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HomeMy WebLinkAbout3513-8I t MAIN LINE RCB-- z A (USE STANDARD PLAN 333 r0`/ I� / f IF G !S LESS THAN 45.1 7 0 e I ONS ,n I .--L4 V7 tr q. 1514 is5) h it E iE I ISM 0 150 mm (•5 0 6') OC 1 ioiv I C, -TT it (•5) rT ! rn- I' -ISM (05; PLAN f - D'URS OR CUT PIPE TO SURFACE Ez = OF CONCRETE. ROUND EDGES OF / CONC. PIPE OR RCP 15M 0 100 mrr 0: w / {514 Q :GO mm :•5 4 4'1 I I nvi tw l•5 4 4'1 OC o / 1514 (■51-,, `\` E 15tH t�5) ! r CDt\C. P PE. i3M (.5: _ `�, �• Y a ti RCP OR CSP -�G•i D t I I ✓ 1c _- :' `- CON•-. PIPE. �I rx 6x0 In -,n ( \ �� 11 1 RCP OR CSP 24.1 t ONGLF , �'�- - fl -SEE NOTE 3� c E)� ry.S ELe`y.S 1 I RC B: AN 1 to/cv 15M (0!51a --L� 6ED�ING FOR SUPPORT t /,300 mm G 112•) !•a. 1 15M 0 IOC mol 40INLET PIPE mm' 1514 0100' 1.5 0 4.1 OC- (I 1/2') �'. (+5 0 411 OC 450 mm UE') CO-UMN SUPPORT - ` ��`� \ I `•� �' BACKFILL WITH UNDISTURDEC EARTH ? S • • • '' 265 Kq-C-14 We (450- I UNCOMFACTEC 6ACKF ILL-' ` C-2000) CONCRETE; 1.0 m \-1514 O 100 mm 1'0 h OR COMPACT SOIL TO ;3 -0•} RELATIVE DENSITY MAX. i•5 4 411 OC REt7JIRZD 3Y THE CASE I SECTION A -A CASE 2 SPECIFICATIONS BEAM SUPPORT COLUMN SUPPORT D a 750 rnm (30') MAX. D x 750 nwn (301) MAX. I QD 80 mm (3'). p0 60 mm (3.) MINIMUM BEARING I I SURFACE OD/2 E MINIMUM BEARING b I I SURFACE a OD/2 0 "' -•ISM (+S) c � .� .. �, - 131.1 O 150 mm C0t150 mm 16') (65 0 6.1 OC SECTION C -C SECTION B -B I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRC.)Nt1L:: .:t75n ir.:: �V:;LiC Y:48OCKCOM I TILE Y-., GREE480CIS COMM f f tt JUNCTION STRUCTURE - PIPE TO RCB < INLET ID 750 mm (30") 5T4NDAP.0PL4N METRIC 334-1 1111W - _! BARS TF(AZEALL_CtVV"IOEWALLS,-- - REV. 1m Use W,rerr 0ddrpG.xrl ;r, lY;tio &I ,`.ie of USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION B BARS - 20M 0 100 mm (06 O 41 OC. STANDARD PLAN MEM334 IC 1 LENGTH ■ D+1.0 m (3'-00) INLET 113:5 750 mm (30") PLACED UNDER CUT BARS AND ON TOP OF UNCUT BARS. OMIT FO FOR OUTLET SEE _! BARS TF(AZEALL_CtVV"IOEWALLS,-- - -- BASIN Use W,rerr 0ddrpG.xrl ;r, lY;tio &I ,`.ie of /--CATCH BASIN FLOOR f• - 265 Kq-C-14 MPa(450- C-2000) CONCRETE EN - AN I CASEMENT WHEN MORE -10 _, fe PIPE SNUSED SECTION OF o +D �r z_RC BOX d0 �? 0 �2 J NOTEt WHEN CATCH BASIN FALLS B BARS ON TOP OF BOX. THE OPENING MAY BE FORMED THROF CASE 3 BASIN LAND TOPRSLAB OFCBOX. TOP SLAB ENTRANCE O ■ 750 mn 130.1 MAX. SECTION D -D B BARS CUT BARS 50 mm (21) CLEAR OF OPENING AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MEM334 IC 1 STRUCTUREJUNCTION --PPE TO Rca INLET 113:5 750 mm (30") - - n�'e= ':'rnej,c s c , I 1 ,.+ :L4.Ot`f t+ct1S r -r^ ' ( I 1 ., y SHEET2OF3 51e.c •r1 �� `fir - � � �-- ._. `_` ~`'�-,.,. � -.• 1 .r - r. F.c'r O� I I t ' F.^ (it 0{ �jr Conn /l. 16siwcers 210"/ • + (J ^-4 a tF1 rrrar .Firers culvert invc+ l rrP,rc ,4i_ WI1'fr' S'7/FFEN/1iG 3Er1 Pr1t- 7'YP,'CRI; •W.?THOLIT S,TIrFr1.11AG RF,4Af 1 1 clrl,,11 Mrll - 1 PART LONG/TtIOINAL SECT/ON I�tF IVI7HC07 57_1/.F6 1&6 8,`A4f I J Ser 140.1e, zeib • 1._' SU(!L'ntr:y h��.•n - �_�/ \� / Fcr rrr^entree rtinl. > / t \\ Sc, WIC Lvrs see 70.Wc GrlO,._ ..iV-__I // � // £a:rcr.,; pnCf ,1.-C.1 1::!c � 1� �, �•a4e :VJ:?s ; cur atf.r_^1.r 71x{ peroy;. !• `' E/ev. 11 � '�� fi/1''Ji /ItYi r 1'J:t! \1•Jm\�� � �`� %.r • r: � �• SCJ' dc>•: -!s � 1x1 c?: s. � n � � To cf Slopc , , • &"r- max CtSTr C�L•.Tr ! rnl,rt I tOTa:'rn=rr r�nj,llui�t SEC`TIOrV C- C .. �':G•fcr rruc:. Ny > 1 J� ��` -�- \ 1 . -L_ - - n�'e= ':'rnej,c s c , I 1 ,.+ :L4.Ot`f t+ct1S r -r^ ' ( I 1 ., y 1 _! Use W,rerr 0ddrpG.xrl ;r, lY;tio &I ,`.ie of { STI,r! E'1_V/i!CHCAMV 01l+fE.1V 10, -,rS AIVO RF1/VFD_Fi2"AVC � `�' ,;fl 3a' • O'_1- ncrc 14' Ie:' 181 �{7`Ix rtio tectrn. Fite 2 v •n carr- i Ave'Jr.lrr7 !JJ Car wall ;-~ - !' tri" _ ...1 - -�• �• 1 �': r=t. Tor. t• -`G .._...r ....T:r F-•'% -,rr`= ,`_O__�--�} I1 Tct b -"j .�._ its' F=VSTViCD C.IY:L Lr+4I11CUt "f1, Front face trill.^ Re Or i OCL• reinf. 7 !'roirt /c:c re,;,[ Xecr /r•.r rant Frr.jof tore /eie Rear Icce re-,;,4ry ui' ESL/J .._ --'"._ B Y 1 •Y �% 12 �"•r V i2 d .� 12 '' P t? 1.419 1. .r � _ .._.6.._ I ID' 14 PI T p•42J /� r�A l�� "`an :2 °r 6 le "?r 4? �July ), (092 rd fT (� 7 !y4 jr l� �1.� cl i r4. o 4 :P 12 ;; i`7'1? �`T? 5 ("-r r /� � •� o d5A 5 °4 rt /2 'lP.i;_f b' a, � JCI` T [`ter 11•x' it i�T /v C7F70FJ10F•if7F7oF'70FJ1�E7L7i' / r I 4444•-�-� - f • � `bf:c• �-•; Jn to : narcn � /i ctV"We: ori .r. verr i • t`1) =-fir` -=+=� I �' ` !•-I j� ��� 'f- �l - 1 eT roto n::!/ or •--2- "4 i t 't7lrErraztire OW! om r s us ra -- `-:.?lerrtc!ive Oc!:gym Cx/ Cu!•pl! w•ull --� END EL EVA TION I � r Iii ) I `SIV . f,f, j j ` I <;: it r r ;`ttI t I i 1j 1 J {� 11/-x- IJ7 to CO T_ moi• O O cV N ;YARP£'1J WING 6144 L LS STANDARD PLAN METRIC 334-1 ALT£RIYA,T/!/F.--kYARPEl3 GY//VGGS/ALL EPA( SEC`TIOrV C- C .. �':G•fcr rruc:. Ny > 1 J� ��` -�- \ 1 . -L_ - - n�'e= ':'rnej,c s c , I 1 ,.+ :L4.Ot`f t+ct1S r -r^ ' ( I 1 ., y 1 _! Use W,rerr 0ddrpG.xrl ;r, lY;tio &I ,`.ie of { STI,r! E'1_V/i!CHCAMV 01l+fE.1V 10, -,rS AIVO RF1/VFD_Fi2"AVC � `�' ,;fl 3a' • O'_1- ncrc 14' Ie:' 181 �{7`Ix rtio tectrn. Fite 2 v •n carr- i Ave'Jr.lrr7 !JJ Car wall ;-~ - !' tri" _ ...1 - -�• �• 1 �': r=t. Tor. t• -`G .._...r ....T:r F-•'% -,rr`= ,`_O__�--�} I1 Tct b -"j .�._ its' Fr�me,�tr /'a 1 _ r; 1 r Jr$r L), rt �u; '�•v� Culirrr "f1, Front face trill.^ Re Or i OCL• reinf. 7 !'roirt /c:c re,;,[ Xecr /r•.r rant Frr.jof tore /eie Rear Icce re-,;,4ry ui' ESL/J .._ --'"._ B Y 1 •Y �% 12 �"•r V i2 d .� 12 '' P t? 1.419 1. .r � _ .._.6.._ I ID' 14 PI T p•42J /� r�A l�� "`an :2 °r 6 le "?r 4? � crr • .'.;._..I t6 i'v ■ {fa l% b 4 s; 1� �4 8 12 ��J d ,� ` •J & .� "' r .,N '41 7 ij'rr ,�.� B ; rd fT (� 7 !y4 jr l� �1.� cl i r4. o 4 :P 12 ;; i`7'1? �`T? 5 ("-r r /� � •� o d5A 5 °4 rt /2 'lP.i;_f b' a, � JCI` T [`ter 11•x' it i�T /v C7F70FJ10F•if7F7oF'70FJ1�E7L7i' RCB LINE C & LAT C-13. REVISED LINE A ALIGNMENT IJ7 to CO T_ moi• O O cV N ;YARP£'1J WING 6144 L LS STANDARD PLAN METRIC 334-1 - T �;V4L 1. O 11r1.F'i 1S:0eeu AJVCJ f1F,r•:'Ft_7RChV1i 1 _! 2/2/0 { STI,r! E'1_V/i!CHCAMV 01l+fE.1V 10, -,rS AIVO RF1/VFD_Fi2"AVC � `�' ,;fl 3a' • O'_1- ncrc 14' Ie:' 181 �{7`Ix rtio tectrn. Fite 2 v •n carr- i Ave'Jr.lrr7 !JJ Car wall ;-~ - !' tri" _ ...1 - -�• �• 1 �': r=t. Tor. t• -`G .._...r ....T:r F-•'% -,rr`= ,`_O__�--�} I1 Tct b -"j .�._ its' Fr�me,�tr /'a 1 _ r; 1 r Jr$r L), rt �u; '�•v� Culirrr "f1, Front face trill.^ Re Or i OCL• reinf. 7 !'roirt /c:c re,;,[ Xecr /r•.r rant Frr.jof tore /eie Rear Icce re-,;,4ry ui' ESL/J .._ --'"._ B Y 1 •Y �% 12 �"•r V i2 d .� 12 '' P t? 1.419 1. .r � _ .._.6.._ I ID' 14 PI T p•42J /� r�A l�� "`an :2 °r 6 le "?r 4? !L' "5 T 'yti � 1 � `4 �% T2 -FP t� '4,o =�t* �, .'.;._..I t6 i'v ■ {fa l% b 4 s; 1� �4 8 12 ��J d ,� ` •J & .� "' r .,N '41 7 ij'rr ,�.� B ; rd fT (� 7 !y4 jr l� �1.� cl i r4. o 4 :P 12 ;; i`7'1? �`T? 5 ("-r r /� � •� o d5A 5 °4 rt /2 'lP.i;_f b' a, � JCI` T [`ter 11•x' it i�T /v C7F70FJ10F•if7F7oF'70FJ1�E7L7i' , C14 ;votes ,:v1/s des."g.,7 , 10.1 2` s rt hurYr. , ": rM r::od _ ,20 3/cu .'1. ; equii ale a; R"d z'rp$iure _ 55 lcu lr V,vy a-af fiem rI.JI Of Cu! -011 wall ro ISS :2 [ul: rl, k'r fW-1, 'hi fbrrY ctr,,arvn is apron raT`nrut10 Pr,c;ide 2 mw?. Lc:ers,>,r Gitr:; •rsr'oos 2','t, ; t1; b?; .ti'; c?rr'o ; 'tlf�:,'al ticre', cod rod 'Sh:, e tis caNJj l c; e slrctvn G.,I !t jn'..ms. 13: V 00 In O O Cn O U J m EL 0 i a c a p o 0 O Development Resouce Consultants, Inc. 0) Civil Engineering • Land Surveying • Land Planning DIAL TWO WORKING ! DRC 8175 EAST KAISER BOULEVARD BEFORE DAYS BEFORE 0 ANAHEIM HILLS, CA 92808 (714) 685-6860 YOU DIG YOU DIG r o TOLL FREE 1-800-227-2600 i A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ! � I.uN spxers SECTION !ON B-9 STATE OF CALIFORNIA (lP:,,'T6IONT OF TIIANSPEPTATIGN BOX CULVERT WARPED WINGWALLS NO SCALE 1D86A NOTES I. USE JUNCTION STRUCTURE PER STANDARD PLAN 333 INSTEAD OF -THIS JUNCTION--STRUCTURE_UNDER ANY ONE -OF -"iA�-� OCLC+WING- CONDITIONS. a. DIAMETER OF INLET PIPE EXCEEDS 750 mm (301. b: TOP OF PIPE IS LESS THAN 300 mm (121 BELOW SOFFIT OF BOX. c. FLOW LINE OF PIPE IS LESS THAN 225 mm (13') ABOVE FLOOR OF THE BOX AT INSIDE FACE. d. ANGLE A IS LESS THAN 450. 2. ALL CSP AND FITTINGS SHALL BE GALVANIZED. 3. ELEVATION S SHALL BE SPECIFIED ON PROJECT DRAWINGS ONLY IF THE TOP OF PIPE IS MORE THAN 300 mm (12') BELOW SOFFIT OF BOX. 4. LATERALS OR CONNECTOR PIPES 600 mm (241 OR LESS IN DIAMETER SHALL BE NOT MORE THAN 1.5 m (51 ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 675 mm (27') OR LARGER IN DIAMETER SHALL BE NOT MORE THAN 450 mm (18') ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (50') IN LENGTH SHALL BE NOT MORE THAN 1.5 m (5') ABOVE THE INVERT. 5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES_ IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 334-1 JUNCTION STRUCTURE --- PIPE TO RCB INLET ID :5 750 mm (30") SHEET 3OF3 Q D z 03 CD �8 AS BUILT 07/21/0&-0rS'-- 7 REVISED LAT. & CB #C-14 11/02/04,'�� REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 I SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2 PLAN CHECK ISSUE 2/19/0 3 REVISED SIZE OF RCB LINE C AND ALIGNMENTS OF 5/04/0 ��� �■ C7F70FJ10F•if7F7oF'70FJ1�E7L7i' RCB LINE C & LAT C-13. REVISED LINE A ALIGNMENT �7F:1Ci�E710E���C]F70 A REALIGN RCB AND DELETED LAT. A-15 5/14/ •: • - �IOIIFanll(�n�r,>n�rn�rnf,►al�►,,��r�nr✓nn�rir�•. 4 REVISED ALIGNMENT OF LINE A 5/19/0 5 REVISED ALIGNMENT OF LINE A 6/4/04+-c-.� r�or�ciloaa 6 REVISED LAT. C-2 AND C-14 6/30/0#-�, ��I� e��no ,�� V N WW7 w" Cotxrate CF/0 - Ratnforceuent LB/LF + a �4 iw aQ.n wm s up iv am �Flxxmwj to sowt0cr I r1' ruooar 13 1 6 1 7 1 e 1911 o¢ I6 Invert Etsv `1q Slope IEE -- T� SLOPED INVERT S • See Mote 5 r •• See Mole 6 Invert StmOs Siope 4 11 See Note 9 . Elev ._• Invert Invert fS Dim � � Etas ff Elsr S/1 RCB SZ S/3 -c- b ..p" pars -c- Dors �i Ian fiats I -p"� Dare T optiond Const Jt "a" U tars - s See Wig 1 �� • • • • 6" 35 S41 ea No et e6 11� FLAT INVERT V INVERT TRAPEZOIDAL INVERT I ••or•bar& 3/4 -)nn freta ALTERNATIVE INVERTS Optional Const Jt , " I r- "d �+ ".•ears ii NOTES or O tt or •4 a IS Max Sea Note 5 Jt ;', or cover ova �� Y see Mote T ROOF SECTION I. For boxes with spa, or hslght baa than any of those shown In table. t 1 E RCB IN - ass •1 totd3 SPANS 10' THRU 14' nee near greater six* Dox concrete d6.ernatons one rslnforcavtant. See Note 7 y ` "a- j or `� 15 WYM S1^AR Yoke rtemsaary changes In bar lengths one puantiOss. •4 ars SSeea Notiop e 4 I I •4 • Ib kkx L ouantlties are approx4ote and for design Prpoees oNy. E YD 3. For poxes with span or halght or cover greater thm those Mom In k" Gr T RCS veyp tables, a smIal design Is re0ulrso. Const Jt const it Alternailve • 4. It Is peradseable to etlminote the IW hooks an every other bar. "a" n hors Const it = �a S. "a" Da•s are of hdf spacing (spans to•-il' only). c See Note 1 Const Jt !i' • S. "o" pars are at hdf spoaing (spans W -W anty). r "o' bar • t T. Provide paving notch when top Is exposed and .hen pavement Is • partied cement concrete. and od)vat quantities. •1•- •/ • A Yox • • nd c"bora s. For design adetafs not at,ow, see Standard Plan DM " Typ 9. For exposed top, provide •+ a A each way f V lap ••c" Dors or ftA spou ' I Iaid oQuat. Dare STATE OF CAIJFOW" See Note 5 DEPARnX,W OF TRANSPORTATION TYPICAL SECTION - Y, Span T WALL SECTION CAST -IN-PLACE SPANS 4' THRU 8' TYPICAL SECTION - SPANS 10' THRU 14' SPANS 10' THRU 14' REINFORCED CONCRETE SINGLE BOX CULVERT NO SCALE F -SIZE AND SPACING OF STEEL AS SHOW11 ON PROJECT DRAWINGS. EXCEPT THOT 5 BAPS 04 EACH SIDE 0= SHAFT SHALL BE NOT SMALLER THAN 15M O 100 Trim (05 A 4'1 OC OZ EOUIVALENT FT -15M O 100 mm (415 0 4') OC x 1.5 m (5'-0') LONG B 0R C?B OR C _ -1_. r I I i-� - 5 BARS 2.1 it (7'-0') LONG. 100 mm (41 OC. -L -�-� - OF SIZE SHOWN FOR TRANSVERS= STEEL. '�---_____i BUT N OT SMALLER THAN t5M(a5) BARS, VvAR. THESE BARS UNDER BARS THAT A HAYE BEEN CUT FOR SHAFT OPENING PLAN STREET GRADS -) r -CONCRETE RINGS (SHAFT NOT SHOWN) 1 /� PER STD.PLAN f' 324 125 ir.m x 25 rnm 115% f 2.1 m_(7'-0'1 -� 1') RING SEAT -\ j 610 MM , l1 j (24.) I ) 125 mmer.Ww-v-.- aJc s_. a -A tl,-a-%3s-" Of -- (5•) m E \ F cuOMIT FILLET UNDER SHAFT—` 175 mm (71)_j 1 1 wi SECTION A - A STEPS J i MANHOLc' FRAM. AND COVER PER STD. PLAN 630-, MANHOLE SHAFT PE=, STD. PLAN 324 --- (25 rnm x 50 mm (5'c 2') PIPE SEA; - -STREET GRADE w o W W vI 125mm unit , r t&_L_c t j UNDER SHAFT --' 175 mm 171 1 STEPS t -ABLE OF VALUES FOR M (SEE NOTE 1) I SECTION PAYED STREET UNPAVED STREET MAX. Mi N. MAX. ! MIN. E - B - 867 mra (2'-10 1/2'1 - 1060 elle (3'-6' C - c 262 TTwn(u') i217 mm (8 1121 410 men(16') 300 men (165') I SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I1E��11•oi>•f1E�l1•I©©OQ ®�� ��� �■ C7F70FJ10F•if7F7oF'70FJ1�E7L7i' �7F:1Ci�E710E���C]F70 •' �7i'7G7E;�� v CiF•7F •: • - �IOIIFanll(�n�r,>n�rn�rnf,►al�►,,��r�nr✓nn�rir�•. I�1�Illnonc��l:�.�o���r�c►.��nr,�rac�rlloa' r�or�ciloaa rioo ��I� e��no ,�� �1 � nr�Ir.� �r�n�.�is�►nn�n��c3►,�crnrir�nn��c! - 000ric�a�la.��icj►.�nr�n�an�©nnnia000n000nnnona�n�►annnnun� �Fi�[�f���©©�����Fli �DOO©©D�OnO©��onn�31••i[�•i0i�7�� ®®[>CiC•TD��mO ' • mmmC?�©®C�ICAL''NCFammC!JG?;7�� f�iIOFTJ6�'G�OG7�7�0®f31}s�_',E� -- - mm0©Om010�OmI00i.�lOnlf?aII�I����DEi1L:7©�©IOOOL7©'rj%0�0� WW7 w" Cotxrate CF/0 - Ratnforceuent LB/LF + a �4 iw aQ.n wm s up iv am �Flxxmwj to sowt0cr I r1' ruooar 13 1 6 1 7 1 e 1911 o¢ I6 Invert Etsv `1q Slope IEE -- T� SLOPED INVERT S • See Mote 5 r •• See Mole 6 Invert StmOs Siope 4 11 See Note 9 . Elev ._• Invert Invert fS Dim � � Etas ff Elsr S/1 RCB SZ S/3 -c- b ..p" pars -c- Dors �i Ian fiats I -p"� Dare T optiond Const Jt "a" U tars - s See Wig 1 �� • • • • 6" 35 S41 ea No et e6 11� FLAT INVERT V INVERT TRAPEZOIDAL INVERT I ••or•bar& 3/4 -)nn freta ALTERNATIVE INVERTS Optional Const Jt , " I r- "d �+ ".•ears ii NOTES or O tt or •4 a IS Max Sea Note 5 Jt ;', or cover ova �� Y see Mote T ROOF SECTION I. For boxes with spa, or hslght baa than any of those shown In table. t 1 E RCB IN - ass •1 totd3 SPANS 10' THRU 14' nee near greater six* Dox concrete d6.ernatons one rslnforcavtant. See Note 7 y ` "a- j or `� 15 WYM S1^AR Yoke rtemsaary changes In bar lengths one puantiOss. •4 ars SSeea Notiop e 4 I I •4 • Ib kkx L ouantlties are approx4ote and for design Prpoees oNy. E YD 3. For poxes with span or halght or cover greater thm those Mom In k" Gr T RCS veyp tables, a smIal design Is re0ulrso. Const Jt const it Alternailve • 4. It Is peradseable to etlminote the IW hooks an every other bar. "a" n hors Const it = �a S. "a" Da•s are of hdf spacing (spans to•-il' only). c See Note 1 Const Jt !i' • S. "o" pars are at hdf spoaing (spans W -W anty). r "o' bar • t T. Provide paving notch when top Is exposed and .hen pavement Is • partied cement concrete. and od)vat quantities. •1•- •/ • A Yox • • nd c"bora s. For design adetafs not at,ow, see Standard Plan DM " Typ 9. For exposed top, provide •+ a A each way f V lap ••c" Dors or ftA spou ' I Iaid oQuat. Dare STATE OF CAIJFOW" See Note 5 DEPARnX,W OF TRANSPORTATION TYPICAL SECTION - Y, Span T WALL SECTION CAST -IN-PLACE SPANS 4' THRU 8' TYPICAL SECTION - SPANS 10' THRU 14' SPANS 10' THRU 14' REINFORCED CONCRETE SINGLE BOX CULVERT NO SCALE F -SIZE AND SPACING OF STEEL AS SHOW11 ON PROJECT DRAWINGS. EXCEPT THOT 5 BAPS 04 EACH SIDE 0= SHAFT SHALL BE NOT SMALLER THAN 15M O 100 Trim (05 A 4'1 OC OZ EOUIVALENT FT -15M O 100 mm (415 0 4') OC x 1.5 m (5'-0') LONG B 0R C?B OR C _ -1_. r I I i-� - 5 BARS 2.1 it (7'-0') LONG. 100 mm (41 OC. -L -�-� - OF SIZE SHOWN FOR TRANSVERS= STEEL. '�---_____i BUT N OT SMALLER THAN t5M(a5) BARS, VvAR. THESE BARS UNDER BARS THAT A HAYE BEEN CUT FOR SHAFT OPENING PLAN STREET GRADS -) r -CONCRETE RINGS (SHAFT NOT SHOWN) 1 /� PER STD.PLAN f' 324 125 ir.m x 25 rnm 115% f 2.1 m_(7'-0'1 -� 1') RING SEAT -\ j 610 MM , l1 j (24.) I ) 125 mmer.Ww-v-.- aJc s_. a -A tl,-a-%3s-" Of -- (5•) m E \ F cuOMIT FILLET UNDER SHAFT—` 175 mm (71)_j 1 1 wi SECTION A - A STEPS J i MANHOLc' FRAM. AND COVER PER STD. PLAN 630-, MANHOLE SHAFT PE=, STD. PLAN 324 --- (25 rnm x 50 mm (5'c 2') PIPE SEA; - -STREET GRADE w o W W vI 125mm unit , r t&_L_c t j UNDER SHAFT --' 175 mm 171 1 STEPS t -ABLE OF VALUES FOR M (SEE NOTE 1) I SECTION PAYED STREET UNPAVED STREET MAX. Mi N. MAX. ! MIN. E - B - 867 mra (2'-10 1/2'1 - 1060 elle (3'-6' C - c 262 TTwn(u') i217 mm (8 1121 410 men(16') 300 men (165') AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA GHAPTER pRCKI U LGJ�iEO BY T1 {E MANHOLE - CONCRETE BOX sTANDARDPLAN METRIC I•,IELGREE4500KCI WArTT31(C. uREEv60I COMAIRTLrr STORM DRAfN 323-1 149? Rel 1796 I SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -,ONO SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL QROFESS/Q1, MITCy�.```IC SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 45715 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12-31-06 !'q,, C / V IL BRING THEM INTO CONFORMANCE WITH CONDITIONS AND F4F CA0 STANDARDS IN EFFECT. NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C. 2. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWING, APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT. 3. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615, GRADE 40). ANO SHALL TERMINATE 40 mm (1 1/21 CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 4. STEPS SPALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT. 5. MANHOLE FRAME AND COVER SMALL CONFORM TO STANDARD PLAN 630. UNLESS OTHERWISE SHOWN. 6. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISEE SHOWN. 7, WHERE A MANHOLE SHAFT - 900 mm (361 WITHOUT RlDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 8. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 9. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REJJCER IS SPECIFIED REFER TO STANDARD PLAN 3_9, 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. I THE FOLLCWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - �VITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COYER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP -AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD LAN MIC M HOLE CONCRETE- BOX STORM DRAIN r 323 - 1 • SHEET 2 OF 2 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: SCALE: R.C.E. 45715 AT DE AIL SHEET AS SHOWN EXP 12-31-06 DESIGNED BY: 0m16235 DATE:JAM2/19/04 Date :�J %% CHECKED BY: APP vED DRAWING NO Q v LMGI E EER . E. 51152 DATE: 351