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HomeMy WebLinkAbout1822-38- { ' I 30 4 1 • 1 1 f Man IrarT1e II land cover, Vl�rl 7-D►N 49t ; Inch and A inch ringe sh,All be four vow/ d ,6 f (Ar q y he ewer, Std Plan 2 O IM X172 C as�ruc��r4Y/ PLAN V I Ew i ' �'ORou17d Slee/ Bar I 1 /gild - 8e/74' HO/ I* A - 40 _�J with No. 14 A.3.& W 90u9e wire b inchos on centers. 'o — I2 bbrtor — — — 0—nit under Note s) �A S A QCT ON - A 2-05 bars FRONT ELEVATION .NOTES: 9 /0 e I. An alternate step may be used subject to the approval of the engineer. 2 All steps will be firmly and rigidly set and no cones or shafts will be accepted with bent or cracked steps. When possible use z 1 I 4 - Z�rinys or w r �� `• 3 Steps will be galvarrized after bending. 2- D96 ' •�• REVISIONS /31 17 LOSANGELES COUNTY OUNTY 1.502 FL000 CONTROL 015"ICT PRe"RaNc2s HAWK OATS cescaorria" 15' long, 4" c c. .875 • Std Goncrlfte Rings, 3", 16" CY R� 'o,-19�G STANDARD ,•• ' B �A 57-0 �i DROP STEP 3.400 1,0128 I.00 6"or In /�,.;,,�d���� 1 .�• r, . :. -A II -5- Added notes 5.313 • 24' Dam. The new bar numbers are based on the number of inches 4t.�wovso en I �� are round bar3 and e9ui vo%n t in weigh t and nominal cross - sectional area to the o/d type /; 1'6 and l� square bars LOS ANGELES COUNTY ogre - JULY. 1952 FLOOD CONTROL DISTRICT QRevised I-19-71 2-DI7� Ale_ - - --, ''�! # 1 tet bors, 4 recd d. « , .� .;::_�'t". testier EMalwccR NOTES w Rtteeoe[ so - OATIEpop NO• 2 - O9 JII�[ Rib ' IN N INttst) r 2 colis, 7rxg,d.I 3-15= SH11rT I OF t CNt r S 1 N tIN •st via,01ck hole --- '11817 46. sacXef set /~ °' 10 7// �� j=-2 X I MDiomond��, lir' .'� ► i M0. ,.�` de: r'o �\/A it '-Letters I h; h y� ' t cos s 1 tflu h Niwirh lop I , I 1 Gap on cover oppxhe pick 1 .4 1 -s: VIE - TOP OF MANHOLE FRAME & COVER BOTTOM OF MANHOLE COVER I c I ►�-------?.�8 'Jajside dio. ofcwer --- -�+ Al/en socket --� Mtn i 1 se f sc'% eiS/ Outline Nhere rib loins rim 1�------22 Dia. clear open ing-----Outline where ' •to 1^' ribs '' " -- I� ,�-__ CROSS SECTION THRU FRAME a COVER l IIs afr 1 •M Sameongle i 8';''4 -'i g , throughout 2- D I56 CROSS SECTION THRU R I B 11 'Vo AT MIDRADIUS 1 8 iI I !6 � NOTES X1fume and cover shall bewroy cast 1/ -on ,onf3/-miny �R ► �\ �� "'t'� to .4he latest Ars T• Mr. sfondord A 48, c%ss .3O or t•, - ;...4 beller, T _Y _ r�� - - A instal/ two 3/�TX 3/.� 'Al/en Socket set Screws, 90 °io pick hole, in holes aril/ed Old Acoped / v in dip M w Al/ ports of the Mme and cover exceot machined l - surfbces shall bs too ted with as l/ epoch paint. '�---- Z ----�+ cleoropening From and cover shall be tested 12or accuracy wO li t and shall be marked in sets beto/e de/i vel CROSS SECTION THRU R I M o frame a7d cover anal/ be ,oasil oned ,such /hof the idea/iliro7 ion /e tter'iny 41,00r—al/el Wi/h and re a ry 1he 0/,"beca REFERENCES REVISIONS LOS ANGELES COUNTY MARK OATS OCSCRIPTION FLOOD CONTROL DISTRICT MANHOLE FRAME AND :1$ Added note COVER FOR CATCH BASINS ' APPROVED 8Y C Id 1 EPr X 114 IE F R / tlusMtTTEO MY •3Y, DATENQ UZ-D 15 6 T. •�!' / r• 'r JAA11949 t 1 N NI',N..Sq OLStCm SHEET I or I ASL Consulting 4r •11543 "RECORp DRAW IND" 6_lvlo 1rZ/eILLIAM D.S ExP R. P. G- 30-89 ENGR. CITY. NO, DESCRIPTION DATEDATE APPR, APPR. DESIGNED BY CHECKED BY SCALE 'R E V I S 10 N S DRAWN BY DATE JAN. 1988 Constructio/f join/ • lr TNOTES I 4 lef Bars , B and C ore / r , + J/fown L),-7/he protect '�' ''J bars i - i, drow'n9J E/evof/o.-� R Orld E/erat/on S ore i'• ll it of 5^v- .1d'o.C. Shown where re c'.' -cd Per /Vole B. 7 - a-- Z. J/olronJ alxcifitd a) drowrrW OAP o/ IAO :inter,tet/.on Of i r cel/le/' ////CJ o% rnoin line on�d latero/e, tecspii that / both woyv b be 1, • slalinas for- catch bmgh7 cortrwctor• pipe qW/y r >~F Barrs , - f. of in.s,de waft of strVclur-e. 1K �Raysdbvyr� o used when B 49 r'' -- -1 3 Relnforc/n9 site/ sho// be per e -D /1/ , alro)ght tp,Jrodrrj I J C. - i0 armorer bora //t.• clear. from fore o/ concnele unless /e SECTION G -G olherw1jo shown. m . Jf4stion /t \ �!' 4 1 kb"7de9'rs to W bars or -e of size and 4poc/ng .9pecrfied for wall P AI�tl.sie lj , OAO"Ox rod%urs of Jleel on /o/an, orTd Jho/l be cul rn center tACv.J 1 / !O. of.blerol with TABLE of open/"y and bent ,nlo top and bollom t - �Io mo.Irrnun� o/ Ji' o/ Jvncl,on alruchov. W Bars /2r- dinllt/uiona Om,l H bare when soffit o/ spur is /P "or leas per t � / . 4 I , and bar a/reu below joffll o/ mq/n line ono' om/1 G bars 1 'QE,H,�G Bors t: l of ` • J I 1 Conalruct/on PLAN jo+nl, Neiv or ,,,,W co Ufrvd,-6n 2 - D 189 -W Bor-a Born Any elondo d r F Bars ' ?' N Boras ..; � . � - - - - pipe JQ'n1' p.. 4 a c. Ib o C. 1 - Pt• -1h - Eears v R J- •• E-Iilr - ,, I- G dors _ _ i . � "oa C. � . . 4 ', a' - _ urldil /urb red M/•Ih '� "� • f A�,� . �t';-Bacifi//.vnder Jtmclure w/16 1-d-5 ml.r carcrefe, SECTION P -P or compoict.;tal to re/o/iNv den s,rr req{.aiecl bx. sNauh,;orions.A APPROVED BY PASADENA (818) 792-3096 SANTA ANA (714) 250-5525 PALM SPRINGS (619) 320 -4220 RANCHO CUCAMONGA (714) 989-8983 CAMARILLO (805) 388-2344 FILE NO. 8 r (ine/Iry ,ache,/ r % Inch rings sl.oll be reinforced with two � mund steel hoops 6 .-Manhole fro" and Q /t Man IrarT1e II land cover, Vl�rl 7-D►N 49t ; Inch and A inch ringe sh,All be four 15 44 ewer, Std Plan 2 O IM X172 C MARK DATE DESCRY TION - reinforced with hoops, tied •� i 1-a Mortar T _ with No. 14 A.3.& W 90u9e wire b inchos on centers. 'o — I2 bbrtor — — — 0—nit under Note s) 3-1-74 MH f e C ret. - 2-05 bars 6J /0 6 /O 14 9 /0 e 71 - --A :.: 21r .. )See Rlr� bscflon : • When possible use z 1 I 4 - Z�rinys or w r �� `• 9`14 • s': ' •�• its 7 /31 17 f /r 1.502 ;,» Row )o,n details �q}� valent f ' 2.356 , ' 15' long, 4" c c. .875 • Std Goncrlfte Rings, 3", 16" 0 �8 ,•• ' B — 11 �i (9) 3.400 1,0128 I.00 6"or In i' 1 .�• r, . :. • If • ' N ('-, *r. '� 5.313 ti , 24' Dam. The new bar numbers are based on the number of inches included in the rromino/ diameter of the bar Bar number Z in pbin mounds only. Bays numbered 9, IO and 11 are round bar3 and e9ui vo%n t in weigh t and nominal cross - sectional area to the o/d type /; 1'6 and l� square bars LOS ANGELES COUNTY ogre - JULY. 1952 FLOOD CONTROL DISTRICT QRevised I-19-71 2-DI7� Ale_ - - --, ''�! # 1 tet bors, 4 recd d. « , .� .;::_�'t". i casae oiam NOTES �.: -7 �� - `. 1- ACCESS 8HAF7 • See 2 - D 10 r 2 colis, 7rxg,d.I r..r .:• •, •"�•; 24 inches r � : 1. � ,n , li A scat rs Iess thr>In 2'-10V in Poved streets or 7,'-6 In unpove.1 04 r"fr hoops PLAN streets, wrnslI 2 ft diameter shoft, using Concrete r)' igs w' (stiaft not shown) as par PLAN No .t-UIU�, otherwise Construct aft shaft Us 5 .IUrs 7' Ion , 4 . o c , of size shown N •�. CROSS SECTION '►� OF REINFORCED ci 0' +•� OPTIONAL CONSTRUCTION oulside of (-Ar-ch Eccentric precast t0� I been cut for shaft oporting ' -i. ' ' . .. �'. • • • r �''• �1 :u Inereaseci, ex a I•I tint, ,r1 ),, .karu3 f' es io.1 Iiu1 1•c , c i .:., 1.1 t3 concrete cone N� CONCRETE RING w+ =•N reducer- nlioll tic used, SECTION A -A ;;' t I Ile crete arch storm drain, construel inanhole os shown on mIY l , NOTES 1 ' r. o �9cction to for A -7- REINFORCING STEEL fo be per ''.0-171 Concrcle r1n 5. ''� Q cN _ ' 36•• Dom_ �k"s 1_ _ _ _ _ _. _ _ _ _ _ _ _ _- „• -,, 2 -ALL JOINT, shall be filled with 1-2 mor- - X16#t .%j 2" Plpe not less than k�` in walls of sfruc.tur e- anti unless ° 0 ubors° !e 15'x seat tar and neatly pointed or wiped •M Inside c'l 4 Icing ,4'o.c r 3J' lowest step shall be no! mare Ihmi Z feet obcrve tit,; I -lout• ' �• Rounded s Cut hors inferfcrincj p9 f� : 3000 psi at 28 duysN'See f:r1 I wq 2-U96 dk2,,P4pe neat-- r 3_ ,. - to :1_r d1;1911- 1• or sr,a ft 3 -COLLAR of 1 2 rnr,rlar arouno :-eve: frame ! ti •'s .�;.:' :',: 3'"Q' •; LJ ) • .-Variable length precast t „ 36 3pecwl MH -RCP shall be omitted in rock and oil streels Reinforce hent t s .� .• I concrete Sections card f- under ah:aft- c i:, round yolvanitc.l and In Paved streets ;, and arch Jctailsf- • I t • 1 ouur.rro« 4- steel alepv 14"To ?' 1510 C, ;F See Std Dwq 2-D96 0 ► . ", indicated �., ,Ions r ... ?_--D104 �� •... � •'0 2- D107 0 2- D 171 ° ; 4G 7 - s: l2•52 `'•� �fq Rriet�t „o't� Revrsed 5- STEPS shall loe f Inch round julvainlz- SECTION B -B VERTICAL SECTION "2- D210 An� slbndord pipe end, "i ed steel Top efep ,hall be placed directly PLAN, SECTION AND MANHOLE 2 5'x L" PIPs stat 'o Leneath the rnanhole cover frame. OF PLAIN CONCRETE DETAIL MANHOLE F0N ECCENTRIC MANHOLE SHAFT llev,se�t c,,�ly.✓ ­e#Y; — .rrwov.o sr FOR ARCH SECTION STORM DRAIN ' :'1iicee of all stent troll be 14 Inches be "�''�`''�` a DATE BOX SECTION STORM DRAIN 1 ' S• Ft- �•wtc= t��,� POr.INO'w�.. r{ tween ley cantors Except where shown 2- D I O 10104 otherwise, &pQcin9 .,f steps jr) shaft s;,ad La 14• to IS.n In.hca on cenlev See 5Dl+�y 4' D 96. J 6- ECCENTRK: ►�trQNHOLE Shaft .rtdvter, and � REFERENCES REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT rings rnoy be plain concrete L'__) -{�+8} r.ww 0.19 1 eucwvrww VERTICAL SECTION Fo• unr•.Inforced sections, the min,rrx,m 2 _p 96 * 14-za Added ,v►. CONCRETE RINGS OF REINFORCED CONCRETE thickness shall be Ginches The Concrete ECCENTRIC MANHOLE SHAFT used shall to of s.,ch strength so os to 2 D472 11 9711 Added note and , REDUCERANDPIPE ,fivilop s�o p,l or greott in zo days woleclion of steps, NOTES •CUNTtNUEU" .�8. The swtoces of const tail •holo shall be smoott. onA rtoIIAX 7 The vecost concrete mariwle structures rah be Insfrcled by the tae Q, ® II ! 'V i / /1 Ad.te,) mail dim. uH '(C rot ikok7 MANHOLE SIJAFT - •r►eovao s. �G1�1: fin,shed (tints or shorts with imperfect molding it honeycomb he vrilM °^d M Mih Indicate ocaptance , f i o _ `bl swfoces well nut De occe teJ p making Inc slructvres with the �ilSlr/cl s stom, (to( shipment to the job.) .- ! _ T aro - yto " i. /�r__.I-fr•1rf _-- DAT[- ►•� 2 4011)7 sign A w .. Constructio/f join/ • lr TNOTES I 4 lef Bars , B and C ore / r , + J/fown L),-7/he protect '�' ''J bars i - i, drow'n9J E/evof/o.-� R Orld E/erat/on S ore i'• ll it of 5^v- .1d'o.C. Shown where re c'.' -cd Per /Vole B. 7 - a-- Z. J/olronJ alxcifitd a) drowrrW OAP o/ IAO :inter,tet/.on Of i r cel/le/' ////CJ o% rnoin line on�d latero/e, tecspii that / both woyv b be 1, • slalinas for- catch bmgh7 cortrwctor• pipe qW/y r >~F Barrs , - f. of in.s,de waft of strVclur-e. 1K �Raysdbvyr� o used when B 49 r'' -- -1 3 Relnforc/n9 site/ sho// be per e -D /1/ , alro)ght tp,Jrodrrj I J C. - i0 armorer bora //t.• clear. from fore o/ concnele unless /e SECTION G -G olherw1jo shown. m . Jf4stion /t \ �!' 4 1 kb"7de9'rs to W bars or -e of size and 4poc/ng .9pecrfied for wall P AI�tl.sie lj , OAO"Ox rod%urs of Jleel on /o/an, orTd Jho/l be cul rn center tACv.J 1 / !O. of.blerol with TABLE of open/"y and bent ,nlo top and bollom t - �Io mo.Irrnun� o/ Ji' o/ Jvncl,on alruchov. W Bars /2r- dinllt/uiona Om,l H bare when soffit o/ spur is /P "or leas per t � / . 4 I , and bar a/reu below joffll o/ mq/n line ono' om/1 G bars 1 'QE,H,�G Bors t: l of ` • J I 1 Conalruct/on PLAN jo+nl, Neiv or ,,,,W co Ufrvd,-6n 2 - D 189 -W Bor-a Born Any elondo d r F Bars ' ?' N Boras ..; � . � - - - - pipe JQ'n1' p.. 4 a c. Ib o C. 1 - Pt• -1h - Eears v R J- •• E-Iilr - ,, I- G dors _ _ i . � "oa C. � . . 4 ', a' - _ urldil /urb red M/•Ih '� "� • f A�,� . �t';-Bacifi//.vnder Jtmclure w/16 1-d-5 ml.r carcrefe, SECTION P -P or compoict.;tal to re/o/iNv den s,rr req{.aiecl bx. sNauh,;orions.A APPROVED BY PASADENA (818) 792-3096 SANTA ANA (714) 250-5525 PALM SPRINGS (619) 320 -4220 RANCHO CUCAMONGA (714) 989-8983 CAMARILLO (805) 388-2344 FILE NO. 8 r (ine/Iry ,ache,/ -%ki• h 2 �f � r V9 /t REVISIONS '�Ganhnued"___---_ cTr,,l ,I,.�CIny or ,reel J'., gllc,v,<r, on Plan, excc-pt thof 1, bur s • 11 15 44 /e 4Y MARK DATE DESCRY TION - each s,.J� or sl art snarl i+e ries 5rnc,ll- •� i .313 II -5-70 Step Spoelnq 65 bors, 4"0C or equivelent er than. ° 'o Q o io d 4d 3-1-74 MH f e C ret. .375 2-05 bars 6J /0 6 /O 14 9 /0 e 71 - --A s' long, 4" o c }� ,o co Q, e >< 9`14 /0? /J /06 /i �f [� its 7 /31 17 f /r 1.502 .750 .44 2.356 t _ 15' long, 4" c c. .875 - 1 2.749, 0 �8 2.670 B — B �i (9) 3.400 1,0128 I.00 - i' io 4,0303 1.270 •O I e 5.313 1.410- 1,56- 4.430 The new bar numbers are based on the number of inches included in the rromino/ diameter of the bar Bar number Z in pbin mounds only. Bays numbered 9, IO and 11 are round bar3 and e9ui vo%n t in weigh t and nominal cross - sectional area to the o/d type /; 1'6 and l� square bars LOS ANGELES COUNTY ogre - JULY. 1952 FLOOD CONTROL DISTRICT QRevised I-19-71 2-DI7� NOTES -7 �� 1- ACCESS 8HAF7 • See 2 - D 10 2 DEPTH P r Whcrr depth P fr"m street grade to top of pipe A scat rs Iess thr>In 2'-10V in Poved streets or 7,'-6 In unpove.1 PLAN PLAN streets, wrnslI 2 ft diameter shoft, using Concrete r)' igs (Short not shown) (stiaft not shown) as par PLAN No .t-UIU�, otherwise Construct aft shaft Us 5 .IUrs 7' Ion , 4 . o c , of size shown shown on this plan. 3- : Dimension from tor, for transverse steel, but not smorler vs 1 7 - O" OPTIONAL CONSTRUCTION oulside of (-Ar-ch than bars. 0 le Warp these bars under bars that have __ storm drain to top of Pipe teat, show -i d Inches on this Plan, may been cut for shaft oporting ' -i. ' ' . .. �'. • • • r �''• :u Inereaseci, ex a I•I tint, ,r1 ),, .karu3 f' es io.1 Iiu1 1•c , c i .:., 1.1 t3 •}tun _ - I -_T for F�ovGq S:► ee'+n c.r i' G• I.•r wipave,{ otrect: , ood IlkAl w+ =•N reducer- nlioll tic used, SECTION A -A 4-UNREINFORCED ARCH' When specified with unreiriforcec c-n- crete arch storm drain, construel inanhole os shown on this plun for arch scctiun, ut tont 2- '5 bars.' Manhole frame �,djj® 5• STATIONS shown on Plan refer to center Bite of sl�riif Cover-, Plan 2-�1,81e I� 13r•ade ,cru cl gr•ncle%-� 0 i1` 6• r,';�tr'r.c� o �9cction to for A -7- REINFORCING STEEL fo be per ''.0-171 Concrcle r1n 5. ''� Q cN _ ' and reduc6r Plan No 2-DI0; 0 �k"s 8- STEPS shall be 4 round galvanized steel onchored f a Z - X16#t .%j 2" Plpe not less than k�` in walls of sfruc.tur e- anti unless ° 0 ubors° ` -Ifole 15'x seat 14" to 15" O.0 1 Th wise shown shall be s petted c: c'l 4 Icing ,4'o.c r 3J' lowest step shall be no! mare Ihmi Z feet obcrve tit,; I -lout• ' �• Rounded s Cut hors inferfcrincj p9 f� : 3000 psi at 28 duysN'See f:r1 I wq 2-U96 dk2,,P4pe neat-- r 3_ ,. - to :1_r d1;1911- 1• with condiL>encl,n of'r) Wnere P,essul;; Minhole W 3 i specified on pons sea Std Dwg 2-D210 note 3 pre shrift ortci Ixnd Iran ! ti •'s .�;.:' :',: 3'"Q' •; �- _: side wall t Reinforce hent REFERENCES REVISIONS LOS ANGELES COUNTY card f- under ah:aft- c i:, round yolvanitc.l ;, and arch Jctailsf- o 2- D 181 r•ww o.r1 ouur.rro« FLOOD CONTROL DISTRICT steel alepv 14"To ?' 1510 C, ;F See Std Dwq 2-D96 ► . ", indicated �., ,Ions r ... ?_--D104 �� •... � •'0 2- D107 0 2- D 171 ° ; 4G 7 - s: l2•52 `'•� �fq Rriet�t „o't� Revrsed MANHOLE N0.3 SECTION B -B . "2- D210 0 1-'53 Revised PLAN, SECTION AND MANHOLE 2 2 096 2. 0472 0 617 5J Added Note DETAIL MANHOLE F0N v o ns3 ") , .i) llev,se�t c,,�ly.✓ ­e#Y; — .rrwov.o sr FOR ARCH SECTION STORM DRAIN ' �' IV "�''�`''�` a DATE BOX SECTION STORM DRAIN �•wtc= t��,� POr.INO'w�.. r{ /,/ ,� r 1� r3D 10104 Constructio/f join/ • lr TNOTES I 4 lef Bars , B and C ore / r , + J/fown L),-7/he protect '�' ''J bars i - i, drow'n9J E/evof/o.-� R Orld E/erat/on S ore i'• ll it of 5^v- .1d'o.C. Shown where re c'.' -cd Per /Vole B. 7 - a-- Z. J/olronJ alxcifitd a) drowrrW OAP o/ IAO :inter,tet/.on Of i r cel/le/' ////CJ o% rnoin line on�d latero/e, tecspii that / both woyv b be 1, • slalinas for- catch bmgh7 cortrwctor• pipe qW/y r >~F Barrs , - f. of in.s,de waft of strVclur-e. 1K �Raysdbvyr� o used when B 49 r'' -- -1 3 Relnforc/n9 site/ sho// be per e -D /1/ , alro)ght tp,Jrodrrj I J C. - i0 armorer bora //t.• clear. from fore o/ concnele unless /e SECTION G -G olherw1jo shown. m . Jf4stion /t \ �!' 4 1 kb"7de9'rs to W bars or -e of size and 4poc/ng .9pecrfied for wall P AI�tl.sie lj , OAO"Ox rod%urs of Jleel on /o/an, orTd Jho/l be cul rn center tACv.J 1 / !O. of.blerol with TABLE of open/"y and bent ,nlo top and bollom t - �Io mo.Irrnun� o/ Ji' o/ Jvncl,on alruchov. W Bars /2r- dinllt/uiona Om,l H bare when soffit o/ spur is /P "or leas per t � / . 4 I , and bar a/reu below joffll o/ mq/n line ono' om/1 G bars 1 'QE,H,�G Bors t: l of ` • J I 1 Conalruct/on PLAN jo+nl, Neiv or ,,,,W co Ufrvd,-6n 2 - D 189 -W Bor-a Born Any elondo d r F Bars ' ?' N Boras ..; � . � - - - - pipe JQ'n1' p.. 4 a c. Ib o C. 1 - Pt• -1h - Eears v R J- •• E-Iilr - ,, I- G dors _ _ i . � "oa C. � . . 4 ', a' - _ urldil /urb red M/•Ih '� "� • f A�,� . �t';-Bacifi//.vnder Jtmclure w/16 1-d-5 ml.r carcrefe, SECTION P -P or compoict.;tal to re/o/iNv den s,rr req{.aiecl bx. sNauh,;orions.A APPROVED BY PASADENA (818) 792-3096 SANTA ANA (714) 250-5525 PALM SPRINGS (619) 320 -4220 RANCHO CUCAMONGA (714) 989-8983 CAMARILLO (805) 388-2344 FILE NO. 8 r (ine/Iry ,ache,/ -%ki• h 2 �f � r V9 /t n ,a v k 15 44 /e 4Y Z/ r4 J PERIMETER INCHES •� i .313 7 41 1 74 474 'o Q o io d 4d S/ 54 .375 60 6J /0 6 /O 14 9 /0 e 71 7 / o/,t 4 ,o co Q, e >< 9`14 /0? /J /06 /i /4 /6 to / its 7 /31 17 f /r 1.502 when rnverl of .spur is /I or /east obove Ikor of moi" lure . 4. Junction ,ltructury .thole be poured /noriolithieolly with main fine storm drain, manhole or tronsrl,o/n . S flow-' of ,tlruclur-e Jhofl be dteel . troweled to the 5pr-iny fine. C =Joao psi al ?B 7. Embedment, P, Jholl be S for B • 96 or- /eas and B' for B over 96; Q B. When E/evot/on R orior E/evof/on S ore not` shown on the project drowln9s inlet opening sholl {o// G inches below the soFFit, and Inlet pipe shall be loid on a straight grade From main line to cotch basin or to grade break in inlet 1/ne. E/evatr'on S Jholl be shown on the pro/ect drewrn95 when inlet opening Fol/s more thou . G inches below the soffit, and in/et pipe Jho// be /old on a 5tro/9ht 9rode as stated above, E/evot,on R .Thal/ be shown on the project drowin9.s o2,y when a stub is to be prov/ded For ><v tore cons true t/on of 1n/et pipe. REFERENCES REVISIONS LOS ANGELES COUNTY I O/7/ www■ oar. oa•Cw,►Tlor• FLOOD CONTROL' DISTRICT A Re,l,cd Note + , ,9 u chagwd•t• JUNCTION STRUCTURE e 4 vest 1%rtsfat NO, m 12.77-6e Revised Note I t Addea Note a PLAN A SE T14NS ® !Oils ,tier. "C "LtA/er>r islin,Ot. errwovto tt J Back/)// may ba, Oran/ed ,f •srr'ucrur♦ '"'• 1. }l/r•Mlrfro ►�,� I OAT[ ie /aid on wrdiite rbn! e0i-1h to / /l ` -- -- '�1��f�lf� _.- 4/lrrrrr drtawT wo/ . ,.� .» .,...• Orsq;w ie1S] . CONCRETE REINFORCING STEEL INSTITUTE STANDARD A615,& REINFORCING BARS BAR SIZES WEIGHT POUNDS PER FOOT NOMINAL DIMENSIONS -ROUND SECTIONS OLD (INCHES) NEW (NUM6EiW DIAMETER INCHES CROSS SECTIONAL AREA—SQ.INCHES PERIMETER INCHES .167 .250 .05 .786 03 .376 .375 . I I 1. 178 �4 .668 .500 .20 1.571 �5 14,043 .625 .31 1.963 0 60 1.502 .750 .44 2.356 2044 .875 .60 1 2.749, 0 �8 2.670 1.000 .79 3,.142 �i (9) 3.400 1,0128 I.00 3,5441 i' io 4,0303 1.270 1.27 3-990 5.313 1.410- 1,56- 4.430 The new bar numbers are based on the number of inches included in the rromino/ diameter of the bar Bar number Z in pbin mounds only. Bays numbered 9, IO and 11 are round bar3 and e9ui vo%n t in weigh t and nominal cross - sectional area to the o/d type /; 1'6 and l� square bars LOS ANGELES COUNTY ogre - JULY. 1952 FLOOD CONTROL DISTRICT QRevised I-19-71 2-DI7� I 2- A bars- 4`c.c-%- �� Fa outlet see. standard f -A bars _ flnlef pipe p inches A Bars 1 catch Darin plan, A bars. �� �� �A inches_ - >' ,t be d din 12-39 S --- •..J _ _ - �_: Plain ' -FBurn or Cull ppe to ' b 1, I 9 42-60 06 s,! eq r Cotch basin floor Qr `7 a 'surface of concretes 1 1 O -. nc, /� CO -rein: I ` �-' . Note Whan cotch basin foils ! err' ? 420C-1000 cont n c r I Round err es of t I I AG 1r C.MpnPe• 1 - �.� on top of box,tM opening may / 4,6 ' i en»oserr.ers when more I be formed through floor of i than one section of Inlet e - - - �- �� `'- A.C.pe d� ) — l• _ ti ► �' catch basin and foo slob of box. u a' I , DSD a - _ _ s R ' tart - ' v D 5�6�-,_ _ � u ' g of pipe is used bedding `-�1, - _ _ 'See Note 4-' > r ,Backfill with I 'Ih A Dors ' �' t ©420-c• 2000 -� •e a ' ` R.0 B o x Natural ►.)8 N' A Dara- N 1 � ; j concrete e o D+ D e t D ,around min � , 2 o IorYq Q _Q - • _ - --7 -E I w 1 ) COW04Gt r,ofl J , r, a 4, length zD In f1,+3', ' -•2-A bas 4 c � s to reliII ' > ploced under cut bors and on i Uneompotle0 _ backfill • > , density 111 > .1 A" n lop of uncut bars in bottom I r ._ -- ---- -- - -- - by spelt- - - d top slob. Omit bar, that fall , a CASE—I CASE 2 SECTION E -E SECTI N A -A ifkellons. SECTION B -B '1 over sidewalls. _ _ - I _ ry C I ; Wn. bearin Surfac0r--�- ' equals 0t.? ----- 1 N r > E4 - 1 r — E I,Between 0 r ,. I 41 � • J 0•.�' �� � _ -Cut Dort 2` Ics�o�� 7, 4S 1}I 90 - / ,�n564•C 3000 ---�-- �- � - Concrete Beoclear d operwng R1 - - - , ( — 'tsC�6 / - �- -- A j --�- --4 A ;�---O.O,�f " 05(Y4",lo be ploced,• ' 'N. i - -� 2a clew of hole -' . SECTION D -D _ _ ► _ 3-� SECTION CHC CASE 3 -TOP SLAB ENTRANCE A be PLAN 2- D191 Da 30" OR LESS CASE I -BEAM SUPPORT CASE 2 - COLUMN SUPPORT REFERENCES REVISION: Los ANGELES COON f Y D■ 30' OR LESS D■00w OR LESS FOR C.M.P. r.ww cl/cw.r„or. FLOOD CONTROL DISTRICT Da Sow OR LESS FOR R.C.P OR C.P. NOTEJUNCTION STRUCTURE S � - a /1-e 6f eAj. A f "'.Fc QII corrugated instal -) /_, t'v..-.. v c"o •r N O 3 g pipe and fittings shill be galvanized. Cs� r 2. Use Junction Structure No.1 where size d Inlet pipe exceeds dimensions given above PLAN L 5FCTIONS 3 Unless otherwise specified Case 2 support shall be used 1 _ _ 4. EL.`S' shall be specified on project drawings only cd chert top pipe is more ttxxt 12 � �a • below soffit of box �� - -- -- -- - -- - l_. J 1,. f,•w {M4/.(li , 111,.w) v`\ i •'ll , •1 I' �1 UR ' © WIV ! • R C.: 1/b43 Exp 12-31-92 CITY SOF FONTANA ',CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY S O U T H R I D,G E VILLAGE SCALEAS SHOWN DESIGNED, BY STORM DRAIN DATE L.A.C.F.C.D. STANDARD DRAWINGS CHECKED B%YSHEET NO. \ L�E.Bi3"�r,FlSS1�•C—:" APPROVEDlwaa 3843 . CITY ENGINEER R.C.E. 18 Of \fit 1 2