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HomeMy WebLinkAboutR_5771_S)( )( x------------ X ! I ; ! I ; ,, )( ~ ill .c, 8!:l .c' UN c• ., ... _!!! !c ...... .ig SHEET T BS-1 BS-2 BS-3 BS-4 BS-5 BS-6 INDEX OF SHEETS TRANSPORTATION CORRIDOR AGENCIES NO. DESCRIPTION TITLE SHEET LAYOUT ELEVATION AND TYPICAL SECTION DETAILS DETAILS WALL ELEVATIONS AND DETAILS STRIPING PLAN PROJECT PLANS FOR CONSTRUCTION ON SAN JOAQUIN HILLS TRANSPORTATION CORRIDOR STATE ROUTE 73 IN ORANGE COUNTY BONITA CHANNEL BICYCLE CROSSING No. 55C-625 CONTRACT 590-19 -SECTION 4.1.4 To be supplemented by Coltrons Standard Plans doted July, 1992 JANUARY 6, 1995 BEGIN CONSTRUCTION STA o+oo BISON AVENUE BRIDGE No. 55C-616 MacARTHUR BLVD S/B OFFRAMP OVERCROSSING ( MB-3 > No. 55-733 EAST MAINTENANCE ROAD MacARTHUR BLVD NIB ONRAMP SEPARATION CMB-8) No. 55-735 r-.. ! AS RlJll~T I (.'"::A nRCl(TTOH~ T:m ,r,pmv-o,'71<Wl. n:.,,·c ~-p;;., 1 li,:ita'.~J 1f, St bs1art.1al Cort1rhr~•,,c._, ,..., I-~; '.': '~10t. .ti"'JO <;:? ,v"L, ,.. ;,own .::,n 1hGSt\ /•.:., Et. :; r':~1' 1 ~,rKi w/h ti., 1 , .. 1.J ,::.ti-tPW:J.serioit;-"! ,.~ 11ir~ P'"'l/i•\ }S~C/i{.,;;i Un~. ,/"' //! -~L~*c! I $' "'·-;-1.•:ti1Jr-:,-: • .,. -~, 1· ' , -· ----.-r·-'\t' r , ~ r ,r,.,'"."~.,.,~ r 1 •• ,.<--J i">:,,V)l•y --_{; ,,-:·, ~' ,' "! ,-, ,\ t:'..'.~~,',\ • ,~; U -·J ,:-J f ll) I 'I) ~Si Bu '1 . ',~ ". I /\/() i-F ......... .... 0 ............. END WEST MAINTENANCE ROAD RAMP MB-8 MacARTHUR BLVD OVERCROSSING No. 55-734 CONSTRUCTION STA 1 +94. 24 400 200 0 400 800 I 1-1~~1---1 GRAPHIC SCALE ,-..,._ TITLE SHEET LAYOUT ELEVATION AND TYPICAL SECTION DETAILS DETAILS WALL ELEVATIONS AND DETAILS STRIPING PLAN The followlnQ aheeta of the Bonita Channel Blayale CroHlnQ have been approved by the city of lrvlne1 T TITLE SHEET BS-I LAYOUT as-z ELEVATION AND TYPICAL SECTION BS-3 DETAILS BS-◄ DETAILS BS-5 BS·5 BS·& BS·& Approved by City of lr'vlne City EnQlneer Mark Carroll RC£ No. Date DIST COUNTY ROUTE POST MILE TOTAL PROJECT 12 ORA 73 Ul!IJIIA IIEJCH 73 PROJECT----- LOCAT I ON LOCATION MAP 11!1£A1Ef011COIISIIIJCl10N W 'Bil llllli ..,,.,IQN m l"41FD "lll C0N1TRUC1D1 ac,..., ... 1.4 IICT<U CIIOSSINQ I ~-~ Ent!"'- ).b3lJ., Dalo R. ~ W,1 -,IL-'i.=~...:i..i...-l'..Jl:.!.,,;.;;...;.__-1 ~ RCE 32636 11;; vii Enolneer "' Exp 1213119 NGINEERS C IV\\. 17390 Brookhurst Street, Suite I OF Cl\! F'ountoln Volley, CA 92708 Plans Approval Dote Prepared for ,, JI; ,, ', t -~, ' ' CALIFORNIA CORRIDOR CONSTRUCTORS Prepared by I • ,. PARSONS DE LEUW INC . 2 Venture Sulte 550 lrvlne, Co. 92718 SIIEETIOF 7 -- Contract No. S90-19 90 i::; IL II. --------------------------------------~F---O"'.'."'R~R-ED ... U_C.,.ED_....f>L_A_NS ____ o ______ 2 ___ 3 _______________________ ~ ______ .1,__---r--L---------l --,. ..... ,..._ ...... ...... ·---- N in • ... fO II ! a XO aw-m O mil) ccS g -~ l 0 i 1.18,S -•• N ~ " " i .. N • ~ + 0 0 UJ 1z1 \ \ \ \ J.N. 34&.02 02/13/ta 07:15:47 FU.£ • 1t\ACADDATA\345.02\PUNS\.BCC\34e02BS1 f'\11 STA • 0+39.77 f'\11 ELEV • 50.98 30.00' vc ,,,,,,,.., ,,,,,,,.., f'\11 STA • 0+69. 77 PVI ELEV • 50.99 30.00' vc ~ ~ Q. ~ m ~ N • m . 0 ~ ;t; • ... 0, in + 0, PROFILE + 0 0 PVI STA • 1 +58. 77 PVI STA • 1+78.77 PVI ELEV • 50.99 PVI ELEV • 49.99 20.00' VC 20.00' VC ~ ~ ~ ~ Q. " ~ • " f9 " 8 R ... ~ • ,,, " • 00 II) :8 ci• ~ O> co • + ~ II) N .... a, + + .. • ... 0 ... 0 0 Bicycle Crossing i. ~ ~ II) SCALE Horlz: 1 •-= 1 O' lz1! ~ II) 0 ~ UJ UJ ~g 1z1 1z1 Ton G 0.03% II" .S-1o ,~ ~ /._ ~Ir AC ~emenf', ......._ rrog:ySta 0+37.-40 --, To~ndg 4:1 I ----- Bridge Pier I I ~ B Sta I Ii 1.-1-1 1----1 -"-..LI t---Toe of Slope ~o..,e ·6~ o~~ ~ \ PLAN DESIGN 1W Vert: 1•=1• Riprap \ Hand I ..... 1z1 8. 0 -C/J ~, 1 I 0 (/) I 0 ~, Begin Base Fl9w Chann'I Bottom 50' Tr~nsftlon From 1 O' Wide To ' Wide, Similar Down ream ORIGINAL SCM.E IN INCHES FOR REDUCED Pl.ANS 2:1 2:1 l ; ~ , 0 1 X m 8. 0 -C/J I 0 -oa )( ifirn ag m an G -5.00% 0.65,S Edge Of Shoulder--- --·6~ £cite Of~\)(~ y.o / 10' 15' AB I ]' ,~ ., u 3 C i~ (/) +' • C a, ·-I"") a r.n 2 I"") -,;I z ~ fl# 2 3 GENE rOSIER TCA CORRIDOR MANAGER cu EA 12-332 1025-40 DIST COUN1Y ROUTE POST .. LES SHEET TOTAL TOTM. PR0JECI' NO. SHEETS 12 ORA 73 ESS1 IIEI.EAIIE F'0A CllllSTIIUlffl0 ,DRY R. MJIX) i.• llll1l11 I~ DUCIIPl10N .., FA1fD "'lR CONSTIIUCl10N SEC'110N ... 1-~ IIIC'l'Cl.t; cm I I NO t PlANS N'PR<NM. D.\TE , 12/31/rl • Notes: IWA ENGlhEERS 17390 l!tNokhunrt 9l Suite 100 Fountain Vaney, Calkmle 92708 ABBREVIATIONS EMR = East Maintenance Rood \ WMR • West Maintenance Road BCI< • Bonita Channel t BX • Bicycle Crossing l GB • Grade Break RCS -Ht9.h Flow Box Culvert t RJ -Railing Expansion Joint 1 F'or Wall Elev See 85-5. 2 Cement Shall Be Type II Modified or Type JV. 3 F'or Box Section See BS-3 4 F'or Stripin9 See B5-6 5 Rlprap Facing, Method B, 1.5' Thick 6 For Expansion Joints (Hand Rall) See Detail 8, BS-4 7 Use Sulfate Resistant Cement, 1ype V () Curve Data Curve Radius Delta 1angent Lengtn 1 58.00' 38"14'1 ~ 20.11' 38.71' 2 55.50' 7713'1 ~ 44.32' 74.80' CML //--1 or e>.\.' r----. 3 ... 69.00' ,. •1r 55.13' 93.03' ~ • • I 75 .--- 4 31.74' 33"22'4.: -9.52' 18.49' 5 -65.001 . , .. 25.72' 48.99' • • 6 , 30.00' 36°52'1T 10.00' 19.31' 75 1 (PERFAf#5.0()4) l -~-. --- BRIDGE NO. 55C-625 POST MIU: DESIGN DATA PER OCEMA CRITERIA l.NEl.(W) HS20 DEAD LOAD Earth Load per Mareton'• Formula: W•120 PCF l<u•l<u"•O. 1 SO Bcl•Outalde -..Width Of Box Plus 3 Feet .-A---8-8-IJ-lL_T_ Side Earth per Foot of ~: 38 pcf Drained CActlwi 94 pcf Undrained (At ..t) 56 pcf Drained (At Rfll) 0 NoCh•,ON Weight of Concrete 1 SO PCF ALLOWABLE ST'RESSES a Cllenged u Mlllltd A9-BulltDm: {Per P<19e 33 of OCFCD o.lgn Manual) fc'•3000 PSI • 28 Daya For o.lgn, fc'•32SO PSI For Construction fc•13SO P.S.I. fa•24,000 P.S.I. n•9.28 Shear and Bond st..... per N:.I 318-83 Maximum Bearing Pr1IIure For Wall And Culvert Foundation• • 1.5 TSF APPROXIMATE OUANTIJIES Structure Excavation .............................. 1042 CY Structure Backfill .................................... 839 c-'f Structure Concrete .................................. 403 CY Bar Reinforcing Steel (Box) .................. 61,813 Lb Tubular Steel Hondrail ............................ 5,560 Lb MBGR ....................................................... 50 LF Riprop ....................................................... 360 Tn QCM lltLEASE r.ta 2 t 1995 HJII cor;s rRUCi!ON 8S-1 BICYCLE CROSSING CULVERT LAYOUT DISREGARD PRINTS BEARING STAGE ONL: 2 7 EARUER REVISION ll4TES -► ---' ....... .......... ....... ....... ....... ....... --- ....... MacArthur Boulevard Overcrosslng Bridge Deck ftEI.EAE R)II C0NSl1IUC'IIOII LJUCNPllON l'FJFAPD oat c:aNSTRUC:110n sa:,iON 4.1.♦ IIICl'a.E CAOSSINQ : DIST C0UNIY ROUTE 12 ORA 73 PLMS N'Pf".(NAL MTI: IWA ENGINEERS P0ST MILD SHEEI' TOl'AL TOl'AL PROJECT NO. SHEETS ESSI Off R, 10(1) laD31 12/31/rl CML 17390 Brookhum st. Suite 100 Fountain Valley, Callfomlo 927119 or tt.\J ;H i---MacArthur OC Bent 2 - IO N -......... ......... -' ....... ....... m m C ·-l ,_ ,.._ _,.._ i-----------32'---------__.. __________ _ . - + - 32' m ~ ,, t!:i ,.._ ,.._ • ~ + 51.06 ..... 51.06 ~ ---_/OG 0 --. -~-95" Relative Compaction At Box -----------------------=--=--::_._-.-----------------------------------~!f---j---~B~ot~h:...:E~nd=s:.....:C~ro~s=~:n~g------ -----1t----------,1--------n-----_.::;:::...;;;::,;.---==------n---------, -,1 ', I I I -- : 12· w x a•-cf H 12· w x a•-cf H 12· w x s•-cf H 12· w x e•-cf H T2r-w-x-Pl-cf H 11 I \ 11 > I I 95,C Compaction Line of Low Flow _/ ' -..... 0 All Walls, I -i I 5'-cf 2' Channel Backslope ' ......_ I I Both Sides I Inv 42.25 i--;:...._..::........~--1-o-2•-cf -----Beyond '--- - - - -i --i ---:f~=:i::-=-=-::-=-=-=-~-=-=-=-=-:_::_::_::_:-_=_:_:_~_::_:-_::_=_::_::_::_:-_::_=-"S'::;_::_~St::v_:-r;=fo=-a::~::_::_::_:-_=_:_::_::_::_:_:~;-~-_s_;;;...._;:i__j__,_~r~-::..._.,_. .,, r----, 1:1 - o,c Compaction i i r_t} 1::--::-::-::t=-., +----~ r-----------7 r-----------7 r--------~..&,,,1==-[1_, AS BUILT (32.75)~ I I I I I 11 I 1 • NoC"--:' :, •• ' •• •. L---1 r----' I I I I ------High Flow Bypass RCB L. .J ,,_,_.. ~-r -.L - -..L - -7J L1· L.J j L1· I \ 11 " I ---7L.Jr---c c11111pc1nM1,bJ I \ ' A1-81,11lt DD~I ,o For Channel .. . .. :=;... • '-----------------:.H---t-------------+--.L-------------------------------_L __________ Details See 1-=::F-:::-+ ="-=-' _________ _ DATUM ELEV 30.00 1+00 24'-cf 0+00 IO ...._L ________ J 0+50 HYDROLOGIC SUMMARY -BICYCLE CROSSING DRAINAGE AREA• 5 SQUARE MILES ASSUMES HIGH FLOW DClUBLE 12 X 10 BOX IS DISCHARGING 4600 ds Frequency (Years) 100 Discharge (Cubic Feet Per Second) 1500 Water Surface Depth O Sta 43+05 4.75 Water Surface Elevation O Sta 43+05 47.02 DESIGN DEl'AILS J.N. 346.02 02/13/GS 07:21:20 lt"II P -1.\. .,.,I.P\f'\.I.T.&( ::. ..... ~ al aum ~ "R.t&ll"Dl!ill ... ... CULVERT ELEVATION Scale: Horfz 1•-5' Vert 1•-5' Debris Wall 42.25 Riprap (See Down Stream'-- Form Place Concrete Against Undisturbed Material Or Structure Bacl<flll 95,C Relative Compaction CHIDklm F. Pugh P. Busher ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 19'-cf b I • N 15.75'R Inv 42.25 NOTE: ,__ ___ 13•·------11·--- Rock Size (lbs) Percent Of Riprap Smaller Than 1•-Cf (Typ) ..... Profile Grade 2,C Flow • Facing• Riprap 1H---Safety Railing 2-Weep Holes External Wall Only ~ Above Invert With 1 ' CF Sack Gravel 200 75 5 -+------- See • construction ------.-F-TT ----, - -JL -¥ Rlprap CTrplcal) ~---2' Thick Facing• Joint Detair I Sheet BS-4 2,C Top Of High Flow Bypasa RCB 7' (Typ) Inv 41.77 ---tr Thick Filter Layer ('2' Uniformly Graded 0 100 50 10 Gravel Approach Slab Cutoff Wall Cont.---, .... ,~ Structure Form Filter Fabric TYPICAL CULVERT SECTION Backfill 95,C Relative Compaction QCM ~i.,;~ FE! 2 1-195 itQft CQt-JSTRUCT.IOri 1 2 Scale: Horlz 1•,.. 5' Vert 1•= 5' 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 Place Concrete Against Undisturbed Material Or Structure Backfill 95X Relative Compaction BRIDGE NO. 55C-625 BICYCLE CROSSING CULVERT BS-2 POST MILE ELEVATION AND TYPICAL SECTION DISREGNW PRINTS BEARING EARLIER REVISION DATES -• REVISION DATES PREUMI ~ ONL: SHEET Of 3 7 b I -... b I -Cl0 'b, v-f4012" ire #4012"Ef' Typical Culvert Relnf It ' #608" #40'1' 1 1/2" Typ It f4012"Ef' ~ 8 ' 2x3 Keyway ·-a. -Cont (',I en .,. {'401 \,, ~ • a"OC EW T&B 2'-<1' #5012"- v • -. . . . . . ~ i,.., . DEBRIS WALL SECTION AND TYPICAL APPROACH SLAB 1 CHANNEL DETAIL 3/4•• 1•-d' BS-1 3/~-1'-<1' #501-:1' OC 30'L 4'-f!' X ong 11 '-d' '--0 ~ r f9O16"0Cx24'Long f7O1"S' Longitudinal Bars f4O12"0C (Typ) • , • ~ . -. . . . . • I • -. • ~ .... • . . . . -. . . . . . . . . -. . . It • / \_ #4016" 0Cx25'-4• Long . ' ~ 4"Fillet (Typ) It • '--. ' 0 . ' ~ . ' . ' ... It ► ' ... • It ' • f5OT0C-• ' It ' #401~0C f4O18"0C #4016"0C . ' It 2" Cir . ' 1 1/2" Cir • 1 1/'t' Cir 1 1/'i' Cir It ' ► fso14•0~\ It Longitudinal Bars ' #406"0C (Typ) \ Longitudinal Bara • It ' 2x3 l<eyway Cont (Typ) f40ff'0C (Typ) . ' -It ' 1 o•-<f CTvP) C, . ' ,,, C ·-I ~ ~ E It -r #401 6" 0Cx25'-4" Long . ' ,,, I 0 -z 'I. (',I '-' , . -. . • I . . • --. . -. • • . . . . . ... -! -. . . --. . . . -" \ • d \ \_#7016"0C 'C_ #8012" 0Cx30'Long ~ 2'--;1° fso14•oc (Typ) 3'-1<J' Longitudinal Bars t!' t!' 12'-<1' #4O'/'0C (Typ) SPAN 1 CULVERT SECTION DESIGN ORIGINAL SCALE IN INCHES f401f!'EW,EF 1 '-f!' ...... ---2'-<1'----- Max. 2:1 To Vertical Typ For Both Sides~ 2'-<1' CHANNEL TRANSITION SECTION 11 '-<1' (1' (Typ) Typical Approach Slab Reinf DIST COUN1Y ROUTE POST' MILD SHEET TOT'AI. TOT'AI. PROJECT NO. SHEEl'S 12 ORA 73 Pl.Ne l#PfftNAI. D\TE IWA ENGINEERS 17390 Brookhurst st. Suite 100 F'ountaln Valley, Callfomla 92708 R£LrASE F0R C0NSTIIICmON llDCIIPTlON llfl FA9FD f'lR C0NSTftUCl1Cl'I IIECT10N 4. 1 .4 IIIC'l'Clf CIIOSSING : ~ Symmetrical t 'r' (Mirror) I 1 2' (1' 11 '-d' 1·-~I r'10,"S' r #9016" 0Cx20'-4• Long .-f5O1-:1'0Cx30'Long r #7013'-<1' -I . • • • • • . . I . -I - --. . . . . . It ' L2·-t' ~ • I , 1•-4• I • • I . ' It ' . ' I It ' It ' 1t I , 1 o·-0" (Typ) 1 '-4" ' ,Typ) It ' I \, "' • I . . . . . . . . . • -• I J -. -. . --. . ' \_ #7016" 0Cx1 0'Long t!' 12'-<1' SPAN 2 GENE FOSTER TCA CORRIDOR MANAGER • . . . I • . . . . . . -. . . . . \_ #4016"0Cx12'-6"Long I 1 C1' I I AS BUILT 8NoCIIIIIQII I a Ctlangld H Mlflllll Ae-Bullt Dete1 . • '!!!'JI!""'. , .. -::::J; I 1 o·-0" (Typ) I r #4016" 0Cx12'-ff' Long • . . • . • • . . . . . . -. -----. . . . . . • \_ f7O16"0Cx10'Long 2'-<1' f8O12" 0Cx30'Long 12'-<1' SPAN .3 . . . It • r . ' It ' . ' • ► ' It ' It ' It ' b...-► ' ,,, It ' It ' ► ' It ' .. w'" ~ r - QCM IU;L F.£;-12' EASE e fOftCON$TR UCTION BS-3 BRIDGE NO. 55C-625 BICYCLE CROSSING CULVERT POST MILE DETAILS DISREGAAD PRINTS BEARING REVISION Of. EUMIIM't' STAGE ONL.: SHEET OF FOR REDUCED Pt.ANS o 1 -2 3 cu 12-332 EA 102540 cARUER REVISION DATES -4 7 J.N. 345.02 02/13/15 07:2&:11 ALE • l:~DATA\3~.02\PLANS\BCC\34502853 j r--------------------------------------------------------·· 1 •-r:J'--i---+-- 1 /2" Exp Joint ~ Required 3/8" Up PARAPET DRAIN NTS tfXtf Nominal Block-Out Approach Slab or 4-Places, See Plan Culvert Reinf 1 'L' Min (Typ)1 ~~~~ i.--#5Ofl" EWEF #4 Hoops 0 1'1' oc-- 1 '-r:J' 1'-<1' East Maintenance Road Varies RSP Fabric 6' For Thickness & Gradation See •Typical Culvert Section• BS-2 •Facing" Riprap Filter Gravel & Filter Fabric Back Fill ~MT~J- Bonita Channel 1 1/2:1 Or Flatter DIST COUNTY ROUM PCSI' MILD SHEEr TOl'AL TOl'AL PROJECT NO. SHEEIS 12 ORA 73 PLANSNiPR<NAL ~TE IWA ENGINEERS 17390 Brookhurst st. Suite 100 Fountain Valley, Cafffomfa 92708 PARAPET WALL DETAIL A RETAINING WALL SECTION H 20 Diameters i--------'--4-'t' ---1· . I I. 1 •-r:J' CUTOFF WALL FOOTING STEP NTS CONSTRUCTION JOINT DETAILS 3/4"= 1'-r:J' -- '° I • ... . SAFETY RAILING ·-_, .... 1 •-r:J' ~«f ~...._ ~t::-... f5O18"0C ~ ' #5O18"0C 95X Compaction ' Behind Ret-Wall -' l (Typ) .. .. , ~ ' '1' Cir (TypJ :::E .( b • ' I ~ • 0 ... "0 f7O18"0C ~ I, t{ 018"0~ (f e iB rt-~ vf5O18"0C .... 0) • Al 03 '1' Cir (Typ) b Na.f I • ' II) -.c 4'-'1' 2·-rt .... 51B .... :, .... (.) fsofl"\ '--I-~ 'r Cir (Typ'. ' -' • . ,. • \ l>Longitudi . Bars .... LC) I fg • C 0 :g i [iJ --I b I nal r,,i oc -~ ' '\_ t5O18" Lo :1' Cir , , -~·· #7s yp) b I • N f5s -~ 1 '-9" ~1so18"oc I l.1·-3".I RETAINING WALL SECTION J.N. 346.02 02/131118 07:29:12 "'' C' -I.'\. 61'1,nn.&TI,{ ,.a111 ti'}\ Pl AN<\ AN"!\ U.111\?ACa NTS f7s SAFElY RAILING--.... 95X Compaction Behind Ret-Wall (Typ) #801t'OC i~o1t'oc 7 Cir 6'-'L' .... sotfoc 3'-fl" I . 1 •-3". I RETAINING WALL SECTION 3/~-1'-r:J' DESIGN Ill' DETAILS Ill' QUANTITIES ., 1·-rt f5O18"0C f7O1t'OC LC) ~ 1' en~ '1' Cir :::E • II) la b ·c.- I ~i ~ ... -ow ~= I rt e g 7O1't'OC m .... , Alt b Ou Na.f I . ' IO -.c .... 3'-0" 5iB .... :, (.) 'l' Cir _,., #5O18"0C F.Pugh ama P. Busher F.Pugh F.Pugh ORIGINAL SCAL£ IN INCHES FOR REDUCED PLANS TS ' , BS-1 NTS Long Tube Steel Top of Parapet ~TS Typ Expansion Joint Top Rail Only . EXPANSION JOINT DETAIL NTS -X s·-~ Poat Anchorage Per Detail 811-51 AS BUILT • NoChlngN □ ClllngtdQMlrlald Aa•Bullt Dat~: . ' I v . = ·-' . .... IO .... .... .... .... .... .... i--------,___ ------------ BS-1 TS 3x2x1/4 TS 2x2x1/4 TS 2x2x1/4 ~ .... ELEVATION SECTION X-X X SAFETY RAILING DETAIL All TUBE STEEL GALVANIZE 3/4·= 1·-rt DESCRFIM'I IIElEASED FOR 00IISIII\ICl10N SECTION 4, 1.4 BICYCLE t'RDSSIIG : Terminal Section Type B, Ane I Layout UneJ k>TS 2x2 3/16 3/16 DETAIL NTS Terminal Section_/- Type A AnB DETAIL NTS Typ Each Side Retaining ~p Each Wall ert Side ~ 2x2x1/4 o s•-4• ax 1• Cir 1• Cir I 0 Box Paraeet ~ 0 Retaining Wall \,-.... \,-- .... ... ~ .... ;,; QCl\'I, Rrill&Mi fff-.21• FOff,.~STftUC'.tlON BS-4 BRIDGE NO. 55C-625 BICYCLE CROSSING CULVERT GENE F'OSTER POST MIL£ TCA CORRIDOR MANAGER DETAILS 0 2 J cu 12-332 EA 102540 DISREGARD PRINTS BE:ARING EARLIER REVISION DATES - REVISION DATES PREUMIN¥n' STAGE ONL: SHEET OF 5 7 Elev 43.0 Finished Grade Elev 51.25 Elev 50.0 -----"=>r-------.L.-~B!!eh~i!!;nd~W~a~ll __ _:E:,lev::.:_.:.50:.:·.:.01=-::~--7-========---===------:....:=...--f 1 /2" Premolded Expansion Joint Material (typical Box To Wall All Locations) Finished Grade 0 Face Of Wall ~-Elev 36.0 ~-Elev 40.0 --16.so•--------------s1.oo·-~-----=----------i See Section • r:' WALL 1 ELEVATION I I ----Weep Holes O 1 o• OC (Typical All Walls) ff Above Finished Grade \ Elev 44.0 Elev 36.0 i----21.oo·-----+-----22.00•----i See Section • r:' See Section • E." WALL 2 ELEVATION I I Elev 43.0 _44----.... ' _.I, I \ I \0 I \ (./) /' r+ , I co I Toe of Slope ---. ' \ \. , , Toe of Slope • Scale: 1 /rt-1 '-0" Scale: 1 /rt-1 '-0" 1 /2" Premolded Expansion Joint I -, ,-o I -· I a. \ I ,~ I !.O A,·.\ I (b I \ I ;,,,--\ l:D-I I -0 I \O -0 I -· ' I (b ', \-0 -· (D I -, ' ,~ I ', -, I 0 \ I 0 I + \ -....J I .f:,,. I . (X) I I I I I I I I I I I I I I I I I -, I I Q. I ,,.,. ', ro I 4: 1 I I -q ! ; (D I I ', --\--------------------~ L _________________________ -1---I ', L..------I ~-----------------~--J I ,,___ ___ -------- _1 __________________________________ , \ I \ L-----------------, \ WALL 1 ', I ,, :r-----------------'------------------------------------------------------f 90- 57.00' , I I I I --I ~ I I I ---------------~------------- ' I I ----------------------J I I I l WAL 2 21.00' PLAN Finished Grade Elev 51.25 O Face Of Wall----. Elev 50.0 Elev 50.0----....-~,-----.t-- Elev 40.0 --+----+--5• (Typ) r-+--Elev 36.0 8.50' I t-----19.00' ---t Top of See See Sect • t" Sect • WALL 3 ELEVATION _Slope~ 48 ,--46 .. N 44 1 /2" x 12" -Neoprene ----~ -t-=::--:-1 Strip, Cement To Toe of~ Box Only Slope \ \ \ \ I \ \ I \ I I Elev 51.25 Elev 50.0 ,,,--Finished Grade Behind Wall Elev 50.0 Elev 48.0 Elev 40.0 _g..-==::::::.t------Weep Holes O 1 O' OC Elev 40.0 (Typical All Walls) 8.00' 14-----19.00' ----+---15;50• --~ See See See Section • t" Sect • Sect • t" WALL 4 ELEVATION Sta 1 +55.54 BC 1 +48.77 EB r-----------------J ,~," I .... -r, ff Above Finished Grade Top of Slope 1 /2" x 1 ff Neoprene Strip Cement To Box Only Typical for 3 REI.EASE Fllll CCNST1IUCl10N l'fJFASFD l"lll CXINST!U:1l0k SECIION 4.1_. BICYCLE tw 65Ni I DIST COUNTY 12 ORA PLANS N'f'ftCNAL IWA ENGINEERS ROUTE POST MIUS SHEET TOTAL TOTAL PROJECT NO. SHEETS 73 ~ 17390 Brookhurst st. Suite 100 Fountain Volley, Collfomla 92708 lYP WALL DRAIN NO SCALE NOTES 2'-r:f AS BUILT ■ NoChlnlll 0 OhlntldllMlt ■• A,-1.,111 Dtll~ (D 4• Dia PVC Drains O 10'-0" OC Max. (y ff Square 1 / 4• Alum or Galv Steel Wire Mesh Hardware Cloth. (Min Wire Dia 0.025•) Anchor Firmly to Face of Concrete. @ One Cubic Foot of Pervious Backfill Material in a Burlap Sack. Securely Tied. G) Pervious Backfill Material Continuous Behind Retaining Walla. Material PLAN #4012'! '--+1 /2" Premolded Expansion Joint BS-5 DESIGN ., DETAILS ., QUANTTTIES ... J.N. 346.02 02/13/95 07:32:32 C'II ~ -I•\ M'.t.nn.AT.t.{ ""' n1\ Pl .t.NC\ Rr.r.\ :uM'>R!l:.'I --P. Busher f. Pugh F. Pugh c.-• P. Busher F. Pugh c.cc P. Busher ---=---=-~liiiiiiiiii~-::--=--:---, ~ TRANSPORTATION ~:--=~1 1aa_---=--::--:--,·~--...,---CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED Pl.ANS 0 1 2 l Material BRIDGE NO. 55C-625 BICYCLE CROSSING CULVERT GENE FOSTER TCA CORRIDOR MANAGER POST MILE WALL ELEVATIONS AND DETAILS cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION !».TES -► REVISION !».TES PRELIMINARY STAGE ONL: SHEEr OF (p 7 \ \ f,I) t r: e. ::, ,~ & i & 0. 15' \ "8 --------_,,,, Pier I \ \ \ --------l--------- \ -------- t BiCY.cle Crossing ~ ---- PLAN -------- ------------ 15' AB ., u C 0 C .! C '5 2 1, I ~ fR DIST COUNTY POST MILES SHEET TOTAL TOTM. PAOJE.CI' NO. SHEETS 12 ORA 73 ESSt PFJ FME FOR CONSIRUCTl0N DESQIFIION "fl PSfD '°" CONS111UC110N 9tC1DI 4. 1.4 PL#IS APPROVAL ,EM'(R,10(1) RCE l28.ll 12/31/17 IIC'W'Cl.EOI+ tO: Notes: IWA ENGlrjEERS 17390 Brookhurst st. Suite 100 Fountain Valley, Callfomla 92708 ABBREVIATIONS EMR • East Maintenance Road \ WMR -West Maintenance Road BCK -Bonita Channel t BX -Bicycle Cro11ing t GB • Grade Break RCB • High Flow Box Culvert t RJ • Railing Expansion Joint CML ~./1--1 or ~\.~ 1 Stripe Paved t With 4• Wide 3 Foot Yellow Stripe With 9 Foot Space. Provide 4• Wide White Edge Line Stripes 5.5' Either Side Of t Of Paved Bikeway From Station 0+00 To 1 +94.24. See Section 4.1 Drawings For Balance Of Striping. AS BUILT • No ChlnQII a Cllangld II M111Nd A•Bullt 01111 QCM 'ft'!'il.f':A-$f. .F.£1-2 f- ,:~ CON$TltUCTION BS-6 r==:::::::------::~---------------r:=::-T■r---::-:::--::---riimiii;---;::-:--::-;:=--,-~---T-RA_N_SP_O_Rt_A_JIO-N-,----------,re';'Rio~-~:~2s-----B-IC_Y_C_L_E_C_R_O_S_S_IN_G_C_U_L_V_E_R_T ___ --t GENE FOSTER POST MILE t::==---r-,-----~;:-:-:~""ta;iiiciim-~~~=-•· -~ CORRIDOR AGENCIES TCA CORRIDOR MANAGER STR Ip ING p LAN DESIGN ., F. Pugh OIICHID P. Busher DETAILS ., F. Pugh GtlQCIII P. Busher QUANTITIES ., F. ?ugh oe P. Busher ORIGINAL SCALE IN INCHES FOR REDUCED Pl.ANS o 1 2 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DATES • REVISION DATES PRELIMINARY STAGE ONL: SHEET OF 7 7