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HomeMy WebLinkAbout1803-19" tttr3l t 31ze ryr)d spacing of 5tecl us shown a 4. REVISIONST�rContinued" IInch rings ./%till W ntinforcod with two Or) Plan, CKCC-pl that 1, bars ••n -Manhole Promo gild Q (ntonhole and covsr,Plpl) p -p /it47t 3 round atec.l hoops i 6 inch and 8 inch rings sh,.11 be reinforced with four hoops, tied _ I -a Mortor 1'r eaCII 81dc of atiah rt shall he riot small- ' .167 MARK DATE DESCRIPTION ( er than 45 born, 4"C.0 or equivalent. 0 --. i !.�•1-2 Aolortar > PLAN V1 MW I II -5-70 Step SpOClrt9 A 4 when possible use i' s . 4 • : r rings or •• �+ 't ' . t I I ' ® 3-1.74 UH ft C- ret. ' -�'- -- 2-115 bars forD. jf dalwils u : ..: eq� valent ` f i I I 0,J c' • s'long. 4-0C /! FRONT ELEVATION s A NOTES 1.963 I. An alternate step may be used -subject to 95 bars--- :�•� i S�.li occ$pted with bent or cracked steps. .6► I Steps will be galvarrized after bending. bar= • 3-1• 0C �'' Std Concrete Rings 3', 6*or 16" in - - s' long, 4" c C. 1 tet bora. 4r d. e = �:'.= r ....��r Ins e OATI .875 24' Darn. 4A B ! 9jG R¢Ivistd • 2 Coils, 7mgd 1 •Nn;ri�i ::y3 , 24 inches ® .5-7-0 �- - - DROP STEP _ _ ,'S-3.0 , + - ' 4.303 1.270 • 3.6990. t ' .A of ;ai, ..�:; I • f_',;;II; I I - - �; - - u4 wit swops included in the nominal diameter of the ban Bor number Z in plain* mounds only. Bars numbered 9. IO and 11 �-' I ,(Y NOTES .. -J - ' CROSS SECTION REINFORCED ' 1 1a OAT* 41 dLJ5_ No. •2-09rto ' I- ACCESS 8HAFT See 2 -1)107. Ai IN e1'' ' 4- : M CONCRETE RING Cel �� *Mg[ZT I Or •:.. •' IL t • Ile a' 1 2- DEPTH P 1 Whcti depth P from street grade to top of pipe PLAN PLAN seal is less than 2'-IOV in paved streets or 3'-f;' irr unluvved SlTaft not shown (Shal-t not shown) streele, construct 2 ft. diameterr' shaft, using concrete i--igs �- 5 l res 7' long, Steel , or sizes shown but not smaller -I as per PLAN No 2-UI0I, otherwise construct 3 ft. shaft as ` shown on this plan. • than 0` barsr'steel. than �•5 brit:. Q Warp idose bars unser bangs that have 7-_0 ., 3. OPTIONAL CONSTRUCTION: Dimension from outside tot-, nr(,rrch been cut for shaft operon SECTION M -M. • • .' i.:• '-� storm drain to top of pipe sear't, show-* 8 inches on this plan, may be t r I 2 -ALL JOINT' shall be- filled with 1-2 mor -o• ' • : e' rnceased, excel,/ th.,' in w .Ioirvj P o I,I.1 r►ul 1-e•:oa o. Dim - ---- �2V '.N 'han for I-avc.i s:r cera cr w' 6- ha• ul,Favtu ytr•cel: , a►i,l elicit for and neatly pointed or wiped •,n rneide reducer shall 6-_ uscd, SECTION A -A 4-UNREINFORCED ARCH; When specified with unreinforcec cnn- AN i trete arch storm drain, ccm)6truct manhole as allows onManhole frame curd i tlti3 plan for arch erection, using 2• "5 bars.• Covet-, Pidn 2-D4W0 •Street grade _ Street grader -i 5- STATIONS shown on Plan ret Cr to center Isle rd sIla (I 47t Concrete rin s did • Shat as for box c° 1 section to left N 0 i¢ 6- A -7- REINFORCING STEEL to be per p-171 and reduc2r' u Q - ,-Vorioble length precast -I�concrete Sections Plan No 2-13107 e d Z u _, 3 o r - 4ie - 5wx ' Pipe # #� 8- r -5 -11 -EPS shall be t• round allvallized steel anchored less v 0 i V n 2-t5 bars -. .e - sea not p than 6 in walla structure and unless uth�r-_ N 4 long, a"o. c .!3 }, .. , , wise shown ahclll be Spaced 14" to 15" 0. C. _il Thr. ! k2'pipe seat - •r,• t 1--- ` lowest step 511"11 be not more than Z feet above the- 1 fool• , Round ed so Cut bars interfering 0-9.(, = 3000 sl at 28 da s "'See :''d. l'w 2-U96 P ..••. •,► ... ' r �' ' .:• • •: '� r to 3" radluy ►- : n :- 7 with construction of Y � shaft and bend itita a'D- Wrier" P�essui;; Manhole No -3 is apecifirad on pions see Std. Dwq. 2-0210 note 3 . �-7�V� side walls NOTE 14 rrrtt fillet uitdeX shaft- •t '' rourld galvanized •,. steel sTeps WTO I i `. ;; t.. Rein(orcernent and arch detailsr- •�• as indicated on -' © REFERENCES REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT 2- D 181 wA"R CATE ot•cRr.no« I500.0 ?r• See Sid. Dw .2-D96 : ' • lana 1 ' :r 2- 0107 2-1)171 a -1 -i� 2.52 ,cue ` c .::o,r Cho ed no MANHOLE NO.3 SECTION B -B NON( MAA ,IeK w2 - D210 p 0 1=53 Revised Revised PLANSECTION AND MANHOLE 2 2 - D96 2 - 04 72 n 6-17-5) Added Note , DETAIL MANHOLE F -OR - V 8.53 Revised REFERENCES FOR ARCH SECTION STORM DRAIN LOS ANGELES shaft reducer," ' be 4 w.J-)sl �' ' ca,,,, r✓J�a+i,rr �,�. ,'�,,� A.rROYto e. , ��„,, 0. l X SEGT'IbN STQRNi BRAIN rings may plain concrete. VERTICAL SECTION For unrisinfurced section's, the minier,um MARK o • �'� [cot [ ��Y g DISTRICT PATE '39 „ ,4O %-(til 04 0 P/4.98 A44.. /Veto - - - 2- 0472 t -G 11-970 ASL Consulting Engineers `a R. E. 11543 "RECORD I DRAWINU" 6-19-90 It,Kirq WILLIAM �DEW EXP. EN GR CITY N0. DESCRIPTION APPR DATE APPR DATE SC/ DESIGNED BY CHECKED BY R E V I S I O N S DRAWN BY DATE ,�•� � X23/-92 i _ 1 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. , j Lit a 4. ir•�I/tic !� IInch rings ./%till W ntinforcod with two NOMINAL DIMENSIONS-ROUNDSECTIONS -Manhole Promo gild Q (ntonhole and covsr,Plpl) p -p /it47t 3 round atec.l hoops i 6 inch and 8 inch rings sh,.11 be reinforced with four hoops, tied r:-, cover, Std. Plan 2 O of 472' I -a Mortor 1'r with No. 14 A.S. Jk W. gauge wire E oMF bars 03 -3 -OC ._- .167 r)r••rt under *dote 31 _ __.-_:-.-.-----.._._ •..: inches on conlere. --. i !.�•1-2 Aolortar > PLAN V1 MW I 6 tl •'• e,. v Sea R,nq esefan ;.. • . - 4 when possible use i' s . 4 • : r rings or •• �+ 't ' . t I I ' ; •• .376 ' . I I I.178 �' `Tie bets �� forD. jf dalwils u : ..: eq� valent ` f i I I 0,J c' • (5(j)1.043 SLC ION A- T /! FRONT ELEVATION s A NOTES 1.963 I. An alternate step may be used -subject to 24' Mox. 'e t, } :�•� i S�.li occ$pted with bent or cracked steps. .6► I Steps will be galvarrized after bending. bar= • 3-1• 0C �'' Std Concrete Rings 3', 6*or 16" in I ,� - "r- - i LOS ANGELES COUNTY 1 tet bora. 4r d. e = �:'.= r ....��r Ins e OATI .875 24' Darn. 4A rhklij it a s. _. ! 9jG R¢Ivistd • 2 Coils, 7mgd 1 •Nn;ri�i ::y3 , 24 inches ® .5-7-0 3.400 ;.,mid DROP STEP _ _ ,'S-3.0 , + - Io 4.303 1.270 • 3.6990. t ' .A of ;ai, ..�:; I • f_',;;II; I I - 4.430 �; - - u4 wit swops included in the nominal diameter of the ban Bor number Z in plain* mounds only. Bars numbered 9. IO and 11 1 r I ,(Y ' .. tw ' CROSS SECTION REINFORCED ' 1 1a OAT* 41 dLJ5_ No. •2-09rto ' • • enefOF I�erprecast ettone Ai IN e1'' ' 4- : M CONCRETE RING Cel �� *Mg[ZT I Or •:.. •' IL t • Ile a' 1 f. f LOS ANGELES COUNTY NOTES �- FLOOD CONTROL DISTRICT -I _ I SECTION M -M. Undistwbed totlh'' t r I 2 -ALL JOINT' shall be- filled with 1-2 mor -o• - - - - 36*' o. Dim - ---- REVISIONS for and neatly pointed or wiped •,n rneide �•' A' $N 6� este or sho rt ., • u S COLLAR c.f 1.2 rnorlor around cover frame 36 Speewl M H• R_CP **Wee. /w.e r and odetrs /Vo{• /?. w t's. SECTION Z - Z 'e• ,-Vorioble length precast -I�concrete Sections shall be orniffed in rock and oil streets ��I,'- or A riWlei/ .minas w`� and in paved streets. tu•..w" o..,.u. .r• .« i ew, A4 , t t u. , i r T^! /usr'd, 4 - -STEPS . �-7�V� 410-.0110"111119 NOTE 14 %A Arta storAord pip* end P P STEPS shall be J'inch round julvanix- !i ed steel T,, step shall be p ep placed direcfly t FFF itr itr,al�tu VERTICAL SECTION J -11-A5 // A►v1asd 5"X L" PIP4 aeon 'P L,enealh the manhole cover frame, OF PLAIN CONCRETE JfAI[ pAtl DWG, NO. 2 - 0112 Width of all steps shall be 14 inches be- ECCENTRIC MANHOLE SHAFT SUPERSEDES DRAWNG OF THE SAME NUMSER DATED MAY 1936 r NON( MAA ,IeK tween ley cantors. Except where shown otherwise, spacing of elope in shaft ' - $'jail kre 14' to 15"Din. bee on center- See StJ D�y i' D 96. - 6- ECCENTRIC MATJNOLE REFERENCES R[vISIONS LOS ANGELES shaft reducer," ' be COUNTY FLOOD CONTROL rings may plain concrete. VERTICAL SECTION For unrisinfurced section's, the minier,um MARK overt sxscwrrTiorr DISTRICT OF REINFORCED CONCRETE thickness shall be 6inches The concrete 2-D g6 0 P/4.98 A44.. /Veto CONCRETE RINGS, ECCENTRIC MANHOLE SHAFT used sholI tie of si.ch strength so os to 3 2- 0472 © 11-970 Added note and REDUCER AND PIPE Javelop 5500 N s I. or Iyivote- in 24 days• 'CUNTINUEU'i projection of steps FOR NOTES T The jxricost concrete morihr4 structures will be ® it )-'O 14 Addoi moo dim MANHOL S AFT m8. The surfocet of cones end $bolls shall be smooth and r eoll� finished Canes or shafts with imperfect molding o honeycomb inspected the Engineer 9•/ A/// f fC ryf lA/ok'7 A"Fic"o sr a aAt - We, and he will indicate occeptoncs f)yt, surfaces will not be occtpted marking inir structures with the Gistnct's stomp' L �•+'•r ►roi rR (for shipment to the job,) ------ --- -� - sco n v A �•--hdbn oA�[ rv6.2�010/ ASL Consulting Engineers `a R. E. 11543 "RECORD I DRAWINU" 6-19-90 It,Kirq WILLIAM �DEW EXP. EN GR CITY N0. DESCRIPTION APPR DATE APPR DATE SC/ DESIGNED BY CHECKED BY R E V I S I O N S DRAWN BY DATE ,�•� � X23/-92 i _ 1 APPROVED BY PASADENA (818) 792-3096 SANTA ANA (714) 250-5525 PALM SPRINGS (619) 320 - 4220 RANCHO CUCAMONGA (714) 989-8983 CAMARILLO (805) 388-2344 FILE NO. , j Lit a 4. 5 , WEIGHT POUNDS PER FOOT NOMINAL DIMENSIONS-ROUNDSECTIONS I NEW (NUMBEFW DIAMETER INCHES CROSS SECTIONAL. AREA-SQ.INCHES PERIMETER INCHES .. 1 I .a E oMF bars 03 -3 -OC ._- .167 you; es Ms' h*v fhe I .05 .786 33 ,S.lrucft�le,/ draw/�Of i PLAN V1 MW I 6 j1111111i . �4 "ORound IvIld Slee/ 947r Sfra Pt �IThn�^ t I I ' ger14' .376 A . I I I.178 �' `Tie bets �� 4 .668 . -:500 0,J 1.571 (5(j)1.043 SLC ION A- T L01 A. FRONT ELEVATION s A NOTES 1.963 I. An alternate step may be used -subject to the approval of the engineer. I All steps will be, firmly and rigidly sat and no Cones or shafts will be occ$pted with bent or cracked steps. .44 I Steps will be galvarrized after bending. bar= • 3-1• 0C Min RE"RCNCZS I ,� - "r- - i LOS ANGELES COUNTY a bws-- e •:` UA*IC OATI .875 'FLOOD CONTROL 015"1G? 2.749 A. � ! 9jG R¢Ivistd • STANDARD 3.142 []i ® .5-7-0 3.400 ;.,mid DROP STEP 3.544.: _ _ ,'S-3.0 , + - Io 4.303 1.270 • 3.6990. t ' .A 11-5-7C Added notes ' 1 4.430 The new bar numbers are based on the number of 6 inches included in the nominal diameter of the ban Bor number Z in plain* mounds only. Bars numbered 9. IO and 11 orae round bons and equivalent in wei htond nominal cross - sectional areo to the o/d type � ; �� ond 9cjuare bars LOS, ANGELES COUNTY oArE - JULY. 1932 IFl.00g CONTROL D18TR1dT m Revised I-19-71 2" -DI 71 �1 .. tw RrtiCOs*Ii1 t i C>K+ >r [MdINtRlI OAT* 41 dLJ5_ No. •2-09rto ' wt w « fN w *Mg[ZT I Or CONCRETE REINFORCING STEEL INSTITUTE STANDARD A6150 REINFORCING BARS BAR SIZES WEIGHT POUNDS PER FOOT NOMINAL DIMENSIONS-ROUNDSECTIONS OLD (INCHES) NEW (NUMBEFW DIAMETER INCHES CROSS SECTIONAL. AREA-SQ.INCHES PERIMETER INCHES .. 1 I .a E oMF bars 03 -3 -OC ._- .167 .250 .05 .786 33 6 36�� 6 39 Sfra Pt �IThn�^ t I I ' 03 .376 :375 . I I I.178 �' `Tie bets �� 4 .668 . -:500 '.20 1.571 (5(j)1.043 I t Ilo .625 .31 1.963 (g 6 1.502 .750 .44 2.356 bar= • 3-1• 0C Min r ,% I I J / I I ,� - "r- - i pipe shaft enter moin line rodiolly When inlet pipe enlets moin line oltw thou rodiolly, Elevolion "S" sholl be shown on project drowin9t, and inlet pipe $boll a bws-- e •:` 2.044 .875 .60 2.749 8 2.670 1.000 .79 3.142 []i 0 3.400 1.128 1.00. 3.544.: _ _ ,'S-3.0 , + - Io 4.303 1.270 i.27 3.6990. t ' I 15o313 1.410 1-956- 4.430 The new bar numbers are based on the number of 6 inches included in the nominal diameter of the ban Bor number Z in plain* mounds only. Bars numbered 9. IO and 11 orae round bons and equivalent in wei htond nominal cross - sectional areo to the o/d type � ; �� ond 9cjuare bars LOS, ANGELES COUNTY oArE - JULY. 1932 IFl.00g CONTROL D18TR1dT m Revised I-19-71 2" -DI 71 NOTES, ' 1 Junction Structure No 2 is Io be used when O.D. of 8 is greater Jhon '/[' the 1. 0. of 0, or 8 is greoier than 24 inches. 8 shall riot exceed % D. or 38 inches. - j' -- - - -- - - -- - `1 `�` �• NOTE: No more than one opining shall be mode in ant section of pipe. ♦e 2. Voluei of- A,8,C and Dote shown or• project drowings Elevotion R"and ElEvatron S ore shown when required per Note 12 1 of siructure A 3 Elevation S applies N In Ws wll of shuC%M f -- -.#- , I .� 4. 8rea►oul limits shell be determined as follows. 3" Min.- H t ` Upslreom Limit - At the Intersection of the outeld0 of the spur wall - I --- - - - - -% ;th +h TABLE OF VALUES FOR T 1 N T' Aor�d Edge •' 13' S" r Sw , `' '` Cst•crep Crodle,, .. 1 I .a E oMF bars 03 -3 -OC ._- 2.0210 , A 3 Mon. 6 - 33 6 36�� 6 39 Sfra Pt �IThn�^ t I I ' /0 -_154 119 ,0�0 noted. 10 Flow of strlrclure shell be stttl-Iroweltd to spring lint I 1 SHEET` II When Junction Structure No 2 is specified with r*inlwc*d monolithic arch. �' `Tie bets �� I, Reinforcing Steel �« Lew � 17' • 3-Ie"p �. Reintorcrrig steel shall be cut •$nd bent talo Junction Structure in the soma I t Ilo " , * 3-I. 0C monrtr as for pipe Concrete Cradle under rtinlarced monolilhlc orch Is Z l ' I _ .ti; .,e .• o,•. �' o •' 'r �; -G bers #4-6"OC. TABLE OF VALUES FOR T 0 T' 12R " 13' S" le Sw 21 S 24 s 2.0210 + ,,- 3 Mon. 6 - 33 6 36�� 6 39 - ' OF a morn line pipe wall Downstream Limil- 6 inches downstream of the intersection of the spur wall with the moin line pipe wall. The opening shall be rectangular, cul normal to pipe surfdcs and without damaging reinforcing steel If o joint in the moin line pipif- foils within the limits of the concrete Cradle, provide o COnCre+e entO$triltnl one fool obove the top of the moin line pipe to the limits QI the Cradle _ 5 The transverse reinforcement in pipe shall be Cul of center of opening and ,bent into lop and bottom slobs of spur. 6 The moin line pipe shall be cradled and encased in 1: 3: S comroN mil, eslending longitudinally 12 inch*$ beyond the timitt of breoittwl'(See Note 41; and tronsversely o distance of H on each slde 01 the Cenferline of pip*- H • ih 0. 0 of pipe ♦ 3 inches ihinimum. Cradle moy be omll+ed on tide opposite laterol inlet when consvucled in connection with existing storm drain. f o, T. f •T - =- [ABL E of vnlve3 fbr ford on this pan. i ' 1 �s to be ruuundad H - ` - - `- - 2'- CENTER Of MANHOLF •VIAFTsho/l be /OCatiedover centerline ofitoml R, j �I, ; / to 3' Radius r -- _-optoral ovfsbfa drain when diameter D, i3 48'or lees, m which coca place f. ba 3y�n 06, E bad t- �- ' i'' ASae of c�or>,cr'+ete metrrcoll oround 3 atY at 45aw/th centerline and o ntJ bam / 3- DrrAk A4; When depthofmonholefYamstret91t.A*t+topofbot a'; • 04, H bort i3 less than 2'•/0i thrpovedstreeto'X-6'larunploved street,constrixt = _ A�1 - - mox /,t i"r/ 3~0"'IOir'9 monolithic3hofYvsperPetailM.Stloftfo'ony depthoffwnholeIno ' , -I - 3 •4 J born 4 -/' u _ _ u be c on3tructedos per [Moll M. When diameter 0l Is 46 "cv' less,jA cbn er '300-C born J 13 %c ci nY sold l " of sho (Y moy be loco ted os per note Z. 4 - THICKNEM Of DECK atoll w� when necessary to pruvale lerel pipet, ' 3 a c • • ' - 16 "etc. to /Walde ea196 PLAN Yf Tse bar - - - -Lof manhole but stall not be less thov7 tdbulor rot fbf• fshown on this plan. i 1- �8 y Tie bar (Rings and cover not shown) 5 - Rf/NFORClN6 STEEL to be per 2.0171, 1-i cleor /Ictal fbceof concrete Yrret9rot* :.ConCrete r/ng3 unlle3s Shown otherwise . ' ` I I r f I Omit thea 3 Pep . ; 3'x 1' Ri sea t Mur mot) 6. 5T EPS shall be V reu1 d, lvunized stleel avx/ onchorled not less b-���- -�- In powd strteers - - for streets Il` 8 thon 6'inches in the **113 of structure. Unless otherwise 9ho►+-n ELAN � H bar �• ? _ t k jrIunpovc�d sirs i16' 15 the 3pocirg 3holl be /4"� /50. r^�77ae kar+eststaep3W11riotrbe. marts than (Shot't not Jiriown) 160fb- paved street3 .'• �, �!, .6 .-n; `_ - H bor 2'-6 "obove the invert. Tee Std Dwq 2-0 96 ' r 2 fbr Lnpowtdstrseb yorabJe 7- R1N6S,REDUCERANOPIPf forOCCe33 .shots3hhallbese+nWinmwfor+ " Street nhd/e ftnxa)d - �>r - 9v�• ower Plan Ab.2-DW 47? ® '' .. ; : `• - - E born and neatly poln ted or wiped insole the shaft, I• . „ S 000/1'stlee/ •: ,}--Ca rVfe ri sand �, tip' �'-�J bora 8- STATION of monho%sshow►-nan ailOpplyotcenterofsIx2rt stew . _ _ _ _ P9_ ng fie vo tuns ,st�Own o t s to tions ile t er fig pro7onr�ed irnertgrtzh lanes - • ' t , r' r rt dt"r, Pkat Jib. 2-01107 1 IPbund a Std. Dwq 1 - edges F • - 9- FLOOR of rnanholle sholl be steel - troweled Jo .springing line.- • ;. • - Minimum 2'-10 with I'OdJtrteets�• h to 3'R.. , ' /0- BODY of manhole shall be pourviod in one cold,nuot,is opembon, �, except thot0 coristft ct arI joint with Aongitcdlnol keywnyl'rloy Minimum 3'-6"with ° , V � be ploced of the sprygginngg line. 3k2'Ape S t- _ 2" unpavegd streets. a I/- LENOTH L ANO fMBfPVrkT P sholl hart the fallowing wlues j I r 4 �` -,See Note 3. � DETAIL M unless otherw;.ve shower on pion o , �.. _ E bons for Or -96'or less, 1. -5'-6", P•5' 'Tie Dor (See Note 3) 0I over 96', ( ' 6'0', P'8' g f e t' - 0' J bars L may be increased r e loco t y I of rr►onhole Jhf ftp 11- t ib R' Springing line ' - - Inlet elsmfion • I •, opplreJlof thi3 point e"' ir" % % . - '4, /6 tsc both my to be u3ed when L7t is SECTION A -A Worover. Rpe feat level r• I p l 12'•4 • 4• 1 p TABLEOF -'\ I } F ,' � F 7 Reinforcing stool shall be per 2 - 0 171, and ploced 1'/e Inches clear from loco of concrete, unless otherwise shown. ` 7" Ni 11orr11 Ed�e�' 1? _r ', 8 E F bort 2.0210 + ,,- 3 Mon. PLAN and holt be carne o o point not less then J distance from crnwline r 4a• I , --}- 9 Concrete strength shall be psi at 26 days *sctpl as othetwise, h -- -z��� t I I ' /0 -_154 119 ,0�0 noted. 10 Flow of strlrclure shell be stttl-Iroweltd to spring lint �. SHEET` II When Junction Structure No 2 is specified with r*inlwc*d monolithic arch. � I, Reinforcing Steel storm drain, -value 0 shall r*fer 00 the Clear span of the orch. 17' ;MAIN LINE STORM DRAINi I _ _ _. t Tie bars r R.0 Pipe or reinforced / Reintorcrrig steel shall be cut •$nd bent talo Junction Structure in the soma ~Olilhic orch I �..--- " , * 3-I. 0C monrtr as for pipe Concrete Cradle under rtinlarced monolilhlc orch Is _CITY - _ I -� - _ .ti; .,e .• o,•. �' o •' 'r not r �quifed n Am 12 Whee Elevation "W and Elevation "S"ore not shown on yrotecl drowings, inlet 17 t --Tie 1 -AC bar= • 3-1• 0C Min r ,% I I J / I I ,� - "r- - i pipe shaft enter moin line rodiolly When inlet pipe enlets moin line oltw thou rodiolly, Elevolion "S" sholl be shown on project drowin9t, and inlet pipe $boll a bws-- e •:` I'/' i Round cG ' be lord on o stror ht rode from Elevolion'S" to colch basin or rode -break D V i s e Sowing line I r f I'1E Dors Dort mi EO�et� 10 C-- ' , -- In line Elevaloon R"sholl be shown on project drawings only whirr► stub it to be in line for future s -A t _ _ ,'S-3.0 , + - provided moon construclion of inlet ipe P D. d the InlerMctiell lines T- ---1--- _T t ' i_.,F i R Stotlons aptcifiN on drawls* apply of center •e • ' e • 1:3;5 i € Lev 5 bar$ _iElev , t , ,� �, 05-3"OC Q-� of FneM MIs and Isteirok, *[opt tMt slsliern Por cokh basin conrmfar pipe apply of irlslde wall of ttruclun. o • Contrtlt-_ ` - _ ! �, _ - - •.' •' t e. e o : Ow 2-DI96 whpl A.C. Pipe is ®l4 Use Transition Structure No. 3, Sid. 1l. , • : j ; : • • . y'•'. used for mainline. LOS ANGELES COUNTY .': , • H FLOOD CONTROL DISTRICT _ 1 ' - I. 3:5 Concrelit SECTION M -M. Undistwbed totlh'' JUNCTIQN STRUCTURE NO. 2 REVISIONS A' $N rsss este Ottcti►Trent #%me . « tl.o. • 24249 **Wee. /w.e r and odetrs /Vo{• /?. SECTION Z - Z ��I,'- or A riWlei/ .minas w`� tu•..w" o..,.u. .r• .« i ew, A4 , t t u. , V. A. A. T^! /usr'd, �-7�V� 410-.0110"111119 NOTE 14 t FFF itr itr,al�tu wwrrq ~ J -11-A5 // A►v1asd Arh JfAI[ pAtl DWG, NO. 2 - 0112 ' SUPERSEDES DRAWNG OF THE SAME NUMSER DATED MAY 1936 r NON( MAA ,IeK tMe[r I OF I f o, T. f •T - =- [ABL E of vnlve3 fbr ford on this pan. i ' 1 �s to be ruuundad H - ` - - `- - 2'- CENTER Of MANHOLF •VIAFTsho/l be /OCatiedover centerline ofitoml R, j �I, ; / to 3' Radius r -- _-optoral ovfsbfa drain when diameter D, i3 48'or lees, m which coca place f. ba 3y�n 06, E bad t- �- ' i'' ASae of c�or>,cr'+ete metrrcoll oround 3 atY at 45aw/th centerline and o ntJ bam / 3- DrrAk A4; When depthofmonholefYamstret91t.A*t+topofbot a'; • 04, H bort i3 less than 2'•/0i thrpovedstreeto'X-6'larunploved street,constrixt = _ A�1 - - mox /,t i"r/ 3~0"'IOir'9 monolithic3hofYvsperPetailM.Stloftfo'ony depthoffwnholeIno ' , -I - 3 •4 J born 4 -/' u _ _ u be c on3tructedos per [Moll M. When diameter 0l Is 46 "cv' less,jA cbn er '300-C born J 13 %c ci nY sold l " of sho (Y moy be loco ted os per note Z. 4 - THICKNEM Of DECK atoll w� when necessary to pruvale lerel pipet, ' 3 a c • • ' - 16 "etc. to /Walde ea196 PLAN Yf Tse bar - - - -Lof manhole but stall not be less thov7 tdbulor rot fbf• fshown on this plan. i 1- �8 y Tie bar (Rings and cover not shown) 5 - Rf/NFORClN6 STEEL to be per 2.0171, 1-i cleor /Ictal fbceof concrete Yrret9rot* :.ConCrete r/ng3 unlle3s Shown otherwise . ' ` I I r f I Omit thea 3 Pep . ; 3'x 1' Ri sea t Mur mot) 6. 5T EPS shall be V reu1 d, lvunized stleel avx/ onchorled not less b-���- -�- In powd strteers - - for streets Il` 8 thon 6'inches in the **113 of structure. Unless otherwise 9ho►+-n ELAN � H bar �• ? _ t k jrIunpovc�d sirs i16' 15 the 3pocirg 3holl be /4"� /50. r^�77ae kar+eststaep3W11riotrbe. marts than (Shot't not Jiriown) 160fb- paved street3 .'• �, �!, .6 .-n; `_ - H bor 2'-6 "obove the invert. Tee Std Dwq 2-0 96 ' r 2 fbr Lnpowtdstrseb yorabJe 7- R1N6S,REDUCERANOPIPf forOCCe33 .shots3hhallbese+nWinmwfor+ " Street nhd/e ftnxa)d - �>r - 9v�• ower Plan Ab.2-DW 47? ® '' .. ; : `• - - E born and neatly poln ted or wiped insole the shaft, I• . „ S 000/1'stlee/ •: ,}--Ca rVfe ri sand �, tip' �'-�J bora 8- STATION of monho%sshow►-nan ailOpplyotcenterofsIx2rt stew . _ _ _ _ P9_ ng fie vo tuns ,st�Own o t s to tions ile t er fig pro7onr�ed irnertgrtzh lanes - • ' t , r' r rt dt"r, Pkat Jib. 2-01107 1 IPbund a Std. Dwq 1 - edges F • - 9- FLOOR of rnanholle sholl be steel - troweled Jo .springing line.- • ;. • - Minimum 2'-10 with I'OdJtrteets�• h to 3'R.. , ' /0- BODY of manhole shall be pourviod in one cold,nuot,is opembon, �, except thot0 coristft ct arI joint with Aongitcdlnol keywnyl'rloy Minimum 3'-6"with ° , V � be ploced of the sprygginngg line. 3k2'Ape S t- _ 2" unpavegd streets. a I/- LENOTH L ANO fMBfPVrkT P sholl hart the fallowing wlues j I r 4 �` -,See Note 3. � DETAIL M unless otherw;.ve shower on pion o , �.. _ E bons for Or -96'or less, 1. -5'-6", P•5' 'Tie Dor (See Note 3) 0I over 96', ( ' 6'0', P'8' g f e t' - 0' J bars L may be increased r e loco t y I of rr►onhole Jhf ftp 11- t ib R' Springing line ' - - Inlet elsmfion • I •, opplreJlof thi3 point e"' ir" % % . - '4, /6 tsc both my to be u3ed when L7t is SECTION A -A Worover. Rpe feat level r• I p l 12'•4 • 4• 1 p TABLEOF VALUES F'OR ' f " } F D F ' 7" MANHOLE NO. 2 1? DETAILS ', i 2.0210 41' 11-54 Added note 14 4a• , --}- 51,'- ® 2, /0 -_154 119 Added note Step Spocinq �. SHEET` 114• � MGT 1 17' 1 - 41, Ar v r ': 0�2� 17' _CITY - ,-2.( 6 .9 ' 17 ' _L _ �- - • Via. mea p/pe ends When L greoter than ttol.shown otxwe i33pecified, 0 bore sl>riJl L>a continued 6'oc /2- D BARS 3ho// be 04 fbr 0r A39"o' /e33, 05 1b 0t' 42" tq 84 "inclu,51 e and 16 for Dt - 90'or over Tie bars stall be "3 bora 13- fC ',3000 P J.! of 28 c*yi . , Q/4 - Centerline of 1,,Ae11mbe to intersect io3ide face of corse otsorinyirjy ' line unless otherwise shown 0 /5 Where Pressure M•onhole Alb. 2is sp4c/tied ai O/oi see Sid Dwq 2-D2/0 note J. SUPERSEDES DWG. NO. 2-DI03 REFERENCES wAws ,nATREVISIO`t31'TioM LOPS ANGELES COUNTY, 2.0107 FLOOD CONTROL DISTRICT' 2-0171 8.53 R�visad • i sem. tri S It. • /.�r� .. •. � Tn•r NtT-� 1 DRAWN BY } S O U TH R I D G E - o a•,fJ C d1*017 MANHOLE NO. 2 DETAILS ', i 2.0210 0 11-54 Added note PLAN, SECTION AND , + - , --}- C, 2 -0960's 2.-096"' 2 D 47? ® 2, /0 -_154 119 Added note Step Spocinq - DETAIL . SHEET` _ ` MGT -1-74 A/. f r /. 1 - 41, Ar v r ': • i sem. tri S It. • /.�r� .. •. � Tn•r NtT-� 1 EXP. /2-3/-90 CITY OF FON.TANA ,CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY } S O U TH R I D G E VILLAGE SCALE i DETAILS kc i L./4. C.FC•D. { EXP. /2-3/-90 CITY OF FON.TANA ,CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY S O U TH R I D G E VILLAGE SCALE DESIGNED BY DETAILS DATE L./4. C.FC•D. CHECKED BY a%9;0 DR. N0. SHEET` MGT APPROVED-�� ENGINEER R.C.E, (W� 0�2� _CITY - ,-2.( 6 .9 - �- - • Via.