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HomeMy WebLinkAbout1769-2. . _. .J:.; -. - 13*-, _ 0 i Edves to be need I r .r ' � t0 3" RG.',,,` I I �. :.:� rincjs small be rrernforced wish two .'� and 8 inch r1n s F -I- / NOTES ,_ ./unhofe fr?me 4" i• ir,1 !�'re.! hoops Co rush -Manhole : rcrrw one! _`t _.: �_ { ynd cove. Plan 2-� It31 g , cover, Ste Plan 191 - I - - I 7`--�� t sh ,I; oe reir.for�ed with four hoe flied r_ ... /- - � _ ,' H- HEIGHT H (in gee A -A and sec 8-e) shall be not les than 4'-O", b t, a oe increaeed r. __,__.__ µ,.t„ Io r 1_ _ _ �, , rovrded that the value of M shall be .rot Ie3s than the minimum s G sale I-2 Mortar_41--No. 14 A S.& W. a /, f %�A � \ p p ur d end ttwt the re- s. - _ --_ 9 uge wire g 1-2 Mcirro- veer shall be used. For H (in Sec.0-C) see Note P. I o --- "encs ori centers. A - ao �� ��, ,4 11 8 L -LENGTH L_ shall be 4 feet gnleaae otherwise shown on plan. L may oe �'. �- �. 52, rncreaaeci or IoCo,tlon of manhole sFtrf7ed to meet pipe end.. j •�! er? Uos9rb.e use a L" ' 7 l x/ U i `See Ron 9ecfran ..! .• z i' , L ; / I � ; I � ',' _'�' T Shal I be 8• for- vat f H �' '' , for o�nf detail :, f u2 rlcnl nqs r ' ►'4 p ,r s •,�.,. I; A- I 'I _^_ -T cies c up +d and Including tlfeet. G -Iq -f ' eo lval i e'• '� \ ,1; - I ; ; T shall be Id' for values W H er 3 f t, t : >f I :rl W feet. 0 ( 1 � ��. T =-C '. 1�� r,I�:�j .r � • Std Concrete P':^3 ! 'urlt: 4 ,•, .. A I I - ST , ., = r: li k: >I I EPS oholl be,[ round aalvcrnze.i rtes: and onchorro not less tV;rn 6 i❑❑they ! Zd" ,' •' # Z 1 t¢ bOr�, 4 re d. �-~'- �`'' 01111, 24" Jiam. c s �,� the walla of strvCrVr>•L Irrjlez, vtfier w1.e shown, steps, shat' be s ccd 0'(. 'nr IT- o.e a r: _. . - Insige gignl. - r -� --- r '�;' Qe 10 tit qts and:; t?e no' mvr'C 'harp leaf a - ors Y boat the Icd9e at side of tr .mlrole tloo _L _ ,- _ # ���,�����,z4 ruches \ \ _� j/,' �Radivs i.D Jou '_ q�1 *'4- { 3000 psi ret 28 clays.. t r.,), '�.•`••r 2coils, 7re9',�. t I-_; 1 , :.- : !. wl:-1 t A A 3- EINFCRCINE STEEL shall be r 2-0171 straight bars !' clear from d! 1""• 'tti. 2}"° I 1r, 1'-" I -T -` I , a `-- #ziwhC ,hnop- —� r'' \ .r ` All steel ReInF face of :onCretG. 9 - I .�! F-- - +yr -+4WD-► i - _ 1-- 4 4 - STAT ! c ca 4: • '.1 ONS of manhulea Shuwr �n Plar. a I at center line cf sham yj bars, Q' �.C. are shown a• sh.f! t. cc Ncrte, N i ,r. ,` r, x , F „enter arra re cr to the nrolon�ed invert rade line. See Note L . t • CROSS SECTION ' F- �ttt� - ­7�- ooR''na toe.+on. , ! �'` _ �.+t; REINFORCED er Wit; Eccentric pietas of ma-ihoie t°hoi!! oe steel -troweled. OF E t `O l .� CONCRETE RING �� concrete cone -- 6 -RING;, re-• anti pipe for aceta- c•ha`t shall be oeceted in mortar and neafly I �' 4 .� ° L pointed or wrfl.!d Inside 5hai' ~• .--- - - - - - --- - - - -- I_ a ' d n II/e ' I �. PLAN 'ml� r16 I _4 (Shaft not shown) I- Es I \ i 1 •. , 1 , ., - '__ 1 - _ - - - -_ __._ .,•-,.•.a 2 -ALL JOINTS shall be filled with I-2 mor- . i �' '. 36"I Dam • street grex e Manhole frame and ca�/er c i'/a 3s'/� 3'ia; lair' ,,,� neatly pointed or wlF,rd on Inside - - -- r.. -- e zr Plan No 2-D 181 .. Ot $hat's. ., 11. • . 1. ,.:.: C �� 3-CJLLAR of_ I-2 M,,rfor- around cover frame a •-Variable lis -gth precast �, O 30 3peelQl M H. R.CP shall be omitted in rock ar,c1 Oil streefs �•• �1, 1 C:oncrRTe Sections c�Galvarizec j ~o , and in av e-----� ,a 24" i O C A Cd e.reets. i 3tee► steps, �" _ . CV O r,= \ I ^ Ib' or (f " o.� 4 L �a a, ;� 2 `; Std Dwg 2-096 r, a -^ ----- - 0 U N ' :y\ ".� sap ,,� ' T— 4, . " 4% r " p Q d 1 `�- STEPS shall be 4 inch round Joivaniz S_ z 3 'RCP d: " ' ��-J nnJ e end - VERTICAL' SECTION S_ ` 6 • "'- T :: ' ; . n sfi red r r . I • T t Y T IV . o. ' P P e Placed dirtetly V �,,• ( 37 y- . .- • ..., 00. t•.. y pope e ed :heel. � stc -shall 11 b la 5"x L" 1 e sen+ OF PLAIN CONCRETE . I '.•a , p p 'a ueneaih the manhole cover frame. *" _ Width of all slaps shall be 14 inches be- ECCENTRIC MANHOLE SHAFT T y cre shown _ 3=_O" - �' t . � ;I �6.� .�•t 1 D,ETAJL. I 15" tween lea centers. F_xcept wh_ 1 othervvrse, sForcin9 of steps n shu'• ••'moi':. 7 .'C Z' .-.J 0 - ' . •::•Gaha.l E,e I b or IT In his on i.enter. ��I 3 ,rQdius --''�-t< � c. Plpc sea•' ':;�;.�: �� � I �• _. I I I - See S tc.J Lewy ' - D 96. •_ 3 11 ; I ' l JUNCTION STRUCTURE WsSo) N0. ECGcNTRIC MANHO�� shaft,reducer, and I • i is T 3-6" .-r - C y s 1 t 4 �i- ------ III „ I II_ VERTiCf�L SECTIOI�1 �s may be ptoinFccr,rete. �« Round edges f. o'. _ `' �."- �- G r I ; I ? _ - __� F„n unr•>;nforc,-•d S-ctron the minimum I 11C-) ';v ' , i I L I I I I n� _ OF (REINFORCED CONCRETE thickness Stroll be G 1n; ~,e; x►,e concrete 1 � . ,.• 1 . -r I; I ----*, i 1 ., ECC E hi i (�i C I�.ANHOLE SHAFT g /V.T S• 1 u -.ed shed! ko �F 5,,. �. ,lien th soar to t I i•. `:I 1 : lI; N r d"� I F. L+2T- .+'14 I .ievelOp 3500 ps r r. reale' 1n _ a -_ ,� 28 days. . - - _r`, Round :..`'- '� - - 1 III — _ • : �.•_-.. ; �a`:1.. Edges, �,,�. •11 s; � ;>.a�., i :.�CtUC POIt1�; I °a,.-o� /`-- ': ail:_:-��_-�,-M � DETAIL ^ CONCRETE RINGS, REDUCER AND _ . -_ ' , c --OPtIc11a, bottom o 0 J �E PIPE FOR MANHOLE SHAFT .. • V•. S- _e __'_...I -< dip; dI<'',�....r SECT 10IN �- >✓ SECTION A- rr••'1. v _. . . ,. . M. -T, e. 90/1 - "I. r. � - --- . - _ •!e • 4 f N V 1 �, • or 1 "• - -• _ .• ,- �,f r.- - �.-�� 1 • TABLE o/' fid' �_ .cu„� 1 '� Yt7 s %rte t� this aeF� c���i Z - CENTER OF MANHOLE SHAT -T sholl be located over center Ione ofift”" • ;�, � � .....-� � • fa�'t 1V �tC.' rt?t/neak�/ I., _ .. - _.t I ) g y„ I • o 3 • tilov/cls - r - - - -' t t?ptror>,f l OV1SX7iB drain wh&7 drlarnetler A is 48 or less, If7W1o? rh CO3e _ lone E W''J - P !6' £° _ _ _ _ ft I ` r - -r- I 1 it r tbae of cnrllcrvtr me trrcolJuororxrd stxrf7 at d5•wrth cer7fer/irae and miff / bari, 3�'3-k'In9 ..- s I I -•-t. 3- D£TAIL Ail' when depth manhole titian Jtree; gro& to top of bar A ! _ � , ' , , g _ - ' 4, H bars is les than Z'-10 4 for poved strvet or 3'-6' for unpaved s tr Mt cor�shWt : 1 r' . 4' V ' - 7rad/us - l J ce,S/.Y_r t oar' monoli ftc shaft us rr�,� A L; :!i .1 =0"mo run�r97. i i 3 0" per rt lF7il M. Sr abf iF foror7y depth o7"martlx mr7y 1 D G7r _ t. - t I -f .� ./Lor , 4 6'tcv►y L. _ 'r "_ _ � be crostruct -das per Detail M. YY `yen dxrwter D, rs ,d6'cr kss,caanter 3"oc • "11 '-- r-�I`_.,, •(,ac``'''•''Y(X*Y1boys of3haftmoybeloco tedasper- note 2 G cc to /r,ade edge .P l._ A N 4. - TN1CAV'M Of DECX sr'7c// vary when nieces -u to prorde leve/ prres6 t I A. tlor' - - -,�_ �-_ t _ i. or tnorrhole _- butshlollnotbe le -*s than tabular rvlues for Fshown a� this plait I ! k3 ; 1 I to 1"r (Ring3 Qnd carer •-int shown) 5 - Rf 1Nf0A'CING STEEL ,t be per 2•D171, l �•cleor f?vm fbceof concrete I �.:% ► Sti-Cet9nade• • ,-(; Xilcr'eie rin93 misers shown ctherw.3e. 1 I F' p., ._ - � 1 Fa ?rtr t this J tap `: S•x l - Rt' mo t Abx Mtn 6 STEPS shvl/ be V round, galvanized steel and anchored ntot leas I P I_ A N 1'''f � str'pPh -., _�, - for_ j �_wd three il' 8 thou G'/nches in the wn/ls ofstructury Unless otheraae ., Ahcl to h tx�r, • • - _x; • : 'L .. % t far un ver! strs 16' 15' ttae 3oocirg shol/ be /6"o /7'a c- Tlae Aonre.step.shn/1 rVt , e ff V ttaot7 , _ . I . (5hoN not Showr7) 16'tbr poved3hxjet3 - ``' 'r_ _ _ ?'' ifoi,Zdsttilit;; �:. ` - bar 6'obc>.�Ie ttne ir7vprt. See •Std. pwg 2-0 96 Manhole fro `' far r r ! . ' y ��` ' I `'�' - - Vor ioble 2 S, EDUCERAND PIPE for occes3 3hDfY' 3tvll b6� Mrt8d A? n'7a*r Stneet9rp- meurx i' • '� r -: 7- 671NG R _ ever, Plan Ab. 2-DY4`' ,' r • * t` . - f bars and neo fly plo;inted or wiped inside t,* 3ho t tOC'alr steel6. Caxrete r,,,ys Ovid 1. t -poo 4•�ZAP -J bars 8' STATIOIN,of rntanhole9shownoln nopp/�y otc�enferof., x . slew ----_-_ 24' . . '; 7- , X. `Round . • ElemflonsJhownat t (,, ' nAducer, P 1 Ab 0107 I s o tions re ler 10 pro7olr,�ed i/?YL'i t_gZz r /#7e3 C SM r9sr p si — 1 r , _ _ F _ F . - 9 - FLOOR of monho%shcH be st+e+�l-troweled to sp;ringr� line. 1-096 " 3 O' � � Mir nn7un: " 1U I will r � b 3'F iO - (ri0DY of r7ranhoife 9holl be poured in one cof itrncbus operwh6n, . I povedsl• "-t3 .o .. r �' except thOtaCot X5trLctctili jointwitho /tW/nolke Mrnirrtult,l j'-6"with '�9 y/eOrJ 57X? "Pipe S> at. JT- L1r7 bl►1�Q >r�et3. o �` be placed of the sprinnggrnq line. pe _;i r i. I'I - LENGTH L ANO EhfiENr P shall hone the tallowi w/c ,a r • . . • 't? .j. a , ; DETAIL M unless otherwise shown os'7 flan. _.-_.. - .------- _ . :: �'q. -•- -- .: Lv; s ---- for Dz-916'or less L •5'$' P-5' Lr. e r • • r 'ie t�c•r (See Note 31 Dt otter 96', L-6 -p', p.B• - - - to J K.� © J Airs L •' '- - - ;4'ingh,y line --- Isle►` 'ert7tron I- . '- OW,, "i otthi5POint .•-' , r,, ' - `- '4 :) he beth #mVA to T-- . ; - t;..I1'.+sed when e1 is r, ; . ECTI;ON_ ASA 6t: arovcr E Lor.. i\,; Ape sen t 1•?; I ;1 Se ' Abbe li , 4;t_--"'• • — Wr __ T^ .. I, ,. . .ds.,Q.. ,'r - -} . . 11r 1 r• ' I , I 11 a 1 I o�F r. I i y%� r'� _, LP o1 I I .I I TABLE OF VALUES FOR "F- ,joint ••, . F D Z F ' .. • 1� 7 • Itivi— J.�- 7- 1 I 'I lZ. a2'::;t--90' /. Values {or A, B and C Ore shown on the pro 1ecr h'ew or e.t icy I ,n9 Cuwstr orh6n l3 e 45' '�J bora -' •. _ _ _ _►� - M' 48' 8- 102' 15 , sr 8! l081 16' .`4' T '114' t6 57" s 4 0' 17' sa• 9 � z • in• . with 1-3.5 mix concrete, 633' 10'.j.&.' CO" or marc "` 17 I SECTION A -A I %N N, I 13 17 otherw/jo♦ shown. w 144• 1 - 7'- it P ,if /ass Ab>`s .0 I ay be rnC1 T_ -0_w7 or loco tion of rnarflhole shy ftled to meet pipe erects. When L greeter rhon ttiotclown abrlre astxrifAed 0 bars shall be con tinued 6 "a c. lZ- D BARS slxol/ be ''d far Oz .39-cr• k►ss, v5 fbr Dr'd2" Q4'irK1us/rp and `6 for D2.90 -or over; Tie bars sholl be -,"'3 bars. . 13- f� - 3000 P-ai. o't Z8 days.O. /lam l4 -Centerline of irrk t k i x to in terser t insiil✓+e faits cif code of 4a ir�ging line unless otherwise shown. 11 13-Lo1e1a/s: If latero/s e wF✓' cr,' bah si4e' .1 of )W&17o% Qcces,5 5A&& 9fiol/ AS larv7`ed aw side rece✓viis fte_ stria/ler lQferz�/. lotcro/ .moo// f de�r�riorg�d ars irr7/c►roverr er ,d/ors as ri,?h f aw• left y�,acrhq n:.; I the 4'ire cfio, V ofsfo/io�ir�. It I. '; , Cont/ruction ,joint ••, . I 11 4 1 _ I ' - D, Ef , N, C Bars .. • 1� .� / //'� 4,� ;�, '/ / OI e NOTES / )I I 1 I 'I /xy -F Bort /. Values {or A, B and C Ore shown on the pro 1ecr h'ew or e.t icy I ,n9 Cuwstr orh6n III 7. Y� /� ' '�J bora -' •. _ _ _ _►� di-Ow:'ngs . EICVO'"iDn R and !e.o f/ on S ore I ?.-H Bara _ � : ! / T'- 64 ; C I ®/ �I* II t . "/.. ¢ Of spur / G• -' - - 1B o. C. �; •. 0: T --,a--- T � hewn who re�c.•.,^ed cer /Vo*e 6. Z. .Stat(ons apec.ifie:i a7 drawings app/y .o/ tAs /r7tersectron of 1 �-f Bora I I I Pt- - / -L-- ' #4 :' center lir,ey of main line or,d laterals, except that , . '�`-.•/. h., 1 . '- / I.�i�` t► F Bars Bort, /d ac., I► both ways Tj he ' :. ' - atahor,a for' cute, uuain connector pine ctW/y a/ inside wall o! alit c/vrC . 08 l X %Roundfo* A i • : -.. a.. used when B id ' ' -- ~1 3 Re/nfor-c7ny a/eel shah' be per- ?-D /71 , .straight . with 1-3.5 mix concrete, '� 9"�,�,J i L '� "`� Bars CO" or marc "` bora ltj• " clear from face of concrete unless I SECTION A -A I %N N, I le r,Q'C' SECTION G•G otherw/jo♦ shown. L ' I J11Sh Pt` 't ,ROL07dEdyle9 to 4 main pipe, and so Its axis will be on the ling and grade W bora are o% size and spacing specif('ed for wall P ,if /ass Ab>`s .0 / 7 7 aoorCX. nadiu.5 Of exce�r where Elevation S Is shown on project drawings steel on plop, and Shall be cut in enter d Elev. J , I / 1 / J D. of/v>eno/ with /-; a mar/mum of 3d" TABLE l'cr- of openrr7y o,d ben/ into top and bottom of junchtx-7 structorr. I and 2 _'�vQ. I `W Bar.5 dimensions Omit ti4 bora wheo 5oit>1 or .7pur _a /Z "or- less Is greare• than 45 degrees, use Case 2 / A - - I �;/ i and bar arzetl Lit/ow JofF,t of main /7.,?e, and orn(t G bars _/1 _ /_ -DeE Bor5 i � Il'a 11 4 1 _ I ' - D, Ef , N, C Bars /I CI I / �I I I 1B 4Y II 3 1 / OI Z7 1 J4 / )I I 1 I 'I , Con3truchion PLAN I •joint. h'ew or e.t icy I ,n9 Cuwstr orh6n �..A.. , 4 .. , ,�, a - w Born `'I (`P r D Bora An s/pndaro I ?.-H Bara _ � : ! ,,, F Bars I ppe joint. 60 9T I Round £o&Ies - -, 1 �-f Bora I I I Pt- - 72 // 78 / 64 /r Z116 c. - .'; 1•' 'o 'o v b 4 , . '�`-.•/. h., 1 . '- i. I 2- G Bora - -..A - s 4 O. C. S 4 08 l /44 / A i • : -.. a.. .4.�a -6'ocf fi // undzr struc!ure d . . .` . with 1-3.5 mix concrete, I SECTION P -P - . or comport -'oar/ to relatit•e SEC i ION C densi!y requrtred DK. spec/ficofions.p 8 T (inch/ry ('neA0J) •,,,,h Z � v r n 11 4 1 IC1' t; so i0 1 b iR is q1. 1B 4Y II 3 1 24 S Z7 1 J4 30 6 33 64 36 S4 39 7 4? 7 to A li to 14) Ilt 4,5 46 6 5/ a 54 S 7 91*% 60 9T 63 /0 66 /0 69 /O s 72 // 78 / 64 /r 90 1 IJ',k4 4 1•' 'o 'o v b 4 9S 14 1102 /J- /06 /F _/ 14 /6 r 12,3- / 116 1 /7 /JZ 17 r 08 l /44 / when inve•--t o f ,spur i. IZ 'or less a&-ve Moor of main 'ins . 4. Junct on st,-uctury shall ke poured monolithically w(th m,. O line ,Morin d.ra7n, manhole or transition . 5 F/oa.^ of structure Shall be steel - troweled to the dp/'iny h"74-. 6 r =.7000 psi a! ^B day15 7• Embedment, P. shall be 5' 'or B -- 96as 'vr- le and 6 for b over 96; Lh 6. When E/evo7`/on R and f/ev•c-6o7) S are nod shown on the project drewinos inlet opening shall {o/:' C inches below the soffit, and inlet pipe rho// be lo,d on o siroight gr•oale f'rorr:• moin h'ne to coTch basin or to grade br'eoA - in i/7let /int. E/ewc- ion S aha// be shcrv.7 c-7 o the or-ject drow•7:^qs when,, i,7/et ope.-•-:•79 {ells more thou,C inches below The sUrti>•, 0/70, "r /C* ,o/pe 00.,? be /via' on ev Tr•oiyht` 9rodc as std -fed above. E/evaf-o.n P sho:'f h -.e shOwr, on The ,orolect O'.-Ow/nQS cr7, y W `7e,7 n 0"11& •_`' :''c be Qr011 :i�'d for pu lure cans true t: on r : r,'e t c/;re. i5ac*61/ ;nay be om(tled If ,Ylructurw ii /old on undisturbdd ea, -/h to Jlerm aer•wn wall. DETAIL - JUNCTION STRUCTURE NO, 5 I ��.,.► ; -;,' _ --i- j., t. .) ' N.T. 5 — • * • ' ' �' I ,. i 1`i - _ - - - . _ 1•NA . _ Gi'tade pain t3 i _ _ See Note 6 . _- SECTION–13-B SECTION B -B CASE I Class `r" mortar 0� rPlo:n or reinforced For outlet see Standard ,' concrete pope or C M P t Moon Li I ' /Varies to sail t , / I (J X ' I - _ i min See Note - -_ I � I _f — I I (, _ 7 -:7/- See iNcte �l , 1 T I ; Bedding of , I �_ Inlet erre-- -- -'� o. 1 ,B I @xkfillQa20-C 2000 with '. ' 4•. Elea. S A concrete or j -, ' :. o• ` • ' see note 3 compact soil to U. +7/ alalias density ,1 required by ,' I . `.:: D• . . specifications- ' > Pipe beoding - _ ` o , I �11 I ' •:01 o `� Sto 1 .o. • : Undisturbed eorth _ �/i,\\ /%,\\ SECTION B -B CASE I Class `r" mortar 0� 6 For outlet see Standard •.'° / / Catch Basin plans ' /Varies to sail o -.• , ' / I (J X O. .. o: I O , ( l , , \ I ODI ---; .` ' I I�� `, i ,L >- Plain or reinforced M;n G See Note 7- ; \ - 6„ cont. pipe or C.M.P. \ v• . 0. V � I ti -- 0D _ -2 min Conc_ encasement -Connector pipe See Note 4 ti 7.- O `� ' J - �- D . . CASE 2 t- X ` P .o - Pipe beddlrg _ 1 `� Sto 1 Y __ __ � F NOTES: CASE I AND CASE 2 d . . .` I -'iti' Mein Line I Angle A shall be between 457degrees and 90 degrees and SEC i ION C -C I SECTION A -A I larger values of D, use appropriate standard s!rucfure, CASE 1 with saddles t DETAIL — IIIJUNCTION N. T. S, Lin -- -+� STRUCTURE (JoS) NOs For outlet see Standard •.'° / / Catch Basin plans ' /Varies to sail o -.• , ' �/ Conditions O. .. o: r , , ti"'., , . .. c'. .. .. - , \ I ° O Catch basin Floor -' 4 - >- Plain or reinforced . See Note 7- ; \ - 6„ cont. pipe or C.M.P. \ v• . 0. ' J' a 1 \ ' �✓ \� . ,� -- I. - I� 420-C- 2000 PLAN _ -2 min Conc_ encasement -Connector pipe See Note 4 ti 7.- SPACED 18" ON CENTERS OR CLOSER. STEEL SCHEDULE DETAILED ON PLAN ' 4 Min. M • I o Class "C mortar - �- - j-- I ` • CASE 2 T ' �; o r. � �Sta.o `leo} Note All connector pipes (within the angles specified for Case 2) CIQI `r shall be encased when lord within the main line excavated _1___ trench, or when laid on fill which hos not been densified. __ __ � SECTION NOTES: CASE I AND CASE 2 - I I CASE 3 - SADDLE CONNECTION Mein Line I Angle A shall be between 457degrees and 90 degrees and NOTES: CASE 3 D sha11 oe 24 Inches or less For smaller values of A and I Connections to pipes 21 Inches or less in diameter without larger values of D, use appropriate standard s!rucfure, junction structures or precast Y branches shall be mode ' with saddles 2 In nc case shall the outside diameter of the inlet pipe ex- 2 Trim or cut saddle 10 fit snugly over the outside of the teed one ho;f the onside diameter of the main storm drain main pipe, and so Its axis will be on the ling and grade I of the connecting pipe 3 Center Ione of Inlet shall be on radius of moon storm drain 3 The opening Into the pope shall be cut and trimmed to exce�r where Elevation S Is shown on project drawings fit the saddle so that no port will project within the bore d of the saddle pipe. 1 1 Tht opening into the mo,n storm drain shell be the outside 4. The connec!ing pipe shall be supported as shown in poses diameter of the inlet pipe plus one inch minimum or 3 inch maximum I and 2 5 all corrugated metcl pipe and fIl',ngs shall be galvanized 6 ;f Angle g is 45 degrees or less, use Case 1 If Angle 8 Is greare• than 45 degrees, use Case 2 �f yy� i Burn or Chip end of connector pipe 11u•,h wllh ;nner �,urloce CENTER. THE LAWEST STEP SHALL NOT BE MORE THAN 2 FEET of m0,n'.r'e Pipe Pound edge of concrete pipe or reinforced .A /7t09 73 concrete ulpe A8 Sicilian specified on drawings applies of the intersection of inside ,55C V C. (� 1 G wail c! moon storm drain end center Ione of Inlet pipe. p"8A rq,r i IN DETAILIII —JUNCTION STRUCTURE NO, 3 N.7: 5. -------- q\' II-- -- - H -- H 1------_11 \NN 1, D I l.,__ --- ___._ I � Y' , I ` _ _ - = —, I ,' I% -- J of structure TABLE OF VALUES FOR T 3 min. --4 r- i 1 1 1 %o 1 _ _ _ _ ` - 12" 5" - i NT - - - \ Round =age �' ,y�, '` �. 5" 18" I /?C_ \ -t 10 3' R, I I >, 21' Concrete , 7- I , , + , I 5,15" Cradle-, �' E and F bars ,' i Ei d # 5,-3" O.0 -_ •' 30" 6" ' J' a 1 \ ' �✓ 6 36" 73I z l Sta Pt. . / ' o' W ®I---, I TABLE OF VALUES FOR T 8 T 12" 5" 15" 5" 18" 5" 21' 5" 2411 5,15" 27" 531, 30" 6" 33" 6 36" 6 " 39" 7" 13 -.. _ -- "I ( y _ It", ri N a $ � � I 1`11 1 it t1 • rrrl� w/1°CteT , •4 , T K Z" � .SRT Io a � o•e4es f C �4 I `� n #4 a 1$ *0C. ' I "11 "O'eAR3 ,._____________... ...•--- fi o"eAR7 F C - - I 77E eAR5 I I p•"'. -I , 11. 1 I of I I _I I I.• . V I +. r/e stirs I u, I I --I � `.- -I x¢9/2„ `4 I #4 -4 �< I-� - I I _ a: � < L &a l2 /'•4 103 r - I I = ;� 1 _ Tle ' BAR 9 ' ' ►o.o - 41 I 1 J I I. #4 avvrL 06"c.C, * I __ _ --..--; F. j/4* -/;u �4.s rrgb.' by Me - - _-._� - r' PL -ANA V I EVtI C=" I ski ucfur►r' Qr�r�i�� _ _I /�-.� _ , 3"s�,�ourld /Ni/d flee/Bar I. SECTIOI I N A - A SECTION B - B - -- ��n� Ham- = —Ir -�- - • --- . --- .. � A -f1 Scale: 1 - 8 S c a I e: 1 - 8 �l . ¢ �-- + - — -• --___ — ____ , ... f I - y .._ _�. — — __—_ _—._.--.-_ --_— , L*A °o SEC-r•'lON A. -A F� FRC►NT ELE:VA•TION 90,' Rel J-e4'J"BARS .¢-g'LLY✓G .�"o.c. t CcWr/NUf Ao012.10NAL ,WARS 6'O• c, 7A /Ns/OE .a," O- 0,,4nb//O.LE ]11 OT E S : _ ____1r.4._/o-te_i,e/ I. An alternote step may be used subject t4 tho Approval of Ilia engineer. I 'A" �'''�TT 4t 2. All steps will be firmly and rigidly sat and no car's or shafts will be sr4. /ot2977 accepted with bant or cracked steps. a -= 3r Steps W111 be galvanixad after bending. I 11G T sra• /ot e7.4 i / -it ,+ Tie) y �:t"MP 0Ao('IV) MANHOI-E STEP OETAIL, P� TIE o � .off°Q. P .F �� �� % -rA. /o /• 00.50 • STREET dRADE 1) , �l, I 0 Q / /NT /N4f/O4e FRAME a C,0kVR 1 °`/ " - "9a0i 7/E DAR3 AW .1 W. PLAN GTO-O-X' I` 7NRV 633 -O -OC 3=0�r'' / _L I CCyVCR� E R1,WY 4e REDUCER ` — 7. 11 �' PER ✓Tb. PL AN -4 /.x'01 1.X02, t � -) /.sof 0 I _ 14 . : "1P4W,9 GA YAN/ZE.0 I M/N .3' -to • 17E A ,x: . G ,�jEE'L I'Y/UNC YED 9TiQEErTS s rA_Io� —.--- __ --- - - - r'D "BARS I = =a I \ \\ 7,�,t�� W71%,S Y • • As . 'F "AARs � .�Ec - G- G / I ...T NTS. OfA 1r �5 pR I F I '' 71,6 - W803 %• w 5'' I n eAR5 I e4a �' $ PLAN VIEW � Scare: 1" 8' I STA. 10 + 10.7 7 t o STA. 10 + 29.77 Sheet 1 1 "Br' BAR5!�1<''T►'' ' 'B"BAR5a ✓_`1 I19 VAR/ABLE �1ir it 11 if .N , . . __[ -/50, 8 �2 , C - /2 -6 ., Dj Q 1+4 -IB ' BOTN :40 .'., - , - W TO E V00 wil'oeN 2" - r` D /3 �D. pR OYER R= 3" �' � 8 L.D UP UgCK � 1. B 5%r � ;V "W-v4 OY/DE II „ A% - F 45•. Qc F - s4cTION N -/WW R- O SEAT FOR .Sf1AFT- 14111EN 1 ; - - — 6 "o ARS" F , �,a Ry (1YP) TOP /5 NOT L E'1/�L - 7YP MT.5. NOTES - 1.DETAIL - . . . _ JUNCTION' STRUCTURE 2B. 0 CAS MODIFIED PER O C E M A -STD PLAN 13 �\ 0 . . . IJ , 1-1 I '/ A, 11 A :211 2_-#5 Bl -2,. TRIOLE � F � T 02 F B T 91-1\_�vsr,I. /34.,/ 42'l 7%2'e % 47 - ---- /7tzz./3 - --- - ..-/Iv -- 1. REINFORCING STEEL. STRAIGHT BARS, 1-1/2" CLEAR OF FACE OF • # „ 4g /2 ( j'`--- CONCRETE UNLESS SHOWN OTHERWISE. TIE BARS SHALL BE #4 /. ` r I SPACED 18" ON CENTERS OR CLOSER. STEEL SCHEDULE DETAILED ON PLAN I \ TiE eAR5 /� / (TYPj ' . T Q 2. 'P' __ __ � EMBEDMENT SHALL BE 5" FOR D2�96" OR LESS AND 8" - I '0 CIN FOR D2 OVER 96". Q,, 106 A _ - I i.0,495 3. STEPS SHALL BE 3/4" ROUND GALVANIZED STEEL AND ANCHORED ' NOT LESS THAN 6!' IN THE WALLS OF THE STRUCTURE AND SHALL '4 T PROJECT A MINIMUM OF 4 INCHES FROM POINT OF EMBEDMENT. QMH _T. �.-_sTii Z/L: ?� � �--� � �'�' UNLESS OTHERWISE SHOWN, THE SPACING SHALL BE 16" OR 17" ON `y?� �f yy� CENTER. THE LAWEST STEP SHALL NOT BE MORE THAN 2 FEET C� T/Q � / /<_ /+ TION .A /7t09 73 ABOVE THE INVERT . ,55C V C. (� 1 G 16AM54=B"Lo� p"8A rq,r i IN 4. RINGS, REDUCER AND PIPE FOR ACCESS SHAFT SHALL BE SEATED Al. T. 5 3-#4'' .0 ..^__ 1.CAV77NUE AOO/T/ONAL SAPS =14- �-C- ,� IN 1:2 MIX MORTAR AND NEATLY PAINTED OR WIPED INSIDE Wo..e. 7011V5/nL- ELr?EOf MAVIV4E Q - " E,i, Q SHAFT. •,, IF L --- I. Dl, ..J F ) 9G 'RcP I !i . FLOOR OF JUNTION STRUCTURE SHALL BE STEEL TROWELED TO T-4,BLE 0= 26AR $/Z�S ' \ PLAN VIEW Scale: 1" = 8+ SPRING LINE. 6 . BODY OF JUNCTION STRUCTURE, INCT,tJDZNG SPUR, SHALL $E D ol-' B B bars o ol-F 641-s STA + 0 9.7 3 to STA. 1/7 +- 2 7.7 3 Sheet 1 2 CONSTRUCTED IN ONE CONTINv0U3 OPERATION, EXCEPT THAT A -,/17 r, „ B - 72 / C = 3 3/'WZY LATERAL% CONSTRUCTION JOINT AT THE SPRING LINE WITH LONGITUDINAL KEYWAY, ' YOU- 9�D �r lr �r ` 7& #6 9 ,Q = •5EE BEAR/NGS IID/ /r Itr/ " IS PERMITTED. If C (,= 7'-O" 2F IL /.ATERAL5� _ 45 � = 96 il - 1.DETAIL - . . . _ JUNCTION' STRUCTURE 2B. 0 CAS MODIFIED PER O C E M A -STD PLAN 13 �\ 0 . . . IJ , 1-1 I '/ A, 11 A :211 2_-#5 Bl -2,. TRIOLE Off" VEIL•I-XE5 FOR F � T 02 F B T 90" /34.,/ 42'l 7%2'e 9�" /4'' 72 // // 41/ Y � /� � 2 -• �5, 8'- 2 // NOTES- // I Junction Structure No. 2 is to.be used when O.D. of 8 is greater than 1/2 the I. D. of D, or 8 is greater than 24 inches. B shall not exceed 5/4 D, , or 39 inches. NOTE: No more• thon one opening sholl be made in one section of pipe -'' = p `- /------z-r 2 Values of A,B,C and Dare shown on project drawings Elevorion"R"find I: o, - 4-54"BA25 '' • Elevation "S"ore shown when required per Note 12 ', ` I Y %7'�/P� of'n Elev. S ,� re bars (, 3. Elevation S applies at inside nroll of stnitfuro. � „ (Ste Note 13) # 3-16" G6. 4. Breakout limits shall be determined as follows: lig �j d1 ''r -Q _ lie L. �'�/ /,2 rL M I ``C \ ' Upstream Limit - At the intersection of the outside of the spur wall 2 - #� 8 ' 2'r a I 2-' `�'/ I I I >. - �I' with the main Ione pope wall y Z I . ` \ G , G bars -t +- — I 1 .' c *4-6" O.C. Downstream Limit- 6 inches downstream of the intersection of the 1 t/ I I , / Spur w011 with the main Ione pipe w011 - �i On JL�i`'�/D /y/ I I _ , I/ __ �' t-- The opening shall be rectangular, cut normal to pipe surface and / /� C! /�v Z #S $ 2 I lir- ip without damaging reinforcing steel If o joint in the main line pipe I �E/N�4/'GCL MGNT '3 •�T//�/�UP G I' t R n d e �'~ I / Reinforcing Steel falls within ►he limits of the concrete cradle, provide o concrete _ t // iN/i�/�O� /TYPICAL I I • N, Round Edge PLAN ' #' �� I - to -," R' - - 3" Min._____�__ encasement one foot above the top of the morn line pipe to the 2 5, 8'2 r I J _ _ I /Tie berg limits of the cradle. T I I ; I 1, -1 i I # 3-18" OC _ 1 5 The transverse reinforcement in pipe shall be cut of center of opening� —' b I j -_ _ I , 3" I I- 1 .• o and Dent into tap and bottom slabs of spur. . r -o �'( 2 -tt=/, Qt2// I;" 1, - _ i - Min. ,' it \ � �r ,'r te`-' ; 6. The main line pipe shall be cradled and encased in 1:3:5 mix conc•ete. 2 2 U `� //1. ='�� \ -- / ' II _ �5' -- , extending lOngrtudon011y 12 inches beyond the limits Of breakout (Sc Note ` •- ��MAIN LINE STORM DRAIN . I'/'' i Round r �v I 1 41; and 1►onsversety o distance of Hon each side of the centerline of . .b I . " I -9 , _ R. C. Pipe Or reinforced ( r E boys �G bars ' m' pipe. H = 1/2 O. D. Of pipe + 3 inches minimum. _[� / �_ - I __ o, SDrin lin► Jr I 1 Ed es + // monolithic arch 9 - _ i1 1 + g �_ _ ed "j-'_ I Cradle may be omitted on side opposite lateral inlet when construe ed 9 n - ° _ a -,,, I + I 1 I I In conneclion with existing storm drain. _J• 9'/ ~ --T a Dors °.' 1 ' I 1,-rF bars IE R 7, Reinforcing steel shall be per 2- D 171, and placed 1'/2 inches clew f•Osn -_ r, -'..t-,.; o; _ 4' 3-18"OC V3:5 Ele_v S_ '' #5-3"OC �'� 11 face of concrete, unless otherwise shown. t/ i ,/ // #,r g/err/ � r, q - t o' Cone. \ _I. �' p �_ o - 9 E and F bars shall be carried to a point not less than J distance frcm 8 / l 124 G bats p ' I Q'_.I 1 7. \� vo • o � centerline. J = 7/Iz 0 + 6 inches. J}./�( ��/���� _ i . 9 Concrete strength shall be 3,000 psi at 28 days except as otherwise ff'.J .0. * t c . a •a I- noted. T- ---8--- ° -T a.. .•' .Q' r I " 10. Floor of structure shall be steel -troweled to springline / I/ /�� o h1 H I , \-1:3:5 ' . .� Els. f/ T/O/ y r s. I I-'- -- ----�--1-- - -- - �-I ' I I When Junction Structure t! 2 is Specified with reinforced monolithic c -c' _ �+�� �/O ` / A o. I 'I ' �1 3 5 Concrete storm drain value D shat. refer to the clear span Of the arch. �= `-=_-'�� !-yam ✓ �V IL_di 1 .a ' 1, :disturbed earth' Reinforcing ;tee) shalt be cut and bent into Junction Struclure rn the �� ime ��,. (,OFF- r ,. -"•- '.° ° .. monr�r as for pipe Concrete cradle under reinforced monolithic orkh is _i� _ r' } not r 'quired 1, y i� ,� ' < \"� J F s r. �� \ Fn 12 When Elevation "R" and Elevation "S"ore not shoJ,n on `%' protect drawings, r. et r :,�j.'- V '%' \' WINDOW DE TA IL pipe shall enter main Ione radially When inlet pipe enters main line otn..• tt „n c`/ 1' ,,� ("I radially, Elevation "S" shall oe shown on project drawings, and Inlet plpr. 3h 11 c2: ` `_)0 SECTION M - NI SECTION Z - Z be lard on a straight grade from Elevation ' S" to catch basin or grade ,r.7t. /�� �(,riw%b`i}�� ?'i n Ione Elevation 'R"shall be shown on project drawings only when sl .t ;i •) + ,' .T. . ae provided ;n morn Ione for future construction of inlet pipe 13. Stations specified on drawings apply at the Intersection of center lines i; Eq. 3-51-90 .,s of main line and laterals, except that stations for coicn basin connector DETAIL —JUNCTION STRUCTURE N O. 4 Jie apply inside wall of structure. -.� 4. )se Trar,s.hon Sty ct re too. '., Sid L n;. _ D.88, when A.C. P;p: ,` �� :Sad to Ino`.nline. 1. Ovi�., �) - CITY OF FONTANA, CALIFORNIA W.T. S. _•1 ,,: . I 1 - REVISIONS E�� . ,- �11Ty PUBLIC WORKS DEPARTMENT.0,�� "7F - • RECORD DRAWING 2-20-89 ��P�� ��P�� ADDED ZT. 5l1 06TLIRE 2 -8 yN 4 o5 �J S s 2. 4/B 9 f4 DRAWN Y , Moo/�� �:. STORM DRAIN PLANS SCALE: The info tion on this drawing is obtained from others and 2 �o �cr. srQucr. 2 8 vy 9 88Nj+ ? • DESIGNED 8 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (71.4) 641-8777 WS/KW must be v rified _in the field by anyone prior .to use or HALL & FOREMAN INC. is note responsible for CIVIL ENGINEERING • . E T A I L S COnStrUCtlO t p LAND PLANNING LAND SURVEYING p I undergroun facility locations or depictions. All bbove ground CHECKED BY DATE • facilities ca be::readil seen and verified b thb arties that PREPARED UNDER THE SUPERVISION OF: J� N ° intend to u e same. y ' p . JOB No. . 1 t - c.. �- I �e �$ APPROVED DR. N0. SH% N0. t -. o T - () ' JOHN. C. -. HOCA R.C.E. 2.6229 DATE IIICITY ENGINEER R.C.E. 18932 Ill� % 11 OF . 4 . . ,......�&, , I _ - - :�1