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Home My WebLink About2330-2I I : Dowel i' ,a I Dowel - . T ---f Anchor per Dwg, ' , . 'e -----[___1 __��v No 2-0232 t14.. Rod a i .1 I j�, - - Z j Roinf per Dwg rq ' — I-_ I Na 2-0232 i---r-+- - 3" Rod A , Jot ---- A LI , I I �� l --4 I -1 t -A'Ar". -- . .41 3i T 6 ' i 1 I ' I i N �a I I Iol _'1 1j}''--3"Rod. Ii i ..+ L.-Lt_41 I Dowel per Do log I IL' 'rW . •i - - 4" Rod. -.'r � ----------- - .1 �-I �, ; -.11 I I -- = , -' _� Ut_ I Dowel Anchor -' r . - - Curb (/►=- TOP SLAG_ STRUCTURAL_ PLAN Frame and Cover per , Dow of Fuce Plate and Opening Rod., Dwg N%o. 2-0156- u ' _ _ I i ,.Anchor ,'per Dwg. No. 2-D232 ' 1 ' y I / _'11 - --------- - -- - - I EI N I t 1 �4 a Dowel 1--;i• = ,i� 1 t"l /..fir I Stilet a ' '`l 1. -' - i L 0 surface J - W"I* Protection Bar per ,' -_" --- I , wl vu Dwg. No. 2-DI75 ,,�., - - K -'r ~ ,- e'3 or 44 bars, 4 req'd �-� 1 . " • %and 2.0232------ 1_ --- 1 , x� �4 4 ! I 3" Rad.. . --Alternate connections �I _ _ _I� _ _ __ _ _ . 1 Jft ;Stop per Dwg. No a Dwg No 2-D2241 I I I 2-D96 and Note 5 ` i 7_ ►t NI ,1 • _ _ y I ' x I -1 - - - ' Int • ' I Snipe tai out 1 from- '� 1 I 9X 11 0 91Y,• 1 all directions_-, - — ( 1 1._ . . 1 sub°° l000l , . _ _-��---- ; ' DETAIL OF DOWEL r- - •. -- ---- --i ------ a .� . ;7 --- --I- I �I , a • :_�f-+ I . " t_ - . •"""•' REVISIONS 1..�" .•Aloof DATE — osscwtrrto» SECTION A -A aMi.. ' e' A 14 w .i/ J/rr---17a ••re OWH -Ne.4Nae W G. J P .w.nir -;. C W H g—'� higes to be rovnded •'� to 3" Radius '��y ,• -�.-- - a - ) . - .." ' ` / , 1 �_.� _ J, Radius - 1. V of Spur ! r _ _ _ _ _ _ _ _ _ ,_r I— _ _� r ��1 _ All seeel !t•►nl —1� %- T I- - - b� e4 bora, L" O C ,i --7-V2 - 1-1 4;'•: --./. "C \._,.. F-1 ---- - ----\ I) I I I-— _ �. �- �� PLAN DETAIL N PLAN (3haft not shown) (Shclft not shown) Sec Note- til 5trti:Ct gr e - - Manhole frame and cover 4r _f_ =_— - -- -- I-PlanNo 2-D 472 N��^__171 NOTE S I CONNECTOR PIPE Locate pope on any alignment around the walls of the basin as shown on the generol plan Pipe shad be Irlrr►med to IM final shape and length before the plocernMM of concrete 2 CC'NCRE TE' Design, I,' - 3,000 p s 1 compressive strength of 28 days Floor of The basin shod slope from on wads to the outlet and shall be given a steel -troweled surface Iwsh Cwvolure of the sok and slide walls of The yulter opentrk,i souk be formed by curved forms Surface of all exposed concrete shod conform In slope, y odic. cola, and finish to the existing, or proposed, curb and walk odtocenl to tele basin. 3 REINFORCEMENT- (Sid Dwq No 2 -Dill I A/ Top Slob-No.3 a No 4 bars fequwed os spaced on the Slruc.turd Plan Wolfs and Fluor - As required by Standard Droning No 2-0172 4 DIP&NSIONS Curb lace at catch basin opefxng(Exist C F t H) shall be as required Slwdad (howings Nos 2-D&J. 2-D415, or as shown on the genera plan V- 3'-6", 1 z G inches,o id b - S-2"unless otherwise shown. 5 S_ i_L PS ( Sid Dwg No 2096) V to S O'lincl ) , place one step 12 1nL.hes above the fluor of the t,osn V over 3'- O" , pluce steps of 12 -inch intervals from the floor of the basin with the lop step at 12 inches i nvoirrx,ln ) below the top surface of the tap slab Supersedes draWAIXpL Of the same number doled 1.950 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT - CATCH BASIN NO. I PLAN, SECTION, AND DETAILS . co""" e h /'•e0•IN Maplrer Ne H e_ QQ elwtetew awe..�e .r .r, crw __ v cte•r 911il" of SCALE DAT[ DWG. NO. 2 - D 160 NONE 5-15.-'68 sHEET I or I 5x1"rincy scat --Street grade Max L4 . omit this step ir► 1 _.._- f - paved streets J _ _ � 4 IFor ed structs I I" 4,1 ►� (L'o I - „ For unpaved str5. 16 I S"-1 � , . io -sii NO tG P) 9. ;. �: - V) --- - - e .-. . .` il a' L ::,. _ ^: Iv .; s L . �.' D R U I 1. .... • • ' 1. . .• v ..: t' • L • • •.. • . et, / ✓ . •. I O } .... Y- ••'' . • 1� r'�! ' . •q.. . ... N SECTION•C-C NOTES I- HEIGHT H In See A A. csrl.t Sec D D) shall ht nut lees than 4�-O', bi�tt( mayy be Inceouseal pBrovtdecf 1)wf t e value or M-4..sll be not Iess than the nunlrnum •peGlrleo d •1 Iiltat Itlt re - a VC or tah•,11 b_ used. for H 6*1 3e. I' -C, ecce Note P - LENGTH L e -h 11 tie 4 feel I� ►11wpIe ofh r-w►ss Shown on plus L m.ay Lie Increased or ba:csh-n of" tt•t;anhole Iehlrt.d �o r"tef 1u11pt .rale • iV�1 .�.. .. s....a• - - - -I---- ,-..;.-, t ►r r s r � c� of • 7 CC �\ P r. E PT D H P r . ! uco.T lir n St ed n b.ol t I' f S1CC1 Ctt. 3 _ I li e emit o 6 wh n ~ i f w f ` `n' would reduced (in eloc C -C to c, 2v • or Ies+a. a larger values of F gA.' - V � , -) ;. 11 t0 15 O.C. .. w • j •,�.:.,e„ A T T �tnsl l lie d• for values of� up to arra incl„din9 a feet. C up ee .,f1 t� ��i 1'1 .' 7 ?-.lr „ -V •hall be lo" for value• of H ovcr 4 feet. 1 ON ) - - _` 3'(! _ _ t 7 Where Pressure Monhole NoIis specked on plops see Std Dhg. 2.0210 note 3 h�� i 3b'RCP 's V •%' ' ;• '•, + —� + I-`5TEPS shall s 'rwTns gals n1 ettr.el and unciw,ed oaf Itss fhu c►vee 77_rr ! V� i.t� p �ra► IeT the w.11• of eF, , tt►ilar(a o ,sr i ohoTNn, afep• •hurl be •�nreJ 11'yo�s'�C. F ( It) �:•.. -_ --- + - • ' Tthe 4west Mor •hall be teat mon rhari Ze.) .bow (ed9. at OT.Ie of martial. flour 3 v 6' - - - b 1� " 0. :, Saps SW DNS 2 D 96 y=;''M%4='.Wj.L4L - • .: 'L-1(ea 3000 psi, at 28 data �� 3- jj ) •• e.: �LINrORt,IN STCEL tF:ol/ be rte 1-0171, straight lasts I+"coeur Frier► •W! !t:;•:.• w 5eX 2" 1- •f • . � � - • • . see of Cont t. . ' I __Pim �taf jj '.'•' 1 I 3 ,r•oLi111�► 1 4-STA-rIONa of manholca shown on Plen app) at cent. line d thoff Erlevat' ns I U = ' I „ I �' *oYr^ e►w..in .f�eh��l��er►ttr ww otter to the rrole..4 s.! tnver� 9rgae ttna. Nvft� .7 .: " I 1 ah! ' '� T' s-`,._— T• Ii ,� Z 1 I1 L• 114 , I `1 5-1'rLOOR ofdmanhole ehall be aheeil-troweled 4• Roult4 �yrfe�� -'4 ,�+`_r't I i1 ' t - I o-•RIN63, rsd.1 er taxi tripe t' acesse .haft shall be eeated in mortar and neatly g -- i7TIrf3 : Ii,, ,` �C �� j I V I.- I poinfcd or w�pe.� inel t sit �'� w - , ; • ) , I , 1 of _ t I R[FrRSNC[s Rsvlslome LOS ANGELES COUNTY �: ' • I' , N -In 4• , - 6.i,?T.-e t -1 H FLOOD CONTROL DISTRICT ,i I ��„ redo •ere N•ewtPrlO» . j �N - 1 I t. _ _•.Rol. .. LAgn rWWI ' E 1`4 ;,Sec n; ;1r!.}^��;' �.:��: �' Mr�NHOL E NO. • • • _ '': -.r•• ' «:-�"1-e""'' I PLAN, SECTION AND ��_•e ., • C _ X01 ...'.•:' s _ _ J .,', I • • • 5� 5.s ;{ optional bottom DETAIL T -' . _ • e e .• `1 APe•AOVee er -' �.p I..'r: %•yt_ Inlets elewtion S .CTION 8-8 - .- t,eS6'e, SECTION A -A tokplaes at this point THIS >1?AW/NG JUPEQ1f0f1 A+i'6. DAT[ No colepoftwtuot2-0102 aca .oE 0, THE SAKI!= NV. DgTEJ 1-7-39 - �....._._.:,0M. _ l �� w,uow +)RIi�YI(��°�' 31:tbI wed, !Ise Pat, ,0� 04*i ''), 1l�i/'4lai,.' 11,)N i.n. i lf1;-.) <oT) 1:i '3J�`fi�l't..�! "d�� leo t o r.halal., f S1 s,✓Ivwft j - 0 4 I{ , 4 ti - r1 3 • 1i �r� ( II -t , , ? ; nal /`,s T T,3)a�. _,� 1.1 II. i;? .i! 1:t '', y, (tt�!' `I . f' `vjif'iYKr �' O ri � `)13 7 ��}r'' • . i I ): �/ 13�,r t r�� t i ►ij(_ )I'{a(1) { (j } 5 � � ; Lj)a se pIcltl:`y, 8) a rt,)�)uit". I. D. of pipe 371Ito 6011 use double wythe of brick I.D. of pipe 3611 or less use one wythe of bric I II �- Cement g capping at ciiu v1 pi,di h•�-+._____------_.li---------- - W ------------- ---- - --f-1-) I I it. Alternate M000le , NOTES ; i r -11 locations Per Owq No 2-D 157 - A 1 i I CONNECTOR PIPE --- -- ---- -- - -'A ---I 1 Dowty- -. -13 -T —� Locate pipe o1 the downstream and of the basin unless I I t-1" - �•-- Dowel per Detail It t ♦ ��4�; �`1�' i specifically noted otherwise on the general plan. I f 1 ' Pipe shall be trimmed to the final shape and length before the placement of the concrete. I1 - 6 . :1 T_ ' �. 7r -t 2.CONCRETE'. I lyP• I --t' -' Design, Ic w 3,000psi compressive strength o1 28 days. 1.1" r-- 1I �i°ri '� I11 ` I / Floor of the basin shall slope from all walls to the I' -'I j--1r"�' , o outlet and shall be given o $teel- troweled surface I I ( is �. 2„ _ \� / I -t l finish. -'I -' Curvature of the sill and the side walls of the gutter Dowel -- - iI s fYP - - Dowel opening shall be formed by curved forms. Anchur- 'tl I 2 it! - -Anchor Surface of all exposed concrete shall conform In grade, 11V IVI► slope, color, and finish to the existing, or d proposed,curb and walk adjacent to the basin. _A - - -- - - --. - -- -- J -Y- 11 l T ?Cur j REINFORCEMENT (Std. Dwg No 2 0171 1 ' _ S" Radius- • 2 p spaced as required on The To Slob - No. 3 a No 4 burs -- ----�_ N _ - r -_ _,-.-- - _ _ __-- --- Structural Plan. FLOW 4 Radius I Anchor per - - - - - „ Dwg. No r Fie( �4-' I 1 `�.4 Radius Walls and Floor -As required by Std. Dwg. No 2 0172 9' t 4 DWN504 1 Relnf per 3" Radius Curb face of catch basin opening ( Exist. C. F f H ) shall Dwg No 2-D232 A TOP SLAB --STRUCTURAL PLAN I • 4'3 or *4 burs, 4 req -0 I- --------------- 1 ►I 1 1 F int y0. 44. 1-- DETAIL OF DOWEL us Std Frome and Cover J" Radius. _ � per Dwg No 2 - D 156 = , ', t Anchor- -W ' '. %, v I LI - I Chamfer - Ic • II, 4To6' bend �' I E it --F-1. I I • Y 'Dowel , - .c- I171 1, - I "- -I t--- `j- I V to ,5'-O"(incl ) , place one step 12 inches above the r floor of file busin. 1- 1 D1.owel-' , in I vl 0 a.", --Step per Dwg No. L z 1 e ss l r' 2-096 and Note 5 -- *1 Dwq Nc 2 - D 175 I e►Pwovseer v11 F-- b - -- - - - -- LOS ANGELES COUNTY •) i - CONTROL DISTRICT di 3" R1 Supersedes drawing o/ the some number NI slope to outlet U5,' -- - - doled 050 frurn all directions-, ......v REVISIONS L-_--___._ �- .----.--- 1 11. � A. S H. MARK DATE bEec"WoKm a cN.c.to ev m 2 ,-'?I A.•1111x to 01..1• 4 T44D I -� fir-'- . , _ _1____ A ' D W. H L I I• T4 14 av oll/rnohw M ,n - - -- 1 - -� - r-- --- = �- wolr."aw 1r G.J. P. Subyrode optional ' ` _7_____] 1 1 1 .„.NW;-, .N, r I .„ . r C ._ I 64 bore, Totol•2 Depression for Type A 44 hoops o 12'' curb only •406'' �pe . 2' -0' ' LI - I Chamfer W- 14'-0", and b=3'-2",unless otherwise shown 4To6' bend V = 4'- 0", unless otherwise shown. Face Plate and Openlny No ?_-0232 1" Into roll. , 3'' Flllet •4010 --- lI 1jS••x 3% '' Keys l V to ,5'-O"(incl ) , place one step 12 inches above the '•C" will vary with different Match curb type type.. box Type 0 shown prate.. curb wldlh and toll 1hlCkneee Depression for Type A •/e6 ••�'.h curb only •4 Totol-2 �pe . as gutter w the catch basin plus 12 inches,•%but In no case shall I "lob and 1" W- 14'-0", and b=3'-2",unless otherwise shown 212/0 V = 4'- 0", unless otherwise shown. Face Plate and Openlny No ?_-0232 Into tolls I" per (7wy I . 8" if V a 4'- 1 " to 8'- 0". •4010 --- t = 10" If V a 8'- I " or more. _ f =l Street or 5. STEPS ( Std. Dwg. Nn. 2-096 1 -" n L D. surface i a V to ,5'-O"(incl ) , place one step 12 inches above the v; i ---� `` TI 1112'-II�" min_IIJ� showing small pope SECTION B -B • 706'' bottom bend Dawn Into wall std. home ----- no grate =-- --- - e� - t 1 hf I , ' '{ Grits _ ,L ,� Type 24 do •4 hoops N ,, s 121, ',� 4 1 _ ___ _ate (Sao tt_1 Sec. 8.81 Total • 3 2'-O'' I1 21 - I _Mon grit r t 1 f I ' •= our a o• O o o pipe . 3 TYPE G2 SECTION A -A I ~ iI • Crate R To24 I LA ; 1 11 N I I- ITI 2' -o" I T L TYPE GI SECTION NOTE : I. Thoroughly clean area of pipe to receive brick and mortar prior to construction. CL PIPE - \3'' Fillet r ' -- ' - I - n T 2' I iIjS.. vin oil outside Olo of pipe • 3''! SECTION 0-0 ..C.. Match curb type f4 -6r-1 I SECTION A -A 1 r - --- --- ' _-- -, I I kI I Grot ' ,,Pee ,� o 10 ( 24 1,I IrI T 2'- •-I— ,- Iy, - Min or�TJ ---- I- --F --- Outyltle 010 e • 3''! TYPE G4 1Aatcn curb type / ypo tA anorn �IL-\ s t --V ar gutter /lOwllne daDresslon I \ I Sane lap. ds putter 1 -7J_ -L-0- _11_i SECTION C -C I ---- II 1 Grat• I Type 24 11 I I I I 1 I' N I - I 1 1 i I r( 2' -o" 1 T I k laid lengthwise and mortared nside edge of R.C.P. groove or end of pipe (if bmkon ) type E curb orMy ►' 7'. Some slope r F4"�" as putter - 4 Fillet ZP - __ m I T2•__0•_ lT I SECTION F -F F } _ 1 1 ; F I Grote I Type is z 1 , • 1 I N 1 I ,.1i_? -_-_w_- . i1J TYPE G6 thatch Curb type Type B2 shown 'L I• -,• _ - Sona slOuu 1 +_� us Q.,tlar 1 1 C1 s1 3, �i I: _ o 1 1111 to L' l _ 2 a lip o SECTION E -E __ �:___] I r I I 1 i LEI l; ' 'I I _ ,, ; Grote II, Type J'�c N 's t ' -, T-12' -0'' I T I TYPE G5 11 w 1/ — eNlr/ tN4a,N9e scAi.E DATE DWG. NO. 2 - D 16 3 NONE 5 - 15 '68 SHEET I or NOTES L "WIS the difference In elevation between the outlet pope flow line ono it norma putter grade line undepressed. 2. For "i" woo IhlCkn*63. see Table A below. 3. Noe reinforcing not required when "N Is !' or less and the unsupported width or length is r or less. woes exceeding these limits stns be reinforced with 64 Dors a 18"! Centers placed 1'/T" Cleat to Inside of box unless Otherwise shown. 4.Wet bottom reinforcing not required. See Stondard Pion 014C for ate • o,iI * reinforced bottom ono alternative half round b, S. Steps -None requlrea where ••H'• is 1066 than 30". *here "N" is 30" or more. Instod steps with lowest rung IV' above the floor and highest rung not more than 6" below too of Inlet. the distance between steps snot not exceed 12" and smah be uniform throughout the Ierlght of the woo. Place steps in the wall without on opening. Stop Inserts may be substltuted for the bar steps. Step inserts .lode compiy with State Industria Safety requirments. See Sionoord Pion 0140 for step de t0113. 6. Oetolls shown apply to both metal and concrete pipe. 1. Plpetsl Con be placed in any woo. 8. curb section aha match odlocent curb. 9. 6o3ln floors ShcA have wood trowel finish and o minimum scope 0} 23 from al directions toward ouilot PI P$. 10. Galvanizing -See Standard Specificotlons or Special Provisions 11. Cost-in-DIOCe or Precast aiternative Is optional with controctor. See Standard Speclficotlons. 12. Set Inlet so that prate Dors ore parasol to direction of prinClpa surfOC4 flow. 13. See Stondord Plans OITA and D118 for grate and frame aetorls and weights of misc•eon•ous Iron and steel. 14. See Standard Plan 078 for putter depression 0010115. TABLE A _ CONCRETE OUANTITIES __ _' --- =u-3'-0'• to 8'-0"11:6.., we'l_to 20'-0'IT B I Adoltionol AOalflonol 1ype N=J 0" PCC per Ft. N:B.•'• PCC per rt. ICr' ICn 'cr' ICn G-1 0.950.220 11T III G•2. 1.25 0.251 3.45 0.360 G-3 1.03 0.220 11) IIT G-4* 1.27 0.257 3.48 0.360 124.., G-4* 1.30 0.25 r iso 0.360 lie' •, G-5 1 1.02 0.220 111 111 G 6 1.04 to 11) 1111,10ximim allowable height 6'-0". Toble Dosed on e" floor siob. No deductions Ore to W mode to these quantities because of pipe openings. off ferent floor alternatives or different curb types. • Ouantltles for Type G•2 and G•4 Irvsts Dosed on the minimum interior dimensions shown. STATE OF CALtFORNA DEPARTMENT OF TRANSPgiTAT1ON DRAINAGE INLET NO SCALE ment grout capping PIPE CLOSURE - TYPE "B" (Brick ana Mortar) k 8► mortar closure - per schedule NOTES f Of f I - TAN ot'volues fblr• fov�e on this plan. , • •i• - - - - _ - - "j' `1 r - - 4 -IT - 2- CENTER Of MANhYKf Yi4 f T shot/ be locohvd over cen ter hf w of l fcirm 1 I i'- j Ob ro"nd�� ' drain whet, dtalmetler Or i3 48'or• less, 1» which case bre L bo'r,� a m I' to 3' Rbdiu3 c -_ - t , - - Uptiorla/ Ouf3AA1 P y I 6 e,lf iitr•tcall oround3 aftof45•withcenitar/ineohdcmitJ[dors *6, f bars I_L ' it fbce orciooctiWe y T- I 3- Df TAIL At. Whet) _depthormranhole lyamstrwt9rude to to�,of Lxu '� 3 -- - r , b . _ • 4, N born a leu than 2'• /0 F tar• paved street a • 3'-6' for unplayed s tree it, cot'IStrwt *- I kips • lD. caf,.4pui- ! or - - ,' 3' O" r7fCTIr10/ithniC 3%,vft us per 1%erlt7il M Shaft f�Y•Or1y depth of t►IE7nh1DIiFr' tidyy At: - O"lnoxilrl>;/r� ,•, i I becon3tructedos perOeta/l M. When dkvwfer A l3 46'cr les3,center r ^ ,` '4 J bots 4 -t9 beg - - oPsho fY rfaoy be loco teed as per note 2 0 ba 3 13 ac cicai odd % boars 3 "o. c . 1 I 4 Tt f ICKNf.S�S Of Of. CK .slily// tor' wt�erf np+cessar J b prnra(e level piple sea f. 6 oc to In3A* PLA N __ _ edge butshallnotliel633thWty 1ov fir/ farfshn►vnovtthispbrt - -1 of manhole Win 3 ulrx7 cover' rat .5/Tuwn) 5 Rf /Nf011c"IN(; SIffL f° be per Z -D171, 1 cleor than tblceof cotfcrete Tie bar i ; sB - I I le bar Cl/•rcrele tit 1 un1e53 Stx)wn ottlerii I I I Yf et grade - , g - . _. I I I Omit thrs3tep . ; 5 x/ Ri 5egt _ _ _ _ Abx A*rl 6. 5TEA5 shall be I nound,gahun/zsd0eeland ancho �ednot lie 3 V 4-- - - �- - - --+f •� f_vr vied shits II" 8 ' than G' Inctle3 In the dolls of structure. Unless otherwise 3hofvrl In paved 3tneeh f L__ _ _ PLAN tf bor • • ." � t iv_�� un a ed Ctrs 16' 13' the �,octrg shall tie /4r'`� /5o c�Tlae Aolr►�estsft�p.�llatlnntbe mlovte than (SI,ofY not srlowr,) 16•R3r powd slrewt3 ,. ; ,i v j• •6 6- - t1 torr - - - Z' 6'obove the invert, Tee SIJ Dwp 2-0 96 2'r'cr urflrxreclstt> � } " _ .. i • - - Variable 1- RIN65, REDUCChl AND PIPE for accem shatY 3ha1/be 3eaW 7 ma•tor Stnee t prude ; ' r1 p� �1 D t re rx 1` x ' ' `"`' • - - - f bars a,r,d thea t/ pain ted cv, w/pt d 031de the 3ho" over; Planilb 2OM�1-+?�' . U 0; • , 'Rbui id ,: -, I b0f3 8 51ATIONS of rrx tiholes shown on lonopplyotcenttsrofslal't ♦Oa1v. slob./ ,.-Qyriiefe rir s ax1 . - , - f1elotans s)aown ofotoloon rete' r trf rot edinwrt >*l ne3 3 to v3 - - - - - - Z4_'. t` r>e�oliacer, Pbv,�lb 2 DADI I ' rIV ' - - f 9 - fl 004? of inonhole shall be Steel - tr -oweled t� ring / line. .ir• E She Dwg .. O ff. 0• ' _ A;mlmum 2'-10'x• with .1 • to 3 R A�- H00)' of monhule3 shoal/ be pourled In one coldinuou5 ope( hon, 2-096 - - pav d,3treet� o �. except Moto car,utmctar)Jornt wrt/fo kongi&dina/key*vymoy It ;- - ' I Mrnrrrw�n 3' 6"wilt► w 1 • t��lnced of the sprier yyaXx�7 l/r>e 3'x2'P,pe S t•, Z" i - fmwvleld Streets. a _ -`�-" II_ / fNcyrH L , ,vo EMBEOREkir P shoo; have the fa/lowlrf9 ►•glues b' . _ Stye Note 3 � DETAIL M Itnles3 otherw/3e, 3hr)wr2 orf plan C; a 4' . •'�:t.:' -- E hors fbr• Ut -96'°r less, !. •3' 6N, P•5' ', `• •f4bt/r Iv ' • - -• . Tie bar (See Note .3 ) DZ O e f- ,'96% L •6'O', P•8' r I' J bars !. may be N,creascd 13r location of manhole 3hf/'ted to rnl� I pope 1 a•rx/s. When L greater t1k.)n tlat3tiewn ubae p specd'led, 0 bwv ahnll Loa continued 6'a c IZ- D BARS 3hol/ be 114 fbr Dt -39wc r 1033, 05 Mr Ot • 42" to 84'inc/wire and Iv 6 for OZ - ,90 *or over Tie bar -3 shoo/ be •3 bora 13 - f'� r 3000 p 3.1 a t Z8 abys lQl4 -Centerline of rriAet faipe to %nteraect 03iA Bice of c: caneof4prirx31ray line unless otherwise shown 0 /5 Who -re Pr assure M, onlab Ab.2 rs sp tcitled ar Dloic; see Sid Dwg 2 -D210 rule J. SUPERSEDES DWG. N0. 2-D103 RiFtERstVcas RgvlsloNs LOS ANGELES COUNT 2.0/07 »Aw+1 »ere oe•tw1►r,o» FLOOD CONTROL OISTR 2 Dl7l8 59 kkfr%sed MANHOLE NO 2 til X R. • _ _ �.gpr%/k�l/19 /1/119 - inlet elewtlon I oppli83 a t thin point • .- 4-• I�•r'-'4� t - 4*4, /6 tic both 11(1y � b be u3ed when Y, is S CT! N -6 GO'olrovler - - Pepe seat /evsl E bar_, N ,' ,� cy,•� 4 ``i _ -'`1 -se • - • I : 1 �, 1 I I I •..Q rJ r' I 1 , I . �,,-I. I 1 P I Z :� p C:71 be as required by Std Dwgs Nos 2- D 88 , 2-D415 or I r tplpe) or as shuwn on the general plan. 1 1/,4 (Alch 1 Catch basins for W a 10 feel or more shall have a 'V m -- -- ---- I f depth at the upstream end equal to Iho curb face at ---&-------A.— the catch basin plus 12 inches,•%but In no case shall I the slope of the floor exceed 3 1 W- 14'-0", and b=3'-2",unless otherwise shown 212/0 V = 4'- 0", unless otherwise shown. Face Plate and Openlny No ?_-0232 i = 6" if V • 4'- 0" or less I" per (7wy I . 8" if V a 4'- 1 " to 8'- 0". _ _ t = 10" If V a 8'- I " or more. _ f =l Street or 5. STEPS ( Std. Dwg. Nn. 2-096 1 -" n L D. surface i a V to ,5'-O"(incl ) , place one step 12 inches above the v; i ---� floor of file busin. 10-54 1 V over 3'-0" , place steps of 12 -inch Intervals from the a - Protection Bar and I fluor of the biasln with the lop step of 12 Inches (minimum) . Support Bolt per i below the top surface of the lop slob �9- 74 Dwq Nc 2 - D 175 I e►Pwovseer - - --- and ? D 232 1 LOS ANGELES COUNTY •) i IFLOOD I CONTROL DISTRICT . - , Alternate connections '% CATCH BASIN NO. 3 per Dwg No. 2-D224 L— cr• r e see SECTION - PLAN, SECTION, ]I/O AND DETAILS -- ��-- -- 1 IOI DAT[ 12-53 NO. I04SHKIET I coraruoev - •o.Ncrr•rNs'ri I '� - - - - - - - - - wvN„or aNe1 A"novxo •v ” awl Nler Nwn a • �— '- �1~r .!_ - - ;f SECTION A -A 1 r - --- --- ' _-- -, I I kI I Grot ' ,,Pee ,� o 10 ( 24 1,I IrI T 2'- •-I— ,- Iy, - Min or�TJ ---- I- --F --- Outyltle 010 e • 3''! TYPE G4 1Aatcn curb type / ypo tA anorn �IL-\ s t --V ar gutter /lOwllne daDresslon I \ I Sane lap. ds putter 1 -7J_ -L-0- _11_i SECTION C -C I ---- II 1 Grat• I Type 24 11 I I I I 1 I' N I - I 1 1 i I r( 2' -o" 1 T I k laid lengthwise and mortared nside edge of R.C.P. groove or end of pipe (if bmkon ) type E curb orMy ►' 7'. Some slope r F4"�" as putter - 4 Fillet ZP - __ m I T2•__0•_ lT I SECTION F -F F } _ 1 1 ; F I Grote I Type is z 1 , • 1 I N 1 I ,.1i_? -_-_w_- . i1J TYPE G6 thatch Curb type Type B2 shown 'L I• -,• _ - Sona slOuu 1 +_� us Q.,tlar 1 1 C1 s1 3, �i I: _ o 1 1111 to L' l _ 2 a lip o SECTION E -E __ �:___] I r I I 1 i LEI l; ' 'I I _ ,, ; Grote II, Type J'�c N 's t ' -, T-12' -0'' I T I TYPE G5 11 w 1/ — eNlr/ tN4a,N9e scAi.E DATE DWG. NO. 2 - D 16 3 NONE 5 - 15 '68 SHEET I or NOTES L "WIS the difference In elevation between the outlet pope flow line ono it norma putter grade line undepressed. 2. For "i" woo IhlCkn*63. see Table A below. 3. Noe reinforcing not required when "N Is !' or less and the unsupported width or length is r or less. woes exceeding these limits stns be reinforced with 64 Dors a 18"! Centers placed 1'/T" Cleat to Inside of box unless Otherwise shown. 4.Wet bottom reinforcing not required. See Stondard Pion 014C for ate • o,iI * reinforced bottom ono alternative half round b, S. Steps -None requlrea where ••H'• is 1066 than 30". *here "N" is 30" or more. Instod steps with lowest rung IV' above the floor and highest rung not more than 6" below too of Inlet. the distance between steps snot not exceed 12" and smah be uniform throughout the Ierlght of the woo. Place steps in the wall without on opening. Stop Inserts may be substltuted for the bar steps. Step inserts .lode compiy with State Industria Safety requirments. See Sionoord Pion 0140 for step de t0113. 6. Oetolls shown apply to both metal and concrete pipe. 1. Plpetsl Con be placed in any woo. 8. curb section aha match odlocent curb. 9. 6o3ln floors ShcA have wood trowel finish and o minimum scope 0} 23 from al directions toward ouilot PI P$. 10. Galvanizing -See Standard Specificotlons or Special Provisions 11. Cost-in-DIOCe or Precast aiternative Is optional with controctor. See Standard Speclficotlons. 12. Set Inlet so that prate Dors ore parasol to direction of prinClpa surfOC4 flow. 13. See Stondord Plans OITA and D118 for grate and frame aetorls and weights of misc•eon•ous Iron and steel. 14. See Standard Plan 078 for putter depression 0010115. TABLE A _ CONCRETE OUANTITIES __ _' --- =u-3'-0'• to 8'-0"11:6.., we'l_to 20'-0'IT B I Adoltionol AOalflonol 1ype N=J 0" PCC per Ft. N:B.•'• PCC per rt. ICr' ICn 'cr' ICn G-1 0.950.220 11T III G•2. 1.25 0.251 3.45 0.360 G-3 1.03 0.220 11) IIT G-4* 1.27 0.257 3.48 0.360 124.., G-4* 1.30 0.25 r iso 0.360 lie' •, G-5 1 1.02 0.220 111 111 G 6 1.04 to 11) 1111,10ximim allowable height 6'-0". Toble Dosed on e" floor siob. No deductions Ore to W mode to these quantities because of pipe openings. off ferent floor alternatives or different curb types. • Ouantltles for Type G•2 and G•4 Irvsts Dosed on the minimum interior dimensions shown. STATE OF CALtFORNA DEPARTMENT OF TRANSPgiTAT1ON DRAINAGE INLET NO SCALE ment grout capping PIPE CLOSURE - TYPE "B" (Brick ana Mortar) k 8► mortar closure - per schedule NOTES f Of f I - TAN ot'volues fblr• fov�e on this plan. , • •i• - - - - _ - - "j' `1 r - - 4 -IT - 2- CENTER Of MANhYKf Yi4 f T shot/ be locohvd over cen ter hf w of l fcirm 1 I i'- j Ob ro"nd�� ' drain whet, dtalmetler Or i3 48'or• less, 1» which case bre L bo'r,� a m I' to 3' Rbdiu3 c -_ - t , - - Uptiorla/ Ouf3AA1 P y I 6 e,lf iitr•tcall oround3 aftof45•withcenitar/ineohdcmitJ[dors *6, f bars I_L ' it fbce orciooctiWe y T- I 3- Df TAIL At. Whet) _depthormranhole lyamstrwt9rude to to�,of Lxu '� 3 -- - r , b . _ • 4, N born a leu than 2'• /0 F tar• paved street a • 3'-6' for unplayed s tree it, cot'IStrwt *- I kips • lD. caf,.4pui- ! or - - ,' 3' O" r7fCTIr10/ithniC 3%,vft us per 1%erlt7il M Shaft f�Y•Or1y depth of t►IE7nh1DIiFr' tidyy At: - O"lnoxilrl>;/r� ,•, i I becon3tructedos perOeta/l M. When dkvwfer A l3 46'cr les3,center r ^ ,` '4 J bots 4 -t9 beg - - oPsho fY rfaoy be loco teed as per note 2 0 ba 3 13 ac cicai odd % boars 3 "o. c . 1 I 4 Tt f ICKNf.S�S Of Of. CK .slily// tor' wt�erf np+cessar J b prnra(e level piple sea f. 6 oc to In3A* PLA N __ _ edge butshallnotliel633thWty 1ov fir/ farfshn►vnovtthispbrt - -1 of manhole Win 3 ulrx7 cover' rat .5/Tuwn) 5 Rf /Nf011c"IN(; SIffL f° be per Z -D171, 1 cleor than tblceof cotfcrete Tie bar i ; sB - I I le bar Cl/•rcrele tit 1 un1e53 Stx)wn ottlerii I I I Yf et grade - , g - . _. I I I Omit thrs3tep . ; 5 x/ Ri 5egt _ _ _ _ Abx A*rl 6. 5TEA5 shall be I nound,gahun/zsd0eeland ancho �ednot lie 3 V 4-- - - �- - - --+f •� f_vr vied shits II" 8 ' than G' Inctle3 In the dolls of structure. Unless otherwise 3hofvrl In paved 3tneeh f L__ _ _ PLAN tf bor • • ." � t iv_�� un a ed Ctrs 16' 13' the �,octrg shall tie /4r'`� /5o c�Tlae Aolr►�estsft�p.�llatlnntbe mlovte than (SI,ofY not srlowr,) 16•R3r powd slrewt3 ,. ; ,i v j• •6 6- - t1 torr - - - Z' 6'obove the invert, Tee SIJ Dwp 2-0 96 2'r'cr urflrxreclstt> � } " _ .. i • - - Variable 1- RIN65, REDUCChl AND PIPE for accem shatY 3ha1/be 3eaW 7 ma•tor Stnee t prude ; ' r1 p� �1 D t re rx 1` x ' ' `"`' • - - - f bars a,r,d thea t/ pain ted cv, w/pt d 031de the 3ho" over; Planilb 2OM�1-+?�' . U 0; • , 'Rbui id ,: -, I b0f3 8 51ATIONS of rrx tiholes shown on lonopplyotcenttsrofslal't ♦Oa1v. slob./ ,.-Qyriiefe rir s ax1 . - , - f1elotans s)aown ofotoloon rete' r trf rot edinwrt >*l ne3 3 to v3 - - - - - - Z4_'. t` r>e�oliacer, Pbv,�lb 2 DADI I ' rIV ' - - f 9 - fl 004? of inonhole shall be Steel - tr -oweled t� ring / line. .ir• E She Dwg .. O ff. 0• ' _ A;mlmum 2'-10'x• with .1 • to 3 R A�- H00)' of monhule3 shoal/ be pourled In one coldinuou5 ope( hon, 2-096 - - pav d,3treet� o �. except Moto car,utmctar)Jornt wrt/fo kongi&dina/key*vymoy It ;- - ' I Mrnrrrw�n 3' 6"wilt► w 1 • t��lnced of the sprier yyaXx�7 l/r>e 3'x2'P,pe S t•, Z" i - fmwvleld Streets. a _ -`�-" II_ / fNcyrH L , ,vo EMBEOREkir P shoo; have the fa/lowlrf9 ►•glues b' . _ Stye Note 3 � DETAIL M Itnles3 otherw/3e, 3hr)wr2 orf plan C; a 4' . •'�:t.:' -- E hors fbr• Ut -96'°r less, !. •3' 6N, P•5' ', `• •f4bt/r Iv ' • - -• . Tie bar (See Note .3 ) DZ O e f- ,'96% L •6'O', P•8' r I' J bars !. may be N,creascd 13r location of manhole 3hf/'ted to rnl� I pope 1 a•rx/s. When L greater t1k.)n tlat3tiewn ubae p specd'led, 0 bwv ahnll Loa continued 6'a c IZ- D BARS 3hol/ be 114 fbr Dt -39wc r 1033, 05 Mr Ot • 42" to 84'inc/wire and Iv 6 for OZ - ,90 *or over Tie bar -3 shoo/ be •3 bora 13 - f'� r 3000 p 3.1 a t Z8 abys lQl4 -Centerline of rriAet faipe to %nteraect 03iA Bice of c: caneof4prirx31ray line unless otherwise shown 0 /5 Who -re Pr assure M, onlab Ab.2 rs sp tcitled ar Dloic; see Sid Dwg 2 -D210 rule J. SUPERSEDES DWG. N0. 2-D103 RiFtERstVcas RgvlsloNs LOS ANGELES COUNT 2.0/07 »Aw+1 »ere oe•tw1►r,o» FLOOD CONTROL OISTR 2 Dl7l8 59 kkfr%sed MANHOLE NO 2 til X R. • _ _ �.gpr%/k�l/19 /1/119 - inlet elewtlon I oppli83 a t thin point • .- 4-• I�•r'-'4� t - 4*4, /6 tic both 11(1y � b be u3ed when Y, is S CT! N -6 GO'olrovler - - Pepe seat /evsl E bar_, N ,' ,� cy,•� 4 ``i _ -'`1 -se • - • I : 1 �, 1 I I I •..Q rJ r' I 1 , I . �,,-I. I 1 P I Z :� p C:71 T t 4- or T/q or. Tl I r tplpe) or . Sea hole of ' ' 1 1/,4 (Alch 1 , -- -- ---- I f ---&-------A.— T ) I 212/0 0 0.54 Add4d dote PLAN. SECTION ANI Of i I 1 _ _' ,1 2 -096 " ® 10-54 Added hole Spoctn9 0 TAI L E I _ �j %. , _ - J •- 2- D 472 �9- 74 Step MN f/C e►Pwovseer - - --- lts r.of , 4 q&-clobpOli JCC No] te 8 cr• r e see SECTION - ]I/O ws ^ gr DAT[ 12-53 NO. I04SHKIET I I ___ mag�� of T (Pipe) or I T2,1 (Arch) -. -- I A i_ 1 �__ .-•- f I T I'.,rpel or I?A (Arc A) T f 4- or ror Tj e See Note 3 I - t Iz '�- f e - t I 91 I 1 1 1 I I I _� __1k_aI r�_--- - - __ _�d �, r LT f 4'or T?4 or )r,• H -`- - Sed Note 31. ' _ PLAN t Te P (Set Note S) - .I .. I 1 ` i Vale to L T (Pips) or L TIE 4 -or T34 or TSA (Arch) Sire No11 3 y.�y— =t .�� _y•—r SECTION A AL GENERAL NOTE STATEMENTS ( APPLICABLE TO ALL WORK IN CALT RANS R /W ) An encroachment permit is required before any work may begin in or near the State right of way. All applicable General Note statements shall be shown on the plans. All work within the State right of way shall conform to the latest State Standard Plans & Specifications or as directed by the State's representative (Standards other. than State Standards must be pre -approved and justified). No equipment or materials may be stored on the State right of way . ALL disturbed areas in the State right of way must be treat- ed for erosion control (hydroseeding or equivalent, or as directed by the State's representative). The responsibility for maintaining erosion control will not be released until the seeding is well established. The Contractor will be responsible for the cost of Caltrans cleaning any drainage structures/channels which have become cluttered with debris and/or silt as a result of, or caused by, the construction project. Access control on the freeway will be maintained at all times, i.e., the work inside the State right of way must be fenced off with no access to the work area from the freeway. No freeway ramps or freeway lanes may be closed or obstruct- ed at anytime unless specifically allowed per the encroach- ment permit and/or as directed by the State's representa- tive. ALL fence relocated to facilitate the construction of this project inside the State right of way shall be replaced with type CL -6 fence as shown in the State's Standard Plans or with a reinforced concrete block wall in accordance with acceptable local agency standards. I Where Type CL -6 fence does not exist, the State right of way fence must be upgraded to type CL -6 fence, as shown in the Standard Plans. )F Arr.A may hav a horseshoe - shopdd. crrculor, elliplivol or similar class - section. -r---e -, 1 I �. 1 Pipe w Arch ] I / . 00170/ -0-11 -r-: �.. R r--.-- Bae or ofen ro Pfps -lyse cons/ jl o/ Oox or arch Bol to arch- Via toys/ ^^!OT S SEC ION_ B -B /1 of Dar :`- / Tha NI`rtze,itol onght o/ Ji✓cryrnca or ;;onveri7ence, 9, shill not exceed 5.45' 2 fteint,•rciny s/dal bur sires, sAlacirty, poliefn arrJ cover over the sts•if shat/ Oe a., follows Box to pipe and bo % to oT ch - that o/ box set 'ion Arch to pips.•-- that o/ arch sec 14v,. Arch to orc� - that o/ arch section hoi my that thicker wells. The Oar lengths shut/ vary daltormly throuyl►oul the Ironsil,on J The concrete th,chness ;ho/l be as /allows: Bur to pipe and or ch to pipe-4hol of arch or box section unless the wall rhiclll►ess of the pipe plus 4 inches ,s filrr.r/er, in which case the concrete thic,hnrss shall vary uniformly tion; that of The arch or box section to iiia/ of the pipe wall plus 4 inches i1ox to orch and or -.A to arch -lAo/ o/ the od/orniny box or arch section at each ef►d at the transition and shall vary uniformly Delloidn the two ends. 4 Tle rnlerio- svrloce shall be smoc,14 on,l volt' uniformly betneen the fro aJi0141.al1 secl,ons. J. 41 p!pe Ivat, •ufe, embedn►e'Tt P shall be 5 rnchas to, pipe sizes or 96 inches lir less, and 9 inches for pipe sizes over 96 inches. 6. fl�- 11000 p s I. at 8 days 7. Keyed construction /oints of the same dimensions as /hose of the box or orca seclroa may be currier; through The transition structure ut t4e contractors oplion. Ser Sec d - B above. B the fronsfllon structure shall be constructed in accordance with the general structural notes applying to baa or arch structures shown on the project drawings SUPERSEDES STD. DW6. NO. 2-0185 ALL State drainage structures/channels must first be com- pletely cleaned of debris and/or silt by the contractor prior to making the connection. Where survey monuments exist, such monuments shall be pro- tected or shall be referenced and reset pursuant to Business and Professions Code, Sections 8700 to 8805 (Land Surveyor's Act) . All signing, striping and pavement markings shall be in conformance with the current edition of the Traffic Manual, published by the State of California, Department of Trans- portation, and the Special Provisions. All pavement mark- ings shall be thermoplastic unless otherwise noted on the plans. The exact location of all signs shall be determined in the field by the State's representative. All conflicting striVihig and .pavementmarkings. not shown on the plans shall be removed from the 'pavement by'sandblasting by the cotritractor'. ' z.. Y i `s All canfl'ieting iglg•ns" shall be tither removed or relocated , :`l,, ".o T by the cotntractl�r. - . Relocatable sig ns'.shall'`.be installed:_ os,1., ,f specif i111 ed• oft-+ tete .plans or as determined' in the f i,eld � by the+, ;�' `- State's representative. ' All signs, roadside markers, electroliers, etc., shall be protected and/or replaced in-kind according to the current State Standard Plans and she current Traffic Manual, at no cost to the State. - Loc agency (City,County, etc.) Standards will be permit - ed in the tate ' h way only if they exceed State Standards an re approved'Or. ori erm i auance., AALL ,STORM .I RA%,1;1 C0A1A/6G7-/D/l/ %101X1T5 -SWAGL n 66:7- 2� CALT/2AAJ5 STA4/P,4A0 ,5,o, ---c/ F/GA7-10,1! d /- /. OZ/ 51105E471Wit/E. '''<.. T t 4- or T/q or. Tl I r tplpe) or . Sea hole of ' ' 1 1/,4 (Alch 1 , -- -- ---- I f ---&-------A.— T ) • - . P (Set Note S) - .I .. I 1 ` i Vale to L T (Pips) or L TIE 4 -or T34 or TSA (Arch) Sire No11 3 y.�y— =t .�� _y•—r SECTION A AL GENERAL NOTE STATEMENTS ( APPLICABLE TO ALL WORK IN CALT RANS R /W ) An encroachment permit is required before any work may begin in or near the State right of way. All applicable General Note statements shall be shown on the plans. All work within the State right of way shall conform to the latest State Standard Plans & Specifications or as directed by the State's representative (Standards other. than State Standards must be pre -approved and justified). No equipment or materials may be stored on the State right of way . ALL disturbed areas in the State right of way must be treat- ed for erosion control (hydroseeding or equivalent, or as directed by the State's representative). The responsibility for maintaining erosion control will not be released until the seeding is well established. The Contractor will be responsible for the cost of Caltrans cleaning any drainage structures/channels which have become cluttered with debris and/or silt as a result of, or caused by, the construction project. Access control on the freeway will be maintained at all times, i.e., the work inside the State right of way must be fenced off with no access to the work area from the freeway. No freeway ramps or freeway lanes may be closed or obstruct- ed at anytime unless specifically allowed per the encroach- ment permit and/or as directed by the State's representa- tive. ALL fence relocated to facilitate the construction of this project inside the State right of way shall be replaced with type CL -6 fence as shown in the State's Standard Plans or with a reinforced concrete block wall in accordance with acceptable local agency standards. I Where Type CL -6 fence does not exist, the State right of way fence must be upgraded to type CL -6 fence, as shown in the Standard Plans. )F Arr.A may hav a horseshoe - shopdd. crrculor, elliplivol or similar class - section. -r---e -, 1 I �. 1 Pipe w Arch ] I / . 00170/ -0-11 -r-: �.. R r--.-- Bae or ofen ro Pfps -lyse cons/ jl o/ Oox or arch Bol to arch- Via toys/ ^^!OT S SEC ION_ B -B /1 of Dar :`- / Tha NI`rtze,itol onght o/ Ji✓cryrnca or ;;onveri7ence, 9, shill not exceed 5.45' 2 fteint,•rciny s/dal bur sires, sAlacirty, poliefn arrJ cover over the sts•if shat/ Oe a., follows Box to pipe and bo % to oT ch - that o/ box set 'ion Arch to pips.•-- that o/ arch sec 14v,. Arch to orc� - that o/ arch section hoi my that thicker wells. The Oar lengths shut/ vary daltormly throuyl►oul the Ironsil,on J The concrete th,chness ;ho/l be as /allows: Bur to pipe and or ch to pipe-4hol of arch or box section unless the wall rhiclll►ess of the pipe plus 4 inches ,s filrr.r/er, in which case the concrete thic,hnrss shall vary uniformly tion; that of The arch or box section to iiia/ of the pipe wall plus 4 inches i1ox to orch and or -.A to arch -lAo/ o/ the od/orniny box or arch section at each ef►d at the transition and shall vary uniformly Delloidn the two ends. 4 Tle rnlerio- svrloce shall be smoc,14 on,l volt' uniformly betneen the fro aJi0141.al1 secl,ons. J. 41 p!pe Ivat, •ufe, embedn►e'Tt P shall be 5 rnchas to, pipe sizes or 96 inches lir less, and 9 inches for pipe sizes over 96 inches. 6. fl�- 11000 p s I. at 8 days 7. Keyed construction /oints of the same dimensions as /hose of the box or orca seclroa may be currier; through The transition structure ut t4e contractors oplion. Ser Sec d - B above. B the fronsfllon structure shall be constructed in accordance with the general structural notes applying to baa or arch structures shown on the project drawings SUPERSEDES STD. DW6. NO. 2-0185 ALL State drainage structures/channels must first be com- pletely cleaned of debris and/or silt by the contractor prior to making the connection. Where survey monuments exist, such monuments shall be pro- tected or shall be referenced and reset pursuant to Business and Professions Code, Sections 8700 to 8805 (Land Surveyor's Act) . All signing, striping and pavement markings shall be in conformance with the current edition of the Traffic Manual, published by the State of California, Department of Trans- portation, and the Special Provisions. All pavement mark- ings shall be thermoplastic unless otherwise noted on the plans. The exact location of all signs shall be determined in the field by the State's representative. All conflicting striVihig and .pavementmarkings. not shown on the plans shall be removed from the 'pavement by'sandblasting by the cotritractor'. ' z.. Y i `s All canfl'ieting iglg•ns" shall be tither removed or relocated , :`l,, ".o T by the cotntractl�r. - . Relocatable sig ns'.shall'`.be installed:_ os,1., ,f specif i111 ed• oft-+ tete .plans or as determined' in the f i,eld � by the+, ;�' `- State's representative. ' All signs, roadside markers, electroliers, etc., shall be protected and/or replaced in-kind according to the current State Standard Plans and she current Traffic Manual, at no cost to the State. - Loc agency (City,County, etc.) Standards will be permit - ed in the tate ' h way only if they exceed State Standards an re approved'Or. ori erm i auance., AALL ,STORM .I RA%,1;1 C0A1A/6G7-/D/l/ %101X1T5 -SWAGL n 66:7- 2� CALT/2AAJ5 STA4/P,4A0 ,5,o, ---c/ F/GA7-10,1! d /- /. OZ/ 51105E471Wit/E. '''<..