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Home My WebLink About2194B-6Alns'tl rrlls abaft be rainforcesi want two ® l rnnund steel hoe"; • Inch and d inch rin� t i a� ccove�"" t -s is Idt s shall be rein(orcerd with four haore, iie�- • with No. 14 A.S. h W. gouge wire I -s ~*W�_--- _- 4licitas on centers. j-- 4 erttert pesleibto uta - fSee utr1� cation :._ 4 - 2r rings or a .i •.f for J.. 1 d oc m *4 All I ti -----u ----• :.moi.t 1M �S. 4regtl. ,- ,.' , _, �Inside Giant - 6 u inches 2 cauls, 7"d• s b ," .. • •'• 3- - DI ••1 1►-- l- Ell I 1 a �. 4-' �� • N • I •�, Nom. io c s cT a 14 C - r; O�iNFORT !f +, - I CONCRETE RING r I Ile z i ' NOTES ,. 2 -ALL JOINTS shall be filled with I-2 mor- _ j ter sand neatly Pointed or wi lil "IMP, inside or shaft r: V 3 -COLLAR of 1-2 rvww war- or+w%~ cowl f.+awwa rt 30 M H. R -CP shall bre ornitfed to rock and oil sttreet& alnd In wed str o0s. • 4- • • 5 - '.ST E P S shell be I inch rwrwl 3ea1 wart i:- �� *4 Skn&"- P'Pt Ortel lei ed steel. Top step shall be plaosd d Paxil 5"Y L• �, met•• lrereath *'W Manhole Cover frcil Wiel of all st*" shall Ilt 14 ~hoe be- r s- tween ley Centers. Except vvhere sitaarw i•-- otherwise, s"clnq of steps in shaft s:,a i 1 be 14' to 15"Q i n c has sty csln ter Sat 5 td DD 96. 6- ECCENTPIC XHOLE shaft ,re&eow will rims may be plain cancrtts. VERTICAL SECTION For vnrR►nforced sections, the minirnum 2-D 94 OF REINFORCED C0M:RET11L thickness shall be Ginchiss The concrol ECCENTRIC MANHOLE SHAT used shall be of such Orer•19th so ns to develop 3500 P s i or ginall In 28 d( Ys. MUTES 'CONTINUED' A& The surfaces of cones end shafts shotl be sit+ooll ud reetIA �- The pry cehe E anewwAsiY str(iauros lint M finished Cones er shafts with imperfect molding or honeycow* inspected oy the ErpWIN to ahs yob-�ils� and he nate indicate OCcep/ance surfsees ante net ctur be accepted marking the structures with tete Dist.icls sisinil ;for shipment to the jab,) Ar A4 r4 i TOP PLAN Of COVER HEIGHT 17S Leta IF-----TTTTT1 • !. . + _j ilk. -y SECT*% A-4 is �►• , �t lam- ! - le -1• -Manhole frame aid •: cover. Std. Plan 10 tel A fl lZ h6wOw e. r the/ f"Ortcrett R AEi , 3", `"ePK• Ht �. • Thicket s s . :X - - VERTICAL SECTION OF PLAIN CONCRETE ECCENTRIC IriANHOLE !I'ii1fT I:rqII41 deriet" ler " Pr'a0ebe st - _. 6"$iowo I . IMF M 8 TO ASTM A4e. CLAS It. Atte PORTS 1111th AO MTM PAIOT [KEPT IN locus a *Akicts. t. Vault!► Cwt ft" t > s tit NEtNt N Ut PM AIR • TO tunes OF nit WIRE. 1. TIE WO&I .MAR me cam a ttw! m R nt i1RtA fit♦ TO IwIPMW. ACCK"ARE CALL t IGNOTS to IMUIS Mint TMII tISTIll sttILtL. A. CORS OILL e M Lt"n Y fR 111101111111 EMM. S. Ceutin fol WAN LES LOCAT'Y It tA1 PO n. Autrs PUMM AS MU ,intra tIMPT PM" Stoats Ste1LL t aiii its W?N Allo SET SCREV LeC[li KVICEs. M COWrNKM SfML WILL AM TAP TO MUS TO A KPTN OF t INER AT * KGKES TO PIC[ IMI AEI! 1STALL tA411-ye-Intl ANet fMet IV fI it. crm im o nitEtt. Tisvn Alt PME weil/s Ill nt aw6m Am COOPEMTIVE COMITTEE SOUTMEN CALIFOMNh CIN►Tte. Ii 1. THE wEIENT OF THE COVER SHALL NOT VA Rt RIM ?"A*L,FIVE PER CENT fl" THAT GIVEN H[OtCO 1. area .�� •,• o . � li1.fS[tP dl/ APp111► ' i a1MH r IAwA ttwM It ' I MIw11m/slow" ofmew DETAIL Of LETTER �1..,,,;+�1-+ole • 949 i -'�-- iloill -� r KCTION Of Mm WEIGHT M; • .•-. w REVISIONS �• " •. 4 ,+ YAM save Mae wIPwDM -- a --�-_• Aatil[[►rIMl. 1-- ;-� i _.� 1AM•AiC fit DETAIL Of FRA!% MANHOLE No, 3 (THREE DETAILS ABOVE) 0W&. NO 2-0151 LOS ANGELES COUNT. FLO 30 COrrTROL DISTRICT STANDARD 24 -INCH MANHIME FRAME AND COVER .......... s-�i-•� VMO. MO. 2- 0 Nordlwi_419194�4 os as 1 t TT 1 w, REVISIONS C"timmd'i ® ze Ona) _%pacirvq of steel as siiawtn thjl plait for arch section, using 2- •'S bars." gtePA'we frs+++e end Ower. ►1.n 2-D NI' �� :'rreet gr+aele cern Plan, ewcepl that S bar • r) MARK DATE DESCRIPTION 47L - -r-- S e,sc1) s,ac or short Stroll Far riot snip N- er than 05 born, 4-0.0 or o"o ve I•n1. m II- S-7fJ Ste O Spqciflq as• boa sectiairl too l eft 7- RZIMP"0RC11�N STEEL. to its per ''0-171 . os s ® 1-1-74 MN f0C FO __11JJ 0- STC i.7M.l be to roundgslvatilzed steel csnehor�ej A� _ • ? - "S bars -M tt s'K Is rips not less than C in walls .1r structure and unless u►hat-- wise 1 I be _ =-1�-- �__ _, -- - - s' long, ♦ o c } �. ,' -- ' ,shown she spatted 14" to 15" 0. C. The, •�� - oras ► �- - - - Atbe lowest step shall be neat more than 2 feet above the I•!OItP• I� nw..d O "rodnsD d -- ^- tO , �_ �- - .p - , Q� _ side wells t (fillet under staff- round 9a l voni zed •, Pe I4 -TO steel 3g: Reinrorcanlent and ow -ch 6erai '. .7s indicated on ® REP•EntHcm NOTE S LOS ANGELES COUNTY FLOOD CONTROL DISTRICT ,.= ACCCOO 1i11+>•1A" See 2-D107. wet - - 15-0.0 ;: Inns > A� 2- DCPTN iA : When depth P fan► stnset gr..de to fey of pipe • (3im"'T not ,ahlolw►) Ai'1�1►• /w0d3trerls • ; ' _ • , seat is leas than 2' -tor in paved streets or 3'-tL' In unloved 2'-6 -above title intrter•t. dee S!(1 OwQ 2-0 96 PL � streets, construct 2 ft diameter 3hoft, using Co w -rete rl•v - �* SIN n) (sl�oPLnoAi (sa7af ) as par PLAN No 2-DIO-7, r+therwite construct 3 R shaft as t 5 bars 7' tongq , 4' 0.c . of sass shown. for traftsw r3estoll. but net sn•elfer -shown on this plan. L . than S bars. O 7: d �- OPTIONAL. CONSTR1,/GT1pN -- Dtw+enslon from oute,elt ate *ov-* eoP •2- D210 warp fi,ese baro under bears ttiat hove 'a ► Morrn drain to top of pqm seat, shoot IS inches on this pieta, may Revised be ea) cut far shaft gp*ru n s•: . • . j' • -`� � • • , �• be Inu'aQseai, fhs• .►) so .ioirtiii; P s )u.l t)(.f 1•t• t :..' r:i +.-) -sy MANHOLE ® 'hon _'- Of fear paveat s'► cert+ 0, 14' 6' tea' %xg,ovea af,naeh , erl 001 fs �-3' t-.'• r't4kkAl•• * %Oil be used. DETAIL SCCTION ^-A A-liNRI!rINFOItCCD ARCH: When specified with unreinforceir erMl- Alns'tl rrlls abaft be rainforcesi want two ® l rnnund steel hoe"; • Inch and d inch rin� t i a� ccove�"" t -s is Idt s shall be rein(orcerd with four haore, iie�- • with No. 14 A.S. h W. gouge wire I -s ~*W�_--- _- 4licitas on centers. j-- 4 erttert pesleibto uta - fSee utr1� cation :._ 4 - 2r rings or a .i •.f for J.. 1 d oc m *4 All I ti -----u ----• :.moi.t 1M �S. 4regtl. ,- ,.' , _, �Inside Giant - 6 u inches 2 cauls, 7"d• s b ," .. • •'• 3- - DI ••1 1►-- l- Ell I 1 a �. 4-' �� • N • I •�, Nom. io c s cT a 14 C - r; O�iNFORT !f +, - I CONCRETE RING r I Ile z i ' NOTES ,. 2 -ALL JOINTS shall be filled with I-2 mor- _ j ter sand neatly Pointed or wi lil "IMP, inside or shaft r: V 3 -COLLAR of 1-2 rvww war- or+w%~ cowl f.+awwa rt 30 M H. R -CP shall bre ornitfed to rock and oil sttreet& alnd In wed str o0s. • 4- • • 5 - '.ST E P S shell be I inch rwrwl 3ea1 wart i:- �� *4 Skn&"- P'Pt Ortel lei ed steel. Top step shall be plaosd d Paxil 5"Y L• �, met•• lrereath *'W Manhole Cover frcil Wiel of all st*" shall Ilt 14 ~hoe be- r s- tween ley Centers. Except vvhere sitaarw i•-- otherwise, s"clnq of steps in shaft s:,a i 1 be 14' to 15"Q i n c has sty csln ter Sat 5 td DD 96. 6- ECCENTPIC XHOLE shaft ,re&eow will rims may be plain cancrtts. VERTICAL SECTION For vnrR►nforced sections, the minirnum 2-D 94 OF REINFORCED C0M:RET11L thickness shall be Ginchiss The concrol ECCENTRIC MANHOLE SHAT used shall be of such Orer•19th so ns to develop 3500 P s i or ginall In 28 d( Ys. MUTES 'CONTINUED' A& The surfaces of cones end shafts shotl be sit+ooll ud reetIA �- The pry cehe E anewwAsiY str(iauros lint M finished Cones er shafts with imperfect molding or honeycow* inspected oy the ErpWIN to ahs yob-�ils� and he nate indicate OCcep/ance surfsees ante net ctur be accepted marking the structures with tete Dist.icls sisinil ;for shipment to the jab,) Ar A4 r4 i TOP PLAN Of COVER HEIGHT 17S Leta IF-----TTTTT1 • !. . + _j ilk. -y SECT*% A-4 is �►• , �t lam- ! - le -1• -Manhole frame aid •: cover. Std. Plan 10 tel A fl lZ h6wOw e. r the/ f"Ortcrett R AEi , 3", `"ePK• Ht �. • Thicket s s . :X - - VERTICAL SECTION OF PLAIN CONCRETE ECCENTRIC IriANHOLE !I'ii1fT I:rqII41 deriet" ler " Pr'a0ebe st - _. 6"$iowo I . IMF M 8 TO ASTM A4e. CLAS It. Atte PORTS 1111th AO MTM PAIOT [KEPT IN locus a *Akicts. t. Vault!► Cwt ft" t > s tit NEtNt N Ut PM AIR • TO tunes OF nit WIRE. 1. TIE WO&I .MAR me cam a ttw! m R nt i1RtA fit♦ TO IwIPMW. ACCK"ARE CALL t IGNOTS to IMUIS Mint TMII tISTIll sttILtL. A. CORS OILL e M Lt"n Y fR 111101111111 EMM. S. Ceutin fol WAN LES LOCAT'Y It tA1 PO n. Autrs PUMM AS MU ,intra tIMPT PM" Stoats Ste1LL t aiii its W?N Allo SET SCREV LeC[li KVICEs. M COWrNKM SfML WILL AM TAP TO MUS TO A KPTN OF t INER AT * KGKES TO PIC[ IMI AEI! 1STALL tA411-ye-Intl ANet fMet IV fI it. crm im o nitEtt. Tisvn Alt PME weil/s Ill nt aw6m Am COOPEMTIVE COMITTEE SOUTMEN CALIFOMNh CIN►Tte. Ii 1. THE wEIENT OF THE COVER SHALL NOT VA Rt RIM ?"A*L,FIVE PER CENT fl" THAT GIVEN H[OtCO 1. area .�� •,• o . � li1.fS[tP dl/ APp111► ' i a1MH r IAwA ttwM It ' I MIw11m/slow" ofmew DETAIL Of LETTER �1..,,,;+�1-+ole • 949 i -'�-- iloill -� r KCTION Of Mm WEIGHT M; • .•-. w REVISIONS �• " •. 4 ,+ YAM save Mae wIPwDM -- a --�-_• Aatil[[►rIMl. 1-- ;-� i _.� 1AM•AiC fit DETAIL Of FRA!% MANHOLE No, 3 (THREE DETAILS ABOVE) 0W&. NO 2-0151 LOS ANGELES COUNT. FLO 30 COrrTROL DISTRICT STANDARD 24 -INCH MANHIME FRAME AND COVER .......... s-�i-•� VMO. MO. 2- 0 Nordlwi_419194�4 os as 1 t TT 1 w, trete arch storm drain, constr(tct ►ncinhola as shawl on ® 1 -•tel t �� 1 A I thjl plait for arch section, using 2- •'S bars." gtePA'we frs+++e end Ower. ►1.n 2-D NI' �� :'rreet gr+aele I - MBr f of wlues fbr7r'mv on this plan. 2 - CENTER Of MANtll SNAfT 3ho/l be Awaf>//dlrtr• cyP►f ir'kle afstlbr+Pr !- �TATIpNs shown on p6n rot Or t® eentsr Ione epi t>►�S�t 47L - -r-- greet Esc R 6- moo Ion Cpereto rings_ of K Or 111114 as• boa sectiairl too l eft 7- RZIMP"0RC11�N STEEL. to its per ''0-171 . os and reduc plan n 2-DI07 �' __11JJ 0- STC i.7M.l be to roundgslvatilzed steel csnehor�ej e 4 -M tt s'K Is rips not less than C in walls .1r structure and unless u►hat-- wise 1 I be MW �. ,' -- ' ,shown she spatted 14" to 15" 0. C. The, a Ae33 than r- p ttan' porleld3t►ret o►• 3'-6- ter unyvorOd 3rr�e�tc�o1►p1rx1 Atbe lowest step shall be neat more than 2 feet above the I•!OItP• lriE{PIpC ,eclt nw..d O "rodnsD cut bars, inferf6rin9 09.G = 3000 Psi at 28 days -"See F*d. L'wg 2-D96 with construction d • - , tO , :J'writ and bond dont e'er ventre P; ascots MDnhde No.3 is specified on pons she SN. Dy110 2-0210 Rah! • -. ' ' • Q� _ side wells t (fillet under staff- round 9a l voni zed •, Pe I4 -TO steel 3g: Reinrorcanlent and ow -ch 6erai '. .7s indicated on ® REP•EntHcm REVISIONS; LOS ANGELES COUNTY FLOOD CONTROL DISTRICT 2- D 141 wet =K, 15-0.0 ;: Inns > far 3t l5r• MAr 2- D 101 (3im"'T not ,ahlolw►) Ai'1�1►• /w0d3trerls • ; ' _ • , - ,•- _ H 2'-6 -above title intrter•t. dee S!(1 OwQ 2-0 96 See Std. Dw9.2-D96 ' : •..:.. • .. ' - �* • 2- D 171 7- R1AiG5, RfXAX#AND PMM 1br acre33 3hofr .~b/ a�la/bdrrmlor trlr- t Rttr s "'�` MANHOLE NO.3 SErCTION B-8 3 - - - - - - - -. '. tA• , . •' � rwLcor, Phn Ab 2 OAD1 ; •2- D210 a -S2 1=5a Revised PLAN, SECTI" AIS b 3 R MANHOLE ® 2 - D% 2- ?l fs -17-Sex Added fileow DETAIL MAN HOLE FOR Oy4 . ' .les • • 8-53 w -5,),u Revi3ad cn.0,7 edalar A,..w.e e,--1 FOR A"C" SECT10N1 STORM DRAiM Phan fblr Dr -a6'or Atlas, i. •5'�', 0-56 • 'v 4w, Ab0 .:Mr - - •-, DOif SECTION STORM J Dar! L nloy be rwfm3ed or /oco tion of rrwAvAr 3h/ ffled to meet Alpe enl*. CO" F - - IM 0~ where E1eirowe S N :hewn M prat dreviiwOe. OAT[ , 1-6- 39 2 I o Alns'tl rrlls abaft be rainforcesi want two ® l rnnund steel hoe"; • Inch and d inch rin� t i a� ccove�"" t -s is Idt s shall be rein(orcerd with four haore, iie�- • with No. 14 A.S. h W. gouge wire I -s ~*W�_--- _- 4licitas on centers. j-- 4 erttert pesleibto uta - fSee utr1� cation :._ 4 - 2r rings or a .i •.f for J.. 1 d oc m *4 All I ti -----u ----• :.moi.t 1M �S. 4regtl. ,- ,.' , _, �Inside Giant - 6 u inches 2 cauls, 7"d• s b ," .. • •'• 3- - DI ••1 1►-- l- Ell I 1 a �. 4-' �� • N • I •�, Nom. io c s cT a 14 C - r; O�iNFORT !f +, - I CONCRETE RING r I Ile z i ' NOTES ,. 2 -ALL JOINTS shall be filled with I-2 mor- _ j ter sand neatly Pointed or wi lil "IMP, inside or shaft r: V 3 -COLLAR of 1-2 rvww war- or+w%~ cowl f.+awwa rt 30 M H. R -CP shall bre ornitfed to rock and oil sttreet& alnd In wed str o0s. • 4- • • 5 - '.ST E P S shell be I inch rwrwl 3ea1 wart i:- �� *4 Skn&"- P'Pt Ortel lei ed steel. Top step shall be plaosd d Paxil 5"Y L• �, met•• lrereath *'W Manhole Cover frcil Wiel of all st*" shall Ilt 14 ~hoe be- r s- tween ley Centers. Except vvhere sitaarw i•-- otherwise, s"clnq of steps in shaft s:,a i 1 be 14' to 15"Q i n c has sty csln ter Sat 5 td DD 96. 6- ECCENTPIC XHOLE shaft ,re&eow will rims may be plain cancrtts. VERTICAL SECTION For vnrR►nforced sections, the minirnum 2-D 94 OF REINFORCED C0M:RET11L thickness shall be Ginchiss The concrol ECCENTRIC MANHOLE SHAT used shall be of such Orer•19th so ns to develop 3500 P s i or ginall In 28 d( Ys. MUTES 'CONTINUED' A& The surfaces of cones end shafts shotl be sit+ooll ud reetIA �- The pry cehe E anewwAsiY str(iauros lint M finished Cones er shafts with imperfect molding or honeycow* inspected oy the ErpWIN to ahs yob-�ils� and he nate indicate OCcep/ance surfsees ante net ctur be accepted marking the structures with tete Dist.icls sisinil ;for shipment to the jab,) Ar A4 r4 i TOP PLAN Of COVER HEIGHT 17S Leta IF-----TTTTT1 • !. . + _j ilk. -y SECT*% A-4 is �►• , �t lam- ! - le -1• -Manhole frame aid •: cover. Std. Plan 10 tel A fl lZ h6wOw e. r the/ f"Ortcrett R AEi , 3", `"ePK• Ht �. • Thicket s s . :X - - VERTICAL SECTION OF PLAIN CONCRETE ECCENTRIC IriANHOLE !I'ii1fT I:rqII41 deriet" ler " Pr'a0ebe st - _. 6"$iowo I . IMF M 8 TO ASTM A4e. CLAS It. Atte PORTS 1111th AO MTM PAIOT [KEPT IN locus a *Akicts. t. Vault!► Cwt ft" t > s tit NEtNt N Ut PM AIR • TO tunes OF nit WIRE. 1. TIE WO&I .MAR me cam a ttw! m R nt i1RtA fit♦ TO IwIPMW. ACCK"ARE CALL t IGNOTS to IMUIS Mint TMII tISTIll sttILtL. A. CORS OILL e M Lt"n Y fR 111101111111 EMM. S. Ceutin fol WAN LES LOCAT'Y It tA1 PO n. Autrs PUMM AS MU ,intra tIMPT PM" Stoats Ste1LL t aiii its W?N Allo SET SCREV LeC[li KVICEs. M COWrNKM SfML WILL AM TAP TO MUS TO A KPTN OF t INER AT * KGKES TO PIC[ IMI AEI! 1STALL tA411-ye-Intl ANet fMet IV fI it. crm im o nitEtt. Tisvn Alt PME weil/s Ill nt aw6m Am COOPEMTIVE COMITTEE SOUTMEN CALIFOMNh CIN►Tte. Ii 1. THE wEIENT OF THE COVER SHALL NOT VA Rt RIM ?"A*L,FIVE PER CENT fl" THAT GIVEN H[OtCO 1. area .�� •,• o . � li1.fS[tP dl/ APp111► ' i a1MH r IAwA ttwM It ' I MIw11m/slow" ofmew DETAIL Of LETTER �1..,,,;+�1-+ole • 949 i -'�-- iloill -� r KCTION Of Mm WEIGHT M; • .•-. w REVISIONS �• " •. 4 ,+ YAM save Mae wIPwDM -- a --�-_• Aatil[[►rIMl. 1-- ;-� i _.� 1AM•AiC fit DETAIL Of FRA!% MANHOLE No, 3 (THREE DETAILS ABOVE) 0W&. NO 2-0151 LOS ANGELES COUNT. FLO 30 COrrTROL DISTRICT STANDARD 24 -INCH MANHIME FRAME AND COVER .......... s-�i-•� VMO. MO. 2- 0 Nordlwi_419194�4 os as 1 a_f_ - • . - - Ankt e,Astvtgn • I •I � opplliad►tMt1l�M%1► �""'• +� "t`Y .- •A, /a be bothto be used IhM ffe io .%MT QN A -A 60"orowr. . , - Ape 3nfst AIis�/ E bar-- •, N - MP Jr - - a t TT 1 w, T NOTES 1 -•tel t �� 1 A I F 6-t - -- - - fi 1 ' -Uqft to be rttElP1" r• _ _ �-� -� 1 I - MBr f of wlues fbr7r'mv on this plan. 2 - CENTER Of MANtll SNAfT 3ho/l be Awaf>//dlrtr• cyP►f ir'kle afstlbr+Pr ' • I 1 � • b 3 i 1W ' 0 1 w e o4�olv1 whlerf dAa wfor A t3 I a'or Ae". #7 **x* cram pb m f aux•, J�I►It- '16 fbars 'T D.11 i ►'•4 ft= of �m~ metrecollyorourrd 3hafr of A5•with cenlsr/rne oW oirn/tJ blvr'3. J- QfTA/L A�/ When depthofm�otnhoA!• hbn►3trti+et 1b o/Am �•- MW 1;J M o a Ae33 than r- p ttan' porleld3t►ret o►• 3'-6- ter unyvorOd 3rr�e�tc�o1►p1rx1 Atbe lfapJR/3•t i� 'sex' c«nped sew to \ 3•-O'Abn monolithic3hafYo3perAefadAf-5hofYforonyydlepthofnzwWIok �y c�on3tr xtedo3 per Detail M. When dll�aehr Q 13 J'o'sh Ana �mefA r'r-I- 1 i- 3-•t.l bb►•3 I b►A� ratetiitie doittit* ,' 06" re C - - - / - 3'bc cvnY aisles blanc 1 6 -0c. to 1I1* edge PLAN of3hofY mW be bwtildw per not t i 7HICXlY1<3S Of DECK -Voll ill when► nece3slolr y to pruride letW piing 7b aur -'�- Willi_1 i , -46 ,, 1 ' •;- (Qmr "cobalt f0f Nwon) dut3hollnotbek33 th n tabul rw1l forf3/�aOnon#wp/on 5 RF1Wr61PCW .5TffL to ata per 2-D/7l, / � afar ffeam fbwof cjorxyrft I + 0 3trwyrtaob - C&Xrete r►ngs 1 i A'm>' Itis 314rp •3•x l' R 3ev tXhlr �- unle33 shown otherw/3e 6- STEPS shall be -4 rt7und. p7lien+sr/ ~end dpw hrr►�/esI AMI �f-•••- - - - - �'f • a► paved 3trvell n bar - -?_ - - - - - _ r far 3t l5r• MAr than 6•mxt*s rn the »v//3 of 3tructury UhAem offs 'r wr3e a/IlowetPLAN n►>Ae anocirg shod/ be 14"% /5o cA7hlt IbPsest,lp31hrr1►fte/1lt nllrle 11h1t (3im"'T not ,ahlolw►) Ai'1�1►• /w0d3trerls • ; ' _ • , - ,•- _ H 2'-6 -above title intrter•t. dee S!(1 OwQ 2-0 96 r - AbrhoAr flrRitend r� w�� v - �* . _ vex, '..�..�: 7- R1AiG5, RfXAX#AND PMM 1br acre33 3hofr .~b/ a�la/bdrrmlor trlr- �nMtt9redP �� o��er�.QNonllb 2-Dlrl► 47t .. -- Co►Ienef� twigs s*d ►- i .• - �• ti'A41EAr11! ' . '- - f b�DI'! J b" and n a fit pprnfed or wiped i/f3ide the 3hort. a STAT/ANS of mcnhoAe3 Shown an no�go/-y otcw A&-of'3fx* fie lll7tkyu -Vx)wn 0t3tbti0113 r1C er' to pro7orx�'edr�rertyrta#/nlrs 3 - - - - - - - -. '. tA• , . •' � rwLcor, Phn Ab 2 OAD1 ; f _ 3 _ 9 FL 01Ot? of naonhoAe she// be Steel - troweled t+� sprinyway line. ..f t SA/ Otey t-px � _ � _ ►--Mfr►wr1ENr1 t'-Ib� tta�M I11 b 3 R A7- BODY of mvnhoAe shot/ be urod In one carifirklol/3 tom. P'o �n e powd3tr,Eieh a Cos" •C' "fetor-.` except tfwta cor»tructg►IJolnt witho AonlgitudOW Ateyt�oymoy t. In M ase state Ihe sulsidt disnoetr N Me into4 pipe es- mff*rxon 3'-6'wrYMM Oy4 . ' be /ocedof the 3pr/ ! li e. -LNG swo"�' 2_ unposed str�eltl. - 3w Mohs 3. It TM L AND fMBf f r P Shall tore the1b * wmy wmas unAr33 ottyerwi3e 31t r1 ort . • _ •' ,• :_ -- E b DETAIL M Phan fblr Dr -a6'or Atlas, i. •5'�', 0-56 • ' • liburld '•. ' Tie blaft (Solt Note 3) O= oM+r 96, [ •6'O', Ara' J Dar! L nloy be rwfm3ed or /oco tion of rrwAvAr 3h/ ffled to meet Alpe enl*. a_f_ - • . - - Ankt e,Astvtgn • I •I � opplliad►tMt1l�M%1► �""'• +� "t`Y .- •A, /a be bothto be used IhM ffe io .%MT QN A -A 60"orowr. . , - Ape 3nfst AIis�/ E bar-- •, N - MP Jr - - a When L greeter tihm #W &Joe is*wrfad.0 6vity slillol/I AW continued 6 •ol c lt- D BARS Yv# be 04 for Dr -330or im, 03 fb• Pg • 4t' to 84 eincheft and •6 t'br De-30'arovor Tit bars lItrM be *3 bots C- fr - 3000 pai of 2e aby3 DAt - Conther•/Arise our aiAlt fAlpe f0 An*ryell: t ilnsliais ftV of al71 of*41srWWT line unless otherwim Shown 0 /S what Pressure ft.2 is spunk!/rhe erg p/ma se0 Sfd Owl t -0200 "OAf 3• SUPERSEDES DWG.NO. 2-DI03 REFERENCES REVISIONS LOS ANGELES COUNT 2-DADr me" sore sascaa..Isw FLOOp CONTROL DISTR! E-0/7/ & a -ss AW13ed MANHOLE N0.2 d, ''•r - 0 21W/0 0 0-54 AddM nwift PLAN. SECTION APN .? -D96 • • AO :54 Added lade IDE TA I L 4- ' - t.� t 0 �7t lit Step Spolei/y 462 1 `�----- -• Grwait •1-74 ,lite FOC ref c r • •a SEGT ION B- auswi .. .-�� Pia. T I 94 MANHOLE No. 2 Aaawh.b !rear, oconw,® NOTES goof drM1 StI !'Arw AV. 2-0400- 47f -Olaff7t / (9iLLE' Awr A,AC, C4 ZL £*«+fair. R,.ate CIONDba,r s aero 0 40 a o, the PAw- ♦ TABLE aV' w/aye ~ -iroW T hetwr. Ca . reorPJD Nap d ta AIV I -I / rows« Illi iA9•craw/ «ase• 2 - LA r4_Rr4L.S /h' /iltitPAr enter seb r► sfA dabr sfnwrA«il occsss ,AwN sAvill All bayAwr do !!? •...• I / - .: ` Ilj••a - - - • " / sits nc�ithe .ten/Ar•Aln 4103-cewm.* V)M4 .HArr,Ao//bt/vc~ ow a*Aor br W t� Ani what a a `�� ! • ! , ' M batt -e- Ar,s,,r, wA,idi can/pMCr 4> Ebbs aprw..Nrolas�� onDrnl tAolt 4tf'•v,t/i raw=Ifrd•s� d -LE'IYGrN o/ orae►/Saud anal dr nlcnwa*Of sl yr/ar to oily Cha"ye 07 ,,,a„r - - - - - - ! = p ` .. .•glirw/ ''. • Axro//On o/ Jpar MIMI be ggWvwaf by than Dishnrh 6"finwr. dwtili�rtr S-LCTAAL M W/Han drpth of ,.sov►/weft /Gwrn ,lnr[ to pop w/ bora icer /Arn ?-,fN ibr• /Ira/ �11• T7 tab. I # SECTION •la .w /°'�`� stint arJ' f air ...r..w�sr yN;nr iafi+aln wm./�!A/c Jiro/t do AW 0.t«/ M. • I i it .� r dent Sell/ Cool,tala s -o - Corm sction OI,M%1 N per Dletoi/M/isr�+y bis it o! monhoAr a apl.oni/. 1 �I D I.ra / , wAsn 4raore•ArGi /s 40'rAin, cwdrra ir.s�fwr e,slow//br/amnM/ar ow' Note J. -A► Ise Aad Awad S - 2 / a' ..Eallwls I Mt"tA14lC/AK STEfi oho//bei roe. 2-O / 71 � i6vIA1 ban; /t C/!Or Prom /rcv of •t` ' • - _ Ir'baw 'iP�� ` - -= ' cwrac�le u'iAws shown alAw•w•.9, Tar dire .A.//Ir J11, erre alwate/ is "s cwfAll►+ --�.... NIS• j nhw. o. a/..+v. JNw/.nr/s�lslieh afirlbv/� /ler �./.n. J a # �� • �i' �•. Pill .e...r. e ; � I w,,.r► vlv ♦ �- �rMA�fQiMfN�, P, s%uv// be 3.1b- O2' 96'or' 1033 Ono Q' fbr Dr over 96' • ..r Ze' ,S. pew • .� ,w,t -2 •.' .i "rotnl,�e tionitwlr'seW/anI srrehorol/rart /nor tA+n LitwMar �r Mr • _ - ' • I '� oars Lao//s d dlraAe�w.r. GFr,�w, at/ile+rwrs• lives 1 Jh# yay.+y ado/be /4 t o /3 "o. e,Thr "� �T' D... AWMSI ,/lqo J/t0// w not nrdrr t/x/rH 1 /rine obvv. tine ,n,,erl'!'td 6al 9G. ® ><I •: 0- AIEaC,CER, AAAOPYAFAV- accost J/W/t ohe// br aaoAul r /:2 otri turner el 4Q " q • Ain. nI n"W,*/Dlts P r wsjwEf wiwriV ./rrtrtE� . e burr Y F ase J-rwrlar r A -- 'r4, /A••O.c ♦ook 9"- low Ab At '+''� , • � •• r'6' used etAwtlt / is aIle"ar elMrt // fZOa'P a/ntrilh+wk oAlr✓/ Ar aper/ liwvalltr/ h g91►'M>yry ��y� • Itl►Jw� • K -All of /rlonhar} incAilio !i aysrw, .rllld/br/.aardt/ M star tiMii'%/kV/tq •i.' ". am `•4 b'oc09tha•� tb/a . that oc+on,fnr/ie,)�ewxlw/fAr�""'r'1•''lAn�w/th•Astrl2,?.tarl►,viltilArynwl�r N SECTION N -M -P -O Wed~ q= ow ,,, -` `l p�-.r,�tteal, 2T /J-,C4ZVAr�lOW 'J ' 'Walt inside, will al t *r•wtta. rye . e•CAbId ill I0It7 3 - •s ,, bars, 4 •-i-,help,, I'll Cewhow >! 14 - /c' = .3000 psi at '11 do s. rr ♦ s w,►AMN bar, i"Lf fD lost1olP �r f L i f,I L M TAME OF FMO • al/ �rtawA•N. (Sty Huey sJ � • A'f. IIIMertr Mtal►1t AM►l1AoH No. 4 it s�!'l�ied O!► p� set S'l1E w' F . • alar [Ors � / ��,/ ',�r b A•wdt Ne r DoT. "210 /tote I. M. ,.. J'i2- I•F •-�-f � a �. - � � . s I b♦ i Alrr'IY yel araawtiwD t 1 I � •� newt I1 1 �'� I t` a,.,rtataD AwMdattlrawed s , f ABLE 0Ir IIAR SIZES d Daiwa A ! • Bars D •r F Sas sr ! 12•-3f _"SIT ales c' 3-a b"'aCr I lows2 arae 42"-14" wt a 3• •SI i' 11 �.. I / .-1 \ \y •ors !;t/yw riot !O'=1M• 07eY egos, �l st s zs- /`�� •...• rear `•..00or-. • ". l i0•' oil LL 1 oa' /0 -glsaW Pi `og I Is filil 10A I 7D - T..+125 F1 T9 •� E.' /14 lz- ' - + REFER[NCES REVISIONS LOS ANGELES COUNTY a}&} "AIM *Art sa.cww.►sI• FLOOD CONTROL DISTRICT I - /� w I • . 1..,� I , 2- U 107W 446 FHAIl Mt X'� • M 2- D 171 • g REV1t o "° MANHOLE NO.4 ts I.O../ A.w t • I- • •�'Ip'' - _- v wi a di«air of tut" 2' D 211` „t. 6 3 R1. A N , SECT ION, AND LONGITUDINAL 2 - D t17 x�P NOTIK SECTION • 2-DI72 • o p0s C Akv,41 iL DETAIL .r* Do .�,! Rev 1s1C t is . 0 -54 . [ i II APPasvas t� MA R A 1 I O W -_ C- _ j:7LT,C. T10►J _7_� PLAN 1- / 7S ADDED NOTE f fro 9-e0 w. C IMr1Sth' wac ase • DAT. * �D No. 2-D113 KJAMN Il- 7 to act cornu N•r•w ase /.[a • •,sea•• i MANHOLE No. 4 /ptein or reinforced I Ar concrete pipe or C.M.P Moir Lune 1 1 �% i - • J- 00, tlL.! ' � 1br ettttst aIle staeMsese / Catch Eosin plena •: ` Celch beein lkm >' Plein or reinforced Mete 1►-� ' Cont. N!e or C.11111.' to suit I (tent f t TT 1 w, T %a 1 -•tel t �� 1 A I 15' � --0480-c-200 %11`eif-9 PLAN ' • I ' 1 w e M 1 - - `, min. COPi. ewcesimeitl _C effecter FN QAi��flrT�i�•3�! s ': 0•. Eley. S.P.- 33 �•- MW w,M,A04tlO-C-lOM Concrete ev .• �• Il ea • snate 3 7 /� 4' Maw. ►-- ' 1 I �- aeso•t' awerew 1 c«nped sew to \ •.� : ' :. low seft IN 1 i- _ _ _� ratetiitie doittit* ,' t► �iiCZy�'•��1� -- , ' J, Wa W10 CASE ? When L greeter tihm #W &Joe is*wrfad.0 6vity slillol/I AW continued 6 •ol c lt- D BARS Yv# be 04 for Dr -330or im, 03 fb• Pg • 4t' to 84 eincheft and •6 t'br De-30'arovor Tit bars lItrM be *3 bots C- fr - 3000 pai of 2e aby3 DAt - Conther•/Arise our aiAlt fAlpe f0 An*ryell: t ilnsliais ftV of al71 of*41srWWT line unless otherwim Shown 0 /S what Pressure ft.2 is spunk!/rhe erg p/ma se0 Sfd Owl t -0200 "OAf 3• SUPERSEDES DWG.NO. 2-DI03 REFERENCES REVISIONS LOS ANGELES COUNT 2-DADr me" sore sascaa..Isw FLOOp CONTROL DISTR! E-0/7/ & a -ss AW13ed MANHOLE N0.2 d, ''•r - 0 21W/0 0 0-54 AddM nwift PLAN. SECTION APN .? -D96 • • AO :54 Added lade IDE TA I L 4- ' - t.� t 0 �7t lit Step Spolei/y 462 1 `�----- -• Grwait •1-74 ,lite FOC ref c r • •a SEGT ION B- auswi .. .-�� Pia. T I 94 MANHOLE No. 2 Aaawh.b !rear, oconw,® NOTES goof drM1 StI !'Arw AV. 2-0400- 47f -Olaff7t / (9iLLE' Awr A,AC, C4 ZL £*«+fair. R,.ate CIONDba,r s aero 0 40 a o, the PAw- ♦ TABLE aV' w/aye ~ -iroW T hetwr. Ca . reorPJD Nap d ta AIV I -I / rows« Illi iA9•craw/ «ase• 2 - LA r4_Rr4L.S /h' /iltitPAr enter seb r► sfA dabr sfnwrA«il occsss ,AwN sAvill All bayAwr do !!? •...• I / - .: ` Ilj••a - - - • " / sits nc�ithe .ten/Ar•Aln 4103-cewm.* V)M4 .HArr,Ao//bt/vc~ ow a*Aor br W t� Ani what a a `�� ! • ! , ' M batt -e- Ar,s,,r, wA,idi can/pMCr 4> Ebbs aprw..Nrolas�� onDrnl tAolt 4tf'•v,t/i raw=Ifrd•s� d -LE'IYGrN o/ orae►/Saud anal dr nlcnwa*Of sl yr/ar to oily Cha"ye 07 ,,,a„r - - - - - - ! = p ` .. .•glirw/ ''. • Axro//On o/ Jpar MIMI be ggWvwaf by than Dishnrh 6"finwr. dwtili�rtr S-LCTAAL M W/Han drpth of ,.sov►/weft /Gwrn ,lnr[ to pop w/ bora icer /Arn ?-,fN ibr• /Ira/ �11• T7 tab. I # SECTION •la .w /°'�`� stint arJ' f air ...r..w�sr yN;nr iafi+aln wm./�!A/c Jiro/t do AW 0.t«/ M. • I i it .� r dent Sell/ Cool,tala s -o - Corm sction OI,M%1 N per Dletoi/M/isr�+y bis it o! monhoAr a apl.oni/. 1 �I D I.ra / , wAsn 4raore•ArGi /s 40'rAin, cwdrra ir.s�fwr e,slow//br/amnM/ar ow' Note J. -A► Ise Aad Awad S - 2 / a' ..Eallwls I Mt"tA14lC/AK STEfi oho//bei roe. 2-O / 71 � i6vIA1 ban; /t C/!Or Prom /rcv of •t` ' • - _ Ir'baw 'iP�� ` - -= ' cwrac�le u'iAws shown alAw•w•.9, Tar dire .A.//Ir J11, erre alwate/ is "s cwfAll►+ --�.... NIS• j nhw. o. a/..+v. JNw/.nr/s�lslieh afirlbv/� /ler �./.n. J a # �� • �i' �•. Pill .e...r. e ; � I w,,.r► vlv ♦ �- �rMA�fQiMfN�, P, s%uv// be 3.1b- O2' 96'or' 1033 Ono Q' fbr Dr over 96' • ..r Ze' ,S. pew • .� ,w,t -2 •.' .i "rotnl,�e tionitwlr'seW/anI srrehorol/rart /nor tA+n LitwMar �r Mr • _ - ' • I '� oars Lao//s d dlraAe�w.r. GFr,�w, at/ile+rwrs• lives 1 Jh# yay.+y ado/be /4 t o /3 "o. e,Thr "� �T' D... AWMSI ,/lqo J/t0// w not nrdrr t/x/rH 1 /rine obvv. tine ,n,,erl'!'td 6al 9G. ® ><I •: 0- AIEaC,CER, AAAOPYAFAV- accost J/W/t ohe// br aaoAul r /:2 otri turner el 4Q " q • Ain. nI n"W,*/Dlts P r wsjwEf wiwriV ./rrtrtE� . e burr Y F ase J-rwrlar r A -- 'r4, /A••O.c ♦ook 9"- low Ab At '+''� , • � •• r'6' used etAwtlt / is aIle"ar elMrt // fZOa'P a/ntrilh+wk oAlr✓/ Ar aper/ liwvalltr/ h g91►'M>yry ��y� • Itl►Jw� • K -All of /rlonhar} incAilio !i aysrw, .rllld/br/.aardt/ M star tiMii'%/kV/tq •i.' ". am `•4 b'oc09tha•� tb/a . that oc+on,fnr/ie,)�ewxlw/fAr�""'r'1•''lAn�w/th•Astrl2,?.tarl►,viltilArynwl�r N SECTION N -M -P -O Wed~ q= ow ,,, -` `l p�-.r,�tteal, 2T /J-,C4ZVAr�lOW 'J ' 'Walt inside, will al t *r•wtta. rye . e•CAbId ill I0It7 3 - •s ,, bars, 4 •-i-,help,, I'll Cewhow >! 14 - /c' = .3000 psi at '11 do s. rr ♦ s w,►AMN bar, i"Lf fD lost1olP �r f L i f,I L M TAME OF FMO • al/ �rtawA•N. (Sty Huey sJ � • A'f. IIIMertr Mtal►1t AM►l1AoH No. 4 it s�!'l�ied O!► p� set S'l1E w' F . • alar [Ors � / ��,/ ',�r b A•wdt Ne r DoT. "210 /tote I. M. ,.. J'i2- I•F •-�-f � a �. - � � . s I b♦ i Alrr'IY yel araawtiwD t 1 I � •� newt I1 1 �'� I t` a,.,rtataD AwMdattlrawed s , f ABLE 0Ir IIAR SIZES d Daiwa A ! • Bars D •r F Sas sr ! 12•-3f _"SIT ales c' 3-a b"'aCr I lows2 arae 42"-14" wt a 3• •SI i' 11 �.. I / .-1 \ \y •ors !;t/yw riot !O'=1M• 07eY egos, �l st s zs- /`�� •...• rear `•..00or-. • ". l i0•' oil LL 1 oa' /0 -glsaW Pi `og I Is filil 10A I 7D - T..+125 F1 T9 •� E.' /14 lz- ' - + REFER[NCES REVISIONS LOS ANGELES COUNTY a}&} "AIM *Art sa.cww.►sI• FLOOD CONTROL DISTRICT I - /� w I • . 1..,� I , 2- U 107W 446 FHAIl Mt X'� • M 2- D 171 • g REV1t o "° MANHOLE NO.4 ts I.O../ A.w t • I- • •�'Ip'' - _- v wi a di«air of tut" 2' D 211` „t. 6 3 R1. A N , SECT ION, AND LONGITUDINAL 2 - D t17 x�P NOTIK SECTION • 2-DI72 • o p0s C Akv,41 iL DETAIL .r* Do .�,! Rev 1s1C t is . 0 -54 . [ i II APPasvas t� MA R A 1 I O W -_ C- _ j:7LT,C. T10►J _7_� PLAN 1- / 7S ADDED NOTE f fro 9-e0 w. C IMr1Sth' wac ase • DAT. * �D No. 2-D113 KJAMN Il- 7 to act cornu N•r•w ase /.[a • •,sea•• i MANHOLE No. 4 /ptein or reinforced I Ar concrete pipe or C.M.P Moir Lune 1 1 �% i - • J- 00, tlL.! ' � 1br ettttst aIle staeMsese / Catch Eosin plena •: ` Celch beein lkm >' Plein or reinforced Mete 1►-� ' Cont. N!e or C.11111.' to suit I (tent f t TT 1 w, T %a 1 -•tel t �� 1 A I 15' � --0480-c-200 %11`eif-9 PLAN ' • I ' 1 w e M 1 - - `, min. COPi. ewcesimeitl _C effecter FN inlet s ': 0•. Eley. S.P.- 33 �•- MW w,M,A04tlO-C-lOM Concrete ev .• �• Il ea • snate 3 7 /� 4' Maw. ►-- ' 1 I �- aeso•t' awerew 1 c«nped sew to \ •.� : ' :. low seft IN 1 i- _ _ _� ratetiitie doittit* ,' t► - - -- , ' J, required by CASE ? •� '- Sy.��• \r specificetisillJ., y >Pipe bedding- • ' ' N1 . i': :'�'• .: i hole: AN comliector pipes (within the angles specified for Cess 21 .MILS shell be encased ~ laid within the mein lint encevetd Itsol". or whoa laid oa fig which hes ate been densif ied . SECTION �-1 S€CT14111 CASE 1 NOTES. CASE I ANO CASE 2 CASE 3 - SADDLE CONNECT1Qp Neiti Lim I. Ain" A shell be between 490degrees aq 90 @%gi vee one NOTES: CA S E 3 0 sha11 be 244 inches or less. For smellsr veNes of A end I Connections to pipes 21 inches or Ices in diewteter vidift A kill r eelros N Q on seeirsprieft slewderd tea , junclion structures Or N+c•N r Mowthes $MM M wtodt i with saddles. Cos" •C' "fetor-.` t. In M ase state Ihe sulsidt disnoetr N Me into4 pipe es- t. Trityl or cut seddls is fit slmuglp aww the oulstde of f/te Oy4 . ' teed oft -he" the 0*040 dlewaow of We antis worm dreiw. IMin pipe, and so Its His w,N be M /Ae late end greet of the connecting pipe. O ` 3 Gooier live N inial sl be M r06" of loom it we Moho 3. The opening into the pipe shote be cut and Irla►w►N N 0~ where E1eirowe S N :hewn M prat dreviiwOe. fit the saddle is thel Ile port wrN pre joet wilhee Me bee ��:� j of the soddle pope. .i : ;s: ` l� 1 4. The spewing into the atom steno dlroin shote be Me "side 4. The cowaecti,tg pipe st►eu be supperlN as she" in Cows • p.0. •. 1 �` , �' diameter of the inial pipe here one inch Ilwninwot er 3 ineflt 1 end t. -Mtl14`ter .' menimwn. n • 1! - Pipe bedding i - 1 1--T* 0f� ! A111 IIttlT *Mite 04W plot 04 1111Mge *t1l�w be Dityswis�i. saeereaNt *0" of woo aloombe► doffed mE0 en* ME3 • • : r LOS ANGELES COUNTY .. • '.• • - 6. If Angle r is 45 degrees or less, use Ceto 1. if Mite I FLOOD CONTROL DISTRICT is iPoMsr woo •ti etir�tt, wee Con Z . SECTION C•C SECTION A•A JUNCTION STRUCTURE CASE 1 7 sura M tf •p end of connector pipe flush with inner surfeco ---- of awatme pw. Asad edge sl eeaereet rpt N roiialerew NO. 4 t•'a= t' REVISION= ceno.tN NN• A. $04. rsNHR 9AT[ DESCRIPTIO a Swim specified M dream" man 40 we 'Now sesiivi of inNde - - ♦ • -tit added wtl M awein %tons drain sad es*#e line M antes pint. •••••••••• •• at.....w a.»rwaaw • • ••• ••. «` erre •• a . c+.•• a9M• •tenant ,Oa.aatt Are"*"* •• _ _w R '/ colt• ta..•l•tt « "ATC ewa•eee _ DWti. NO. C.Mf. N• NONt 464 , ltlw Its sHseT I er I JUNCTION STRUCTURE No. 4 4 1. Junclion Structure No. ! is to be used whew 0.0. of t is greater then rte ` the I. 0. of 0. M 0 is V "lei thew 24 i,tettee. • st1eM act one" rfw `. or 39 inches. NOTE: No mMe than one Opening shall be made M One secti4r of pigs. 1 tM \ 2 Velues of A, 8,C and Dore shown or project drawings. Elevation R end �, , \ Elevation "S"ere shown who" required per Note 14 1-----,1/ ofsemi"4. Weelievill liabits ~ be determined at too*": Upstream limit - At the inlersectise of the auesiN 40 the -"; tw 1 1 `` with the "Nin line pipe well sow want TAKE Of VALUES FOR t TT 1 w, T %a " 15' i ---- Is 5• ' Coatrelt 1 w e E and F bots 27 5 30 to i 33 i MW i i ii 7 `Tie tons si low seft IN • I10i \ � 1 1 /01 TAKE Of VALUES FOR T f2 " 15' s . Is 5• 21 5 24 5 27 5 30 to i 33 i MW i 31' 7 DewweNeoo Liwtit- i inches dewlmstrecm of the intersectiioa N Me spur well with the main line pipe WOW The opening sheet be reclengufor, cut normal to pope surface sad without 464Nging reinforcing steel If a joint in the mein films pIA fells within the limits of the concrete cradle, provide a concrete encesemo"t owe foot Noe Me top N the me►ft line pipe a the limits of the c►edte. 5 The transverse reinforcement in pipe ~ be cut N tonter N opening and bent into top end bottom slobs of spw. ® i The incl line pipe shell be credled and er4cessf in 1; 3:5 Conry t fMlb, extending longitudinally 12 inches beyond the limits of b►oeirvt ISN Not 4); std tronsversely t distance of H on eoch side N the comilso we N pope. H= Va 0. D. of pipe t 3 inches minimum. Cradle may be emitted on side opposite Iatorel ~ whoa cena/ruew In connection with existing sterni drain. Reinforcing steel shaft 4 per 2 - 0 171, sled pieced 1114 inches cteer (Mon lett of contra/e, ,Inlets etherwitle shown. • E and F bets shell be carried to e psi*# net lies Mea J dis/elim hon I t 3" >• Mia. PLAN centerlins. J = r/u 0 + 6 inches ! Concrete strewgw► all" be 3,000 psi of 24 fele eecwl M ~win i ! noted. 10 Floor of structure sheet be steel-treweief to spring Ione 11 when Junction Structur! Ne 2 is specified with reinforced om000li$64 ereb ,4aeeaag twat storm drain, value D shell refer to the clear sten N the O►ch �iIAIN LINE STORY DRAIN JTie bons 17 Reinforcing steel shell be cut .md bent into Junction Structure in the some R. C Pipe or rowderosd ', ► i - - - - - , / ♦ 3 - Is' O C nearer as, for pipe Concrete crsNe wider reinforeed wteweliMiC etch is neftelithit tech J L-- 11 -- i net r squired. +r 3- f '411�• . s'.' •• Ile whtlw Ede tion "R" Otte Eftvatien "S"ore not s*own on t i+MM i bare- T- _ i— drawn►gs• E bell Yin I pope shell enter mein Tont radially whom Inlet ll enters mein line other then I -1e1 taw. , % I i s-- I radially, Elevettan "S shell be shown on project drawing[, eon inlet plot Ment 7 I tlernd , ' .f' ; be laid on a streil%ki grade from Elevation 5 to catch basin a grade Neto - I ! E , bar 6 hers •� In line Eltvetion R" shell be shown on project drawings only when SUA is to up#" has.�_- tIb-3 O.0 ; 1 be provided in mein Ione for future construction of inlet tpe. i -� teii. A L Skim speafltd en d ieww" 004 M *4 iegnoetittl of r IN lives T ` F bars �� - E a of wwebw int fwd Ntltrols, onwpt that elrtleM elm etleb bwM sone) 1. } • 3 : `\ � _� -- _ , t ' 05-3"0.c pint apply d wti/t 00 of Shutt M. Ceacnest- _ ' • ' _ _ j &K Low Treaoilien Strwctwre ft. 3. S/l Dog. 2 - DIM, whp A.C. Pips it • .. tett err aeistliRs. ` �� •'' LOS ANGELES C04JNTY , t _ F'LOOn CGNI =I!!M OifT111CT � 1 r t� -1 3� S Coacrostt SEC TION M - M ' Iftlwltttawee earth'' JUNC T i ON STRUCTURE NO. 2 erre• a •. mvls10/1s caw .i, (� MTE -truss of -do "*coop,$" •. t• *r�V,~J IMDAp Valli Ita117A SMI a /Z. Allivoilmsel •C - w►./► /NWV- AtltEs aeTrft as AIrKW WAnti► UNIONS a• v.it. t. sasat•raw w QRpFESS/0, �o 5' H,44 C176i_ o Ns -34751 F W EXP. M 9-30-95 I V 1�P OF CAl-�F SECTION Z-2 " - 1 C. tar rear -•a• ..•. •w . •runt •wwovte .. Art all [011111111G. NO. 2 - 0112 SUPERSEDES DRAMMIS OF THE SAYE WASKR DATED MAY, I939 Mon[ rAil.,ItNls stns, t or 1 JUNCTION STRUCTURE No. 2 Q �RECORD DRAWING " 3520590/STORM/SH T6.DWG