. , DesgnoNar AI- 36 II t '•� •' f''' +, • -'.:'•.•A'-? =•,s Bor lengths shah` nod exceed 2/ end sholl be cul to /it in lied •-/•I4 1.. .' -•.:• .`:•• •.i . .Arlt• t'.:. ✓•" . • !�/ N'Aen w is over 2/, pro/ecrion Dor sAa// consist o/ Imre or more seelk=tt TOP OF MANH%`LE FRAME &COVER Edi OM OF iNAyHOLE COVER � SECTION C -C a depending upon t screw o/ boll Apo Ldefor i o/ specie/ support bort end eldlNor»/ I ( I I I �� Z. © 10# coupling o/ dol•nStreon+ end Of 0810 bas n sp /1 �f. Engineer /n the field. I _ >S •' ' -- \ ` NOTES _ erseaEs Drowin9 of some nvmbdy doted Au+q 3, 68 �Rer rte---- -Z3g JJ, deo. of cover ----'+ , ;4//ems soe,�erl ►+- MCIOHT H (I.t !os .-A ..ue ass. b -.f s� Fe r•► In» �� a� ten'. why rwa•..d,Ie s 1 / •-, ' ///j I ( erwr.rar that ten v.ls sr m, = a, nit k 413,•n the L.ftz.iw ops sr d in Ills r•- --' Strot?�!c't�e �e�rOtrtng�LL�fC�Qrf�C tll,OQ21JGr_-do -fir R- atFIRIENCEs wtVlalONa LOS ANGELES COUNTY iLOOD CONTROL DISTRICT LOS ANGELES COUNTY F•�O CONTROL DISTRICT _.a• •..0 w.t•_.- Z-0432 D z~s �'••a A'•,f REMOVABLE PLAN, SECTION AND © 0-46-11; ::1; «" PROTECTION BAR AOww•lieO ear . — e r ft !E* - - satIA-e4 ,'u: COVER FOR . FOR CATCH BASINS ! A.-wovso ar �• _1S.1, ��,ori ' / ' uerl T t - rC w K •a.r. n o. I E iiia 2- D 17 S aYerl••E? •r' •.--r w A jf-S �j ASA 0~ .. A► t • 1. I�wrfd ilea/ ,• G �Q�..,✓y- 41 r� de • •r.r- w _ ... W .-•__ - d //•/, N V Aw Atulat/ ...�.•• w -_ I►tri Cir •q1 a 1 / nr •v w....»....., _ . . .... -" aAcrt •t DWis. NO. 2-0132 c w m_ Mat s- A -' rows. t .. t a "* '� serselew ', r• / i I , , I 1 .•car dr..M ss usswt. for Ft (Lt secs -c) ss La• F. " + I I L- LENGTH L tl los • dee Is nthsroutes s1►s•w ww'larn. L r...y be , At/ •,. ' .. �, a 1 ' I I' I _10 increeosr or I•Vti.A sf tAsrMfolo .��ts� rlo n+sst der _ _ wrew'? -- INam►1ltels ftvm aid co tr' a �, co rr ---�_ �, i Outline Atih-'� � t =1, 1 H � I s'1� -- - Than w: -e41'11 - , rib joins rim I 1 �, I `, ,,' 6 ,� I M- 30/A.� ah" ra a aper :sly "'s y e.rts it oil, tam. alt eb M A�ws elv,.w e a I Edla to r ,+w►nrer �' n I - �f••sta p M/. s'-ts� sr s•-• Ibr• un ed 1 /•'"k to 3' Redive �� ' "vertind �-----2Z Dia dwropening -----PJ Outline whew 1 s__ -i _ tst°ta CROSS SECTION THRU FRAME COVER ribs join - ' ; „ ; ��.16,60 s' .1:12 N Z - 2 I T T Slot I w •• air values of tall UP M � it.et.,1I g e fool. ! I J. �� � <T , ' .' / '� -J \fit � C ; � 7; t; 2&�1_ _1%i.-.--9 =., . 18 I '� Ig I thro�gr,oe/>~ 1 . - T *hell be Id 1i? values Al N War dl fest. i A � /r S. �\ x , A C G -0 � � sr R ► � - !;�", 1,.. ,,I • C" I ( I I I j U7 Where Presewe MtsrtlteM NaIK ltpactlod oR pleats ser Std Dw¢ 2-02to tttsN S.. L I .. • 1 I ' ^'-! - `�� I� ,~ g >.� �i:S$/4 ♦� C.,� SECTION THP,U RIB -� :i9e ..-l- • ' R ~ . l w1 11 w 1 s S N 1 -STEPS slaw„ to ..•d..d env >rr4I .vas/ 0/ �.e Ile• MveA ` s e; 'i� I / / / .fA•a- `�y (/ r.:fJ 1 wt-+�aJ P-� 1 , orf the w.tle .! Ir�ls�a .Ff•trn, so:pl fi..e( Y. spoon (r 101rc _ �; _ _ 1' 1 ,�'�"'~`,v ) ,tr 1 2 w 1 I I 8 fill I 1 K AT M i D RADIUS E . `-_ ' Tet. tcaw�•,, aeor• ahel ba n.t %xe9 ihen : a•/ •a�.w Isla aerie at asrs �Id twn.•na(. rMfw- \ ! , � _ L 1 - ,L IJ - :.F - , _ , �• _ _ ' L �. ='' � G !� %• ' t ' i ( 11. _ I s �- >♦ IS ay. D wo 9r 0 i '1 '�. �..�� '/- L.i._ • e..r i-/,ri a0ar r ' 2I to s •s •X rwimi , '`�L o/' ' , t, 111 DOTES 2-fic 304 .,r - 2• dura►. �-1r k. �---'� -T "� STEEL ARRANGEMENT AROUND MANHOLE - _ to , ♦Re�M �.s a� r �` _ `�. ! •a T• t '�•. T• �Z 1 I • I ; Y L'� . f_, 1 : , fi a/re and MYrI'sho// be OCs! iron C�It> mi 3 tNrORK.I STtCL s�•l Ch1 fra►t l+' eters. L•w• - - C -r -- I - �7 '(- e - s• .w�•E tL.= s 1 v� ��'f 1 �`+ , I � h rel. , t -o t7i s 1 « I~ -t Y �- ' '• } eta e I w , "'r'1► 4 �- v veer de GMG %g pe \ /_-�� A11 glom --- r T'i f ri uLera tJ 1 ; .- I I tF. air; - ; : • 1 �� 10 . he /ote.''t A..� 1. A! s�ond,;rd A �, Sloss .�o or I N CATCH BASINS N 0. 2 AN D N 0.3 - - _ _ _ _,-- , - Z _ - A. � , s I L -n No. 4 3PA6 .. rr -140,0 R r / %. \ i\�\� \ _ -S , AV7e f _ 4 - STA►T I O N a of w+MtAele a dump an Rant s1 Wes d e ievaCc�'� e �" bV` ' 4 ►rt 1" O. C - � � 1 •' t 1 - + : � e.� 1 , ' . . �./.; r` , .;, 1 • i�'r � I /./i . ,.-t. - �� - are w / cw tCr .q/ 8011of t• Itis iW W"e =ditto ss• move L t' 4, �• .. )K l•. ♦ 1 '. _ ` _ . % t ;. i� N A Af•h �_ �_ 19it� � ' ."3" �.� `'a''�. AI V . - .•• ,e�'••'s=... ., ��,� 1 1 * , �.! - - .�. , , . i ,sd� �✓r� Ae•�o ;� -�. max; 1�. ----------- - • • e 1 _ 'so _. . •� 3 �:,.. = T -f_- 'a /,.sato// hw-0 .a r •Iy4 .Ulan Socket Set SCreWs 90 b ,p �,6ac w//ill•' 0&1e,4 e 1 I -+.,, jy�j j y// IQ --„� , S -!`LOOK eA," rv�enhot• ehrlt los al•sl-is oweled- ' - , '' 1 ►' 1 _ >T �sce N�1ei _ # EXP• * , . " 1<_L _ _ _ _ -- _ _ -- - z ick hole in ho/ /7lled J/ad . O de 6- a Nc; • alts now here err res ` ' oin1' "r • p es d pprd / in plh 1. .4// s>`ee/,oho//� .it3or'J .t ted and �inentiQned os eo//ad f +� s, r••.e.�«-f p* mac... n shall ra ..e.i.� Iva w I a 1 s 1, t. 1 w A// arts of the O'ame and cover exceo.` ire cb 1,..� ed •r ww'd Ylau , . • _ _. - - t� . -� If _„ - R e P . o , nr.( DET N PI.A l oplienel tV • t icarc,,2 b � � 1� Z D o.c osir7 Sfdndo� /ons un/eJJ h fFc� n I ►" _ _ _ -� _ _ _ _ sur!bces shall cooled with os he//um int. ,o S orrn di e i/ hereon. C/eGron e -- ` -- -- t..pp Po y c *�- - A? -"' cltorOpel11ng frame and cover shall be tested for acc✓racy _fAo// be 1117Ch Froin 6OMW7 of s/a6, * orf' /�// and sl:o// be marked insets be�or_- delivery. �3. /110. bon /Z" may uldd in /i�u of No..i bar's @ 6'• CROSS SECTION THRU P• i M fro•♦e ,r?d cove,- -oyepa oe Dcullioyee _ t/c/f Jho/ !He /o7er7rrlis.2tr,;rr /eiieriny .1,1,00/7.2//C/ .r/At _-rd i1/o 4 Aali Cpl Z -o oy Gti used in /leu of Na 3 hors @ Z ree-�.2 rrw/t► /A• •J•- - •' Ol.sf`� C/// . REFER=NC S REVISIONS LOS ANGEL=S COUNTY FLOOD CONT RCL DISTRICT LOS ANGELES COUNTY F•�O CONTROL DISTRICT MARK CATt _ •[tcn•► M" ¢ 619-.�1 Rtvised c//moo%d YjAyyOL` FRAME AND PLAN, SECTION AND © 6.1-4-69 Added ncle AOww•lieO ear . — e r ft !E* - - satIA-e4 0J. // '% - -&prh= RIA COVER FOR . OA I Cy $AASINS ! A.-wovso ar �• _1S.1, ��,ori ' / ' aYerl••E? •r' +,ISCOrrEAOt� T ' - 1 -. DATE Pt0 UG_D 1:5 w,y. T �- H•_ i 1�•_�._r" -- - -"rr". FA2i 194! SNEL T 1 Of 1 REFERENCES REVISIONS LOS ANGELES COUNTY Z _p 171 � rAwat eA17[ es•c"ITIO" FLOOD CONTROL DISTRICT •t 7-:Z CAo/1,•I/ b+r s+Ar lr CATCH BASIN w,."I" �r 2 -D I? . /2-52 A dde•el , rrir rem -e 7-68 Rcylr d REINFORCEMENT FOR R[F/1R<NCts owvtstomo LOS ANGELES COUNTY F•�O CONTROL DISTRICT Agra oafs arwswt.♦t•st MANHOLE NO. PLAN, SECTION AND DETAIL AOww•lieO ear . — e r ft !E* - - satIA-e4 0J. // '% - -&prh= RIA aAT t ego. Z _ of 0 2 I -1-74� PLAN AIL N r •.•,. ' '• .M { Y.v r r1. „ ; R s1. (3ltaft not shown) (Sha ft not shown) . • t. - ' .-• '} gECT10N B' Q OF NO ', j� ` i 0� p .. • Moor s►batlNw - 3ee Note M i aph" ar two pow ren/f DRAW/N6 1UOEMMY AM C � • I � P `'a.�,.Al / r I� s r • o SECT N /1-A011111 - o� rite sfuE Mc. ofrEO i >=is •. � •00011111010 • ..• %I -Vee R EGO t1z00 PISAO- Ae t N & 3 F. CITY OF FONTANA , CALIFORNIA P— — _____ ---I— ____-, - — __HS SSOCIATES NC s f . 109 EAST HUNTINGTON DRIVE, MONROVIA. CALIFORNIA 9101 f: PUBLIC 'WORKS D E P A R T M E NY (81 a) 301-441 O FAX (818) 301-441 s •,�„�,.4 "& Drawn by : SOUTnRIDGE VILLAGE Scale'. ® 2V- 74 ROUND MANHOLES Aplj►t,v.a : j< 1 .. � . -P- `''� tfH AS SHOWN af-wo,v[e e♦ Otrs�gt►.ei �►: TRACT NO. IS744 Dote . . o- _44 . - OH/�/` IJ/ER/C.SF/V R, L. L. .�36a� - LWTCY c�E p S T O R IV! D R A ted PLANS Cr•tr trc.rlt• - .w► . wribelTTto e17 wtf.Orr 40 ♦ . -. _- M_C_T• •../ _ you rase I i�+o 2 rJ 7 - Cheekef! �'. D 1 s/.ccT 1 or t Approve d ”' - " "^e ~'� REV• DATE � DESCRIPTION APP, t�/e TY ENGINEER R. .251 2�2� i I , .