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HomeMy WebLinkAbout1451C-5• - - - - . - . .. °See Special Nola - - .. .. I F_ `` .1 . Variable - I - - - - - 40ij;n - - • . I- Variable �;'- - - - - . ,I r. L .' " -t Side Opening Side ing I f 1 Side Opening i• K 1 12 til I Bosh �N I I Bafin I Bosin D I i �'�- - 1 t . �� 7opofCurb`, 1 I ' CF It -- - -- - / - ,4 --- - - --- glow : S1r G/: - - - - - - - - �A/l Curb faces Fqt oov '- - - - - --l--- - - - - ..... - - - - '� ; f�tnt B �' i ' -' ___---f- 6 `,Pieta/ A —'- V , , Sfrai ht erode or see note I'" - 1 llr►C ttl ' Kirioh/e q c�% ge hLtn! Ai 1 i_ ' — _�-Stro%ghl 6t�udeot'so+enole`I'" 1. -i ° CASE A S L � Seri not. •b" ,f r„ . ter 'b ' 1A .- SpecKll Able Where no curb exists. c:/rbs shall be _- I D _ , Af, , ; -/P,Jge Lrne constructed be/weenem4 arlocal lkpression Curb '( -t • (� oun(/ Off) secltwt shall contbrm to that otr'conl/pllir►y oysncy .1'. _ V; - it - - f ' • :- ..� - I- 1 - . ! _ . _ , Ears, Gu 1+G . 'Sts Speclol No% 'Ex)Jl ' I . - 1. _—, L ne r Cu/6 eoinl A�1 - = 'I 1 . t //l B ' 1 Ci I ! • i(XXJ _ r- - - V/riab/e - - -- 't 1 I 1 `'..' ' (Ver�db/e) I K it.!- - • - - -I 0,3d whys C f. I 12 i I' - Siad OPCniny p i II► CF. E L E VAT I O N SECTION _ D- p m __ - - i Tol'Cvrb • Qustn r'' 1_ - - - - ' - - - - ( S A - - - - - --A_ ' -- --' ''-^- - • o Loca/Arpressiorl hol/Glr CoseH finless olherwisespec►l3rdrurgc!eerul p/Un. Or f bw ; Sic Gr yt,tol Curb rbty - gyri! Q . r , + b. flavotions at oular wrners .Ahown on gelaerol pbn. if no gilds otims uie sper►.`ferl, � 6� 1 l ,"r" -- o e 1/N oulur e of Labl AWess.00 4holl cont3rm to fTn►shad s/reel sur2ca v I 5, ,_ /n tBsLA 111, 11 / kb 'Voriobk 4 'u, br 61,u1k R LjtW • • 1/1I Af c. Slakes shall set to gradevbr►y /ha vulley and olunty /tie ridge line (outer 1. edge of actual depressed area). Stakes- of points ll and N shall bd sit IL Slrlat hr Glvd1- or see note'P" _ _ I m o s/nui?hr graik betwean tops ofend heodel s (iron u verthv/curve so l_., \ .we note I'"). These slakes shall not be fvinoved u/►lil ills/ botbiv the I _Barg nuh_►'0 ",- 0 CASE B � .- � - -. - _ � final finishing. a d (i 4 feet unless olherw,se spmit)ed K • S reel unless otherwise• sprcit'ir,I L• /. " .1 " N H - 4rncl/es I�nle.ss o/herrv.'se s/,orvn oil ;he ye,00r-,r/ Ni)r1 0See 3Ncciol Mule - - - - - • i a Points A and B shall be• set dl tl'//cheer Mori eil-slA/ry 11 I w I I Side 1 1 , II I I. Special delails governing the construclion of%his local Depress -AX) a, ; 12 '1: it-Om-nino 'A;' "C n I wrlicul curt C shown on genet o/ plan. CASE C LOS ANGIELLS .:JIINTY~ FI -000 CONTROL -315I14ICI LOCAL DEPhE S S ION NO 2 FOR SIDE OPENING CATCH BASINS ,0-.KJ7:Y :,- r- f o .I-. DArLe;1_088 No .IIaI I -I_"I Front A T r Inch rings sholl be reinforced with two round steel hoops 6 Inch 8 N• 1_-- _L— rr (Manhole.for and cover, Plwrl 2-D W 47t >1 i and Inch rinye shall be reinforced with four hoops, to t9. j—R—r .+ ! __ - ( with No. 14 A.S.& W. gauge wire 8 1 d Note OTIr under Note 5} T IL- ._ _ _ -_-- _ - _ ----= - :: inches on centers. I EI •S,-J"O.0-- = • r--- . - il► , :.. jSea Illr,q batt tun ;.. ... �' + a h zn possible re -. �', 11„ . r g M�� ' N s;lail kre 14" fo 15"Q in.,he. on center. I `. - - (fa MI.or- Iolnld•fails ;! : s�q}► Valent '\ 11.1 '1 24' Diann. is w max -1 �-. %-.- REFERENCES REVISIONS LOS ANGELES COUNTY 1 •,, - .v -it + ,. - I - I v `d I -I • ~, - -----��---- �: #ttitbOrJ.4rgd. •�,, -_, -t a - — ,...:,.-- :, : + ; -..1-1 �Insideslam 14 Inches - • ' - -I I I so ` . .. # 2 tolls, 7 mqd• It .,i3 ..,,- . . I , ct QI v • Eccentric precast , r -- - •r�: wG *i •N {r.•, ,i 1e ,#I A i r� . , 0� CROSS SECTION • 11 OF REINFORCED REDUCER AND PIPE �E �-� • 7elr I y 4• :�Sill CONCRETE RING 44 .1 _tl • t ' - -- t -1 I/O The Vecost concrete monhrle structures will be , ,, II -i-70 9 / /f II ;.Ill1°� •, 36 6• .�, A,0 NOTES D2 other 96", l •6 0', P•8' - :. I- 6', t- _- _ -I„--4 2 -ALL JOINTS shall be filled with I-2 mor - - - - -36'/8 u 53 oJig. tar qnd really pointed or wiped `•n Inside ,-Variable length precast L CHI[' [R of shaft -"I 3 -COLLAR of 1-2 mortar around cuver frame 36i1 3ptelol M N -RCP shall be omilfed In rock and oil streets 1 concrete sections ■co and In Paved •►reefs. .� • • . . .. � . 4 - LOS ANGIELLS .:JIINTY~ FI -000 CONTROL -315I14ICI LOCAL DEPhE S S ION NO 2 FOR SIDE OPENING CATCH BASINS ,0-.KJ7:Y :,- r- f o .I-. DArLe;1_088 No .IIaI I -I_"I ... - •�:' 5- STEPS shall be t inch round ,tcrlvaniz- VERTICAL SECTION -',, Anl� s,londord PIPs tad `i cd steel. Tip e►cp ahull be placed diltctly OF PLAIN CONCRETE . cJ X L' i Lenealh the manhole cover frame. P P` Jfo •° N/ ,ECCENTRIC MANHOLE SHAFT Front A T ,-Manhole and I: -, cover, Std. Pen 2 D W4 72 N• 1_-- _L— -.o,. •: -1.2 Mortor t9. j—R—r I--§- 5 I , other-wlee, aParcing of et°pe In shaft ,� Concrete, Crone-, I EI •S,-J"O.0-- Std Concrete Rings 3" 6"orl6" in '' 1 s;lail kre 14" fo 15"Q in.,he. on center. I `. Thit lvlt Ss. w* I II , - ti . 24' Diann. is J - -_ .�_ I I - - -�-'-' 6- ECCENTRIC MANHOLE Shaft ,reducer, and REFERENCES REVISIONS LOS ANGELES COUNTY 1 rings may be plain concrete. A 2 81 ,: oATe I - I v � I a .---$$4 wire hoops v." I I Al -• T. ► . - • ' I - 1 -.. thickness stall be cinches The concrete ^ 2- D472 I , ct QI v • Eccentric precast , 3; +11 , v Concrete cone - . I \ , , ,� . r- - I ` r �`t' radially, Elevation S shall be shown on project drawings, and inlet pipe shall De 1o1d on a slrol�ht grade from Elevation "S" to catch basin or grade break 1 REDUCER AND PIPE A` Kfavelop 3500 p s i or grseote- in 28 days t Round I t bortG bars I Eel 1 • t ' -t- -- - . , The Vecost concrete monhrle structures will be • & ® II -i-70 9 / /f f •, 36 Dam_ I• D2 other 96", l •6 0', P•8' - i ` - - - - - - - --- 6', - sAe 1cbT and M will indlcalt accgplar>cs by u 4" `� .. � ' . ,-Variable length precast L CHI[' [R T.e -"I se 1 concrete sections ■co . 4�: .� • • . . .. � . / r, ... - •�:' 5- STEPS shall be t inch round ,tcrlvaniz- VERTICAL SECTION -',, Anl� s,londord PIPs tad `i cd steel. Tip e►cp ahull be placed diltctly OF PLAIN CONCRETE . cJ X L' i Lenealh the manhole cover frame. P P` Jfo •° N/ ,ECCENTRIC MANHOLE SHAFT ______ _ NOTES: r , " , 1 Junction Structure No 2 is to be used when 0 D of B is greater than '/a the 1.0. of D, ar B is greater than 24 Inches 8 shall not exceed 9/e D, or 39 inches. r- - _H - _ _ - H- - - -1 "1 ,L NOTE: No more than one opening shall be mode In one section of pip►. I �, �\ Asa 2 Values of A,B,C and Dore shown on project drawings Elevation"R"ond p . _ _ _ _ _ _ D___ _ ...! : `�, � � Elevaliop "S"ore shown when required per Note 12 I A 3 Elevation S applies of Waide sued d structwr. - - _ - _ 4- A I �' /%, -- ( of structure 4. Breakout limits shall bt determined as follows: 1 f �� "{ I I Upstream Limit- At the Intersection of the outside of the spur wall 3" Mors.- I- i ; I I . _ - _ _ _ _ - with the moon line pipe wall :. , _ 1 1 T Edge Round Ed , / � � � I- , o all steps shall be 14 Inches be - tween ley cantors. Except where ehown i----- 1e t9. j—R—r I--§- 5 I , other-wlee, aParcing of et°pe In shaft �% , , Concrete, Crone-, I EI •S,-J"O.0-- 6 '' 6 ' s;lail kre 14" fo 15"Q in.,he. on center. I If' Dowel-- Anchor- --- \ ' w* I II , I i, I 1 S<e 5W D L D 96. Floor of the basin shall slope from all walls to the outlet and shall be given a sisal- troweled surface finish. Curvature of the sill and the side walls of the gutter opening shall be formed by curved forms. Sutface of all exposed concrete shall conform In grade, slope, color, and flnish to the existing, or proposed,curb and walk adjacent to the basin. > ' '� `Tit bets ' J - -_ .�_ I I - - -�-'-' 6- ECCENTRIC MANHOLE Shaft ,reducer, and REFERENCES REVISIONS LOS ANGELES COUNTY I I When Junction Structure No 2 is specified with reinforced monolithic arch rings may be plain concrete. A 2 81 MAIIK oATe Da•c111/TION FLOOD CONTROL DISTRICT VERTICAL SECTION For unrpinfarced Sections, the minimum 2-D 96 * 2-1448 Added Not+ CONCRETE RINGS OF REINFORCED CONCRETE thickness stall be cinches The concrete ^ 2- D472 Q 11-970 Added note and , ECCENTRIC MANHOLE SHAFT used shall be of such strength so as to , 1 , 1 I'/, I \ , , ,� . r- - I ` r �`t' radially, Elevation S shall be shown on project drawings, and inlet pipe shall De 1o1d on a slrol�ht grade from Elevation "S" to catch basin or grade break projection of steps REDUCER AND PIPE except thotocol�stlY/CtiOV]Jointwithobngittrdmalkeywaymay Kfavelop 3500 p s i or grseote- in 28 days t Round I t bortG bars I Eel line Elevation R" be drawings to • t ' FOR IIUrES "CONiINUEU" L� * 7- The Vecost concrete monhrle structures will be I & ® II -i-70 9 / /f Added max dim uHfdC rY//A/Ok7 MANHOL S AFT ,'lie the surfaces of ,.unaa cnd ehatls shall be smooth and nscill inspected by the Engineer D2 other 96", l •6 0', P•8' f i _I 1 be provided main lone tot construction of Alpe + I I 11 ifle_v R 13. S%Oions SPtsifWd on drawings OPA d the inlert-tfion of torpor Iwnes T _ - -- APPRovs° sr (Inlsned Ones or �hafte with imperfect molding w honeycomb sAe 1cbT and M will indlcalt accgplar>cs by 7 i , i ---FF bars" t� A of is�in titre said ietorgh, oxcW Mot slooth s far catch basin osnneclar . L CHI[' [R surfaces sill not be accepted marking the structures with the Districts stomp I: 3 S �" Itr_S ,� ' • S-3 0 C \ € --- a ■co o r .� • • OAT i �NO.1 _ NO 2Z0107 `.'. `�` r . :t►.' `' _ --- (for shipment to the job,)-- - -- - _ 18 4' - i► 21" s" I-6 �34i °�: ��� ' ______ _ NOTES: r , " , 1 Junction Structure No 2 is to be used when 0 D of B is greater than '/a the 1.0. of D, ar B is greater than 24 Inches 8 shall not exceed 9/e D, or 39 inches. r- - _H - _ _ - H- - - -1 "1 ,L NOTE: No more than one opening shall be mode In one section of pip►. I �, �\ Asa 2 Values of A,B,C and Dore shown on project drawings Elevation"R"ond p . _ _ _ _ _ _ D___ _ ...! : `�, � � Elevaliop "S"ore shown when required per Note 12 I A 3 Elevation S applies of Waide sued d structwr. - - _ - _ 4- A I �' /%, -- ( of structure 4. Breakout limits shall bt determined as follows: 1 f �� "{ I I Upstream Limit- At the Intersection of the outside of the spur wall 3" Mors.- I- i ; I I . _ - _ _ _ _ - with the moon line pipe wall TABLE OF VALUES FOR T I Nj T Edge Round Ed , / � � � - 15" i----- 1e t9. j—R—r I %% \ ,, 5 I , 27" �% , , Concrete, Crone-, I EI •S,-J"O.0-- 6 '' 6 ' J I f I If' Dowel-- Anchor- --- \ ' w* I II , I i, I 1 Sea Pt A Ifila i- Floor of the basin shall slope from all walls to the outlet and shall be given a sisal- troweled surface finish. Curvature of the sill and the side walls of the gutter opening shall be formed by curved forms. Sutface of all exposed concrete shall conform In grade, slope, color, and flnish to the existing, or proposed,curb and walk adjacent to the basin. > ' '� `Tit bets ' J - -_ .�_ I I u« Nee in 10 Floor of structure shall be steel-Iroweled to spring Ione , 4 3-1• "p.6. .1 - - I. I I When Junction Structure No 2 is specified with reinforced monolithic arch - _ = _ J ,- - - - r Reinforcing Sisal Z I I,' I I i I J - - -.--� Toe bars 1•- /e I Reinforcing steel shall be cul .)nd bent Into Junction Structure in the same ♦�`-'-G bars \ V/I' 04-6"OC. TABLE OF VALUES FOR T B T 124 514 - 15" 5" 1e s" 21 5 24" 5 27" 5 30' 6 33' 6 361. 6 ' 39" 7 " DOwntfrtom limit- 6 inches downstream of the inlersetlion of the spur wall with the main line pipe wall The opening shall be (eclonglilor, cul normal to pipe surface and without damaging reinforcing steel If a joint in the main line pipe falls within the limits of the concrete cradle, provide a concrete encasement one foot above the top of the main Ione pipe to the limits 91 the cradle. 5 The transverse reinforcement in pipe shall be cut of center of opening and bent info top and bottom slobs of spur 6 The main line pipe shall be cradled and tncosed in 1: 3; 5 concrete mire, extending longitudinally 12 inches beyond IM limits of breakout (See Note 4); and transversely o distance of H on each side of the cenlerlons of pipe. H = '/t 0. D. of pipe + 3 Inches minimum Cradle may be omilled on side opposite lateral inlet when constructed in connection with existing storm drain. ••'•• " A s11 _ 1 "Asa ' _ \\ I,� 110- astalpirl" 7 Reinforcing steel shall be per 2 - D 171, and placed I'/t inches clear from lace of concrete, unless otherwise shown. A1 A m 2-17-66 00-041 / -*-#f ?-// T1 --` ...« w V A. N.® AeN11 t•e M C M w 8 E and F bars shall be cornIron" ed to o point not less than J distance --Z-- __ _ E3 .-3" Locate pipe of the downstream end of the basin unless specifically noted otherwise on the general plan. r/It I I 6 I IyP• ' -! to R'',' ' Min PLAN cenlerline. J : 0 + 6 inches. I' / \I I 1 ' 7" I ` -i :t L: —+— I I . It' s.�= Pipe shall be trimmed to the final shape and length before the placement of the concrete. 2. CONCRETE Design, � = 3,000psi compressive strength at 28 days. If' Dowel-- Anchor- --- 9 Concrtle strength shall be 3,000 psi of 29 days except as otherwise w* I II , 1 1' I Floor of the basin shall slope from all walls to the outlet and shall be given a sisal- troweled surface finish. Curvature of the sill and the side walls of the gutter opening shall be formed by curved forms. Sutface of all exposed concrete shall conform In grade, slope, color, and flnish to the existing, or proposed,curb and walk adjacent to the basin. noted. J - -_ .�_ I I II -T 10 Floor of structure shall be steel-Iroweled to spring Ione (/ k1 .1 - - no __________ FLOW 4"Rodius - I I When Junction Structure No 2 is specified with reinforced monolithic arch - _ = _ J ,- - - - r Reinforcing Sisal storm drain, value D shall refer to the clear span of the arch 'MAIN LINE STORM DRAIN I i I J - - -.--� Toe bars 1•- /e I Reinforcing steel shall be cul .)nd bent Into Junction Structure in the same R C Pipe or reinforced ', ►4 -- I 3-18"OC 1 1 monrtr as for pipe Concrete cradle under reinforced monolithic arch is monolithic arch i• , I 3" t .-Q. I - - - - o `*- 'e•: not r squired Am 12 When Elevation "Wand Elevation "S"ore not shown on project drawings, Inlet I --Tit bars Min 1`1 i�" 1 . ,• Pipe shall enter main (line radially When Inlet pipe enters moon line other than 9. • ' •. ' �: _ .+ • 3- I• 0 C LOS ANGELES COUNTY , 1 , 1 I'/, I \ , , ,� . r- - I ` r �`t' radially, Elevation S shall be shown on project drawings, and inlet pipe shall De 1o1d on a slrol�ht grade from Elevation "S" to catch basin or grade break G bens-- � . . except thotocol�stlY/CtiOV]Jointwithobngittrdmalkeywaymay FLOOD CONTROL DISTRICT t Round I t bortG bars I Eel line Elevation R" be drawings to • t ' l I e• Spring line. I , Edges 1#5-340z—" _ In sholl shown on project only when stub Is in future into, , .. 4_ ° CATCH BASIN N0. 3 D2 other 96", l •6 0', P•8' f i _I 1 be provided main lone tot construction of Alpe + I I 11 ifle_v R 13. S%Oions SPtsifWd on drawings OPA d the inlert-tfion of torpor Iwnes T _ _ _ _ _ � - barsE _ T . i , i ---FF bars" t� A of is�in titre said ietorgh, oxcW Mot slooth s far catch basin osnneclar . 4" ° 011 I: 3 S �" Itr_S ,� ' • S-3 0 C \ € --- a lop* o1Mly d insist well of stroxlure. 14 .� • • 5- A68 Reviled No/* 5(c) /-/4.7/ Ravl, e, a'Not� 56:) Concrete -_ `.'. `�` r . :t►.' `' _ eN. Use Transition Structure No. 3, Std. Dwq. 2 -DIN, whirl A.C. Pipe is 18 4' s A : f : o . 21" s" sl • SIAO °�: ��� ' used for isainline. 60 91y 3 • 614» Vit » I » e -e . t Al'"OYSD eY � j CMTS NOIN[SR l LOS AN('x£LES COUNTY �I � (�/``' J I I OAT► MAR. 1956 _-FLOOD CONTROL DISTRICT _ _ — — - — --- I H r- --r -- 1---------a 1 `-1. 1 I I 3; 5 Concrete . SECTION M -M 'Undisturbed earth" JUNCTION STRUCTURE ••'•• " A s11 REVlfiilONti "Asa oATe astalpirl" r.«.. « N O A1 A m 2-17-66 00-041 / -*-#f ?-// T1 4008SW Nae ?&-7d oleled Nast 12 ,wg►dree "C "Ls wrov, eve /t!# Uer v' ADM NOT[ Ie A1rv1ud ,Iirr4 ...« w V A. N.® AeN11 t•e M C M w NO. 2 SECTION Z -Z ..1....-:.. - ---- . C ,_d�._ (�.,� IT- - - , o, 0111. I,o,wel1 . _ ''----.n, cN,rr 104114`1T• In..0.4In AM ROV[G eT /• -- ,�� 0�� - ___ _ _ _ CollierEhGINaER 9CALC i DATE DWG. NO 2-0112 SUPERSIDES DRAWING Of THE SAYE NUMBER DATED MAY, 1939 ►aoias I11A11 ,,ass 014991 1 0. I 4` AA y2 No. 27674 � * Ex9 3 A3- p J���F�; ,, I1 0��\Q of u& M.nA•A. 'nine te.rer,� NOTES slim 6r..1r1 SIJ R/en#.. ?-Ofer- s_ . - 471 / - VAL.iCd /6r A, B, Q, C/rnvt/on R, fndE/a►+eliv, S ory shown o.r Nie p/an. sS r + ns A.,.M F'ours - - ``" TABLC av" valAvs AV- Fend T herltan. Concrete ring enlrrdvicer, 1' '_- -�. 1 - - Sid. P/!n No ?-s/07 _ - t 'Oppr,unvi o-apr 2-1_ArCR4LS /f/oMrob fnteecrrboM •rd•t olmvnholl,occr,u,oattaho,%be bcuhvo.-1 ,6or of cuncrelrTido reciivirq tAf .vno/Ar ,folerol.�, d 0 I nJ -CENTER QFM.INMX f JNAfT sAo//iba locales o►w curter /vry d Shrw Ors.n when O, i. I - - 04, IVton 44 "A' !<�. M w/ixh LW#P.6Cf 4,6AWJ fifer• 01pv0/. 0/tv"d,rA./t 4.f •w,lh ca.•irr1141�' Ab/�n,w I : Ac ` wdh /w veer JinnN. 1 , I_I Ai., 0 4 -L EwTN O/' />7Grr%Ao,4 moy be rwrYr,aed o/ opf/w, to nwl pvpt ends, but ally charlys /ii;odr-W - - - - - - T, e " ,. In,,•o.•[/ ;_ _ _ - - - -1 9 /bmbon o/ dour must be ogaro+ad by the p/s/iK/ Eir9iire+ir. 7o/r•,. e"` - t ------T'- S-DETA/L M :When depth of ,nurrhak hwn Jblrirl to rpp e/ bol a /Vii lho.l .?-/0,1 A� ,Wo 41 �,ra•rs/�iJ P AN J/rwts or.7'-6'ibv wy Wwd Z wAcar rli,vcl i?wWi%hic dho/l av per Oetad Al. lE" M le'1?.0 1 0 SECTION G'l; Conttrr>rtionds/b!l esper UrtoilM/fv.r diplhofnrorAho/e A$ optlono/. �/*// JT O, Cip►,rr aur J.1Jwn Ir � ,r i2" •ev( �"� r I 144°4 , conNrh •,r, . Whav) driv,>,e•hr4 i's 419 Ar•,ftiry cfntfr. AR fl.silo//bt /avvltdos,arr /Vote J. _ =-s-� t o seri r' - ' Ow►ir tAi. S ,w� _ i, "'r-ir•'rA'rf epi tifi"'_grrr d B•AE/Nfi7RIC/NC STEEL ,Y/xr//b• tier 2-D /7/ , stror9hl bona 11 Cleo /rom lett of a. --'Ai A. ,. M,**VIW t1.It1\ — + ,dll v-iJ , i ,. . ; _] •.. . •'•., -,r*gm a/- - --- { •• :. ,' I a`� CWrcrvle L#)kM a/rows QJhfrwAt# rw.d04 iM//be �3, Ontil 4,00400' /0 "on canners ..... •) • b :: - , N dw r /l dor or a%ser �$!f I/ JI[ hev/u/f drebi/I4r Ovr p/on. • .� • I •: _245-4,• rawtip, ,,I," ° 6 s/S':o- �; .1 wr,oAk . vov 0 •k2'- EMBEUMfNT,P, ,v,onbe 5'1Lr• Dy •96'ar/e33 and d'/br'D.-over 96" `'- I }: A bo^r ` r e Am r 0-'I7Y-PJ. Jho// bs nouns, oli ani' 4W4lw/oird arrchor#dnvt leu /hon a,lxher ,ir the �I'. '�'1r';i} E Ao,e K,o//: dslruc�fwv. tiw othe+rwiloa�wNn flit +Irwcarr� 0101/be X10 /3 o.CA,Tht • T *,. ,•1 bines/ Jlle o shall bs >wt nw,so l on 2 htl above /he ,1'1'4'0. l d (, M 'c 1. 9G. . I F. x C I •: U div I, \cam I D-AYA6. RELIIK'ER, A,VDPIAt'Aa•- "ems Jha/l ohol/be seated rn t:? n)rt morlfor airs • r ,1� ,.. RWIW nooelypointed or w4wd ri,ardo ,I/W/41. " 'I a Muir . .. ; 'P4,1A"'o c bulli aoyyt ►b bt ;i Y ' . ; '�-' it 60'or oil //-f201�4 or>r,anhak .SAO// AC affil lrorv+/.d to ;ar )ryu,9 /ri)f . —e.: . . Av *,& utas when d m /Z -Boor u/ nlonhok,11M.AAdrny 'ORW, 4hd/bep wvN rn ane C.,46nuoul o,0ero/Aon, tac,y>t :,�.--,, .M► '4,18"cic both rtAoyo, lbbe 4I. e7-� that o coniinx/ra)'iw d edit iw"ry /rir with v /oryitudirw/drywoy /J SECTION N-M•P-0 raedwhw,OirslOtr•oKr. 11,,,x```' 11''r' it pern)ittfct, J /��fgfa0-114 • •. /.!-f"YegrION Vol a, insidt wall of tMuett.rec•— S- 4J I.rs,4'-1"Ave 1'iL C0wt,0w FE*WL M $ 14-rc-3000psi at T8 days. w + asWlArne/ bar$ i"•. f. h /,•r/de lop• Uar ai F AMD T ,,,,, L s/ �,^A,,e �s« nnh s) o £. Nt'iere Pi'1►sstrl► Manhole No. � is Spec/lied on plans see Slid writ F r •s, c �s cy,t,.,/ / �'^�� , Abwrh It•,' Owp 02/0 holt 3. - ,�• + -' rs' W. ��— r A F Y .Q ifs,. �F IJA _ . r _- . - ,t- ,f4- _-A- M JNr / 4 yo1 ,vd., j t wd k 1 r9wd yo d.cA wrnwJaAr ` -- M_ - ,S#� t jl/ ` 1 prevAv� Mr/ pptse vt ♦S f'.S>O/,r1e _ _ _ / � �� Q'� Y �.nbr,oAAr fO 1' 1TABLE_OF BAR SIZES , PrI. 9 __ u , _ Si- I�7'`_ ` ` Seat Aipr alio'! 31 I'. I �� when to uno /►rc/ 0 or B A/B flora D•rF_SK• a I wr,,giaf t i . I - 12.-39' 1503" - • f 6' C6' 1� - I2' r••' f rl.Rro •:tS6 0 T I I /,. \ 90' Id+11`• 071]" •6S i' 7 ' n - V_ s.. ' \ , v Dear, � /_ 6ifp/p• bele' 7 �l fit, _ J ; 4!" 1 _ a IR f 11 , �. V 1 $ • e P ' - F f >�y I 1 f, •y ;-,;_ }ter• e'! I'I�: �4?• t'aT�'.1 [�.- - r0 I �f _ - 11 � A>IrNnl .dy (a. P,I 1, ,t� toll-� /9 . f 3 p / i �! d"rod. 1 I t t�j• T h� , _ 1 L,1. , FArt• 1 ,11I. 1 ( 4 - T�1 IV* -t c, .� iI "' A__ J__ i a � �• ! i i REFERENC[t REVISIONS LOS ANGELES COUNTY C-� _� '-I- A '. � : ,�,:��;_`� - --� � i �--p}g�• MARK OATS oascwl.TloN FLOOD CONTROL DISTRICT -- rr / --- i - + ♦-t4-i-L e; _. 2 _ U 107 4x16 HANGE Mix 2 D171 s 4c, S , v1sEc No. MANHOLE NO.4 ,) t_— } - +� �ad,vs = 10. oI �vr t • Is S 3 REVISED ----- r�Y { 1 1 Al - ' w,ln. Me.;*a.w of 2-D 21r' 4, I-33 : PLAN, SECTION, AND �. i LONGITUDINAL r' •2- D 9D a It 7 t C NOTE DETAIL ff 2- D472 ® + 9- 9-5 �EVISpEV Stition• i- i SECTION • a IO- 0 CHANGE QIl1E�. r D -I•I Rl:VI,ICiJ5 s IO -S , f '• El 5 wor•ovao •r • T A[,sK oA H!t!_T!41i —_ _ I. PLL-�LIIF11L� 1 -7-ri4 ` .I .",., ��� w PLAN l -/ 74r7iD MOTE i sr0 m 1-4B ave C larxlfh Ray .N oATr Na. 2= 0113 (.S'ti..�Ir woe enew.,1 �'� V's - - - i.-.- . f"t...;" s .it',!R - ollo-1 ­1It II 7 is OC(n NI•r •.raw •New •ilei • a,s.[w _ a V-1 w t ---+----- f-I----�1----------r----------------------- --f----f 1 1 „ Alternots Manhole 1 I i locations per wq. No. 2-D 157--_ I V(fj ) To NOTES LCONNECTOR PIPE: Dowel'- -- =-� --�- [11rl"� £aah Wo W- 14� - O"; and b= V - 2", unless olherw+se shown. H -H-1- - V = 4 - 0", unless otherwise shown. --Z-- __ _ Dowel per Detail Locate pipe of the downstream end of the basin unless specifically noted otherwise on the general plan. t = 6" If Vol 4'-0" or less. I I 6 I IyP• \\ ,\ ,r1 IA per Dwg. No 2-D232 I = 8" if V = 4'- 1 " to 8'- 0". I' / \I I 1 ' 7" I ` -i :t L: —+— I I . It' s.�= Pipe shall be trimmed to the final shape and length before the placement of the concrete. 2. CONCRETE Design, � = 3,000psi compressive strength at 28 days. If' Dowel-- Anchor- --- r-- I sol r -- I ( ___1 ( A . I foo 1 '�� y1 w* I II , I /1 is i 2., - \\ / j --I _ --� ! :�J 6" I -- t P. � '2 INI� _il" Z Dowel -Anchor Floor of the basin shall slope from all walls to the outlet and shall be given a sisal- troweled surface finish. Curvature of the sill and the side walls of the gutter opening shall be formed by curved forms. Sutface of all exposed concrete shall conform In grade, slope, color, and flnish to the existing, or proposed,curb and walk adjacent to the basin. NI E i - - - 11 II -T - - - - - -J�-tl - 13" Rodius . - - -- -1. Y , > Cur 3. REMVFORC NT (Std. Dwg No. 2-D 171 1 Top Slab - No. 3 or No. 4 bars spaced as required on the no __________ FLOW 4"Rodius - -Dowel II �� 1 I i I" I ------I— __ _ 1,____ _ ( Anchor er t � jJ 1 ` " T Ow No 2 pD232 -- 1 � 4 Rodius Structural Plan. Walls and Floor -As required by Std. Dwg. No. 2-D 172. g 1`Reinf. per 1` 3" Radius 4 DMAECu face of catch basin opening (Exist. C.F.+H. ) shall Dwg No. 2 0232 A be as required by Std Dwgs. Nos. 2- D 88 , 2-D415 or as shown on the general plan. - Calch as for W Is feet or more shall have a "V" si TOP SLAB - STRUCTURAL PLAN depth of the upstream end equal to the curb face of •'1`3 or"'4 bars, 4 req'd 1------1,------►1 I ,' I 1 F ` o . 1-_ _ DETAIL OF DOWEL the catch basin plus 12 inches,eil P Supersedes drawing of the some number N ' ' PLAN , SECTION , . Slope to outlet r 1 doted Ayq. 50 from all directions 1 AND DETAILS I .....T REVISIONS 1`-- I A S. H MARK DATE DESCRIPTION ° _ _ - _ ---- -- to I 1„11.1" „ ® - - a r 4 - - ,'t - - n[coNN."oso .r AMloy...[co»Ne.090 T 2-I-�rl A[rlllon 1. N.I. • {-. Iy D. W. H. 11 �: 2 1 /4 •�! Oct o//wino/iw � L - -- . � 0 0 --.. ♦ . I I - - - - - - - - - - �1-- t- Lci ' -- /GCcl'c 4c i __ _ OIV/NON .N•/N M AN'T VI9F •/I,ITT I IN■ w o..ICNIo .r -�I APPROVED sr / Subgrade optional - G. J P. CHIEF KNGINaaR ".r,." ., - SECTION A -A SCAL[DATE DWG. NO. 2 - D 16 3 - _ H. NONE 5- 15-'68 SME .T I of W OF C e V(fj ) To , but In no case shall the slope of the floor exceed 3:1 R?1EAR9 £AD Nf4Ll 8 FLOW ST L ,Sid Frame and Cover £aah Wo W- 14� - O"; and b= V - 2", unless olherw+se shown. 1" Radius, 1 per Dwg. No. 2-D156 . 1 - V = 4 - 0", unless otherwise shown. 4 `I `� ` Anchor, -N /-Face Plale and Opening t = 6" If Vol 4'-0" or less. N 4_ 1}�4V 306 \\ ,\ ,r1 IA per Dwg. No 2-D232 I = 8" if V = 4'- 1 " to 8'- 0". T-- I . It' s.�= i - - - _ _r -�--- --� t = 10" if V = 8'- 1 " or more. 1_, - 1 c w* I II , 'r 4 8 /0" 4 6. 4 a S. STEPS (Sid. Dw No. 2-0961 =t ,Street or q NI E -.11\ ll I1 -1" 11, I II -T f L.D. surface I V to Y-0"(incl. ) , place one step 12 inches above the 1 • I_ -Dowel II �� 1 I i I" I a \ 1+11 �I I I floor of the basin. V over 3'-0' , place steps at 12 -inch intervals from the I I Dowel- I -- - f bars 3 `Protection Bar and I floor of the basin with the lop step of 12 inches (minimum) �, I 41' 4' ,-Step per Dwg. No. L .4 .' ,: I Support Bolt per I below the top surface of the top slab. �I z1 . f4_ I 2- 096 and Note 5 9. Dwy. No. 2- D 175 I and 2-D 232 I , to 3'R LOS ANGELES COUNTY YI 2-096 _4 a 1 paved3treet.5 a ' . 1`' > I except thotocol�stlY/CtiOV]Jointwithobngittrdmalkeywaymay FLOOD CONTROL DISTRICT n �t , • �,_, , �. a • t ' I It- L LNGTH L AND shall the thllowing wlues unle33 otherwi3e shown on plan I -- �__ ------------------.-- , ,Allernole connections ; 'Round - �`, ' Tie bar CATCH BASIN N0. 3 D2 other 96", l •6 0', P•8' MAR* • e r -. bars 8 T I\ per Dwg. No. 2-D224 barsE 9 T . bars` 3" Radius - . 4" `° 0 V 011 Supersedes drawing of the some number N ' ' PLAN , SECTION , . Slope to outlet r 1 doted Ayq. 50 from all directions 1 AND DETAILS I .....T REVISIONS 1`-- I A S. H MARK DATE DESCRIPTION ° _ _ - _ ---- -- to I 1„11.1" „ ® - - a r 4 - - ,'t - - n[coNN."oso .r AMloy...[co»Ne.090 T 2-I-�rl A[rlllon 1. N.I. • {-. Iy D. W. H. 11 �: 2 1 /4 •�! Oct o//wino/iw � L - -- . � 0 0 --.. ♦ . I I - - - - - - - - - - �1-- t- Lci ' -- /GCcl'c 4c i __ _ OIV/NON .N•/N M AN'T VI9F •/I,ITT I IN■ w o..ICNIo .r -�I APPROVED sr / Subgrade optional - G. J P. CHIEF KNGINaaR ".r,." ., - SECTION A -A SCAL[DATE DWG. NO. 2 - D 16 3 - _ H. NONE 5- 15-'68 SME .T I of W OF C e V(fj ) To t illi f Rmr WALL ST £L R?1EAR9 £AD Nf4Ll 8 FLOW ST L Hof e -r10 £aah Wo b _ 4 6 3 s_ 3 6 # 3 P 6" ro rb 7 14 ID 8 /2 _ 4 4 8 8�_ /O 6 8 N 4_ 1}�4V 306 oe i t� 3 06 �*—'-- AF /O" N 3 16" #4< w + 4? /4' �4 8 /O /0 /2 /0 io 4 1!8" 4 Lee 'r 4 8 /0" 4 6. 4 a 4 s i -oma --- Tie bar -�'� -- - ---- =',---sof I I <g I I ` - boy (Rims and cover not shown) - I For the design of catch basins with a V -depth exceeding II -T t Blurs 8- �,,s C ---T---iia_ ---- NOTES =i I. TOP SLAB REINFORCEMENT: I`� rop s,to11 tlNl,see ; :� For detailing of req/Aired stttl,stt Catch eosin Standard Drawings I -=- not• / - -- For dimension "b" greater than 4 f /.,set the special design of the lop Ii 2'C/ _ L- slob reinforcement shown on Me required structural pion. I2 WALL AND FLOOR_ REINFORCEMENT V� t •• -- - - - - - "C/. The indicated reinforcing steel applies to Catch Basin Standard 2 1 - - - it Drawings No. 2-D101,109,160,162,163,164,170,195,249JwW.2,ad4n. I -+,U All catch basins constructed on streets designated as State I _ , I 1 �-�" j ,h Highways shall include the reinforcing steel shown on this a - , _. , T�r--1 -'r-Tr-•� - dro wi n g ---- -- Cutch basins constructtd on stretts not dtsignottd os State WALL AND FLOOR STEEL SECTION i Highways under the following conditions require wall and CATCH 8 SI& REITI�FORCEAIENT-"W"to i4�!/n / floor steel reinforcement: Basin qp4An1jW,q rslks Basin _Dq h (V_I To 7 feet (incl.) �10 feet or more 7 to 14 feetlincl l 7 feet or more Top slab s!w/,sire note 1-� 14 to 21 ftot (incl l 6 foot a more 21 it Is All _ _ _ T,1--- . --- -}*-• 4{ 4 2 over ee 3. it�N�i: I ' I t ?"O _ 4 4 8 /O *54 I2 Steel reinforcement shall be per Standard Drawing No. 2-DI71. I.i� _ 4 { 0 /? ?"C/ # { Bars £ _ _i Sisal to concrete surface, tad cleoranet, shall be I incite. I b 3 B 4 4 @ /6 Valley type invert,shown by dashed line in Section, required A- V I I t , -- --------- - �leQ I3 bars 3 24" e'3A4rs / 012• when connector pip* is aligned to end wall of a catch basin. X1 I ( - f� /j ?OCs -- - - Tie bar -�'� -- - ---- =',---sof I I <g I I ` - boy (Rims and cover not shown) - I For the design of catch basins with a V -depth exceeding II -T t Blurs 8- �,,s C than 60 inches in the walls of structure. Unlew other•wbe 3hown the Spacing shall be 14"% l5a �7lae bwae3tst+ep,�ihollmtbe mans than I T V, 12 feet, see the required structural plans. ( I i 11 _ -- - Variable 'max - ' , 7- RINGS, REDUCERAND PIPE foraccess 3hoft shall be _wted inmortar I m No 4 bars �Ial► used n live of No 3 bars -- - f bars 3 and next/yy pointed or wiped inside the shlvft. 8 -STA TIONS of manholes shown ori plan opply otcen tier• of sl raft __ _--__ 1 _� IX a follow OF 3► IV •- IF fr /J a r's- - N '' �!! I -off—/27- ' '�-- Y I I I /% i0 "._6 8_1'6"_ - - P4" . " e3 #__//11 .if1 I r - - -r - --T - --1 oirs X= V*0-(C.F*N*4 i Y'( _))f/5dia-2' r-- -- -- ION 4424" -� SECTION 2 49 24" WALL AND FLOOR STEEL ETCH , AS/N R /NFORCfMENT -"W "GREATER THAN /4 TABLED ALTERNATE ALTERNATE VALUE VALIE +x302 w 4{ 4 2 IF Or FF- 'i' - -- - - - -'I"I 9_O 43 6 4 4 8 /O *54 I2 _ 44 W A 34 6 4 { 0 /? 43 .& # { 4 3 dD Tjw 4{ 4 14' #5 4 /6 *{ ?{ 3 B 4 4 @ /6 03 0 2Lr 4 4. 24" 3 l0 * 4 /S" 3 24" 0 4 0 24" 3 /4/—# * 4 • le --- - = _ 1 - -t-� !i __SUPERSEDES drawing of some number dated July 195 / . - — I I4e1Ks , --I- ---- f `--`-- -"`--- _15 LOS ANGELES COUNTY i 244- - - • D V(ft. ) 549fA END I FLOOD CONTROL DISTRICT `' N"v � - - / W_AL L WS_ I n_ - rc - - - rlww 167 iod)ll BARS G I • '' - - - - - - - • �P 4 6 3 6 Vi - ?'Cl ?�4 CATCH BASIN FLDOR REINFORCEMENT SECTION 2 4 9 8 •4� 6"'� I REINFORCEMENT _ ______ '•'-" •' _ REV101010EN 8 /2 /O_ ~ 3 _ 6'r __ I Bors G' die's G -AI� NARK OATS Di YCIII►TI°M - I _ _��— J cNscro a. I -*73 ADDED C I *$ AND 'e4 -- I - =m; — _ - � r� 1►.cerwNK. an A Ac becommi. •• -24 +L- ® zo- ADM (C or a)"M ALTVW"71 NM -• -T �_ -- .1.I.1.1..N«N.R , w., eNla► •awrT Ar'rROVIe IN 3.C�— c -� Bart G s! �!_ w•-'^•••' GRATING BASIN REINFORCEMENTS ""'= DWG. NO. 2 -DI 2 C W:;; F►_ NONE 5 -15 -'68 ___ I or I -- 3 - b 3»R.o� ; ; _ ©Springing line r -- inlet elervtan 1 . r. oplpliie3 a t this point e^- IT- 1` T - 04, /8 bc. both *ay to be used when Dt is SECTION A,A eb- rover. -- Ape3eat/evel E bar- _ . ?v -' See hb tt 4 to, „ 4. r-• I-- r - ,,, - -I I I fi•..D h'-' I i 1 p-4 ; 2'_4 • ?'_4• 1 p - - 1- - of i:e' NOTEg IF Or FF- 'i' - -- - - - -'I"I 9_O TABLE of wlues fbr f vry an this pbn. I ,- Ea,qe4 to be nounded r r-- -'--0-i I I 2 - CENTER Of MANHOLE "1` TshoiH be /ocotedcver centerline ofstorm Broin when dianeter D, is 49'or less, in whkh core place E bars ayrn- I 6 41 I ; ; to 3' lhidius "6, E bars I_L_ � "� dere/ outsti�le ftxe ofcofxoo ete3'3"" rmtricall orounld 3 avf t ct 45 *with centerline and cfrol tJ bars. -- -- - - vrT I K .. - •4, H bars 3- DfTAIL : When depthofiwnhok* fhorn,7trteetgrvde to topofbox is leu than 2'-10 ffbrpavedstreeta'3'-6'fbr unpaved street,construct le - I - hbof/us • 1. D. orJpur r olr3'-0" o - -�- ' 0"moxit7ly ''lens i - 1 elle monolithin shaft as per Petfail M.Shof�F fa-ony dep th of lwnhlole mo'yA be con3tructedos per Detall M. When diomle er A t3 46"or less carr er D blurs - �, ,,'' r, ,- I - .�-'4 J bars I ` 3"ctc c�anY. odd y bars 10.54 of sho fY inlay bye loco ted os per note Z. 3 "a c - - . c to 6 "ac. to in3tjde eldge PLAN 4. - 7NtICKNEM Of DECK shall Ior when neceasor tri note /ere/ 1 seat, yy y Pte' P Pe than tdbu/orrlol for F3hownontho Tie bar -�'� -- - ---- =',---sof I I <g I I ` - boy (Rims and cover not shown) butshollnotbetess a plan. 5 - REINFORCING STEEL to be per 2•D17/, �c%or fhom tblreof concrete I I i 9tneetgmub- • .- Contrails rings i Omit th133tep / ; ; 54x1" Ri seat Atli AMn. I unAe33 shown otherwise. 6- STEPS shall be V nvt/rad,go1wni26d steel and anchariednot less -�- - - ''`- - "' /n pored 3treeh • - - - - - �. • PLAN H bar for �t streets 11 " 8 for u ed 3trs. it3' I5' than 60 inches in the walls of structure. Unlew other•wbe 3hown the Spacing shall be 14"% l5a �7lae bwae3tst+ep,�ihollmtbe mans than - -.'T---- (Sh,oJ� not shown) 16 fbr' potted 3frwr+eh ,•-, � r - .; ' i6 : 6' m, -- - H bar Z'-6 above the invert. Slee Std Owe 2-0 96 Z Z'fbr tr►portedsfrleeb } = MbnhoAe tiiwnlea d 1 _ -- - Variable 'max - ' , 7- RINGS, REDUCERAND PIPE foraccess 3hoft shall be _wted inmortar Street grade r ' over, Pion lib. 2•DMfl1/ 4 72 ® �} I. �• ' - y '�: ,' -- - f bars 3 and next/yy pointed or wiped inside the shlvft. 8 -STA TIONS of manholes shown ori plan opply otcen tier• of sl raft 013ah! sfaee/ few .: r - Cca►xnetle rings and # '; Z4_' 1 : , _' ' . �u'� Elevations shown otstotlom refer tri rob Inrert lines . 3 - - - - - - - -, ' , ,''I rwA"r, Pibin Iib. Z•OA07 . _ 9 fLOOR of naonhole alio// be Steel -trowe Lo in line. 9s o9 ,;r -E Slid. Dwg " ; ,- III :0-_ �• ' -Minimum 210}� with h , to 3'R Ip- BODY of sholl be urea In one continuo tion, Po Pin 2-096 _4 a 1 paved3treet.5 a ' . 1`' except thotocol�stlY/CtiOV]Jointwithobngittrdmalkeywaymay Minimum 3' 6"with : , • �,_, , �. be placed at the 9pr•innggi�nngg line. , EMBfDiNI T P harts? 3•x2' Ripe tt., z" I unpal�d streets. a - Notre 3. d It- L LNGTH L AND shall the thllowing wlues unle33 otherwi3e shown on plan r 4" T -%.O- . - _See �' !',,V-* _ _;;_- f bons DETAIL M for Ot -96"or Ae33, t. •5'-6", P-5' CT. IV lw <: I ; 'Round - �`, ' Tie bar (See Note 3 ) D2 other 96", l •6 0', P•8' MAR* • e r -. bars 8 T L moy be increased or loco than of manhole slit fted to meet pipe ends. -- 3 - b 3»R.o� ; ; _ ©Springing line r -- inlet elervtan 1 . r. oplpliie3 a t this point e^- IT- 1` T - 04, /8 bc. both *ay to be used when Dt is SECTION A,A eb- rover. -- Ape3eat/evel E bar- _ . ?v -' See hb tt 4 to, „ 4. r-• I-- r - ,,, - -I I I fi•..D h'-' I i 1 p-4 ; 2'_4 • ?'_4• 1 p - - 1- - of When L greater thou ttiat Shown o� is specified. 0 blor-5 ohall Lae . continued 6 "o c. 12- D BARS 3ho// be 1*4 fbr Dr a39'ar A433, 05 for Di • 42" to 84 "indwirte and Is 6 for Dt - 90 "a` over. Tie bort shall be ie3 bora. 13- f� - 3000 p.s.i. at 28 obys. A14 - Centerline of IN&IA* to inlersec t i73,ide thce of come of spring/r79 line unless otherwise shown. 0 15. Where Pressure Monhok Mo.2 is specitled a► pia►':; see Sid Dwg 2 -D210 note J. SUPERSEDES MGM. 2-DI03 REFERENCES REVISIONS LOS ANGELES COUNTY 2-DI07 NAVIN OATS onevoirT1o11 FLOOD CONTROL DISTRICT 2-0171 8-33 ,A9vi3ed M A N H O L E N O 2 d; of i:e' I I © lmlm F-�181 o A9 -5J Colo dic er,. ' �A imW� � �.I►im / , Irmilt ®mum 0 .. �i NUNt. I I i - 1 ' - -t- " u 10.54 ,u DETAIL _ . i 111 -- ---L • eLri.�• 2- D472 A W0®0 Step �j----- When L greater thou ttiat Shown o� is specified. 0 blor-5 ohall Lae . continued 6 "o c. 12- D BARS 3ho// be 1*4 fbr Dr a39'ar A433, 05 for Di • 42" to 84 "indwirte and Is 6 for Dt - 90 "a` over. Tie bort shall be ie3 bora. 13- f� - 3000 p.s.i. at 28 obys. A14 - Centerline of IN&IA* to inlersec t i73,ide thce of come of spring/r79 line unless otherwise shown. 0 15. Where Pressure Monhok Mo.2 is specitled a► pia►':; see Sid Dwg 2 -D210 note J. SUPERSEDES MGM. 2-DI03 REFERENCES REVISIONS LOS ANGELES COUNTY 2-DI07 NAVIN OATS onevoirT1o11 FLOOD CONTROL DISTRICT 2-0171 8-33 ,A9vi3ed M A N H O L E N O 2 d; of 0 bws-2 above one 2 below 00"r4. I I © \ F-�181 o A9 -5J Colo dic er,. ' " / I / , Irmilt 2.0210 0 b54 Add& note PLAN. SECTION AND I I i - 1 ' - -t- & 2 -D96 A" w 10.54 Added note Spocing DETAIL _ . i 111 -- ---L 2- D472 A 11-9-7 Step �j----- .. _� - Grtteale tJ . // , -1-74 M.H f/C .-dir A►►sovao sr t Qwl r •N• [[w . t%fI See Nofe e B �E.CTION -OF P-253 \ ea a e 253 s 184 SHEET �/I T / _L --3Rodius- ,/ (Sods note 3). /< / /P"/piR / // I �C E'E bars-? abow dtnd / N, 2 460100 gowlw,>t: �#►4 0 /8"ac. of closer, ' - ` - C bon. / / '?.J ` PLAN CORNER CONNECTION �' \ 0 bws-2 above one 2 below 00"r4. d b/ \ / -.7 / ri An N A- ( note 3).-7 " / I / , Irmilt ``by �/Is 1 iSM /10h .3\/"�/ 114_- ��WIIG ItIALL BE SANDY %rrr. /% -�- - / / \ I,< // J_1 \ .. 11/\X� .0 \ \ Xy T L-# 4 IS /8"o.c. or r L-#4 4 /2"o.c. c/osor SECTION A -A NOTES /. i Bora real sial, per S/d. D*V. 2-0171, rho// be 1 !1"clear from lace of concreAr unloss otherwsr shown. 2. Re►imbreiny sfeN for insidt► bin of efth basin I.tv// sial/ be cu/ of canner of openhv and brat /nib walls of momliMic wootmetlon. Roi fomoo p stpl Aar outside Avco of cakh basin wall shall be out 2 clow of gow►r/ny. 3 ConlWIlillon shall blip poured nilono/ilriie with cofch basin. rho rmided *dV* of ouMlot shall be taorfsh'a Nd by pouring concrete against a curved /aim lerfh a MOW oe 3". 4 Flow of str'uclf/re shall be steel- h oswled to ,tiering line. 5 Connechars sho// be constructed when: W. Pipes. 12 inches Ihrot/9h 72 inches /n d/dr7Nter, in/e/ or outlet Mr,ouph corner o/ catch basin. (b). Angle A, for pipes 24 inches /trough 30 inches in diarnrterr Is 700 or less. (C I. Pipe4 15 Inches through 72 inches in diameter, inlet or out/0 throwh any We// o/ cakh basin ® if t/r� con/,ectoe pipe Amy Tpf ex-10rd fo Mr we// ,of,- xhe a0,011e-O It tofeh boom .rlo,1dord. TRENCH DETeAiL I.__� "AV /9l 01 MAX Y Ltetl/r OF A.c. REAlf OVAL a, /3r LIMiT IlF VAR/ i VAIIreN.! ovaIRLAY NAZ - 6.6r ,INX ir S- AV ee fair" vl A.C. 111111111111,9149 * O ' MAX. U141T OF ~LAY is 4NN aHISLD OR s�/� Iffleau/Nap ./Z ri SEE GaNSPALI NOTES log O -D RC. P. 114_- ��WIIG ItIALL BE SANDY %rrr. /iiMrtLfliA L \� \ / 'I,- C bon. \ / \\ / \ \\ . // , A \ PLAN SIOE CONNECTION I C REVISIONS LOS ANGELES COUNTY MAR* OATS oaacniPTioN 8 T C bars barsE 9 T C bars bars` FLOOD CONTROL DISTRICT 12" 4" `° 0 V 011 42" 7l/e" to QJ to * 14 A - c; 5- A68 Reviled No/* 5(c) /-/4.7/ Ravl, e, a'Not� 56:) CONNECTION TO CATCH BASIN FOR PIPES 12 INCHES THROUGH 72 INCHES 15" 41/- 4S» T 18 4' 484 8 21" s" sl • SIAO 24 519ao 2T 51 57 91A 60 91y 3 • 614» Vit » I » . P "AWN •T C.M.tr. T•Aar •T R.J. P e[wKn n cNaewee By NITTae •r - .•eoNNI»«s •T DIVI•leN IN•IR[ • ,.I«.nl Al'"OYSD eY � j CMTS NOIN[SR l " i • " 1,f,• I > 7 I1 " 7" SCALE NONE OAT► MAR. 1956 fvQ, 2-D 224 sMEtrr I OF TRENCH DETeAiL I.__� "AV /9l 01 MAX Y Ltetl/r OF A.c. REAlf OVAL a, /3r LIMiT IlF VAR/ i VAIIreN.! ovaIRLAY NAZ - 6.6r ,INX ir S- AV ee fair" vl A.C. 111111111111,9149 * O ' MAX. U141T OF ~LAY is 4NN aHISLD OR s�/� Iffleau/Nap ./Z ri SEE GaNSPALI NOTES log O -D RC. P. 114_- ��WIIG ItIALL BE SANDY %rrr. /iiMrtLfliA L ROAD NO. 572250 LIMITS 105-110 00 in NI r' o U\ — i