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HomeMy WebLinkAbout2330-2aNsseio, r�EMovE, •c E ,ee- A c%!a XIAIE L C. J. / 4JL n! l� G �2 frO Fid G l C. I TA_frc WA 1:r •�.//~.1/c' '; r 4-1,J0 QEr, 1^14" e047,1-snularlo.ol W PIP t S � � f I , - o A����� 1N, A LIL- .7 Cot 2 A 67 / V Co A- IL./ ! t 4-T I;. 5 C 12 °% c I I • d 5 cctJ r r v tOtsl7 t P4 _0.1/r ApW04 3 - ri Cl do 0 gam, I Z't�a, lO~R. t../ ` Its 80.✓� I L1,J4C 0A 4rAt,J W& t„ ALL � b�oAt� (5f� 'mac. D •Ii3 � (,e G yr A:1 kJJ4, L Lf rJ l rJ (, I JOI KT ' TNPE CTyPI CAt.7 1 111 ' 'ilil-4vvixr.s s L /t46 c Y,YK t [lov -OI ,� 2 vee /Oi/. � / IdWe-,v_-- '; ! !1 T. EyLt f•,�ii 5 tv /Om8 1•x► , r tlsriffin c., 6�n :enc nn 5 /08 0.9a' �t0 ! 15p srla& GA -i -/A 4, 'z (., AJrA1 � To M/1.�crl EXrSt1�G Tv MA re- N C14A AJAJd C SLva�. (fmo) , t � ON A I N rG' JOINT I J �—D r. / Sit 7o;/ S r- ew 2 sen AJ , — C 7- A. 4! 6 V14 1 / 0 k/ _:�_c t f, Z/ t, a� L /t46 c Y,YK t [lov ri 171 111611 ,� 2 /JAI, •t �� ' /Oi/. � / .1/ '; ! /Om8 1•x► , r tlsriffin c., 6�n :enc nn 5 /08 0.9a' r •WHO' S7T•477OA/ PT 9-t-9.5.6 8 e74- 9 q /o BOX TO CHANNEL CONNECTION I r OINT SEALING COMPOUND a REINFORCEMENT o NOT SHOWN co REMOLDED EXP. JT. FILLER HORIZONAL EXPANSION JOINT TYPE IfDiI NOT TO SCALE CONSTRUCTION JOINT I 111"_J "a" bar 0. for earth cover. to end VIC ID' w.e.r S 6 1 11 Ilia I It 1 A KIM m Y,YK t [lov ri 171 111611 1 �1 1777711 ff 151111 161 letter ;' •' •ler :1 [, L �f �/ '; fS ill(.; L; ©11 r 1•x► , r tlsriffin c., 6�n :enc nn ,• J E1t7 Cl r •WHO' [� � � QJ, � HHHUNH Will"Iffir.1, HIM "a" bar 0. for earth cover. to end VIC ID' w.e.r S 6 1 11 Ilia I It 1 A I Y,YK t [lov 1 �1 � letter ;' •' •ler :1 [, L �f �/ '; ' [Ej;, ,, _. l ,• J f Vit! � �."7� `' �,. ��mCA ©� r [� � � QJ, � f >I ' � � ' '•, �, rpar In>,Ec�j or' >,r �-Spring . r>,c. r• UK �'TT'f �t1t�ffifft�ii[�j� Line V.C.P San.N. if til i®FII7FIDl3�F F31FII1 •iD �ypFII•,F�FIIlF�F3 IIDF E -� Min. 1111111111 E D HALF SECTION E -E HALF SECTION D -D (� I:IIJFII'FiaAi[ua>IMM constructed and Is less r existing or 15" in P" 1� Im vuuvuintu asNMNAIMpis1393 �� 2913 "a" bar 0. for earth cover. to end VIC ID' w.e.r S 6 1 11 Ilia I It 1 A I Y,YK t [lov 1 �1 _ Step• &•Ili 1 !il _. l Pour against earthCE +E oeundisturbed '1T SLOPED INVERT JL • S•0 Not S --- .• Sse No i__ -- Minor fStone N— Sap• 4 11 Z Mw •r 1 Sao Note 1 - Elor ttvK1 -rElov _ 45 Did lap [yY /4 (fete s/t M OOn s •- I On 1 ■• 1 • "D" ;Dors t �� , • � ' 00tland Cort J "a"c__.-) bar • ♦ �• t See Note 4 / _.' ' "° 0°'s- Ft.AT INVERT INV RT TRAPEZOIDAL INVERT •" b See tto u t . . . - --L- -- -� � 1 � ALTERNATIVE INVERTS Ott . a., dere !/4„ run FNors ��� _ a• se4 wv _ Optland comet Jt-- I, 'o P ' $va"w '4 '1_'e"pgr4 _ 4,tS S t' � NOTES 'r` _ 9•?a S ..o.. Dori or e,. or h 1 • far 4covKyover a' . S~ Not• s 1/ter s•Y Hof• r ROOF SECTION I. For bones Orin won or height less than any of those anon In town, _ 4 •' �or ( RCI .4 •4 fordax ! I SPANS 10' THRU 14' use rx, greater site boconcrete dtm•nslons and reinforcement. See Not• � 11 i M• 1 rake necessary changes In bar ranpfhs and quantities. 1 �` r _ ` "'� 4S "41 SPA AR me rap bar•, - •4 • t1 aro■ - - 2. Ouantilles aro owo,lmot• and for design mrooN• Orly. •4 C So— ass he to 4 , -t•• C� YZ_Lt IyA_ j feCe j t"Gr tyti 3. For boxes with Roan or height or cover yaotK man those Mann in / TyO toots•, o special design is requird. e YtKnatIve Const it Const J1 Alternative . 4, It Is DKmI&&aDts to eliminate IM 11p rooks on "*,y otherDer. Const Jr -- - ,.. b..Dar& y ..@.. bar • or sit hotf •Dockq LOOM to'•14'all y1. a.. C-) bar • SN NOF• 1 tons► Jt � � � yf • J t ,•o.. Dor • a e of half al r epocrrp )•pone 10'•14• ly). "a" Dar& .4 JRf I h. Provide povlrp notch when top IS exposed and .Mn powment Is • ` Dor'land Cement Concrete. and od IUS1 quantities, 1. For aa•rgn and 0•toxs not &moon, se• Sranoard ►tan W?. •4 --- -� •4 • M mor . • - "• � :'C" Dar& tIt -- -- - t. For exoos•d top, provide 04 • M OOCft way I V 10P '•t" Dar& or fug &pont Span�� J -'� --� I —: °- I " I See Not* s' and ad)us 1. STATE a 1M CALi0A L --------- •i I DEPA1111MENT OF 111101 RIATIM '�' $°°" TYPICAL SECTION - --T1.JI WALL SECTION CAST -IN-PLACE SPANS 4' THRU 6' TYPICAL SECTION - SPANS 10' THRU 14' SPANS 10' THRU 14' REINFORCED CONCRETE SINGLE BOX CULVERT NO SCALE D80 Aldr•A•Ar /,e•.♦ alters, NOT£V 31r•v, ir•or> 3rJ /AIR N. T to 000- • 478 + re e.- f _ / I',1f(fE.S' �•A,A,(.Ciu £Iwtre17R,.♦e4lEhwt,w,S or. ehv»,,,,,r tintf.r — foncr0ys nng s tI n►atic•r, • c� • rAt?l L o' m4t•i %� - A-inw r f`## a. --- r 1 - - �3tef /1•,r N• T'I /Il .t_Mi �••!-• t i L. 'V mow/ r,ay. -L.AICRAL.,S 4r /014rVAf enter an ♦o1h uled aF/PwrrAak,el Gra+ snv/t s:.o he 4a-.;at1 a, �. � , i I �1 iror.r..,,,:r.Ar .t/do r'et.0/✓i/V tho 4wa/AwArtorvil. !• , 4 J� 0 S ce7)'r'[',v a-,sf,4*Atx J"Af-rlAe//w/trcohdaM'cwrlor/,wGISAPrw Pit -1 .t,w•, nc) .. / • 44 _ les.►, ,n w&vA a> wfeA or 4CAws Jyns••dl-Ac-W4 ov%% dor••// nlf'w d1 cottr./rn♦ Ae♦wr.v• r ; �h / w,a, /.,v,., ar,«N I • I ' , j ,� p °ry f-[C/V6rH o/' ,7AWx,0 .,6 /rAJy 6e fflWmMddd ad drrp`1 tolvW1, rpm ersa, bul any Ch.r,y0 /,I i iMw•p A- J Axlpho/I a/ J,0,.r PKVI k 4,0row4f by 1,PW Ort/rt/ t"Sf"two (•e/•�,,,♦r T • --T - - S-DA'7A/L M Wh.r► afeplh of ►swsAalr,iwn TGeMI"tap w! boa AJ /041 Irw r ?.cul -Ar ovmei �!dl/alit, ,.• fo u'oc I SECTION Cj-,. ?� J/iwla ur.i 4Tr i�^wtws4l►J,Iliwr�alrrF�iyrc/nyaro/rbNc fAo/l w upr D.la�/ Al. See INS • I f:`•.�v1 Sect c, j/ co.rr17uf •t,,«,. j Corutrio Ifie s dshall da pdrQ 1owAf rail 0*4 0m o/mavAo/o a ofa•,ono/. N cbnelvn r rrrr• WM» dna mtor a is 44 4- Ail, 4�t►eaMr Ar 2/1 Ma//bxf r(otnrl_dv w are Not*J. 1 p 0 •.rt anon./ rAr,•Iy 3 r_.( _ &, t%/ • 't •«r qui / •e h'C/Nf17/+rIC/MG .fTFLL o/w//b. ar 2-O/7l Orbe Al ho / rA-0 fIV n A:r of • ,71r 1++n• a./e waw.r• f f► .dsh.vl, , ♦ '9 :I •—' .- _ --! _a� - s -a•. /' i-wvtrle t tritxus •/vown efA•rwyd; TAr Aa4 dAti/Ie •.J, or►./ io.x.o /I "on C.r,Mra Nbe,or C/oswv 3/.d✓Jlc hdda✓i o1PATv/� da /in. � ,' ( •t •�RE3���'- re Ar- err•- .�.r� ° . : o �. I ttr�AM VW III w.7- fA•1Bf1W,'Nr.P, 3/4//bt3'tt v De •96'orJ1039 Gird 4'fbrD, over 96' T Alar" ` he ` • ,: >Nw I ssit �+ rs l'�• r'�4o//e. tpb,hMsiart✓,or+rdrsvt /.a14a•r eNx'.y; Q,1 . rA.� 'we 'r awv/h We 4-w"&tr. iowi.aR..a lA.4haGr w `to /3 "n. t.hr Ql • 1 I o �e bin 11031 J1%Q JA0// M wr not mad tA? IWr ubo✓o the /nv.rt t d (/ M(, ['I y/. 1 cid s:'• I D-,WAWgREnWI R. AMDfFVAF4x- occwe JASI/l dAN/bi 4i4ra16%1 W► /:2 17114 ntoryor o; &ry ntot�panMl or ver/ydd rns,�* 1/wfl. • , Et►A' ( a • A borers aY J -i ]N •,t, �� + .,'� •4 - - 1 ' I4A••oc Doth tooyl,b bar' �' F ' / LOCW dnsdrr, ac r/V•.eded to ♦or•r, w ?' ` '/ ut111 Arhtn / re !r0201inure • �, / t sok y/111,// alar/ ,� ,y /J,d. �s� >l:►J,•� n,,mraNa+ilf, lfhIVdN,' OAAW, shall/O.puvvdaw doer r..sf,.,..v.AS ote,er.n,r, ea,ay.rl `v .'I, 10W QI,/hwcJyJ lo be SEC.TI'fie i�, .l..r_• that o tovstrw1AW,Terkel./!AI♦Itmyafy Avoww,M 0A0,y/rat/dAr//w�ys%,.ay /J ON N M P O used whom, uJrr360•u Deur wa" f" -'`!' �� prr17,it tfaJ! /.!•E�IVAr/Y)/V J7 491P'/n.s c♦t inside, W&II I/ 6t1•1A9ts.110. ecA.C/N, �A40O 3-•eJ boo,0,4'J"bv+ 1•RL coir ow S 14-ar/e:3000 3/ a/ d0 days. w + edw/wll/ eery s -.i'tv iq,/dv rdrre f L o'7v L M N _ L�selt ar ►t- — -- 4M 11ef, ./ ,�e,tA•/. (s« �•iJ• sJ o �. ►Mae Phrstuti MonAo% No. •b. C tui / At•w•i ,, is spsC,/iee! on Qlluns see Sl'<> `*' - � - T q. / /r4(P/ �� , ,.. Dwn 2-D2/0 mole J r ars_- !t -, 1 Ie•041+erh •L!- 9w4 apdreA w/,n«abAr far 1 1• _J [.rN r 1 & 00,00-W'00 Arte1^ff4WVI 1 Aiw - / t y Sell4,#Aofr• wr•e•w _TABLE OF BAR SIIE� , r D a l A/ Y 0• • D •n F 9•r 64 ♦ 1 �` wAen lop N no/ hrc/ -�_.- P bwv,aw m 12•-x!' diS0 e4j ♦• r../,r... e c 1 IUar. 6&f/�Ia rt/ trv'-!N• e7* o *604, % NW dip • P If S'! 111 II MP ewt _ I ' t �srcwe Hcss wsvlErlONs LOS ANGELES COUNTY .� • - ; t L�—rA.. e.r• te•cwtoFL. rw« FLOOD CONTROL DISTRICT 'iLci•..�~, aa�� t:._ i I 2 V 107 m s Mix --- _ - ♦ ♦ �`` 2- D 171 ° A. y" p NO. MANHOLE NO.4 fbdlir• �ilr•s s 1 o N $Sr 1 E _ ( w,IA a tse•.,we.w •%i4T" 2— D 21r ` i LONGITUDINAL vor PLAN. SECTION, ANO Station -� IL SECTION • _ t D,s72 o b- ack DQp��,1�fF DETAIL I /�• �e ?F 14, RE-VIsk:f45 • ^i r : 1 11RVIS Aoowmov&o all J w4 k Al •Sill !9y _ , •.b. t<. r TEQtJ .� •1 PLAN 3 / 74 AOOfD #Off t srO m 9.0• �v. C. length (S.hmwN '•I/ JAe..rrf l Ya.I d Ir sac t• t.• °,• ��S•L. , so'„F1'r 11- No 2-0113 Clearance between top of sewer pipe and steel reinforcement sholl be a minimum of I I/2" 0'4 Bars @ 18' A , W a ` B Lon $feel b - .. IT.., w d put 2Q clear , 450, . b D' �. a • -. '. I .. / nr, . ,' n• /ten` of eewlf. , \v A B' 6 Min. SECTION A -A CASE I For existing and new sewers less than 15 Inches In diameter where clearance between bottom of Cast in Place Stam Drain and top of San. Sewer Is less than 6 inches, and where the sewer Is approxlrrately of right angles to the Storm Drain. :±< The sanitary sewer shall be C.I.P. unless otherwise specified. Clearance between top of sewer pipe and steel reinforcement shall be a minimum of 4 inches. #4 Barrs 18*- "1 (� Long. Steel , J o; cut 2•clear 0 Of sewer. Invert of cast in place Storm Drain B Bars A' a• e A. to SECTION B -B Invert of cost In _120 _. _f place Storm Drain F Flexcell _ piece over -eels a PI, fi\5 Bars Spring Line 'our against undisturbed eat "�t5 Bars. Tera e from end SECTION C -C CASE III # Where clearance between bottom of Precast Pipe Storm Drain and top of sanitary sewer Is less than 6 Inches. Sanitary sewer shall be C.I.P unless otherwise specified. Symme!ricai :Doul y Sealer Pour against undisturbed earth- Ik._JA CASE = than 15 In dia. dial. or larger. CASE Where clearance between bottom of Precast Pipe or Cast in Place Storm Drain and top of sanitary sewer Is from 6 inches to 18 Inches. For existing sanitary sewers less than 15 inches in diameter where existing sewer is to maintained In place and where clearance between bottom of Cost In Place Storm Drain and top of sanitary sewer is less than 6 Inches. The encasement for the sewer between the limits of the encasement and the face of Iiia storm drain shall be as shown In Case IM . Sec. D- D . 1 GENERAL NOTES G Where C.I.P Is called for, the Sanitary Sewer shall be constructed or replaced with standard cast Iron soil pipe in the case of house connections, or with class B or clasp ISO" cast Iron pipe In the case of main line sewers. z�,2. Concrete for encasements shall be per adjacent structure, except COseIm and Case IY which shall beIQ 420-C- 2000 port land cement concrete. 3. The concrete encasement shall extend across the full width of the storm drain trench plus on additlonal 12 Inches into undisturbed earth on each side of the storm drain trench. 4, C. I. P, shall not be used for Los Angeles County Sanitation District sanitory sewers or for City of Long Beach sanitary sewers. I Supersedes drawing of same number dated NOV. 58 REVISIONS LOS ANGELES COUNTY MARK DATA Da•CKI/TION FLOOD CONTROL DISTRICT 9-6-62 Revised Note 2 W 11-3-67 Added Note 4 PROTECTION FOR MAIN LINE 4-1-72 Revised concrete designation AND HOUSE CONNECTION SEWERS D. a..•r •• a►r. ov[O ear . •.act• •• G. R. F.— c�mtr erne.•• .• R.w..R. •vr,•••o •. Mr.tt.— SCALE DATE NO. — 51 .•cDrr.rD.. •. NONE JULY 61 .r«..... SHEET ( OF I DESIGN NOTES GENERAL NOTES twvfh of LMyM of :"= %tV&" singer• r eNlff,s• "a 4weow#* sr*o o►yn on _p/v�rf -.4uLw_.+M IV taltreryl root t1N,•I etas 11[e •1n@ 10 r ML 10.! IKe with ten roan roe•• y"•ers Told i•Tl.wro alYaar+e tee" ►octeral Li f • Li E • *4L� �• 11 fNwM q o)trrrthoe, Mfrnethreel 04 be/ 04 19 Neese Iloln retnferaemenf trayvorN - tir•�. Where '}eMM Lood iMye en@ Ywrt M be glored ,/'sees '•froeeaoldol • Q ••e•' ar yrylt"St bare- 1 I _ E(�K�E/eew len@ YMer1-. hot Invr/•' r "r Mier f" Is IneRAN In •4 Q1 rr00" n. •-1}liE_ s -'y„brs total! �kx.� C••NIf 1 ree4,tflon feCtor IA/f 000 btwrt •� be vee up”" 'feet bwrl'•Is • OI•& ts MnaR,�•4l 1111". Ends of 41~11 will be round" uee•s RIG.. Tp eel t°°alr Mvwvends. eiMoi•ofoi enr�Su�allf•MMI�/Iw 0•• 1 ;foe►•es AP, �awr• A'f r ) 1'► L t1S20.44 tr,wa "sney M Mf lKent fr best VMS eunof ends. •d — Apfy Nseect aey t• ten root •sole. 0.1firww L -V~ •do 01Antl/le° re for the also" K IF"1Ihterier N Invert and .. .• .•.••terl ••.• •d r/n Cowerflift foo/l Woftf mi N her Mtek,eo "I' sore. Her srdc•• 1n Isrtplluelrtal Single open sUrrpl•11 •pan YthIr1S •Dart 1• t.0 30 bars, her lempterehre relnfroes" eemen/ for •n U t• A t0 root, nor centrists r rotnfrcement For parapets, PART SECTION cutoff woos orpew p ~..f rytchtea. J to o I Clear o0ow tI PART PLAN -SKEWED 0 a feennfret■nenf poe4etern over !.0 0 chain reinforcement is t• be piecedtransverse, or. a a 12 coon+° skew atpts PARAPET DETAIL for curved Ouverts. rodsoc ~ re" reinforelnO Rote 0 ''/t" e■ it Cover sN10 tea sarehores on waits due to IM• head. sof" of the 'a". "Vend 'y" Dore Is meaSv" awry lzskm ---•4 • 4 WON ter in to" ten center" Stepper soaceo not Mown ftoks o mer of t t o � i� 0' t' 0" Irrh roasters• for toe Condltlonot "eek• e� be roto'" K tgf.d, os nee Story. for K Mtphl From- j- R•mov• perowr NO l�/ti verfkot, 42 to/C► hte►14enta1 cltrarnce, y er 1 e _ i• ane Mops /Wh 00 Le/c► vrtkaL Mo LIM htorltenfd soeca rNnfrc•e1an/ eoverepel e• p• if le , unit atresooso Box stolWrO slar y e not to be used for mWer for / fE • !t/4 t!f h • crr°elvo env►rw~f Sir where there to a seer• yrs„ f0 t0 ►0 [SI M ewealfpenN DauA/tor+ r In fre•ae tine• Ipeeflens •• 04 •f 04 E■ /try '/t" t■0 Jt floor. socur" with Dlstrlbutlon •Y' wet Mpulro4l for aMert• with eatolfleno, ts•ds, dsslpr boar" i• •4 04 •s Now I e truetton W neo • t roti n • •alas Up to and Including r0•oevor •r°s°v•o r sites eetr then code pl on en /Ma petln ear c4 . eaafruerbn N°• eenalrucrlen Empress" N o percent of wads ooslflve rats/rCem•r+t tOndard Pt•ns OeOt OK Aye rogmAr" /r IA11fIa4e en@ •y ,` T- r % T."r requlr•df I�Q mew SOY Ivwos traffic bryltudnt0ll. culverts with unequM yens• For eJvrls with rolrood toodso /r See ten ourront AREA deelpn a0oclfIcotion. • • _ ! r more Celttl IS • • •' Remove Concrete prssst to feamove cencrot• parcOV to Over a' tevK or ore Coorts drub mAr• fon 1•e eMb miss QneansloM parapet and Goes t0 � rip.. N, p„�'J WSW end space 10 a,lstlnp 04 t 14"maximum. and roinfrcem°nf for the efondOrd '•doubts box ���� T Sale rq _-wRIpnr / lonpltuwn°I reear In Invert Shear) cuvort••ond adluat quantities accordingly. L1 roar En dl members OPTIONAL Man” oso•aby Myar. VC r !.S T ,per REINFORCEMENT 1 INGt E Ell ONLY - I' MIN COVER) coyer MnrKr Eloy CULVERT �XTEN�ION E■cewlen@l Nelght 10 20 — Compressive reinforcement and n•petive•mamenl 61 Lo Lt 10'ak•w aro■ r0fuctlon Ifr centYvltyl do not appy. U L Eno of goer ape' par and A■id t0001np en m•mbero tine not peen censldKOQ a• Lt LI ro taco of parader TYPICAL 3 CELL '0' eta Pbn eT•u CONSTRUCTION NOTES M• �; io ('e J -"o" ar "f"Aero � traffic ` -Parapet Construction looeic DESIGN BEARING PRESSURE (TSF) — -t fete `. Strutt roqulr" s• Mown an Ster+ford Hon D••. - -- .._ . k . __ . ■I � ... .... ....t. .- ..... .__ ---for soon•) •'roto'• Sinew / rtWlnd IrOnlrKNf S/rutthp may be rowtr" en cJvort •■tension@ when 4°^9� . _- o■Is1 rar t Is removed j �4S& r "b' t "c' bar rot's to °"� to =v krtto$ F floor Opening. • 1�,1 a f d !•> --- o0•ning hvt>�Ioveensfen lolnts Mala be wolttod. r•o ,t i •40 tots t Roof Ono •asSs -•as RCB TERMINOLOGY errNon Rev Is loss ton open lonyth• _ Plate y1" gxVov, en "t tiger of 30't centers outside 10° -• 1 try pevN reed•oy Iwo ane piece erlep° DID �. S -A J 1 — 4-�K Cone Garner type 2y !-t, 'or," Pion e0•!. ear 30• centers under paved •sot 10-01, totai2 - Q. It noes saw y when o�ov r tay o owe then Roan lonptn. PART PLAN-SECT1ites."r�__Irldqo M'a• !!std hon eotrom� PART PLAN Piece yl,- ovenesen Jonf flger of !0•t centers one e0 ! la •rOaylen joint •4 r� • IS •t • Q. 6' 1. Oddi t ramala■prylo )*Into of locations of d Wqs si t hin C o l t oponkV In fourw elt afterecfr. N dlrocted by the En inegir. Constructlan �1nten ._. ... i - Rept - "At Cr Ode" COrdllen Mnawn 1 ry join►• may be prmltr" N nor ad ter rodcallto 1 S, I •4 troMVKN. totd4 EA •toe tl Kr. I�{ ►t.lf 2 1 Ir •f RCe. wh•r•Ise. /he contractor I• to &%Awwt 0 O + s al - raCovOf f" rt^ jropo•d for co neld•ratlon ' — FG --- t1 , If < f'• Cutef f •dN r outoff waft aro t°no N provided of Moat and/or outlet i `I �;, # ^p' oars. Se• 'YARAV{t IIEei0RCE11EM► rd�ma %oft" "IOCrent channelis In ed and unless etnK•IN Mown. ^ ►K spans ) I• I j The • • e aro be exton ed If Scor conotiono warrant, i .rood '•b" A "c" bar _ BARRIER SECTION (30' MINIMUM) Earthw,arkl fobe or cut, as ( TATE Or CAtrOfelea Soo Standard Ran At2E. necessary, to fit. •4 J i Bock INk C. ! K •4O L r•tr I t'•0" SN Standard Soeclfkatlens, except that 1n@ dlfferenc• ` OEIAfet&EN/ is TfeAlty►OIItAIlON in lovel of bockflologatmet outside waso)ahas not exceed 2•. — SPECIAL DETAILS Irtlrert CAST -IN-PLACE LONGITUDINAL SECTION PART LONGITUDINAL SECTION UTILITYOPENING-WALL REINFORCED CONCRETE N•NeNight of sox MANHOLE BOX CULVERT AdWont to oath sift of ten ,pawn . odes o"tlend bora MISCELLANEOUS DETAILS **Avaient to half ten Interrupt" main r°M+forc~t. NO SCALE D d Z * 4 RESAR WELDED TYR-i ° 1/2"x 2 STEEL STRAP WITH US SOLT c0 GRATE ASSEMBLY DETAIL MIA, 1/2"X 12„(MAX.) SLOT OR 1/2” TO 1.1/2" DIA. 21 MIN. HOLES, 10*- 1211 ON CTR. AND STAGGERED �' - T�f/V rf0w_f OF SA,c/D,s,�Gs 69ROU;40 F. G • „ %N E P/Pe) • 7y/,--.'A1-z- sTs4/v0,0/PRS A NLN. /0 12"M AX. 166 IS W 4 / I.4 WW M LI 6 fee P I STU C.S.P. Mem � i I TEE , _T SET TEE SECTION IN WET I�� :�! ' •�.�. -* '= ` I2411 MIN. CONCRETE FOeTING Si TROWEL INSIDE TO DRAINi. I 1 ANCHOR BLOCK MIN. S SACK/ C.Y. CONCRETE OR METHOD APPROVE D BY BUILDING OFFICIAL DRAIN PIPE & RISER NO SCALE : -i `in'•fea f ark[ w t• +'..i. 1: * fo�yr#�� ! tli a i iyy5ii �. t ;ie}rJy %,i, 1 �� i �'•7 iS fj r�.,,`f'y' ✓.."F i�f41C f#? _, �J J I � Pour against earthCE +E oeundisturbed JL �-Spring . ,. . _ .......• :: Line V.C.P San.N. MinJ -� Min. E D HALF SECTION E -E HALF SECTION D -D Use when sewer is being Use when sewer is constructed and Is less r existing or 15" in Pour against undisturbed earth- Ik._JA CASE = than 15 In dia. dial. or larger. CASE Where clearance between bottom of Precast Pipe or Cast in Place Storm Drain and top of sanitary sewer Is from 6 inches to 18 Inches. For existing sanitary sewers less than 15 inches in diameter where existing sewer is to maintained In place and where clearance between bottom of Cost In Place Storm Drain and top of sanitary sewer is less than 6 Inches. The encasement for the sewer between the limits of the encasement and the face of Iiia storm drain shall be as shown In Case IM . Sec. D- D . 1 GENERAL NOTES G Where C.I.P Is called for, the Sanitary Sewer shall be constructed or replaced with standard cast Iron soil pipe in the case of house connections, or with class B or clasp ISO" cast Iron pipe In the case of main line sewers. z�,2. Concrete for encasements shall be per adjacent structure, except COseIm and Case IY which shall beIQ 420-C- 2000 port land cement concrete. 3. The concrete encasement shall extend across the full width of the storm drain trench plus on additlonal 12 Inches into undisturbed earth on each side of the storm drain trench. 4, C. I. P, shall not be used for Los Angeles County Sanitation District sanitory sewers or for City of Long Beach sanitary sewers. I Supersedes drawing of same number dated NOV. 58 REVISIONS LOS ANGELES COUNTY MARK DATA Da•CKI/TION FLOOD CONTROL DISTRICT 9-6-62 Revised Note 2 W 11-3-67 Added Note 4 PROTECTION FOR MAIN LINE 4-1-72 Revised concrete designation AND HOUSE CONNECTION SEWERS D. a..•r •• a►r. ov[O ear . •.act• •• G. R. F.— c�mtr erne.•• .• R.w..R. •vr,•••o •. Mr.tt.— SCALE DATE NO. — 51 .•cDrr.rD.. •. NONE JULY 61 .r«..... SHEET ( OF I DESIGN NOTES GENERAL NOTES twvfh of LMyM of :"= %tV&" singer• r eNlff,s• "a 4weow#* sr*o o►yn on _p/v�rf -.4uLw_.+M IV taltreryl root t1N,•I etas 11[e •1n@ 10 r ML 10.! IKe with ten roan roe•• y"•ers Told i•Tl.wro alYaar+e tee" ►octeral Li f • Li E • *4L� �• 11 fNwM q o)trrrthoe, Mfrnethreel 04 be/ 04 19 Neese Iloln retnferaemenf trayvorN - tir•�. Where '}eMM Lood iMye en@ Ywrt M be glored ,/'sees '•froeeaoldol • Q ••e•' ar yrylt"St bare- 1 I _ E(�K�E/eew len@ YMer1-. hot Invr/•' r "r Mier f" Is IneRAN In •4 Q1 rr00" n. •-1}liE_ s -'y„brs total! �kx.� C••NIf 1 ree4,tflon feCtor IA/f 000 btwrt •� be vee up”" 'feet bwrl'•Is • OI•& ts MnaR,�•4l 1111". Ends of 41~11 will be round" uee•s RIG.. Tp eel t°°alr Mvwvends. eiMoi•ofoi enr�Su�allf•MMI�/Iw 0•• 1 ;foe►•es AP, �awr• A'f r ) 1'► L t1S20.44 tr,wa "sney M Mf lKent fr best VMS eunof ends. •d — Apfy Nseect aey t• ten root •sole. 0.1firww L -V~ •do 01Antl/le° re for the also" K IF"1Ihterier N Invert and .. .• .•.••terl ••.• •d r/n Cowerflift foo/l Woftf mi N her Mtek,eo "I' sore. Her srdc•• 1n Isrtplluelrtal Single open sUrrpl•11 •pan YthIr1S •Dart 1• t.0 30 bars, her lempterehre relnfroes" eemen/ for •n U t• A t0 root, nor centrists r rotnfrcement For parapets, PART SECTION cutoff woos orpew p ~..f rytchtea. J to o I Clear o0ow tI PART PLAN -SKEWED 0 a feennfret■nenf poe4etern over !.0 0 chain reinforcement is t• be piecedtransverse, or. a a 12 coon+° skew atpts PARAPET DETAIL for curved Ouverts. rodsoc ~ re" reinforelnO Rote 0 ''/t" e■ it Cover sN10 tea sarehores on waits due to IM• head. sof" of the 'a". "Vend 'y" Dore Is meaSv" awry lzskm ---•4 • 4 WON ter in to" ten center" Stepper soaceo not Mown ftoks o mer of t t o � i� 0' t' 0" Irrh roasters• for toe Condltlonot "eek• e� be roto'" K tgf.d, os nee Story. for K Mtphl From- j- R•mov• perowr NO l�/ti verfkot, 42 to/C► hte►14enta1 cltrarnce, y er 1 e _ i• ane Mops /Wh 00 Le/c► vrtkaL Mo LIM htorltenfd soeca rNnfrc•e1an/ eoverepel e• p• if le , unit atresooso Box stolWrO slar y e not to be used for mWer for / fE • !t/4 t!f h • crr°elvo env►rw~f Sir where there to a seer• yrs„ f0 t0 ►0 [SI M ewealfpenN DauA/tor+ r In fre•ae tine• Ipeeflens •• 04 •f 04 E■ /try '/t" t■0 Jt floor. socur" with Dlstrlbutlon •Y' wet Mpulro4l for aMert• with eatolfleno, ts•ds, dsslpr boar" i• •4 04 •s Now I e truetton W neo • t roti n • •alas Up to and Including r0•oevor •r°s°v•o r sites eetr then code pl on en /Ma petln ear c4 . eaafruerbn N°• eenalrucrlen Empress" N o percent of wads ooslflve rats/rCem•r+t tOndard Pt•ns OeOt OK Aye rogmAr" /r IA11fIa4e en@ •y ,` T- r % T."r requlr•df I�Q mew SOY Ivwos traffic bryltudnt0ll. culverts with unequM yens• For eJvrls with rolrood toodso /r See ten ourront AREA deelpn a0oclfIcotion. • • _ ! r more Celttl IS • • •' Remove Concrete prssst to feamove cencrot• parcOV to Over a' tevK or ore Coorts drub mAr• fon 1•e eMb miss QneansloM parapet and Goes t0 � rip.. N, p„�'J WSW end space 10 a,lstlnp 04 t 14"maximum. and roinfrcem°nf for the efondOrd '•doubts box ���� T Sale rq _-wRIpnr / lonpltuwn°I reear In Invert Shear) cuvort••ond adluat quantities accordingly. L1 roar En dl members OPTIONAL Man” oso•aby Myar. VC r !.S T ,per REINFORCEMENT 1 INGt E Ell ONLY - I' MIN COVER) coyer MnrKr Eloy CULVERT �XTEN�ION E■cewlen@l Nelght 10 20 — Compressive reinforcement and n•petive•mamenl 61 Lo Lt 10'ak•w aro■ r0fuctlon Ifr centYvltyl do not appy. U L Eno of goer ape' par and A■id t0001np en m•mbero tine not peen censldKOQ a• Lt LI ro taco of parader TYPICAL 3 CELL '0' eta Pbn eT•u CONSTRUCTION NOTES M• �; io ('e J -"o" ar "f"Aero � traffic ` -Parapet Construction looeic DESIGN BEARING PRESSURE (TSF) — -t fete `. Strutt roqulr" s• Mown an Ster+ford Hon D••. - -- .._ . k . __ . ■I � ... .... ....t. .- ..... .__ ---for soon•) •'roto'• Sinew / rtWlnd IrOnlrKNf S/rutthp may be rowtr" en cJvort •■tension@ when 4°^9� . _- o■Is1 rar t Is removed j �4S& r "b' t "c' bar rot's to °"� to =v krtto$ F floor Opening. • 1�,1 a f d !•> --- o0•ning hvt>�Ioveensfen lolnts Mala be wolttod. r•o ,t i •40 tots t Roof Ono •asSs -•as RCB TERMINOLOGY errNon Rev Is loss ton open lonyth• _ Plate y1" gxVov, en "t tiger of 30't centers outside 10° -• 1 try pevN reed•oy Iwo ane piece erlep° DID �. S -A J 1 — 4-�K Cone Garner type 2y !-t, 'or," Pion e0•!. ear 30• centers under paved •sot 10-01, totai2 - Q. It noes saw y when o�ov r tay o owe then Roan lonptn. PART PLAN-SECT1ites."r�__Irldqo M'a• !!std hon eotrom� PART PLAN Piece yl,- ovenesen Jonf flger of !0•t centers one e0 ! la •rOaylen joint •4 r� • IS •t • Q. 6' 1. Oddi t ramala■prylo )*Into of locations of d Wqs si t hin C o l t oponkV In fourw elt afterecfr. N dlrocted by the En inegir. Constructlan �1nten ._. ... i - Rept - "At Cr Ode" COrdllen Mnawn 1 ry join►• may be prmltr" N nor ad ter rodcallto 1 S, I •4 troMVKN. totd4 EA •toe tl Kr. I�{ ►t.lf 2 1 Ir •f RCe. wh•r•Ise. /he contractor I• to &%Awwt 0 O + s al - raCovOf f" rt^ jropo•d for co neld•ratlon ' — FG --- t1 , If < f'• Cutef f •dN r outoff waft aro t°no N provided of Moat and/or outlet i `I �;, # ^p' oars. Se• 'YARAV{t IIEei0RCE11EM► rd�ma %oft" "IOCrent channelis In ed and unless etnK•IN Mown. ^ ►K spans ) I• I j The • • e aro be exton ed If Scor conotiono warrant, i .rood '•b" A "c" bar _ BARRIER SECTION (30' MINIMUM) Earthw,arkl fobe or cut, as ( TATE Or CAtrOfelea Soo Standard Ran At2E. necessary, to fit. •4 J i Bock INk C. ! K •4O L r•tr I t'•0" SN Standard Soeclfkatlens, except that 1n@ dlfferenc• ` OEIAfet&EN/ is TfeAlty►OIItAIlON in lovel of bockflologatmet outside waso)ahas not exceed 2•. — SPECIAL DETAILS Irtlrert CAST -IN-PLACE LONGITUDINAL SECTION PART LONGITUDINAL SECTION UTILITYOPENING-WALL REINFORCED CONCRETE N•NeNight of sox MANHOLE BOX CULVERT AdWont to oath sift of ten ,pawn . odes o"tlend bora MISCELLANEOUS DETAILS **Avaient to half ten Interrupt" main r°M+forc~t. NO SCALE D d Z * 4 RESAR WELDED TYR-i ° 1/2"x 2 STEEL STRAP WITH US SOLT c0 GRATE ASSEMBLY DETAIL MIA, 1/2"X 12„(MAX.) SLOT OR 1/2” TO 1.1/2" DIA. 21 MIN. HOLES, 10*- 1211 ON CTR. AND STAGGERED �' - T�f/V rf0w_f OF SA,c/D,s,�Gs 69ROU;40 F. G • „ %N E P/Pe) • 7y/,--.'A1-z- sTs4/v0,0/PRS A NLN. /0 12"M AX. 166 IS W 4 / I.4 WW M LI 6 fee P I STU C.S.P. Mem � i I TEE , _T SET TEE SECTION IN WET I�� :�! ' •�.�. -* '= ` I2411 MIN. CONCRETE FOeTING Si TROWEL INSIDE TO DRAINi. I 1 ANCHOR BLOCK MIN. S SACK/ C.Y. CONCRETE OR METHOD APPROVE D BY BUILDING OFFICIAL DRAIN PIPE & RISER NO SCALE : -i `in'•fea f ark[ w t• +'..i. 1: * fo�yr#�� ! tli a i iyy5ii �. t ;ie}rJy %,i, 1 �� i �'•7 iS fj r�.,,`f'y' ✓.."F i�f41C f#? _, �J J