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HomeMy WebLinkAboutCucamonga Channel_AS-BUILTSr'\1'""""\1\,A I I 1\I '",......I 11-1 /\\1\1 II\I r .."'-LJI \t-\vv II ~VJ r'\r\1\I -r n 1\r'\-rl,UI\I I 1-</\(.I.......,I~11'''''-'ITO r"'t\N .....t\1\...1\~RI I R RI'IRCUCAMONGA AND I l\.I n r \/11\Jl-C/\ I .=,.•==".r~~/"""·."""""'--i ,.0.'3.ARMY I!NGINEER DISTRICT i I .-. ~ III 1:I1/i \ 1 FILE ..In ")AO I.I..V.Co..,o ,I Til""'''.''''.'"'An I ......Innvuun c...,O 11c.1 Ir,; ..<-.,'.......; i /1 l-~ I·1-.1II II .;.k"" ..J:I II ·1"1(-""\Ii r I.,~I,iJ• I,~ Ii ,I'IiJi .\ II:,I -\LII~~I ! -I " THIS CONTRACT INCLUDES BRIDGES AND DEBRIS BAS,N FOR A TOTAl.OF 145 SHEETS. ,. -'--~.,-_._----.-_..._--...!._-_.,-;~::.,;,::;~:..I.,';._------_.\.:>":,';::..,1\~l~1'."~1-~<~_".:'(.e.'M"~'(''-''>._.,_..~~-i---=--.:._.--.:..~...-"".~-~-I----·---!~- - I II ~.1,I . DESCRIPTIONS i DATE .-,APPROVAl REVISIONS DErAlTMENT OF THE AlMY I U.S.ARMY E.NGINE.ER DISTRICT UClAM~NTO UI~TlI(;T.CORPS 01 ENGINEElS LOS A:-<GElE.S UCMMtNTO.CALifORNIA:CORPS OF E.NGINEERS 'D'ESiGNE.D BY,SANTA ANA RIVER BASIN.CALIFORNIA -,.,.- CUCAMONGA CREEK,SAN BERNARDINI,)J.IofOOR£AND RIVERSIDE COUNTIES DRAwt"f BY,CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLvD. J,/:IOOR£ CHECKE.D 3Y,INDEX TO CONTRACT DHAWINGS 0.WOeHl. 4Nt SUBMlTTEDaY,Si'E.G.NO.,lEyn'DAC IV Oi:-19 -8-0011)r.dr:i:r2~/t!,;~DRAWING NUMBER I-.~;:,.,"<CHlt'I,'Q',ISJ.I~m Di"~TR,CtfiLE NQ.I~t.t~CATEI lH~~t5 ~'4lVl'""-;;t.,.-,...-__~~Ul',':;.~'..,~d "~• DEBRIS BASINCREEKCUCAMONGA SEE SHEET DB-I FOR INDEX PLAN S R.R..BRIDGE a VICINITY-PIER EXTENSION AND MODlfICATION-3,A FOURTH STREET BRIDGE -GENERAL PLAN AND ELEVATION BRI-I ' ILE,a SECTIONS -ABUTMENTS BRI-2A---·------~-----------;~----t--------------------~----t_-t------~--------------------L.---_.JR.R.BRIDGE a vICINITr-PIER EXTENSION AND MODIFICATION-36 -DECK SECTION AND FRAMING PLAN 6RI-3----f---a OETAILS -GIRDERS BRI-4 ".,-...~.r. OEMOLITION -',-A.T,a S.F. PLAN.PROF A.T,a S.f. ..steTIONS1-. A..T.a S.F. _~LAN.PROF ""T.a S.F. PLAN.PROF A.T.Bo S.F, A.T.a 5.F. '.,GAGING STA TURNER BA ELEVATION TURNER BA ,-TURNER BA TURNER BA ,.a SECTION •ARCHIBALD SIDE DRAIN iNLET·STR TYPE '9'S "'~.; '...r,-...~. ...:.~~...'.,-. •,..r \ :';;".-oI'! 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I.· • R.R.BRIDGE a VICINITY-EAST ABUTMENT'MODlfICATION-31A -LOG OF TEST BORINGS BRI-' ILE.Bo SECTIONS HELLMAN AVENUE BRIDGE -GENERAL PLAN AND ELEVATION ~~--+_6_R_2_--1A_iR.R.BRIDGE Bo VICINITY-WEST ABUTMENT MODIFICATION-3BA -ABUTMENTS ,BR2-Z ILE,a SECTIONS -ABUTMENTS i-~-+-~B-R-2---3-1 --------~---------~---+----11--~------~---~-------·------;,----+-~-~-i _R._R_._B_RI_D_G_E_a_V_1C_IN_I_T_Y_-_S_H_O_RI_N_G_-_P_L_AN_S_Bo_P_RO_F_I-::.L-::.E5:--_-+__39 -DECK SECTION AND FRA!'AING PLA_N__-+~B_R_.2~-_4_i R.R BRIDGE Bo VICI NIlY -SHORING-SECTIONS llo DETAILS 40 -GIRDERS 8R2-5 TlON DETAILS 41 -LOG OF TEST BORINGS BR2-B----~----~------------+-~---t_~-------~-----------~--_____l---+-----i SIN INLET STRUCTURE-STRUCTURAL DIMENSIONS-PLAN.42A SIXTH STREET BRIDGE -GENERAL PLAN AND ELEVATIOIf BR3-1 •AND SECTIONS -ABUTMENTS l BR3-2 SIN INLET sTRUCTURE-REMOVAL AND MODifiCATION PLAN 43 -OECK SECTION AND FRA'''ING PL(N 6R3-3 SIN INLET STRUCTURE-REINFORCEMENT DETAILS 44 -GIRDERS r ,-6R3-4 SIN SPILLWAY RETURN CHANNEL-PLAN,ELEVATIONS,45-LOG Of TEST BORI~I}§BR3-5I-E-l-rt;r-H-T-H-S~T-R-E-E-T-B-R-I-D-G-E---~G-EN-E-R-A-L-j>-L-A-N-~OEi:iVATlON \_e~ BASIN SPILLWAY REMOVAL PL~,-N ~_+---46 =pAIB"U..TIt.ENfS J'\'~-~RR44=23AA ,l, DETAILS AND T.\BULATIONS 41A .....g---=-=-----_:::..--=--=-------------+-~...;..:,--..-~-----------\,'\ UCTURE DETAILS 48A -OECK SECTION Af$b FRAMING PLAN B114-4 ~-U-BD-R-A-IN-A-G-e:--S-YS-T-E-M~~------~-------+--4-9-A--+-------~-~-----l-.O-"-O-f-T-E-S-T-.:,dORING'-BR4-;-I '-"---r'-'----"'----------J--_'. ,'SIGNATURES AFFiXED 3ELOW :"R'CATE Off.C:AL RECOhiHN04TIQij.(._.~__•__'\.APF ROVAL OF ALL CI{AVr!~•.jS IN \hIS ~e:T AS INOEXED'O.~THI$SUI'~f~Q"~'Ht"'''~"Q!,g.'P1"O"'~.t~o....t"o[O·\f~OYJ'"_7~",I.:../.;,,--t=::Y ;':1",9".:..:1.0 I '~i ._I .:'Juf//_./.~:~;CP.~_.i-~~~tJrJ?;.._Z:lJ"'I ..It~)•.• .-...__...i_....-.._"..._--..-.............-c··...or-,.'.._--~,."""'_.."".-~~.:"•••.,-\-·-..·~~:~~;:.::r~..,~~_.''''''.,....u ••''''-1-1:~~--~·~-~'17:~I ~iJFKrh ~.mDraw,ng' ~I,~..~-...::...;;...,;.r---~~--l.t '---~-.~----.---'--7~-"-"---~.--.----:?:;-0r.....·~·'~.".,.."":'/$1,'----....----,,--.~-.:-~~~"".i;'l ~'--J:,ft.~-~t'--~U-t;~~"I ~~q~~~~?~~.~'..e~"~tt.4.~-::~_--_~=-:"_:~._.i..._._>,~L::.._,..:::--::..:-='~....,..-:.:...~-,-:'f,.,":'~~~L.,_.-',~..-:...-..;;.._.~__-"1:1.---'-~'.,':.._~_:;},,;~__.-A .~_;/_~,;"d'~,-.J~,-,.,-._"\!~-.,.'.'l , ~:I ~I ;'-SAN BERNARDINO FREEWAY-SHOR!NG OETAILS .NINTH STREET -EXiSiiNG iQPOGRAPHTi UTiLiTiES,8IH£MOVAL.:;Ro-ii DliliOLiTiON DETAilS SP SA I I;I ,,0 I,t~~ISANGERNA,,"",;;;FREEWAY-PiER MODiFiCATiONS 30 -PLAN AND PROfiLE RD-12 ·t3RI ..GE PLAN a PROfiLE SP:9A 1Ie-"1 r-...,"I SAN BERNARDINO fRnWAr-LOG Of TEST BORINGS 31 MISCELLANEOUS ROADWAr DETAILS-NUMBER I RD-13 ABUTMENT PLAN a ELEvATION ""-"'"1 .,-AClIITUE'U-.r ~r""TI"'lI.i a ,",~""A.I'"~r-~4\."a ~'·r·I GENERAL NoTES AND MISCELLANEOUS DETAILS 32 -NUMBER 2 RD-14 ~ww'_.,n v.v .."........""......SP-II 9 J ~J..I I-C__H_A_N_N_E_L~SE~C_T_!O__!II_._-_ST_.f?_.L_JC_T_U_R_AL~O_E_T~_A!_L_S~~_~~~~~~~_-11-_3_3_A_+-_Bn_~'IOGE APPROACH GUARD RAiL RD-I,130)(GIRDER PL.\N a ELEVATION SP-12A I:*'"I ~~R.R.BRiDGE a lIiCiNiiY-GENERAL LATour AN[)~4A TRAffiC CQNTROL PLAN AND DETAILS RD-IBA BOX GIRDER SECTIONS aDI!TAILS SP-13A IJ", ,- 'I.... II- I ~I IlIL I:I LOCAL INTEREST ..~-_................_- LEGEND RECOMMENDED DEBRIS BASIN OF FLOOD CONTROL PROJ ECTS I~PROVEMENTCOMPLETED BY C.OF E.. IMPROVEMENT TO BE CONSTRUCTED UNDER THIS CONTRI.CT RECOMMENDED CHANNEL RECO~~ENDED LEVEE EXISTiNG CHANNEL BY EXISTING SPREADING GROUNDS EXISTING FLOOD CONTROL RESERVOIR [XISTING .LEVEE EXISTING CHANNEL STATUS ~..........- A """"""'":1-.. ~~."~~ ....................'" -- CONTRACTOR'S WORK AREA SEE SHEET 16 N IIlr.~ 11,J STI!.660+00.00 DOWNSTREAM LIMIT OF PERMANENT WORk H I I.I. # I DISTRICT_~---....,..op-~----~------.----- , tl°\ (.Yo ] J .. ,. .. ~~';I., ~~ri-i '...l '"1'It~'~-~,<--~........-:~~.~-......-,~-:--_-:-:J--~'.._-.-.".\---,.,......-- 1..__ '- I\·~ I I-- I~ SHtfT 3 OF" fiE; SHEETS J NO 4 SIfVI INVESTIGATION If'==S nET DISTRICT ftl[1'10.1'~8/3 JIlEV'A' j REVISIONS LEGEND FOUNDATION '.""'.fIlit:lilts.~d "roy fii'l!'Ntllh,IVd.fkIur,Ii'ty .r ('layey hnr Pftd~,Of cl.yey lilh...tth lIi",t ,1''Jticjt)' ".ftI'9Mtic ('boY'of low to .,edi_,"".-,;tidty.•r~"y clay!. 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'0.1' ,.u ,~ :. ::5 1M , IMID -SILTY SAND,'.It .••Ii.,.d.'....."U..".f"'ax_ SIl",SMfD.'i,hl ,,"'It.••Ii...." d.It,.,....btu"4"..,•..I-to"""'d.,,. NOTES: I.'".ft..,I '0'I....i""",..,.......h...It~,..,~.!... r.Ie.'''''''''J 'or Mil eltS~lfiCOft(WI.ttd .e,el'llf ."If notes I,c.bbl'Iftts ore ~'i.Iol .,t1",atu . ~0 ~~5VERT.SCALE I:S:3.::::E30Et::::£3:EC==:::j.C==::j,===::l.HH ,"10 ,U'IN , II I INVESTIGATION REVISIONS DESCRIPTIONS FOUNDATION I I DnAHM£NT OF TH£AlMY I LJ $."RMY ENGINHR DISTRICT U.eu...£NTO clmlCT,COJ!'S Of fNGIHrUS LOS ANGElES J,ACU....£NTO.CAllfOllNIA COOPS OF ENGINEERS DESIGNED Ill'SANTA ANA RIVER SASIN.CI.L1FORNIA CUC"MONGA CREn.UN etRNAIlDINO "NO RIVERSIDE COUNTIESCUCAMONGACREE~CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD.DRAWN ElY, J."'OOR~ T6ARNES CHE:CKm BY SYMBOL I ••1~10!E-10. ...,... ..7J .!1!if.'..l-t-t-t-t....JR..-••nil:;;:.0. 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""",""",,0'--"1-+--+--+--+--+--110.-1)I-"~"''::-i-.""',-,.•_ f:;:;:SilTY SAftC,,iy-.,"...n.d'ItU.••""r".,t!I 12 ~"1....., IZ.,9·fp-+--+--1f---+--+--+--lf=f-:""=A"'V"Cl"'l'"'yO-:S-:"l'""TY""'-"S·"""'D".-""-.-,"''''-It-.--:::4'-1t""-'-.-- 11II t1 .,,~I~~U"",,."5"....,,"'S"'.O...•...__L--'_......-'--..-L--1m....o 1-.__ '-- IJ WOEHL SHEET 5 OF" !56 SHEETS oP.AWlNG NUMBER SPEC.NO.OAew 09-79·"B-OOII DlSTIlICT FlLE NO.2"!/S SUBMITITD BY ~---...~.~ CHIEF.r 111II '''''''1':" ;' t _ ..~---~~~-~--.-------.-~-.----------~--~---------~--~~----~~-·----------'~f~~Ol-=--..."",j"},.--6~--·i .__..--_.-(~ ----'----_.....-...~-----_.. r'''p}-..,i It ARMY SCALE:'-0-40'HORIZONTAL 11'-010'VERTICAL PLAN SCALE:"'40' l SECTiON A-A NOT TO SeAL! iI' ,I ,"I -4.)~"J SHEET 60':l& S/'I£fTS SPEC.NO.DACW 09-7J -B-OOII DRAWING NUMBER TEMPORARY INLET STRUCTURE AT STATION 838+77 PLAN,PROFILE.a SECTIONS A Cui-off "all and Slanewa k ai>lian, REVISIONS DE'AlTMENT Of ntE AlMY U.S.ARMY ENGINEER OISTRICT $,l,tuMl>(TO l>lsn.Cf.C'Jln Of EIlCioUolcrU LOS ANGELES . ~CUMENTo.CA~,fOlNl'"CORPS OF ENGINEERS O.WOEHL SUBMITTED BY,rr..te:~}={V J.MOORE CHECKEO BY, DAm 79 MAR." DESIGNEDBY,SANTA .'\NA RIVER BASIN.CALIFORNIA CUCA"')NGA CREEK,SAN SERNAROlItOEo3ARCIAANI)RIVERSIDE COUNTIES DRAWN BY,CUCAMONGA CREEK CHANNELONTARIOAIRPORTTOFOOTHill BLVD. SYMOOl 'JESCRIPTIONS ..'-'..'f-'.---....~~.-.---~-'---~. NOTE:Subtiro/nfJfi'SySf~1II Ends At Sta.~18H1.Ph;g 6-lllch(~"4',lol'PipIII W/fh Redwood Plugs. NOT€:Oet(Jil "(I"Snown AtL,ft W(JII-Rlfl'" Wall Is IdentiC(J1 €xupl Oet(Jil Is Opposl"Hand. IEChQ!u~,! I STA.838+78 NOT TO SCALE NOT TO SCALE DETAIL "a" )JJ¢J¢4IIiQJ1)Il""'11 /I PZ-J2 Shut Pili//g Cute'"w~,,--, ~ ConfracTor;o,tiont.tn,p~-JZ $h"tPi"or COIICT_I.CII/-Off WillI. Sht.Piling 1'101 51>owII 01/ bQn/C sJ~pn,-~--ston'11l1,J P(ofKtion 0ft;OIlS: t Dvmp,d a;rr'''''$ft:m,to,!.,,11 SlIl.aJSflS III'dSla.8J1#nl. Z.Grcvt,d,cobbJ,sfOflll'b,tlfiun SbJ·8J81l8ondst".839f 47/. J.GrrJuf,d cfJbbllSlllII't.ritt',,,Stll,8";7,'(1,ndSla·839fUt ond dumf.ed dn,iGl(stDI'I'fi'iISta·83f+Ut to sttlo asi If11... ..........,.,~ NOT TO SCALE , ..,~_.=...:_='_=::_",.-:_....:~---"""'"---.:--~-:,J-.-=~-t:-L·~.-:'__~--.-:_j T,o//$ili()ll Rock O1l801!()(If (lnd1Sid,SiopuI",ollfrxM 10 'xisling ChMn~/. OIJlTl d O"rick Dum DffricKStO/1'0 J ~RAPHIC SCALE SCALE:....40' 6-'<)8[8'21 _R-#).O' .-:..;.~T·/(3.M' /..·3~Z4' P.LAN CadslrlKt A",ss Romps (4 !«ollons)as shown and PH d,lC1ils shHt RO"I.J. SPIRAL NO.168 41 •02·'9"2· TI •240.17' LloIOO.oo' RI.#9 f CURVE DATA 1 02,045'4.J° P.I #9 N '0(/880.00 .'£/.$87,4$0.00 CIRCt/LAR CURVE 6 0 1'04"19" R 01000.00' To 1.18.66' L 0 ZTS,$6' ~ i•~IJ I .1 I L...-:.o._ If'.'1 ~I I l~' I _ ! ,- f f l ifl J1.-l IIIJt~II'J~It'I1<IIi'IIII.1 I".,..ID . &.1••I If, ",I P I·~"t~,IIII III~I I J !U5Q81-=-2-----' ....1..._..._ 814 '.'t,:-r;-"1" lira c-'---i---------+- 1180 -~..--------+------ , !!50--.".,';:------826 ~~ 1;",1 CORPS OF ~NGINEERS '.~ I ~~~!;J ~i 3i ~~I~~;~.Ir~:~I::~~,...II~'~I ~I "V -- '"'\I ~I~'V -'..'1 il "'I~1-1.....~I;~Q.i-I::t ~I 11)1 ~I "~I~iT'~~I ~I •_'\LIMITS Or SECT/ON 8-8,SEE SHEET 33 1 __(;;1 (OI~ Ojl:t ~II~:::;:11 ~I ,~II'" 'I <til~(~\<.r)1 ~II ;;jl'I.~~-_f_,I~~-.i'2,.O121°r-~1 -_~I I ,dnn",y p~i~/int7 -:-----..------,--.-r--'.....------.-1 .~-----'---------r---"----f------'---"-----'---'".-..-..._..-,.r-·--·---------~, ILII ~L '~;~;;;d ~;~;;-;:~1»[rt I I I '!1 I'!r--t-//98.!06 I ~-1=i a/'honnel::--.~.-iii 1:I ,'",n'.~I ~l'"-----I ,='\'I -I ---t .______._.I I.I I ._n F==.IZ I1 1--"93./3-.J......:--'--,-;--------..-----------r-----,I ..__..~_u ----..-----.-...."'-r-'--1'-~·-------·---··~--'-·HZOO I /1 ;l:I/.I ~-----r---)I =:=!I ~Top RI.~oll ,I'I :,:::7.5i/'./!~~~~------l----==-~t-~~'==~-_.-_.-~.~----l-=--=1=l .~_.-_--COllI.6;jCIuJI~._Li~~_r(!I1~~1~II ,.,.bo-.:;IQ//'"110/IH 1---===;=_I I ---;-----~i ~!=I ..--_..---:---~'bJl<./'I T ...........,............:I ===;_i I ....=n,..~_'I,-r:ip u.WoN--+.-I =j =~,I..........------_11-m__..._-+..m~.....-~f.-J.-~~7J T--==-=...dl .______I---:.---~~__.:c.~L~@§WP=L~u.--..------~-~_I11I80 i I I e z /.3'-J i I\---i="I=::::::-=--.i RI./lIr(!rl,I -~-------r----_--=r==r-==--=---,I !I I !'--u.IMel'!:\..f il1,ar,~---=I 1.1=--=-'"66.~<r.:...I r-~_-1 --~----.-"--.,----.-~·_-_··t .----...._-._.....--·r·-~·---·..-----e ··_·t .--t·r ----.---.--··-r-------.-~--t·---·_-==-q ---.---..-j·..~----""-t----+----+----,.·,,1170 I I I .I I -=---=~-__~i .,1 IIII-----.---.-----~-".·~_·---··-·---~·-TI..--.-.--...-.----.--.---..·--·-·..--r'--u-.-------.-L.-··--···--rl.------..--.....-..---..-.....'/~~..,ii60--.---~-~---------__i-----~~+-------_+.I'-:i'''~'''A -/--·--·-1 -~,-~--------:~lIftO .. I I ':!I I .:!!..~~'!.../,;IIIIIii ;I I ___---1..•.....__c .••.•.._....1._..._..._.....__L_._....__.__.",..~.....__..........L......__......._._.._.._I........n _J_ 824 au 320 818 616 U.S.A.H.JKi ENGiNEER DiSTRiCT ;f:T ._.,.. 1'.1r.:.,I ,/, !1/'/[IfrIr I~ .L II I -\ DISTRICT FILE NO.Z48/l'1 REVISIONS PLAN AND PR.OFILE DESCRIPTIONS U.S.ARMY ENGINEER DISTRICT LOS ANGELES W,PS Of ENGINEERS--SANTA ANA RIVl!R BASIN,CALifORNIACUCAMONGACREEK,SAN B£RNARDII\jO AND RIVERSIDE COUNTIES CUCA~ONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. OEtAITMENT Of TrI£AlMY ~I\TO ()lsnrC1'.COltS Of DlGII\EUS $ACl.UotEHTO.0l.IfOlHl4 DATE!n MAR.IS SUBMITTED BY: DESIGNED BY, E.GARCIA DRAWN BY: J.MOORE CHECKED BY: O.WOEHL SYMBOL __....J-_ ,..........-...--_....._.~...'.'....,~.••_.~._...',.~...o:--.......___. ",!;(~!";';'"",~~.''...I~:' P./.#/0 N'O/.IO'.O~ :£'.S,U,2e,.00 SPIRAL NO.28 6'-OJ"O"12" T,...6'8.66' Ls "'SO.OO' J!/.#/Q. LCURVE 'OATA /-"",,'09" NOTE: Wall neigh!dimension is meo$lJr,d from Im'erl at base of wall 10 lop of wall. CIRCULAR CURVJt 6 -""00'4'· II -4000.00'T-'2'.0." l."104S.07' PROFILE '.--::.~~.~,",=._1-._-...--~~-...-,-,-=--.....-.:-.~"~:;'..•..•~~,-......,.- Constructiol1 £oS8mel1l PLAN SCALE:,""40' ~--",;;;.------- --J --._.,,~'....''_';;",_-t...-:--.~-t··--.•_ GRAPHIC SCALE 8~J - z E '.587.000 I IIlr t~ Ir IIIf~ I. F.Ii. I -J ....., IJj .,...--.~._-----_. CORPS OF El'iGINEERS 1 I~...191~IJI I ,, PLAN AND PROFIl.E MOVED [.,(15T.NOTES.AOOCONOn:S,Q-lANGE STA IN O.WOEHL J.MOORC liAAWN BY,' WAlTMENT OF lltE A1MY U.S.ARMY ENGINEER DISTRICT ~T(l l>ISUICl'.COVS Of ll«OlrilUS LOS ANGELES $,\t1AIol">lTQ,tA1.1fobllA C.:OR'S OF ENGINEERS DESIGNED BY,SANTA ANA RIVER BASIN,CALIrOR""'i'j""'A,...---·-I ,C'JCANONGA CREEK.SAN BERNARDINOEoGlWC1AANDRI\/ERSIIH COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO fOOTHILl.BL....O. :.;tlECKED BY. F=.:;,:::..l----:OE=SC::..:.RI::...PT:.:..:IO=NS__~_ REVISIONS ,~__•__--.-:..L 'F'I-I....-::.......Jrt';I <'f £.11$/;"1 Roil {j Wil"~R'I!~!m",!To 8t1 Remo.-ed ---..,..---~..._-"-....;;"..--'--'---........._-- :it N TO~624.99 P.I./I -C',4ST,60P,OO 4.r,~,8in.cewos,.../Jr /in, PLAN SCAl[:I~•40' _____---..L._ I ._-_._-- R·40.0· 7·/4.14' L ,.27.1'3' PROFILE .oa $CAl[Q-.40·HORIZONTAL a ....lo·VUTlCAl VnftrgrollnJ f~/ephon6 Pac.rd.to be relocated b'lolfter prior fo con.str.Prot~d inI'/~'~' R/W BenchMark u.S.CE.-1970-CUC-16 "/2"T.P.1I'/6Nu Cap N T06 02!1..10~E I.$8%46J.J7 EL.IIT6.018 M.S.!. 16d.~...1hl'A::=:J80'j GRAPUIC SCALE o zd .d.".¥'I.iff II·II, .....~i "-,iol ~I'QI li)1 J...: I~I:H~I CQ ::!r I~~Transilion ~ I :.JI~,'~~I'"..I hi ~~II ~I ~I' !;:),tW);!I~~I'ii'_......t UM!,T._;.t:_,._~F.......~.-_~_~Tr!(}_.;N_;8-8(~I ;"'1 t\:1 ~i1":;1 n,C),,~~I'""I~'..,.,.,,..,.,.....-_-I -~--~j :91~·..1..91 -=L!..:.i;.:::M.:..-/~TS::.~..::O::.::-F_-_=S:.:£:.=·C~7~/.l!.O~N~A~-A::!_...S~£;;£~S~H.~'E:.!£~7~.....::3:'.:3~-_~1 , .il:::.::,~'''1 IS';1 ·~I J:':I 71il I +1 ~I -..------ t\,1"~I&)1-1i;;~I~I ~..ll C:I~~6111 <J ~I SI(hI;:-I",::::1...I ~I ~,~'"~I':~S?I ~I ~I-,~~I~Q;)I~~I ...I lfl ~~Iq ~~."':1 -:'1 '----l":lr~It:~I ~I ~I":I .1 t:>-'=~j~m ~I ~I =1 -P'I~~-(),)'-;-.----..:l -..~J--tg ..--~.~1.~.rl -~~-ft_--~t~·~--·--IQI--l-I lA;:::d ;';;/J:xn:liJ If ~I ~I I~I ~I ~!~~~i~lQl I'----~--'·----·r -"-r--------.-._- 1110-.-==~-=-F~.~=!~~-=~/..------~l---J--.----r--....--n--~!~--~~L~---~!i~i".~LL----..-L~-·-~.-.----.---".-----.-...-------.....'-·--rl..-_._..I 11/61.31 .-~=L ~III ~I .I (I '1 -...~t---·-------+--~·1I10 I ,/1 ~--+-1 1/7wi ""III J IIl;o-~-=-·Il_--.:-=~-=...~-..---+--·-05·..----·----·--··..--111~-_.-.--+-----~I·--·"··~\-~\·-l--~W-~A-~bu·--··t.~/~1__..__~.II.--tl,;~n..----__/r.~_~!Wr.:~~s..._.1"-=-r==--~o.02537J •,men/~_,__~._+-u "_~_n_...n +__",_;;::.::r:to;i/.~6.-Cha/~·,,----+!u··iii'O /1/62.DB ~1/60.8/----=r=-I I 'R/W Abu/ment 1 ~I--_11 I ~~Link Fe,,,,!!~o"-----';"'-·-·.~~--·.-------...j..i':=---=b I III -t --.,I ~.-~1-----------,....-.-m---------··t ..~.,'.-...-..t '11 '....-l-i,..~I ~~I.''"'i'''---.;,.,.··~·..1..~----.-....,.-f"'--L--'!I~OI----.-k 'I'J /Inrul ot----Wvllr--~--!--.-i -1 I 1\I ---rr-f s',I -'I1l40>--------,,-~--.-.-~-•.----.--------~---------~--..-.~----~----.;._....",..,.I \I i ,,=,,==-~O.'OI8593 ~.I !11.15.71 \.---1<QI \&'1 """;",,-~.i --C".'-j,1-..·+·"n---·---·~~...····-HI40....1 ,-,.•,----r,~v Illver'at c i'=--r---"\."IIs::.nDAnr"frUA &/~r 1-I j ~?::)I ,,,........,..."H'.,V~i I /i ! ..,_.._~..,,..----\.l;l1~1._J _J J ...__......:..__/1.16.21 ./I I SOt _~I-..804 .02 100----'11)0 ~II~.......-SI~IS ;r~~ro"'tl:::: 113:~ ~I~\~kQ:1tQ~Iil~ 11)0 ~--'----.-..---.----.--.--....---..-,-~-~-----.• "ii •r.'a....£.J.I./~.",",~i """"~.o---~~-=-~-"'----1 ~I ~I ~I I 1.01!'I I,QI ~I '?I~I i-I ...,.":'1(),)I ~I ~I ~I I§I ~I ~I ibI Ilfil'QI -vJ ~I I 1 1 4'~~.C.6.ca.I! 1 II To bere/Oc~lcul,tIa"''''2J'01"bj otlJertJ prior , '~-t-'I'_+1 11 __",,-,-----+-- I ~I Upper limit ";..1.II~I I miX.fi/I\Toe offill,I ~-~L_I J-~f=~2..--=,k Ji "t ~l\;r-~I .L-I I I Ii 1,\~;'!I ":t II I.I \I .~.I I ~j:~'::'~9 w t--...I-~~I~r'-~_I~--=.=~~=~~=:-=.~~~=~;=:~=:;~::::s 7rt::~17",11',.,#;,IlJb,wnslrucledb,~Toe of FJ~lIh,-.e....--_-:.-=-:~:--._~L__.=:::::=~;+~~~='-.;;~~~ elhen.PrOlect brid;,inploc,· 2.For Cbanne/mOllification d Arrow Rout,'Uppe7-7imif mi~a. 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L-•__~---..;..;!.:.-_-----------------------------..:~~...,!_.,~ l---_-;;.".;--;;;;:"'.,..;:;;;""""";;;;;:;:;;;;-;;.............;-;:;;:;;:;;;;-;;;_;-------------....l.----------......-::--------------'- rl----L-J.S-.-,._-~_-yv-•.-E.-t-J-.a--l-r..-E-.-c--",,-,-O-l-S-l-R.-'C""'-,---------r---------.--.-.-..-=~ I .-41/111.1 /J\II 'J '".., i• .I, I I IIf ~ " ii iII!III Jri I ~~rIIi! ;, PROFilE SCALE .""40'HORIZONT.lL lJ ."010'V!RTlCAL 1110 ''---'~~600 1120-'-~'--"'"-" -r I"r'r....--~~~;:~~~~~-:i~~~~----.---r-----------_._---------_T ._~_·_-_--T._.._..-""_'_.-_._.~_.~_~_._-_._._.~_..~_._-_.._-,-.,...."._.._-_.IIr.'IJJJIIWr_·:.:,r::..::'~=___·_-T-..:..·,.-----.-7.-,"'-._'_T"'_"~_~-_-_-~Y'O"_.__~_-_._':"_"'-'_.:"=!_~-"_'-",...#t~!''''''__'''-!''"_''_--'''''_C-_'!''_t-,~_.~_.-,,,,",,_,_'_'4~'_-_<_~_.__'_D""lf_-__-:~:_'-'=----';_'''''''_'''''''''_'='_~-':-,--~_...:.,.·_·_·_-'~'_'~~_~_-_·..~·,<~·"~T~.~_·,-._=,'~:..:.~_=:....:..._~~~:=,.."'=_~;:....~._=::,tit&'=_.=,v~s·~jD~> U.5.ARMY ENGINEER DISTRICT -J ',,!'I /\"'\'/1'_"._".~".."(-"...._.·t--".......,",'.:{,2 I.\.,~...CORPS O.~...~..:'.E.N.,.,..GINEER5 ';I',__11 liMiTS OF SECTiON A-A,SEE SHEET 33 .~SECTION!"A-~t SHT JJ'\;:'\1 __.._- r J l7 I.J~")1;-.~If 'f'I :."1 'ilc\~llti ~I 1'1 ,J~~I I .~~~_II~.....~oil;;-.._~I I ~I I ~~~I ~r'O C\J.I ~';-I ~'t').I Iili \()I ""'1 R.I''.ill ~~!f;1''-JI • .'!"I~':1:}"'I ~cll ..:1 ?il ~I ~~~I~~~gl~~ll.I)il(;;~I t\J1 ~I \1)1 i:1~~I ~.~~~I~?5I-l:~I:t 1\:1 ""'1';':1 ~l ~I ~I ~I.";~I~~I~~I':'"I"II'O-,,~I_-~-------------~-----~-~J~~I~~~~~~Lli ~~~~.~I~,''1 ---I ":.I "t-~I ~l ,~l--,-i-r-'~~'-I--~'-~"-~'-'--_..--~;_-lIitf---'---'I-~-~l"'l)1140~--~--~~II~~~~~~-_~:_:~v~'~'~~~:_~_;~~~i~~~~~~~~:'~T~o~P_::~:I~-~:::~~~1~~~-~--:-~t-1 __~~-l ~~.._I_~_,~JIJ ;-----r--~--~I I I=-t HiO1130~'_:~~~:~~~~~~~~~;-A;~;~~r-~;~~;g.;~;#~~j'~~:~~_:::=:~~~~_~__~_~~/~[~;:~:r:e:,/~a:/~w:a:H:$~_:'~~~~~7~=~~-7~~_T~;[_I_K~__.~ft~~1 I ~--l,~ ~YY'V~·~~,~,.'""---'-;,=k ===,"'i t r T i'·--,--=-i==i :------r----.J I fOUnd surface tf!J'-{,ir/u/l at f 1/27.47/I '""~-+----__1 II i ,;rRI.Inverl 11 ';I I 'I___.=_Of=-:':~~!L:,1I~O,;)9 ,~/i-r I_I ;.....~_'.~I/lT.24.I ----,---~.!j ....__..----;-------.------",121.92 r---r--r--i"""T6r-woTer -r-'\,=i 'i'.1i ,.,""n •---.,,-t-----+-I----~ueo 1.1 i e.4.6'--.J i I '-line (CCWaJ "-:---¥:.V.lP,;.>....".~I IIII1fInudLt.Invert--,~.---I ~..I~--'-~t~8n--------.-i --'95 U4 .-----,.--8:~iit!!(~~"-V~..----,---~-_)tO----·--·_----,-~-------_/~T.'''1it~ NOTE:1112.64 / Wall /ie/gill dimiMion is measlKed front Im'e"afbas9 of wall 10 lop of wall. "-I PLAN AND PROFILE STA.800+00.00 TO STA.7aa+OO.oo DUAlTMENT Of Tll£AJ.Mr u.s.ARMY ENGii,EER DISTRICT ~TO DI~TlJa.COUS 0'EHGINnl$LOS ANGELES UCI.l.M£I(To,tAlifClN1A CORPS OF ENGINEERS l O.WOEHL J.MOOIlE CHECKED BY, SliBMITTED BY'sPEC.,'10.DACW09-19-a-OOIl SHEET --t1rY:'-J-!--~~~~~~~~~~~'~__1DRAWINQ NUMIlER :;:~~£ltSl'••RAlleN DISTRICT FIl£NO.24S/I\)REv.'e·SHi:nDATE:n MAR.I' ~"$8~.of DESIGNEDIIY;SANTA ANA RIVER 8ASIN,CALIfORNIA CUCAMONGA CJlUIl.14,.BERNARDINOE.C.ARr:IA AND RIVUIID!COUNTIES DRAWN IIY:CUCAMONGA CREEl<CHANNELONTARIOAIRPORTTOFOOTHILL BLVD. SPIRAl.NO./IJ 61 •OJ"08'20· TI •~8J.14' I.,.12$.00' P.1.-'2 f CtJRVE 0,4 TA 1.~2"16'10" ClRCI/I.AR CI/RVE t:..2'"'9'JO· R"1I0aoo' T·2,J.8" L •499.00' (p"w~teri.';ne (CCWO)roberelocatedbyother~ctrJiig C'Cn~fruchan. #N '04 40J.I'Po I.12 E 1,'8',826." ------~---I,___,..L 1$0'fINfeo'f GRAPHIC SCALE + ..._....i....-.~".'"..,~-"'.•'_._~'~',"_,~_. TOp of ellt ,.....::_.1. -r----'"1&L.'1t."wo.h,..1..1~l!. r..ottt+il'l 11o.te I....1 ()I ·..191~I I(M~~CI..&Nlf"t.INI'_ [._..__-. I~- h,I I It iI· I I 'l PROVAL CORPS OF ENGINEERS PLAN AND PROFILE REVISIONS ADD Sl[)(DRAIN t..CALLOUT DEPUfMENT Of THE .lIMY U.So ARMY lNGINEER D:STRICT UaAMl:r.lro 11151lIt:r,<:OUS Of pjGINEUS LOS ANGELESu~ro.c;ALIfOl>/IA (:QRf><;OF ENClNEERS DESIGN[08Y,SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA 'liEU.SAN BERNARDINOAND"'V[ASIOE COUiHIES CUCAMONGA CREEK CHANN~l ONTARIO ,\IRPO~T TO fOOTHill Bl'vO. ~6ARCIA SYMBOl DESCRIPTIONS .i,_,. NOTES ;,:~~~l)tfJ,~~I//;:;:!a~:/sa::~~:U;f/,n:~O:'!.::t~':e7:I1::%n~;;~~~Os:;:ia~~i;::i -.;'ol/-lw''ahiiro"iiiiOn-be-ritiinina-w,'th ·tl1e n!r;ner ;011 heif;lJ!ot thaI slalion and .nding ~itll/n on,wall form leng/h (30 10 -60 feel J,. PROFILE SCALEn-·40 HCiUIONiAL a j-.iO'VERTICAL Bench Mork US.CE.-1970-CUC-/7 1 1/2"LP.W/6ron CliP N 704,048.27 E I.~6S.0~4.JO EL.1I29.J91 M.S.L. ~"Wdter /lnefCCWO) To bere/OCdted by other:J duo'nq con~fr. NOTe:Tor Ufi/itie~and Fence ~ Re/oc"tiof)~'"~Vinetfl!d.Rve.6ee ~hf.RD·9.Far &'Oqe 5tructure oel"i/~~eeohee~!3R5-/f/TtJ 8R5-5, ~heetIW·/O L~I"V....I "';:,,,_I '-" I \- ,"i'-~.'78t.'"'f.3-.M"!1 .R.C.P. Sr;.Sl"~t 4 7 r",.rkfail.s I ~..~.'",'"...---...----........-- r'1/IN ~~411~~a~~11'2~~~1·-__·~rLjL'~n~n~hu~~n~-__·-----_~i.~~~~.~~....~II ~.II ..-/'L -For Abutment Ei'ts.iii I I til-,\\1 ....r~...:J....~al~~,/"'"lit)I~~Se~S/lee;BR5~2 ~,~III II ~ti "'l ,100;;,a ".I I .....,(\.1 ~I '"I~I~-'....-1,1 ~.II !<".II~"·~Ii ~II~~~•~I ~ll""-g__,,,;1':8 .-1l(;::1 ~I <\,1 d\1 ..I t.tJ1 ~I '-~I -...,-....--~.,"1;:'"I "';I~=tl \oWl'"~I -110,-1'~I .....:1 11<)1 r. {fI ~..Ir\'f'q,.."{.~I ........l:1l:_1 ........._.I~'I 1,~I .i:1 '!I ~I ~";I ~l~KI-t :t~~I ~I~~I ~l~~I ~I ~I =~._'--~I ...!.IMtTS OF SECTION 8-8.SEc SHEET 33 I.....""...""h.,~I~~I 11t ')~I ~~~II ~II Q!G~~~I /~~I ~I ~~I ~I ~rl ~I ~I ~I~lOP RI.Woii,\;;;:>1..1 (~I ~I .§l.".,\f)1~....":'1 II ..:1 £\)1 0"1 .Y'I _i-I I II 1 i-I I ~I~\'il):I ~19 I S;il~/L/WAbutmenll ;I~~~I ~I "'"I "I "I 101 I 11("1 I "1 - Ti.Jp u.Wi"-))~I ~/l\i I,..iii)(/R/W Abu/menl ~L~"I I ~I ~~I ~I ::':1 /II ~I I1 iiiO i J 7 ;;::'1 (1/~i""~/I 1 ~-~--T-t-----------_.!----------------~~.....n,~·T"-f----------·..-T----..:...tT~LL--5tF5HFE;_37ajffFO':;~~~-----tof"¥fcs,..t--t-t~~- .1 I bI rr=//:G1 \1//Fl·,\r=,i '\I'I I I A e r I 'Ot.#JCI '.I:I ~AP,PLICABL.£SECT._L]t,.,,1T~I I"1 ,~=A 1II''f-L-~i-i \,,1 ppr9,x·K!,5,;,.rJIi .I I..~~-----I:I-Y I \!-"I~I 1 /5lJrfOCe tv't.Of Iii II.!I!II I/WIA""~""_1 111 !l!O.·A -F-"'-----~~-~I 1------:~'t·,----rCINnneL--r--------t----+---'---11 ----i--------j ---r~--t r R;W'A;~;;~;~---t~--1 --~11120 II 1112.18 ---"6~_wp~e.!.'lne ------tl-_.!.....I l'i /Top (if Wailf ;1I(R/W I1 IL/W)1I I\1 i"J For Abu/mar;1 £lvi'S. r-===-=-=-===,1 _V ,""WlI/;1:1 :'1-'--_I 'iii1VI 'I I".II 1I til ~,See SlIee!B/N-2. 1110>-'1--.----/.r/--tll--t-·.=.=f'\~.=""-=----Q -u:~I--~-----.------"---=t --=----:--=-:1'-==.---'-'--,',---_-t,····--=----.-----~---I "-7.,----_.-.~-:J-'\t II ..--',/1'~\l't/J1(I,11110 !.1.1.1~.';.1f I11 =:.1.',','.Ii!?-------=:.I_S ~O~0=.'_tt./j_9.'ri .-------.:.------,--•~f\r--..I--,,'--.--=:-=-:-!,..lltlltUJ aJ WallJ I '-r---,--__:~,.,VI\}...JII~.T_~_T_~-n_j I I'[-----r----I ' 1100.;..-..----+------+-1---+1----,,-~--.-,--~--,---..-------------------·-----i-----'--'1-~----'t "--t·"}....--;~...-----j .--.~1093./0----,-;;;00 I I'I I I",,---,..~I ..I C I .~-.::_:l../1 ..._•S~O.0I0 3 97 "! I I I I ,,IU c:;!~~~~~o..:.~~..__/._/",8-#sewer Ilne1CCWU,.----~ :..1 .~~---1..~i2·--·-------lL80__~__!!....trAU_c.._r",f{~IV_~E-._.:---prl-91!8~fLJnR!..OCt'.-~---1.-11'".--.LJ----'IOiO:_tiS --ii.--------------·-..~/ ~I I09MQ./'-JI ~I~~I\1)1 ~I.... \.) , Il_ 1 ENGINEERSOF PLAN AND PROFILE E.GARCIA J.MOORE CHECI(!:O B-Y, DEtAlTMENT OF THE AlMY U.S.ARt.lY ENGINEER DISTRiCT ~NTO D1~TlICT.tOtt$Q1 ENc;lNUU LOS ANGELES ~tlAM1NTO.UJ..IFOlNIA CORPS Cf ENGINEERS DESIGNED BY,SANTA ANA RIVER 8ASIN.CAlI.....FO--R-N-IA----I CUCAMONGA CRUK,SAN BERNARDINO AND RI'HRSIDE COUNTIES CUCAMONGA CREEK CHANNELONTARIOAIRPORTTOFOOTHILL Bl.VO.DRAWN BY, to,'~,~..o 4 REVI51::R/W plM.~SYMllOl DESCRIPTIONS REVISIONS NOiES: I.Wgll /ieiglil dimension is measilted from Inrer;al bas,of wail 10 lop of wail. 2.Wli~(i Profi/(i flui/cules abrllpl cliaiigfJ /Ii wOillieiglil,cOnSlttl,1 a straight lili' walll;(Jigl;/I,-al;sifiol;/;eg'~"lJ;~?g will;1,';8 l'ilg,~er walll';a/glil al fluII statio,;(}Iid e,?di~?g witl;;~?Ol;6 wall fori11 let7gtli (30 to 60 1.661). £.fisling Roll a WirtJ R,rllm,.1!To Be Remorld PLAN SCALE:I·•40' -----_........._-____~._...~..__!.~('~~I '~~-:·~::7{,~iiD ,;&4 :"~:3':.."~.'l'l.~,••"~.,)d 1-·:j.:.~t~\~'ll~..:.•-..•..-...1....··"\·...,.OJ \)-~...~"':>O:.RI.:#13 I·_·~--..,_~I ".~-.J........--.-:.--1..,--L.~-~...,::~,.p-.f CURVC DATA 1•09·~2·~S· CWCI/LAII CURVe."SPIRAL ,NO.90 4'06 1 /0'2.1.As '0/IJ6'Oq-0.WOCHL STA.775 +00.00 TO STA.162 +00.00 R·i90000'Ts •20~./~'SUBt.lIITEO BY,SPEe.NO SHfETT•/O~.·f'·ts •100.00'~.DACW-Og-TSl-B'OOll iZ { o to •1;>0 "X---I---4Vl.~I~I-Y:U.~~~4-...::.~__1DRAWING NUM~---~0'"~.ll L •204,11 ,,0'"-(}J"~$Ii":"'AiiCii OF _.,;....~_Oo,;"o -_-_-_-_-_---J-I-_-'------.--:::::::~~_~~_-_-_-_-~-_-_-_-_-_-_-_-_'~~-_.J_.:.;llA-,=_,;;,.-l...;g-_M=A-R_.~I:s~.~~-__-....~~~,-"L.;~:..."iG"-B-II-z-r-I/-.'~-,--l-=~~_ RI #13 N 10~.gg6.96 •.E /.'89./~".~1 ISO·I Bench Mark US.CE.-1970-CUC-18 /1/2·LP.W/Sross Cap N TOSgl98.91E1.~8 .OO4.ST eL.1/08./5O AI.S.L. 120'I.,,''I GRAPHIC SCALE o 2IJ .<1I"••ti.cf f I I I I, ,I i PROFilE SCALE:,••40'HORIZONTAL a '·'10'VERTICAL rF/';-:,-..."....,~~-:...~-,~-",,-,-:"~i~:~~;':;:iff""''''=><r~~~?,,::-'''''-~~'"~''''''-~~---,~~~~~-;0-:-~-..,;"'.---:-q- II I I U.S."'_R_r.tY E.fI!G!NEER"O!31'F1CT 'II,I J\/I/f 1 J I ..._-----~./--_..L --~1080 CORPS OF ENGINEERS NOTE:Wall !Ie/9M dimf1!!Siot!is mefJSlIred from /I1ver!at base of wall to lop of wall. PROFILE -......= -----r------~r---------,------ i ~i'01 LIMITS OF SECTION 8-8,SEE SHEEr 33 I i.I.~I----------\~-------------------------__.::.:.;:.:.:.:...:...::..___:::;.:_....::=.:~...:...::.:.:..._=___=..r......::::~:.._.:::.:.:.=...:..._..::=.::...._------------------~l 'W'.-'f-lo I~~~l ':':1 ~Iti 10 ~I "I ~II ~loll ~-1:11-1 i-"0\9-I1;)1 -,-"'I Q I~I ;I~~I~~ .~I "I ..i-I '"1.1~I vii ~~I ~~I!.r)1 h:ll~~Il~~I-----r--------~____r---.------,--------,----l----·---t-=-,------t'::---.--.---r,II I !IIConI,6'Chain!Lid Fence-\!I I !I !.-.--.-~-t......-u ·...-+---~--.--''r-i---t .",----r ..---·t----:-----t---.~...~--------+----1 ~ropo(Lt.Waii i ~ki I ,I,II i ----;--1057.16--...1_I =i'I :~RB II I i IlSzO.017139 .........-flnvert I -----i ----~_i iijw@p',1'1 LL_~--V--7u:,n-vf;'t 'I-----"CtoPo~wall-==~I-----=~--=r==-~--··-··~·--rl--t~-----1--------;---I,,,..,, ..=r l':I 1048.11,II --'1-------.---;---:-~ I ._-_.-/1 J =_=-i'I'\.I 1 --ln44.Rf ri IU:JO.~o /I Rt.IJlVert......r :=-=------'I I ~I ..l--.----------l------l.-.l----..L-=--:.:..:.=;--110'0 II ,g ..0.7'...1 !i _:-~"h:I·II!)Inv;,t at WallsII;/I ~-q --.I 1/'I I i I 1047.41 /!Inver!o!fJ~==-fr="",---::-:-.,-.-----------'---------~---:1;-;!>~6--~-------L ----·,h ;~i ~o---/-~-..----~-----i4~10-40 //""1044.331045.19 . 10,6't--+- I I i1IIi I 10..0 I I I 7U 760 "8 !oeo! ,Ir---,067,44-----+--I /I --_ I 010 ~/'--------..==v -.!'/'\~/066.74 T=) 1060 >--------,-~".•'--,-."-',•7~ ,i 'APJXqX.ex.!.STr grpunp- s/,/rrace OJ !:OT iiCr7at7r7el· I iIt i ('¥.1 :r::'f"';"~~...{"'-·""""""':''''''!'-:-i"7''-=mf''''''~~<:?l""'"_~P7~__""'~"""""'""-----­ U.S",ARMY ENGINEER DISTRICT - PLAN AND PROFILE 1---- --'-••-C:C,--:-::"---:"~~T::::-D--- I II REVISIONS DUAlTMENT OF THE AlMY I u.S.ARMY ENQINElR DISTRiCT uaAMtNTO OISTl'CT.(:OU$01 U<(;IHUlS LOS ANGELES !>A(:l).MlNTO.Ul.lfOlNIA CORPS OF ENGINEERS E.GARCIA ORAWN BY, DESIGNtDBY,SANTA ANA RIVER BASIN,CALifORNIA CUCAWONGA CREEK.SAN BERNAROINO AND RIV£RSIDE COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO rOOTHILL BLVD. J.MOORE CHECKED BY: IA\Aa.d.'d.sic1e:...D~rt\.~j(l.:....,-~,....,."..,..,..,..,c---_--:---_tI_'_:AP~I2~l;--oi--+I:::.j=~::::-I SYMBOl DESCRIPTIONS I DATE tAPPROVAl ......---I' Tepoftu(, '---.:...-.,.-~"7,'-----_.L......;:. Existing Roll a Wirl Reulmlnl To 8,Remoud RI.1#14 f CURVE OAT.4 r -09"SI'42" PLAN SCALE:,""40' "'--:..:R/W 16<1I120'Ieo't GRAPHIC SCALE 1I ~I'~ C"'\"_I 9 ,0)<31 'tl A.I J,~,tl', \\-~.-01 ~I :-:1 ~,~'J ~I0'1\1 ~I til \II ';,~I ;"~~,0\~I /.,1 ~IA N101.6U,OI ".I -an ;.,t(~,s ~,91 ""~r.I.-IT EI,S89,fJ!f.99 .~I ~I"v ~,/~,i!/~,.",1'1 It 'V)I 0l~i\.'/-,,,~\cil I Ip ,.~&),t~~~,t::1 ~I I ~I'"~,I -,·'11.(,~\-'1 l ~i -I,I I~I~\\I '"., ,200'-1 I ,..~~,,,-1,1 t--i I ~"~,II II ,!----,-----.~R /W "'J I ~5 ;./8"6ey,;e,-line (CC 'NO),1('I 7Jm_"s,".I';'O.7 Iq"'ff-'~_"-II -'-COMlruti/on Ea;emetl---\'L},"~1 ._,---------;--------f',n:--:--f--'-::::=:=:::!.~J===~. ,~~1 L_:~_----~------~-------t'~----II-'-".-...-r $--.-.-...$'~~I~~~~~~~~F~..r--=--=-===~~~1'b::::=::=:::::::=1'~'~====~==~L~'~n;~2/~,t:;,,~_~~~~.~~-,L i 1 .....-,__-----5 -,.,.....~I#...-'.~....I-'"""'....--+-,.----~-~'-/8"5ewerll/iefC8MWD)-,_f,'T==±,'..:'--"':_I(J,~/:t 1_L-ir.t-l -~----=::f _,c:=r==~I N.J.JiiI855'W~±=~f'f~.:J ~r I.:J w--t---=:;~.T .=.L--=.....~.r=::~r-r---y----.--J.-.-_ \~\I -=:=,y./-I 'I7t~l r:=r L-~,-r--'--_Top ofCut,'1:01 ,r ~'.§.._t ~\\,.-v-=~..,~1&'"/"v v I I(r'Lt=l-r=:-r~_1,~~,QI \\"'--1 II Ql ~__~__-+--_:---r--J "'-I ,,-r--,'t ,I •..,.Fiu~,/"~,f --_L'J---r ,II\\1;----T I,f I ___,':.I ~,~t \ I~\'1.1~\':0\""II C/RCtJLAR CURvE SPIRAL NO.14 I::.-OS"44'SO"1::.,"OO"JS'S6- R-1500.00'T,-12S,1j'O.WOE':'L STA.162+00.00 TO STA.748+00.00r',.1 2"!,-ISO.oa'ET-,SUBMITTED BY:SPEC.NO.OACW 09-19-B -001!SHEL-"44.28'f /3,?O/#VMfu;E'i2J:iU .L ,DRAWING NUMBER Of~~I ....Ci:lE',~.AA"C~h=~:::-::--:-::::--1 ~6 .0"';~~~,p _.__1_0A::.:.;.:T['=--'.:,9..;,M;,;.A;;,;;R.;,;.15~~_~~_DI_ST.....RI_CT_F_IL_E_NO_._2~4..a_'_13....;,~,;;.t:t~:_A_'-,-::::.;;H~EE:;.;T:.::..IS'y '<'~O ~__L.-.-.._L.:::_~J~~~~~~~-=--=--=--=--=--=---.J:~_-_-_-_-_---:--_-_-_-_..:l._-_-_--------:----L~_--.,...._-_-__-_-_-_-_-_-_-_-.-__--_--=--...L"'O:-_~_~_~--=--_-'----_--_---____'_I ~~~{)~~~c..,,__~----J -~.,-.~.,..~._-,.'.__~.._":'J....J I PLAN AND PROFILE O£'AlTltlENT Of TliE AlMY I U.S.ARMY ENGiNEER DISTRICT !J.cu.Mt>lTO 1IISTlICT.COltSOf ~NnlS LOS ANGELES !J.CUM£I(TO,tALlfOlNlA CORPS OF ENGINEERS J.MOOR~ CHECKED BY: O.WOEHL PRAWN BY, IA\_HEV/Sf..PLAN;CAll.OUr;ADD SEC-T.AA.BeB ~__li4JANB3 SYMBOL DESCRIPTIONS I DATE jAf'PROVA! REVISIONS .('%-PESIGNEDBY,SANTA ANA RIVER BASIN.CALIFORNIA~E.GARCIA CUCANONGA CRUll,SAN BERNARDINOANDRIV!:RSID[COVNTf[S CUCA~ONGA CREEK CHANNEL OH'fARIO AIRPORT TO fOOTHILL BLVO. NOTE:For Ulililies ,:FenCl!I?e/ocat/ons sf Hellman Ave.$ee $IU!41-liD-a. I"or l3rtdge ofrwture deldilo 6ee ~eeta tjlU~1 thru lJIU-dJ,tlnd s/JI.RO-4. 140 Gt!APHIC SCALE PROFILE l/!; !---~~~----'--li4'-"----.-.~~----~--.---~-~--T4!---------------.------ --{~~I~/..,I.~ 51::C.Tlo!'-t A-A & NOT TO S,C.ALE 1020'---::-:'4:-::8--------'-------'46 ! II,j 1...\1t.ry r" Ii :j ; L _.I _.,~-.,.~".,·-"~'~~·~-·-~~~-----~'-·'r-~··'-".-,._-~_.""_."~""""""".-..~~ -I CORPS OF ENGiNEERS . -'-j.,..--,-~~--~ SPEC.NO.DACoN 09-19-B-UOII SHEET ('RAWING NUMBER :; DISTRiCT fILE NO.24..S'llll/I""i'.,II~iO......'.-'A-._""'_=-.J REVISIONS PLAN AND PROFILE DESCRIPTIONS --.-1 ..~_.- $TA.734+00.00 TO STA.720+00.00 Rc.loco.teet Si<l.t:Pt'"4in E.GARCIA SUBMITTED flY' -YU{~,¥.~f.<~ O.WOEHL J.MOORE CHECKED flY' DRAWN BY, DE'AkfMENT OF THE .lIMY U.S.ARMY ENGINEER DISTRiCT SACUMfIlTO DlnllCT.COltS 01 lHGIHRU LOS ANGELES r..o.<'UM£HTO.CAUfOl>lIA CORPS OF ENGINEERS ~O.800 DESIGNED BY,SANTA ANA RIVER BASIN.CALIFORNIA~CUCAMONGA CREEK.SAN BERNARDINO AND RI~ERSIDE COUNTIES CUCA~ONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVO. -..\...... Wolfs ".""---------------------~-- + NorE:Wall lleigl1l dimension is meosured from Int""al base of wall 10:lop 01 wall. / -In'lU!01..------::""._- .\:-,_.. ~/ri.6;1 at f II. :;;1 ~_ 'II~~~I!~~I:......C?Il: (j~1 <ril I "'i-"------"-------.-.----..--...---..----~---~----------.--T------..~.--..-.--.-.;---_.---~.--.-····-·-r ------------:f--~----1 1040 ,I'iii: ,..Con'_5'Chain Link Fence 1-~TOP 01 walls-r-------1 ··--'E~~;-I ------.----,--~-~------.-!==.'-'----.~---..._-j.----1----,--·jl020 IApprox.e.cis/~grou(1(1 +-::u:::;~~~of .1/004.23 '-1 i --~~-.=1=----+..------,--""'----t-t------l IOIO-=---r---'1 .I ------~ I /'-i12 '-"_.-"....,...------;;./720 -1000 --1003.73 /' --~--;-. .~_"••.,__'":"',,01·_.""_~"'",~".","""'"__._.__ PLAN SCALE:,""40' SEE .SHE£i 33 -GfCA,HIC SCALE IS~0.0/J685= c-c, PROFILE---:---:- ....,.....~.,--_.._---~~--..,j.......--,~'".,--'-,~-~._.~ 128 I'.4ft.d'h&=r:::t.::4I1=====!1::·====:s'fE::::::==:::::I"r===~!?f S£CiiON --------t:------'"~-~-----+---~---..---------,,---------- j '. f LiM/iS OF ---- ._...,.....------.---_.--- ---,-~-~~&"..+,-~~~-- .A IS-rock SII//7(011I"./1 '''tJrr''~'rtl71~Yl'' ((;Channel ~gm>~~~~ -, I___---.l__._ 130 H~Ji""'"Art1 I SPIRAL NO./4 As -00·.JJ'J6· Ts -/264.10' Ls -/$0.00' ______-t'~~~_.~----,----.,-,.-.----- I -~/:=::: E/.1017.42'/. GRA[)€-6HANG£ C/R':f.lLAR CURVE A-"-5O'JO· R-8000.00' T·III.J.06' L -2ZII.!U' i------r---- I ----_..~...------=::~-----._..__._._~,---132 NOTE:fOr (/fil/I/es .;'renee I?ekx:ahoo ef Hellman Ave.See 5heef RD-j, ,Fer 8ndge 5t;ucturedefdll~t'eetJlleef~ /3RZ-/fhru lJflZ-(P,lJnd $h~e.f Rb·4. P./.#/5 f CURVE OATA 1 _/6-$,'<12- IQIO f-_....;...--_..------ [ , -".tal~~I ':'1~"Qi<;)1 ....I~~Ijj_."f-------------~I~---------;I ~I /,R/W Abutmenl,Hellman Are.~l~~I ....1I ~.l ~I~()I91{f If)i(}-,-I g ?IQI<'\II·..,:For Abutmenl Eier's."'I-..J '"I1-1 i-I~See Sheet BRE-E.;n,!?(),......,~I;IrI:!I ~tsl~-H ~I~~-'I'''~:.:t I 1040 i.i :",I ----r------t-·---r---------·-:-----._.- '0,01 h~,I I -l--~--! I /02;.68 -,......-----_!l:J I I i-----------«-----iiVS.d.00940 :IL ----.--____In~n~'._~~___'_________ ,..,.....i :'\/02/./8 i I 1000'-~";34 1 U.S.ARMY ENGiNEER DiSTRiCTI11J11\11\1 J ii I l Irl'~$~":' I PLAN AND PROFILE DESCRIPTIONS REVISIONS Eo GARCIA 0.WOEHL wrAITMENT Of THE ARMY U.S.ARt.lY lNGINEE~DISTRICT UCUMtNTO l>lHIICT.COUS Of EHCiINUU LOS ANGELES ~'I..'.Iolf.>ITO.CALIfOlN14 CORPS OF EN:ilNllRS DESIGN£OBY,SANTA ANA RIVER eASIN,CAUfORNIA--- CUCAWONlJA CREEK.SAN BElti'4AROINOANDRIVERSIOECOUNIIES CUCAMONGA CREEK CHANNEL ONTARiO AIRPORT TO FOOTHill alVO.DRAWN iY' J.MOOREI CH"""'ECKEO SY,_ STA.120 +00.00 TO STA,706 +00.00~,..,."..,~~--, ;",: 01 SUBMITTEO BY,spr:c.NO.OiiC>Y 09-79-B-001I SHEET Y1.....J~t;.t;;;jy DRAWING NUM8tR ---016F-f-l-A c.~'1rl"..MAllie.. DAm 79 _MAR I'OISTRICT fiLE NO.HailS R.E.\lo'~'5Hi:TS-~--==~-'''-~=-__.L__--=-~#~o-l-'t~"::"::;":"; -"j"".,-'--,..•_~_._"-,""-,--..."~.""-'~..'..~- ___-1 10'I :1 .·l~~:'and U.W311 HI.+ Transition (see detoilsonSh~/4/). -,-__-.__-.----------1---_-.*---_.~-__-__.-..-.-~--.-\-\--~~ NOTe:For Ufl/lfif:5 &FenceRelOCdtion~"f 4 Tll5tra::t oee t'Jheet RO·/.rorBrifge 6tructure deta/l~oee &1~. I3RI-/thru 8R1-~(lnrJ $hI.RD·Z 990~'- 980'1!5~--~'------'-.-...--------.----,i8"-------------- ~'.5111.000 II.I/...\1F'l( r I- I DISTRICT CORPS OF ENGINEERS I I 9eo,-'--=-=-::-~~~----'-----~~~~c-----106 104 ~-_.._-----10Z~"-·_-------~------ PROFILE SCAU'::!""4d HORIlONTAL B!,".!O'VERT!CAL HorE: Walll!~iaht dimension is mtlosurtld from Inr-Iul al btUIl ,,/wnll /17 /nn ,.,/wnll...--_.-_.------,----..----_....--....,-_....._... Z -=;;;;;;;iZiE-----~.........---«:iiiiiiiiiiiiiiiiii:J PROVAl REVISIONS -~JCr;:D -~!~£."- PLAN AND PROFILE STA.706 ...00.00 TO STA.691 +90.88 A lI.OOll10N,A\...NOles Dt'AlrMENT OF nil AJMY U.S.ARMY ENGINEER DISTRICT ~TO DISTllCT.COlIS 01 EMiINlllS LOS ANGELES ~~TO.c,uIFQlN1A CORPS OF ENGINEERS E.GARCIA DESIGNED BY,SANTA ANA RIVER BASIN,CALIFORNIA CUCAhlONGA CREEK,SAN IlERNARDINO AND RIVERSIDE COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. J."'OORE CHECKEO BY: a WOEHL DRAWN BY, SYMBOL DESCRIPTIONS It I,~~I!OOO+ Iltr-"t Acctls$Romp (SH dtlfails on sltl.~/) SPIRAL NO.j, l:>,'O'j,'20' T,,690.69' L••100.00' PLAN SCALE:."•"0' P.I.#15 f C()RVE DATA .r ./4·'8'20· ClRC()LAR C()RVE l:>./j'4.J'40' R'4900.00' T·'89.8j' L ',,'''.02' +,.0'•,20' I1/10'I GRAPHIC SCAl.!. +EI S91 000 r II iiIr ._-,.-........,..............~!--~--~-.-.:". ,~r <-1"""--._....~--........,~--.....-.L_~._.._.....L_.-----,.I.0" I. ....;;;;~:.._....;:~_.~---~•.-----------........----!.:l~a "...J.::SU:::.B.:M_ITT..:E..:D..:BY::,::..:;+--~~~:-:-:-I:-:-·N_OUA_MCB_~_O..:9.::.-7:;;9:.:..:.B-~0~O~"~.lls!:!!r~!l;!.!J!I 11 11 DISTRICTf!LENO.Z4S/17·REV.'A'~e..SHEETS L.l~--" l- I IBENCH MARK E 1.591.06.04 PLAN AND PROFILE CORPS OF ENGiN~5 <-.~-~--".-"", •:"1-" CUCA~ONGA CREEK CHANNEL fJNTAR10 AIRPORT TO fOOTHILL BL't/D. --_.---r-- ----------'-----,.--------,...-':..l.----r-' STA.691 +90.88 TO STA.680.00.25 ==~-- l>£rAlTMENT Of 111£AlMY U.S.ARMY E~;JiNEER DISTRICT ~o DlsnlCT.COlI'S 0'ENf;IH£US LOS ANGELES SAUNoI£HTO,CAl.lfOf,.nA CORPS OF ENGINEERS DESIGt;EDBY,SANTA ANA RIVER aASIN.CALIFORNIA E,GARCIA CUCAMONGA CREEK.SAN SERNAROINO COliNTY DRAWN BY: P.I.#IlA~1 f CURVE PATA /"10"19'/0·,'. C/R'CUL4R CtIRVE SPiRAL hO..140 6 "OJ"J/'/O"/16 "O.J"24'00· R"695.00'T$"96.2~· T."21.04'L$"T5.oo' L ..42,08' , ,,,',,.-"""""·70-..~;":i __c_c-_,,,o."'___·,='"',.-----;:.,--:--::=':_.~.::'.-- Lj ;6 ',.ao~ Po;.:It;7 f CURVE DATA z-".,,'O~· ..1-_ i.29.;;' L ;:".'0' CIRCULAR CURVE ~...--~-~---...------~----~._,~-:::;.-;;--~ 4. 5 E I ~!i'OO~ U.S.ARMY ENGINEER DISTRICTr I~ I- ~I j ,.1..... r--:V ....--------------------,------------ I I-I I .. OF SECTION O-O~r----_II&~P \l "I k~~~I~'il~Q\I~~I-;;-.~I"<.01 .")10.;~I~~,~ I I ~_I ·Til ".V I II I !IH960IApproK.exist..9~I surfoce (a)~01 II IYchannelIII •~9~ I"IIII'II,'ij40 I .I......r rs» LllJITS NOTe:WaN iI,igl1l dimension is m,asllr,d from Inve,t at IxJs~al wall 10 lop of wall.PROFILE SCALEd.40'HORiZONTAL a j".iO'iiERTiCAl ENGINEER DISTRICTU.s.ARMY I ,. , Lrr.j \ r r D£r.uTNIENT O'THI ~Y U.S.ARIotV ENGINEER DISTRiCT $IlClJ,I,W(TO DI~TlICT.COlIS 01 D>l(.umu LOS ANGELES ~ClAMlNT(I,ULlfOIHlA CORPS OF ENGINEERS .... 1I !r~ REVISIONS PLAN AND PROFILE DESCRIPTIONS OESIGNEDaV,SANTA ANA RlvtR aASIN,CALifORNIA CUCAIotONGA CR((K,SAN StRNARQINO ANO RIVERSlOe:COUNTIES CUCA~ONGA CREEK CHA~~EL ONTARIO AIRPORT TO FOOTHILL BLVD,ORAW!'f ay, J.MOOR, CHECKEO IiY, SYMBOl. SPINAl.Nc1 gO .1."01"J6'00" T•..2J4,32' h "J()Q.O!T c.Mislinf}RalleJ Wi,. R,w,'mNI To 8.RtRfQur:I. 51"."'J#-19.Z~CH.RI.-1945M.IOli4').~4RO.f CURVE o..r.. r"1J"1~'4~" ';;"'._,.,-... f WEST 8OUNO CURVE DATA ~..28"3~'4Z"R..~OO.OO'r"12TA,}'L"249.54' I- L.--=__-=-=-------------l-~- ....~CI.IMf"aitIIf~ ;·-h1l>K"I'~ ~'r f r IiI:I;I !I I ;1 '...........:::..:. 930 910 940 920 652 ~.:---1 ~--6G..... .-'~,g,49.1.69 I p II,J9I,1I9.1f)11,$",009 .., F:fr~'·--'""F---::~~rtD COtH,N~!riF'-,r--'"~~'-'..-. --'r~~~~8l ,,~i~':=:~~~:~"..---,i ._.... f&,AcOED NOl e.t,!;.AllQ~n lit;,,,at, ;A\ShedRtf.Audet,RI.,/uJalttl M/(;"edm«bline.l,..<••;J~.t SYMIlOI.DESCRIPTIONS DATE A!'PROVI-.l REVISIONS WUTMENT 0'THE A&MY'l U.S.ARMY ENGINEER DISTFUCT ~TO llIUl.IO.tOUS 01 DIGlHQ;lS LOS ANGELES UCMMlHTO,UJ.IfO&l<lIA CORPS OF ENGINEERS DESIGNl:D BY,SANTA ANA RiVER BASIN,CALl'OllHIACUCAMONGACREEK,SAN BERNAROINO E.GARCIA AND RIVERSIOE COUNli ES DRAWN BY,CUCAMONGA CREEl<CHANNEL ONTARIO AIRPORT TO fOOTHill BLVD. J.MOORE CHECKED BY,PLAN AND PROFILE O.WOEHL STA.G6~+95.00 TO STA.660+00.00 SUBMlntO BY,SPEC.NO.OACW 09-19-S-0011 Si-iEE.T ~11.iJZJv DRAWING NUMBER 20 -l;.HIE',lll'M OIl...."..OF DAm "MAR 15 9151R:CT FILE NO.2411120 ~IV.6·~ -~-_..SHEETS ~",0-,'JI-.....- '!f'.:ISo'I12dI PLAN SCALE:I""40' 1-~ I :·,~i;..·~".':·,,·..';~,'.,\','.."','-:'":.J:.:..'.!r..'.'.,'.&.__..,~,..;....._•.•:~........~.......J.....-.,__,._._~_............'~.~"_.......~._.i,.,...,._._._.....J."~.~_ ;Z -::;;;;;;;;;;~£--.,1------~<;;;;;;;;;;;;;iiiiiiiiiiiiit" -,\_L _ 6 ..t.0"j~'11" R"'40.0' T"7.ll' L ...14.37' Power pole (5teC) p-ofect in pI<x~ Remove &1!XJ/v&Je t4" checlceo pl"te M.H.cover i~t~1/qr~f8.7 cover,ee ,neef RO-//-& 950 1#Ac,csl:Roru/AC.is /6'wi'!. ~w;'~rfJ j4k.S sno'l(t1.8 ~ L-..:l...-------..:------~-----_---:~""'-'-.,__,...-------L ~!...-__""'~_~_-~~-...-_-------------'-.........l.---.-, I- ~.~..,..r~Y"..r,",,~r r---- u -.- s -.-ARM--Y-EN-G-IN-EER-·--D-I-S--'TRI'--CT-----~----y----------------------J--~-'-.----.,........------------...-------.,........--------------r-------------------------,1 1. 1 r-.............""""::~~~~.....;;.;",,;;,.,;.~;;..;..,-----.-~.-L-,M~/:'T...S-O-F-S-E;..,c~T~/~a-N-o_-o-----""'---....-...---------.-.;.""'--.-.,.-----."-,...--...-.....:c:.:O~RPS:..::....:O:.:.F-=~:.:N=G:.!N;.:-J;;:::J;;::;.~~-!'I ~Tftllfsifion ,.", n'"'"--==I -.J r __--t_~ir·.-;rs..cn"~--;40~o~,;~;;~s/~·r~·s(j"'~-w£~ni.r1rrr~-~(J~i':.:·r;l:.:.i!.!iQ~n~._ .I III ,~I'~~~S~EET 33 I .I .--....I S;~Pian (In SH~;2;I I ~I 1 .....1 ~J):i ..1 ",I ~L..!I'.~.,1l;!I~I ~Q\I~~I ~I I(I~1\f11!21 ~l_.~~:"'1~r~~I ~I \01 ~I~;I ~I £1.9!i5.63 ?l~gl~l~'11~~~~~~~I \Ililli C'!!!...6;0?.in '01'01 ~\QI~101 \011 Topol ,,~!,:.1"1~1±1 ~c:,;;:t:~~.):'ll:;I~I..fIIIf rCT"'~,::IIC,('\QI~"Exisling Rail ""'CI.....~I~I~I ~~~::~!ti ~I~I~.J ·,~I II /'"'7/--+-1--"""\\"'J 01 Chal1nel f ~1ij1~I~J \tl~~~il§"~I "[.vii I 1//J '\II -n !',,\\/,J/~~~~~"'I If=::I~'!i \\rl TOPoA,waIlS~--'::'~r-----li-----I-----r-----~~-----.------.--------,--+I--_----r---., I"-------L-+---+--f"L/WA'Lmen;~--:--T~1N~~Ab~~f-~-_!---~~lll I I I T I 'I I 950III-.I-~~('\~\..1...I\\I nI I I I'I I'I IIj--+Ii-I -+I__+-I_'R._~_W_A_IJ__i'I--I------=.....:·=t=~r"&~1J~~IJS I "1:1 ------ll"I -"-I,'II __-.LIIIIL9)),25 Iii I JI ~I~I iiOCirmi boltom~o;C~;wllh TUnr ll T',------,1_-iRtqlJi"rt £x~+Q_r-_OI_i_()"--4--IAwro.x.exist,groundI r .-.----I I I I ~~t.:?/M.01 Walli (misc.fill iO r::(.931.0 '-.J .........I I surface ({j £01 I ,I g30 LLL'\:S_~..~~~;-=~t -~C'~.~o.~O~/4.J~~~~8~3~:::=:t!~;;:;;;;;::;;:;~~~*I ~\l?I~~~'-lll{~~~'~~~!~'~==~~~l ~~~~~~~~~~=j~1======--=======tl :..:::=======-====-fF===\~-="'=--:::::-~====fl=:::======~==::f===-====-=-=-=-~~~~====~'~c~n§a~nn~e~/=-~,~=::::;'~~:..===-===k--J1--\"'.2.3275 I Ii.'y 1<:;=S7lT.1ciGZ07 Itl I I ,I I -I II .->-I I I mr-,01 f~I ~£1.927.50 I --I "'".I I I I II11Ir'.£1.926.2f DERIfICK I SOUTHERN PACIFIC RAILROAD 5TA.1121JT.19 INV.CL.928.25 t20 I------f------------.-..-~-"~-- ... $TONE .--------..._-_._~--_..- PROFILE '50 ---~UO f-t----4 130 120 VERT.SCALE:I·.10' HORll.SCALE:,'.40'NOT:INVeRT~WALL NOT SHOWN. ilO '--.l-.__-..:..~.__ 662 ---------.&60 6511 656 U4 152 110 OUTLET.TRANSITION PLAN,PROFILE,TYPICAL SECTIONS STA.660+00 TO STA.652+84 ± ltEWISIONS O(SCRlPTlONS llUAifIoI£lolT 06 THI AIM.'I U.S.ARMY ENGINEER DISTRICT ~1ml.lCf.COW1 0/1 _IBS LOS ANGELES ~CAI-II'(l&NlA CORPS OF lNGINEUlS O.WOEHL E.GARCIA ~TE1 I i MAR 1$56TS DESIGNEOBY;IAIoITA~AloiA 1I1'tE1t IASIIoI,CALIFOIlIolI"CUC"...OllU (IIUII,IAH I[IIIo1AIIOIIolO AIoIO II,VUISIOE COVIolTlU CUCAMONGA CREEK CHANNELONTARIOAIRPORTTOfOOTHILL lILVODRAWHBY: JMOORET6ARNES CHECKtD 8'1, ----:;,;........:.....,,::.-,.---:-_._-- \'---~ \ \ -----I\. ~lio__"---_---~---~-~--- ~~_~.'.\..\--l~-------------....::......".....l ---<:,~ LEFT BANK .15"---...................."[n NIGHT BANK __-----,,~-/~~CiL..W~~~-----/ -~CXCAVA"ON .5 PZ-2 SHEETPILlNGfTyF:(-------- I I I I ItAIL IJ WIRE !i'£V£TMCNT(PIlOFeCT IN Pf-ACEJ IA..,.-TIE SHeET PILING INTO EXISr.ItAIL •WIRE ItEVETMENT 8'CHAIN LINK FENCE FOIt FENCE POST !'ILING O,TAI!.seE SHEET • TOP OF1SHEET !'ILING EL.14'.1$ SECTION B NOT TO'SCALE \ CHANffEL CHANNEL 8ACKFILLEL.9J/.0 . TOP OF ROCK AT WALL EL.12&75PZ-J2 SHEET PILING SEE SECTION 8 /tIGHT WALL PZ-J2 SHEET PILING(TYP,) T,J' EXISTING GItOIJNO 61.25' ., STA.660"'00 NOT TO SCALE ')--~-------.~ I /-')l )RAIL AltO Wi/tE REV£T~T r: r--~l -/IF/1 ""-~t N_:_;w_7_0_8..,,!'_D:....'S_T-IJ_R8......,\_D_-"'_)""\\--$f.o\-l.w---i--~......__----' TIE SHEET Pc NO vtTO EXIJTlN RAIL \ANO WIRe rUMENT 1/t~c;H 8ANKJ 1 iI \...-. T __~~~~--1')(f1\1 SC~;~~40''~ TRANSITION .-6OTTOM WIOTH .JO' .....•..,t.·· FLO'"", ) J~HANNCL / CL.926.1;----I--CH:;;;-;'-;;~. EL 926.2 'EL.9J/.O I PL J2 SHEET PILING ~-_.... ......... ..................... .0.-··. .." LEFT 8ANK »'5'_____,m~T~U EXISTING RAIL a WIRE '''-.....";.,,,--------- REVETMENT (PROTECT IN PLACE)~f // "~XISTING GROUND LIN~+----f 11"d1 I ~EXISTING RAIL a WIRE J .\.I FOR UPSTREAM WORK SEE ~Z ~/.",":L.~O~I I.'"I REVETMENT(PROTECT IN PLACE) \,.PLAN NO PROFILE SHEET ...~-~~...Z ,IrL 92"25 ............I "'--2 CHANNEL 8Ad?'KFiLL~ott /to..,...~-...........LL.REQUIRED EXCAVATION0%I ~~EXISTING RAIL a WIRE REVETMENT I 0 0 /I Z ()..(PROTECT IN PLACE) I ,I\//~~//-.../,,------··~{A.659+40 SE IIII~'I \,I /2::;/~.../'""~m "';~~~,,~--\,II !.'I 1.// :\\'----\~~..::::::c-~~==-~\,..>----::-----.,.\~'l""rl \...,,:'-\_~----"~--------;-~'v\\~/'I'\ I......~oz --.......--'.--------..-~,~'(''",00 _~---_-,-----:;---=-~I _.'"-'~/"•'.1./'<..." i.\;::~~,,ou ~3:::-~~;':'-:~~~~£~~-~~...~_A_~~N~t'ffMtm~··~~L~_'_~"_'l'J \ .\\ \\,, I J'I~-;." II I J J.J ,IV I .._:.__. T,J' "p,...9'!~NG II I I"p,•.I'"LaiNG I "p,..22'LONG 1--:....7'--I~i:....·,_L~.,_.;.-..:..'-'-1 LEFT WALl. 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DAT£,19 MAR 15 J.MOORE CHECKED BY, 0.WOEHL I~--- -----.----,~--'C-T~ED""---- :-:-.R~!~~?_~ ,-----"'=:=-_..I .REUc~,. .1~1~1~1~~ SCALE:1-.10'HORIZONTAL AND VERTICAL. o ,,/w~ ,14'PAT lOt I()'W!C£T:JRNARI:Xf,WJINOA£2-6!-----'~d/w--l;ttw---t"""'......",,-:::.=---t------~~-t-__..--tI-_-__-+---+-SL-O-P-E-TiTIOR.-DII-:-r~-'ti"r._l:Jp~ro~',....·V.:A.~Ii:,'i~·i;-t-t--~-r-CH.-;4-N-N-f~tL-hl;:;::j::_,-:..!:.!,.1~,,~~~~if:;jlrtS,-L-~'tp-'EI-,,-o-.~-t-IN-~-.·l-H:;-----ltU&t--,-~-D..I..~-M-~N-£-SI-:-'N-S-A-N-D-:..,.A-L-LOU-T-S""'-S-H-O-w:-N .....A-T-S-TA-....'.....J-'-.,.-T-"-OO"--A-R-E-T~:-P-IC-A-L---+F-OR---'-----'--=,~=~~=',;-;-.....);--:.~...~~·-:/::-:-~>-~:::--:~-::-~-:-·-:'50':"---'---;··-:-:-'-.-n.J...:~-__;:,-J;-~:.-.:,[-:-'''~....-:-_=---'---.... k.R~.•H'~~4---I---~-_~-_-~,-~~~~a~F~/~L~L~~~y~~~t~HI-i ~~~~~~~_~_I-~--+--+--~~~~~~~~~-~Mg~~Ln~~_--~~~mmff$"~NM4A~AUA"L/~nEroALLUCTlUS~~_~'_I"__'_''.--_.._.II--------<-;f CHANN!.:..;,~,EXCEPT WHERE NOTED.r---",:,-_-,-..-_..-II----t'EXCA.4TION..............--APPROX.EXISTI G 2.FOR Stl6DRAINAGE S1STE/tl DETAILS,SEE SHEET 49.FOR LOCATIONS OF $YMEIOl OlSCRIPTtONS I PATE ~>PIMAl 1--,-~_.;-r--,..._--GROUND LINE Stl6DRAINAGE S1STE/tI,SEE PLAN a I'ROFILE SHEETS.lHVISIONS COoipACTE!'CHANNH FILL 1\7-----'":Z:ID 1 -.S'~CTIONS r.'·I(~N LOOI(IN~DOW"'ST~r~M.~~-~--~--~~-~;.~'~~;~~~~~~~~~~~~~~~~-~---~-.~~~~~~~~J~~~~--+--~---~H~J ~M~~n n~M W~~~M~I ~~~~~~maI''''''IDnl--1'1 ~.;';,,;...__.,_."....--.-;.,:\t~FI /2~'2J LAT)-«RIGHT-OF-WAY LOCATIONS ARE APPROXIMATE.~.m.ICT.COVSgfEHlOlHf.U$LOS ANGELES ~~:::>'•"""V ---SELECT FILL So CHANNEL FENCING NOT SHOWN.5Io(;......'''UO,t.<llfoaHl...CORPS Of lNGINlLRS I.~TA.8''''8+71.1"10 6:APPROX.EXISTING GROUND LINE 8ASED ON 197'AERIAL SURVEY.DESIGN(OIlY,SANTA ANA RIVER USIN,CALIFORNIA...1;;1.\01 CUCAMONGA CREEK.SAN IERNARDINOP.LEE AND RIVERSIDE COUNTIES CUCAMONGA CREEK CHAN"~LONURIOAIRPORTTOfOOTHILLBLVD. .-.------.....I.--------------------------...L1--------"'.. 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NOTES I.DIMENSIOIU ANO CAHOUT$SHOWN AT STA.Tf4"ZO.OO AHE TY/*ICAL FOIr 60TH SlOES Or CHANNEL,ANO ARE APPLICA6LE TO ALL SECTIONS SHOWN, EXCEPT WHERE NOTED. 2.FOR SLNlDRAINAGE SYSTEM OETAILS,SEC SHEET 49.FOR LOCATIONS Or SCl80RAINAGE SYSTEItI,SEE PLAN ;f PROriLE SHEETS. ~,SECTIONS TAKEN LOOKING OOWNSTREAItI. 4.RIGHT-Or-WAY LOCATIONS ARE APPROXIMATE. $.CHANNEL FENCING NOT SHOWN. 6.APPROX.EXISTING GROUND LINE BASED ON 19"AERIAL SURVEY. TA.16~+20.0Pt---+---+--+--+----+--+---+---+~-:-.::+_.=...::..=____=t_=_-__I--+_--_l_-__If___-_+_-___l_~-_+_--~-....~ SUBMtTTU>8Y, ~O o SPEC.NO.OAe IV 09 -79-8-0011--{JfriLL«Al~~~I..-+:.~H'f';It.L.I<.tz..ld<'..b..J,.L~t"~-OAAWlNG NUMBER~=-;:;-;-::'"~-----lOoI.TE:79 MAR 15 O!STRICT FILE NO.141/23 SHEET 23OF 56 SHEETS .""".r'r~"r------------------------r------------------------~--..:.......~-------------------.-----------------------.----------------------~ CORPS OF ENGINEE.RS -.._--~--------,990 I -'-~-~9!O /..OrE -I - SHEET Z4OF 56 $H£[TS I DATE IAPPROVAL II II Sf'tc.NO.DAewOH\l-B~OOII DISTRiCT fiLE NO.Z4 alZ4 DRAWING NUMBER REVISIONS DESCRIPTIONS DEER CREEK PLAN AND PROFILE STA.96-t15.16 ,10 STA.87"64.86 OEPAlfMENT OF filE AlMY I U.S.ARMY ENGINEER DISTRICT ~1O III$TlICT.COUJ 01 tNGINEE"LOS ANGELES ~UAM[NW.tA\.lfQI.NIA.CORPS OF ENGINEERS J.MOORE CHECKED BY, D.WOEHl.. SU6MITItO BY, r.al~k~Lh;/it P:OEiiGfi AANC DATEr 79 MAR 15 E.(;ARCJA DRAWN BY, DESIGNED BY,SANTA AlCA RIV ER•ASIN.(AL1FQRNIA (UCAWONGA (RUK.SAN .[RICAllDlNO CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILl.BLVD. SYMBOLiI~, ~...~ I\) ~ ~~ -->l~ ~\,, ·O'.~:::T:O ,·..~_=·Fi~~~L_ -~~-~----- SPIRAL NO.280 t:J.,-02·"6'00·r,-119.6'" L,-1'.00' DEER CREEK f CtlRVE DArA 1 -20-21'S"iI CIRCtlLA,1 CtlRVE t:J.-I"-"'·S"· R-800.00' r -10~.6S' L -206.16' Z9f'160',120'IflO', GRAPHIC SCALE o ld .11....4d-d'I r II,, + /.iVal1 &19~;,i dl:"7ie,.,.s/::J~#,]I~,ry;et:2s,.lr~d ffOJ71 /nv=rr ~I bas~.:;/Pv'4/1 .'b lop of"iT·all. t.r~l?;lr~1 P~ll;(Ae If;\:;1!'4Ih)J ~~tZ sld~29 /./br ClicQmQ'?<.lq Crd'eJ::Pia"i Irt:?/i!a"see shf.lB. 2,r<::>r Cvcamon'/tJ J.O<?er Creel OiVlqq W<111 &I/':;/I.r,S=4! sills.ZG &E7. .$,r......5:7'1 £>1!f:n7qrd"12 I711w4Y R~tf{t::>d//"H;;Ul/onS,s~e sht.,50. 4·/i;;Y ,5;m t'v'1qrdN rr~~way Shorln9 Plan J t?~/4({S".ue shts. 28.f 29 So I".::¥S?;:p/emti?nlql Cn4l1MI Ora/'1 5}slc::m,S€e :;;,r.Z5. 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SUPPLEMENTAL CHANNEL DRAIN SYSTEM -.DEER CREEK B CUCAMONGA CREEK DATE!7i MAR 15 SPEC.NO'DACW09-79-S-0011 SHEET -IV'VM'-t~""":':f::7:!:~1.~~·~J...:..=..rD;::;RA;-:"""WI""NG~NU""M7:B""tR=-------l ISI,Mf;il£SiGI<iWICH t-;;:;;==--:~~------1 Of DISTRICT fiLE NO.248125 REV,A'$rt~:TS DRAWN BY, e.LEE T.BARNU CHECKED BY, DUAlrMENT OnrtE AlMY u.s.ARtolV lNGINEER DISTRiCT ~NTO DI$llltT,'OU$Of fHGlNlllS LOS ANGELES $AUAMENtO,tA1.lfO&NI"CORPS OF lNGINEtRS ~6-rJMAN,.,ot.ER.ELIEFIPIPE ~~1-[CHA/V,VEL FACE r---~-l.fr'~L-,!,'L~_.-.~I--J:""'-_ I 1 II 1 I ,I I 'I S £1.955.55 I I FlOiK'b ,I II I I I ----- ."AUTOMAT/C I I .~+--=t -=3--- DRAINAGE GATE-..!..!I' ,""-.l.....~'I I ~_PIPE~NO I1LINOI=.-oir ..J I TiLUI REtiO.L_~I#-_--.J.I.1.11'1 J~:I!~'.J·~IQ· .JoI I'!--- ...~ORA/If '/PEl ill !I!-.'~~.,TAl.,'N4I'iNCL 'PERFORATED}-JI ~'.';;:tlI./IJll'-NO.{lllraMA(1& '£EI.EV.95$.65 t·~ELEV.95WRCQg &.&'111411 $.TA.HfHLOf, PLAN °6- PLAN °B- "NOTfO SCALE \(l~ltll,J·ct~I.) ~.-'..._'0-.._.__.._~_..~~..~Q:_ Note:ltl~ Oeer uk.manhole :<i.IQ not 5hown.t; ..._----_.._---_.._.....__..--_..._...-_..._-_._-- ---..-.---------lN~iii'A-r r:.~-..._. 8"POrain Pipe E/.955.2 Pipe Lateral 45~ CLEANOUT ASSY.-PLAN NOT TO SCALE NOTES: I.SAN BERNARDINO fREEWAY NOT SHOWN SEE ~IET 18 fOR O£TA'lS.If) 2.FOR PLAN,PROFILE ANO LOCATION OF 6°13 SUB-DRAINAGE SYSTEM,SEE SHEEn 24. 3.fOR MANHOlE DETAILS,SEE SHEET 4i. 4.fOR OETAILS OF 6"'SVB-ORAINAGE SYSTEM SfE $HUT 4i . ()... lJi If) ~ ~ \I)_..-. 10.: GRAOE CHANGE £1.959.48~--'"'------ PLA -8" Lt.Wall In..-«t Deer Crk.----- CI.9~9.XJ COUPLER ~O"LONq u''-vt!lTlt"L ,,~'"OIllIZO"t"L I r---Manhole in Deer Crk.II Channel LI.Wall U n'f '1' MATERIAL -CAST IRON FRAME-1041bs. COVER -22Ib$. ,.STARTERWALL ""I '19' ID'f ,tI 8OTTOII OF._-t~.'~_SLABrARI~S ~}l)~j)\.-6"~SU8-DRAINPIPE 6-0F TlUEII MATERIAL ••SUPPLE-:'I l EXCAVArlON LINE FOil ...~PIPE BENCH MARK'Jl:/~'N9'!lJN BACKFILL WIT";NATIVE MATERIAL USCE -191'0-CUC.12 :'Ii PERFORATeo SECTION A-A 1 1/2"LP.#/811.CAP'6H,2r1~:i ~NOT TO SCALE"I,IT'•. 11.981.964 AilSL.~~...... TOrPR.'!IN."~."'E6-11 su..8.E-.~POINTS WHERE ....SUPPL.EMENTAL <H -..bot/e..~!r!f£~ru:;;~;:1tt;:A ::;;TEM)..~ PIPE LATERAL 4~· ..'>:.::~" ,""5"0"n rr ff ,·a40·rO·r'l It,"'r PROFILE Lt.Wall Imert.----Cucamonga erk.---- Manhole in Cucamonga- Chor1nel Lt.Wall STD.COVEll"9<16"JlI~~.. CUT 4"z,1/2-OPENING Iff COVER- RESTRICTEO OPENING .J JI'V2'"LOCATED NEXT TO INVERT OF'WALL CLEANOUT ASSY.-ELEVATIOO HOT TO SCALE I a 12-I CUI.TYP.1 SUPPLEMENTAL CHANNEL DR~N SYSTEM ,0,40'41,,f •·1 '1 12,0'"f Z31t CLEANOUT ASSf"JTHRUWALL.SEE ·CLt:.ANOUT Assr.-PLAN'THIS SHEET ~~~~~~~~i oi ~io OJ ~~~io~.....~~\(l 18 10)I,j iii '-=iii I,j II}"iii U ~~.Q~...1-.1-~~ ~~---.------.~"-----\1)----~- \I)\$ £1.962.32 ClEANOUT ASSY,THRU WALL,SEE CLEANOuT "..ASSr.PLAN 8 EI,8 'J1 Dram Ape THIS SHEET. f! :J' 6-~SUB-DRAJN PIPE--- ---- ---- _..._----_.._--- \ \\~ \~ \~\~,,.,,,,,, \'""1 \ NOT TO SCALE SECTION B -B ltll ltl i~~f---~-----,-----.--------~ ~ ~ '".--------~-I-: \I) EXCAVATION LINE i60 i10 f BCNCHMARKUSCE-19T4 -OEeR H °COPPERWELO ROO !J6U284.ff/.~9/.~/I.T6 FLOW_ STO.ClEANOUTASSEMBLfFLUSHWITHCHANNELFACE,"" / r·.=--.-----'-'--------------'I------------------r-I--.,..------------------,-l---------------~-­ U.S.ARMY ENGINEER DISTRICT I CORPS OF ENGINEERS I >10'$1·I--oo~-------....::....---------------------,_ ! SHEET 26 Of 56 SHEET"> 2! II I DATE ..~PROVAt II SPEC.NO.OACW 09-19-8-0011 DRAWINQ NUMBER DISTRICT FILE NO.2.4 Sla6 RE.VISIONS DESCRIPTIONS..1 ." CUCAMONGA a DEER CREEK DIVIDER WALL PLAN a PROFILE 19 MAR i!S DtrAlTMENT Of lliE AWY I U.S.ARMY ENGINEER DISTRICT $AQAMENTO DISTlICT.COlrS Of ENGINUJ.$LOS ANGELES ~UAMl.NTO.l;I.l.lf01Nl"CORPS Of ENGINEERS P.LEE D.WOEHL DATE. CHECKED BY, DESIGNEDSY,SAATA "ANA RiVER BASIN.CALIFORNIA CUCAMONGA CRUK.SAI\I BERN...ROINO "'NO RIVERSIDE COUNTIES CUCAMONGA CREEt<CHANNEL ONTARIO A.IRPORT TO FOOTHILL BLVO.DRAWN SY, H.HARANO R,g/erence Oraw,hf/S; I.rol'?k/rl J.I7g/i"h dQ!<:t of' s ...e sill.Z4- t.101'P/'M j flo/i!~datd ~I' Q-.:'IJ!-<..$£<::.51;1./8 .1.rol'I't,.W41/dS.5i9/1 4/5echc".s A-,A Ihru £'&, $~6 sit!'.33 4.For Ckl'l'd f)lUm~Sys/el11 hyQI.<'" se,.sld.s,/8,Z4 and 15, ~tWII ... ~, GRAPHIC SCALE" I'.20' PLAN~\~ '1h:I --\t. \--------1---_.----- '{J\ G~l'\ \. "(j 1 •..II I I · L.--__-_-..-_-.........-...-_----------....11----------------.L....-1 ------------:...........-----'-I----------------.1.....-I----'1~lnl.-'.,~i)~~5#------.-J J - SHEET 27 OF ~6 SHEETS I I DATE ;APPROVAL 12'II',. I I 30'.rI '3'=!! SPEC,NO.DACW 09-79.B-0011 DRAWING NUMBER DISTRICT FILE NO.e481 Z7 REVISIONS DESCRIPTIONS SECTIONS AND DETAILS o .'I'f III ,, I I p,LEE W.tAITMENT Of THE ~Y I U.S.ARMY ENGINEER DISTRICT~NTO DI~TlJcr.COlrS 0'EtlGINHI$lOS ANGELES UUAMENTO.tAllfOlNl...CORPS OF ENGINEERS SECTION rcJ' &.14";==I~O 27 GRAPHIC SCALES CORPS OF ENGINEERS . I SUBMITTED BY, rl/ti;;C1f.!ok,8 ...16:OlSIGN iNCH DATE:79 MAR 1:1 CHECKED BY, D.v.QEHL H.HARANO DESIGNED BY,SANTA ANA RIVER BASIN,CA~IFORljlACUCAJ,lONGA CREEK,SAN BER......RDINO AND RIVERSIDE COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT to FOOTHILL BLVD. CUCAMONGA a DEER CREEK DIVIDER WALL DRAWN BY, SYMOOL I NOTES: /.Localion of sections shOff'"on .shul t6. 2.For ~nera/noles and m/sce//a/U'ot/J dddi/l, Se4 sJ;~41 32, SECTION (r\ 1/4".,'.0·\27)'-...../ SECTION ClJa/lMI i(lVlr!hI flY'/in Ih fro'fi$/"U$4 d/udion willi 1'0 crOH S/OP4 belwetn ClicamM94 valkCha/lIle/sid/ions 685181.5 10 680fOO.25 CVId O~4rCruk C.ha/l/Jill sid/ions 9t1-51.10 to 811(,1.86. c.c. I~.lOt SECTION SECTION ac. I For fvf)/cal eXCdv~l/l'Jn and !::Jd/i/I at ~~Je' walls,StU f.fPifJ!CI9ss.-se~ticinsI 5/.«t$I:Z and23. U"S.AP...."'V ENGINEER CISrR1CT L..--_..._,.:::::......:::::...........~~:::::=..~,,_=-----~---_---LI_~----------t:-,-----.JIL....___~~,~_....L'___..JIL...._~~,.nl=--I.,;3{)-..:!.,=....,.,,~...,,=~---~ L it· Ij r!I i U.S.ARMY ENGINEER DISTRICT I I I I CORPS OF ENGINEERS , -- I-----~---- i: - - REFERENCE DRAWINGS P LAN SCALE,.·.10'LEGEND SCALE:,••10' 'GRAPHIC SCALE o S'10'ZO'XJ'40''0' ,fI,!!,,[l'!:'=:I'===:CI==::::II===rl==~,' I I DATE mROVAL REVISIONS DESCRIPTIONS I DtrAlTMENT OF THE AlMY I U.S.ARMY r:,GINEER DISTRICT u(lAMfNTO DIHlICT,COl'S OF [NCOINUlS LOS ANGELES UtlAMfNTO.U.~lfOlNl'"CORPS OF ENGINEERS SYMBOL IEzislingVlr/ieal Pil, ezi,I;"g Slrlltllll"Itl R,m/1i".- i====.::::::= (tI) CIIannel SICflon SIII.JJ Orainag'La)'oul SIIIS,18,24 a 25 SIIoring O'I/1il Sill.2;] Pier Modifj(alion..,SIII.JO SHEET 28 0' 56 Sl--iEETS Sf'EC.NO.DACW 03-73-9-0011 DRAWING NUMBER DISTRiCT fiLE NO.248/28 REV'A," SAN BERNARDINO FREEWAY SHORING PLAN E.GARCIA J.MOORE CHECKED BY, H.HARANO DATEl 13 MAR 15 SUBMITTED BY, YW/~<"l4 L-r.:::J..g.-z-a CHlt,~t}~lIItH DRAWN BY, DESIGNEDBY,SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA CREEK,SAN BERNARDINO AND RiVERSIDE COUNTIES CUCAMGNGA CREEK CHANNELONtARIOAIRPORTTOFOOTHILL 8LVD, N,.,Ti,-8Ild willi number ConstrueI Ne.,SIr"""" £6isl,;,g Cu/-i,,-Plau Ro)'mond SIi,1I Pil, Consl,,,eliOll Joinl ill Slab T,.,Boring (lal'lI prior Itl bridgl eo"l/r/ltliOll,J...,,9") (Soring.sl1~wn on SilHI J/.) S-4• e TH-I I T-~ Cueomonga Cr./Oeer Cr,Oil'id,r Willi SIII.26 L-"~""':--::..=.,.."""""'::::-=.............==-:_=-----------J..l ~l---------------.J1L.------------------.-L1------:tt.""'1r=--';~()~)6··,#-_-----I II'I COP__OS OF Er--':GINEERS r PRQVAL SHEET 29 Of 56 SHEETS fI1j~IIi, U.S.ARMY ENGINEER DISTRICT LOS ANGELES CORPS OF ENGINE.ERS r ! REVISIONS GRAPHIC SCALE DESCRIPTiONS DATE S.NTA AN.RI'HR BASIN,CALifORNIAcutAIlONGACREElCbSANBERNARDINO AND RIVERS'E COUNTIES CUCAMONGA CREEK CHANNELONTARIOAIRPORTTOFOOTHILL BLVD. SAN BERNARDINO FREEWAY SHORING OCT AILS o(r1if,......d'I,II j DEr,uTMENT O'THE AiMY UClAMENTO DISTlICT.COI.I1 01 UlGlNEuS UClAM[NTo,tALIFQlN1A C.LEE O.WOEHL SUBMlTTrD BY,SPEC.NO.DACW09-19-8-0011 ~,6~~~.f4tr~.:L.,,,,*""'-I~D~RA=W~INc;:"G"';'N;;-U;:-M7.Bt~R -I DATf,19'MAR 15 DISTRiCT fILE NO.Z48/29 Rev,"A· CHECKED BY: H,HARANQ DRAWN BY, DESIGNED BY, LOCATIOI OF SCL;;tl ;[l~S AIO F;ESTRESSED iODS i'iLL jE Cu.OiiiilTEuIITITI~LOCATIOI If lIISTII'STIUCTUiE;11'S"lLL IE Il'ISE"FiOIl lHOS(.Slg.1 gl lIE rLll IF IEClSI1IY SO AS lOT TO IllllFEI IITI TIE ltiiTliS - 'lllI.IVT Sell!l!l[lM ,'ACI;;$IAlL ;;T tItLE;7.;FT.Oi 1.5 ri.lS O£TUlllnD IY TIE Enl'HI, ••IIlTUUL. I.tlIIU UEETln TO IE ROUGH,COroSTRUCTlOro GRADE DOUGLAS .F!e AID ,tACf.D At tlCAlATlOI ,:e;lt;SI:;p;rii'iA;;{TREATEO TiMBE";I.lIE TEIOOIS SKALL IE 11IIICATEO FiOIl ITEEL IAIS liT.1I11IUllC.:m:m1[E:~m nmS~:H,~'~.~O:t:=:·(SLE SHctFIUTIOIS). D.SIOUT iOt-Tlt-'iouj-SOClET-SKALL·iE·.-i:ooo '.S.I.1111,EAILY 1111 sT;t;Grl El'115IY£e[WEiT.,~E.'lOUT FOI TIE SOLOIEI lEAl SHALL IE A'.OOO '.1.1.iiI,EAlLY lillSllEIITICE_EIT.' !.COll11C1DI 'liLL 'lllf'ill Dl'llOllT DtMll!(QI!Of llt!l!!'ST!utTUiE. TE_'OIAIY 'OST.TEISIOIIII FOICE TO IE Ar'LIEO TO CIECI ••CIOlllE SIALLilis;~orl 'I iiiLE 'A'Aii Tiii iiOutiD to FI11E rOIT lEIIIOIII'FOICI AI SMew.'I TillE ·A·~11[$(faltEI A!E l"L!!!ell r,=ori tASt A.;.JEST U"MlIT".. I.HE 'lOUT soeHT fOl TIE T.I.t:.U.U..llUIL Hon IS 101,tlUSUIE UOUTIII Of lPPiOII_AHLY~'-"~i!"nr:'Ulm~TU silAt(Ufl,riiii~W~;!lf:•.~!y TM!tt!_~F &!_.1rSO!l£T~!~Illl_r r=~.!to;l.t' \.!!.--'-') THE COITI1CTOI 11S TIE O'TIOI OF S~IIIIITII'ALTlII!ll SHOI'I.METHOO!O!OTIEI MEAlS ~F sur'OITII'THE SOIL AIOUHD TIE 'ILll OF liE EIIITII' AUilii[iii,.ii i;i.Ci;ii.i iii eAL"iiiii.iliTE if ei~ifOiili 'iiiii,eliii SlIEH OlDlIS. f.'1101 TO CHAHIEL Eltl,ATIOI IE_OYE IATEI11L liO~TIE LAIOIIOE .f TIE _UllI IUU. ••CASlli fOI OIILLED 10LE,O.SOLDIEI 'ILl.liD TIE 11CI AICIOII lAY IE lEOUIIEO A.10111'S AlE 10,AICEO If I'lL 101'11'TEID T'CA'E II.f,..E'ISI SoiL ,10rEITIES,.'4 10ln.iao 'c, •'U' •0 f E 5: I.FOI LOtATIOI Of S'Llll',ILES SEE S'T.28 ~s. N~.fe:lt.iI1..~'l.8iO· ,eafedrdiltrXld t/e,cuI to Ierx;fh ~nec~rlJbed::fed <3nd/~-I~ TYPICAL STAIRS NOT TO SCALE ~Pervi0tl5 ~clcfil/ REFERENCE DRAWINGS: I.ror locali<YJ of':Jt6/f":J rYJd gr6ding or pdfrolj.XJfh for Cucamcng"Crlc oee~heef 18'". Z.1'"01"loc;'ticn of""Ir,tYKIgr<X/ing of~frolpdth for Deer Crlc oee Meef Z4. 3.For/ocdtion of ~ub·dtYJinsystem tJl")d 5f.,1Bp/~merrItJl dl'Jirx'J!sy~/'f71.He$l;eef 18j 24 ~nd l5.. ((DETAIL ·0· ~NOT TO SCALE eN~ting ~Rpprox.ex./:Jf.. meddn Wdl/groundline Chdnne/b~clf.fd/ed to :I -1l1lmr~___ form Pdfrol Pdfhle/.97l.5 -1 j/O'&cfcfill to or/g.9rOttrdlineea:Jf B"ni'c)(el.97/Jo w~;when chdnnerb!xJ<fill/~mcde. 8anfc)~'---b.Ccvate prior to New chdme/chonnel excavation !':Jdll I1pprot..e:l.hfing groundline SECTION A-A NOT TO SCAlf C;unife okpe for ,fabllity13'I /Veld addii/lYlal reqIJired-::::::tt-- clip t;r 6~r lOr I/;~(11-JI l!?Sta//alion of f/ilI:,W/~'1 fimber.sheefing liemove e;(/~fln:J-/f reC{()/reJ.r~ilQnd WIre IrevefmenII . r-----_,In----_..AJ DETAIL "b· NOT TO SC:ALE IHCIII IEIUU lOll I II ,UII UUTll UU 1.0 fT.In LEU lUI ••5 FT. TYPICAL PLAN ~OT TO SCALE 1.'fT.II LUI TAiLE A & MEMIER SllES AID fEIDOI FOltES Illll ItUIEI lUll .U1U 1"111 IUEI. lor I -tlUO I -cious IInOIl I •tlUO I -cious TEUOI: ro,.u IIIE 1/.'IU..i',IU. 10TTOII U.ItlE '/"IU.1/".ll. TO'IAI IIITIAL 10lCE U.'II"11.&lin TO'IAI fllAL FOICE It.I II"'1.0 lin .OTTOII IAI IIITI1L FIICE U.'lin 11.'lin 10TTOII IAI fllAL FOICE ILs lin It.'llts TIMIll UHTI..'.Iltl n."-lltl fl. ttU %.lItl U. 'A 2 IICI TIICI TIM.EI SIALL IE .1ILE,OITO TIE'IICI TIICI MEMIEI I'TKE IIIDDLE .1LF Of T'E srll.THE 2 IICI MEMeEI • SI1LL IE '.FT.LOll,IAILE.l'll'FOOT (II')IITI i'd IAIL. i. I. ,. •• II ""_.."",.AR.l.dY EJ~GI:--·UtER DISTRlCT CORPS OF ENGINEERS 1 PRQVAl SHEET 30 Of ~6 SHEEtS 4'$',. 20',,' I I 40'50' j I IS'~o'I ==::J g'/0'./I'II'IJ' Iii i• IS' I ~o'j DISTRICT fILE NO.248/30 SPEC.NO.OACW 09-79-~-OOII DRAWING NUMBER /0' f ~'I DESCRIPTIONS SECTION F-F SCALE:.="1'-0= SAN BERNARDINO FREEWAY PIER MODIFICATIONS SECTiON E-E SCALE:114"""-0" o s',••,~f III ,i REVISIONS o S'10'1-·,0',,,,, DEPAITMENT Of THE AIMY U.S.AA"V ENGINEER DISTRICT UCUMViTO l>1~TlICT.coa.tS Of ENGINEUS LOS ANGELES U.ClAMENTO.o.l.lFOlNIA CORPS OF ENGINEERS O.WOEHL SUBMITTED BY, nY11tttv.~~~GI;":t"tlt$lttillifu CATE:19 MAR 1$ DESIGNED BY,.SANTA ANA RIVf.R BASIN,CALIFORNIA CUCAIolONGA CREEK,SAN BERNAROINQ AND RIVERSIDE COUNTIf.S CUCAMONGA CREEK CHANNELONTARIOAIRPORTTOFOOTHILL BLVD. H.HARANO DRAWN BY, J.MOOR£ T.8ARN£$ CHECKED BY, SYMBOL '/4·.1'-0·0 S'10' t I I j I I I 0 I'Z'J'4'S'6',.6' J/6""1'-0"r I !II I !I f , 0 "I'.T,"",'-0",I ·f I ,i I GRAPHIC SCALES NOTES I.TO'GflMral Notes and Join!Deta/Is see s!ln!32. 2.For 'tIt_wall reinforcing details Sef/si/ee;.J1. PROFILEPARTIALPIER SCALE 3Ja".;1-0· 11iiII---l-.-i Ir-rl----------llI~&P <It type"f)"! rl, F II F~ Const.dt.""'-----""}IIi l""",extenWn of p/erand d/vid~rwall befween C/Jcarna7Q<1 I Deer Cre~1< Chann~/.!J., ) L,--'"u r '-Ext'sf/n9 P/~r, j #4(j?l2~ P~Q:a-c.<I. 1--_..4./:""'-_Exist/ng Br;d9~ SECTION'0..,0 SCALE:II."a 1'-0· WALL DOWNSTREAM PIER NOSE (SOUTH PIER) SCALE:114"a "-0" SEC T ION.C-C SCALE 114·••'-0" -#4@/2" PROF!LE -CENTER SCALE i"a 20'HORiZONTAL a i"'5'vERTiCAL l #$@IZ"e.;: ZYZ'CI.Typ. 3'-3"5'-0" -IT SECTION A-A SCALE:il4·••'·0· SECTION B-B SCALE;Ill(•"-0· l u.s.AftMY IIHCiIHU:ft DUliM:Tr-)..,-1 • r..l1 ...... BiO~'Pt·,fOOt Ot'.t»IO.'rfq..,ir£d Uil w'lWi 0 one indt it"pipe Of"ll.' Test Boring By Bridge Dept. ,IUNE or,I Naif:' B M -,56A-50-[i~.._-';71.ro 5~'c.hi~t!/~d .~..fop p'~,fic:~1 II.A. S;f'~i I'Qd ,'_bo",.9rol.Kld w,~ sid'!'f!Qor:!c~-I#"~/..AI#'-';-;e.I /21.:S' IN 5+,,_JH -is lIMP' ,-.....1./if,.IO' SC..U HOrJ~;r wi!O' I-!-- 1;:..'"":·'".::"..u _IIIf:"-----~.....----..........--~-=-~ ,•_CAL :-A.,I;- t-,f~..~.·i ".' Tf'ii C-tiR"'iiiolilli:l'Qiiij'j,aiTijlfflli)ji'ti C.'iEM iG !.u"i;;)j,j 1."'iiiii,.\..l (l)fitiT ,~So"'N~~-J!!!A!~~T•.,.~~~'!iIQ4!f"~~!~ LOG OF TEST BORINGS .-..'0'..._. C~tt...tlQ'4lt ,.lMtM ....,t.~..tIftOI*.0-TIl."....'It ....ce__or..._,__••,...~.-..u ...OIU _........,.... i----------J--~30I-- I i~-t---n~ "1'\IU.r.'or( .._.......'_........T "'Jf·"..J1-, tn.II : t /•-,\,10I ~~ C.~L-G ~S!LH'C4.#r~:le G,-~vv:::Ipr·t ~to!!!'-!~~ltA.,....~~~o..-~O ~~...~:~!oI..-~~_-SS ~C......-C [1 50000-(--!oM--m fill~n~-$O$~;..-...-.."""_V-..,oj-e..•CL..,._-C;~iii Acu-" 1m s-o .,-$Sol ~CLAW"$IL'-C $0•SA.-CLAW-$C Toc_.."__...-..Dl._,'HI;'HI..T_O#_....._.... .......AT 1lC~.a1C.M1-__."'......-OUT''''__....".._..-C....._ _'IOC _oc -._...-......_,.. -.,~. "., •..C.-...-.._0'1" c .--,,.......... o Coa(_ •lh'I'(IO('_'._..o z's..-.,p _ []'--'''''--'' CJ~zo'"_._ '--I-..T-....oe..-__ Cu••"'~.,._•Solu,.... NAIOl -~.... ~.....................................I ...._K..-oil'."-M-,I .l. 'ILT ••Ie.Of ..·.... CLoo'D ........i ~...i-"i!u.!!'."L•........it...• ~~:::....;.-...tat.'~tl!:..!!.'.).!:!I..,1:"••--....•••.1'..... """"'_'......_....T...........,. u'",.~••~111.1 .t..,TIOM \,1M. , '. I I- REVISIONS D£PAUMENT Of THE AlMY UCUM1NTO DI$TlI"!'Ol~$Of EHCiINEIU UUAMlNTO,CALIFOINIA Nofe;Th,$!Of 01't~51 pO/'in,tol.en from Californi/lDivis/on01' H/jhrvoys Widi•.Irawin/s. SY1llOOl OESCft,'TlONS u.S.ARMY ENGINEER DISTRICT LOS ANGELES CORPS Of ENGINEERS PRO~At DESIGNED IIY, ORAWN IIY: SANTA ANA RI"ER BASIN _CALIfORNIA CUCAMONGA CREEIl.SAN l>ERNAROlNO ANO RI"ERSIOE CO\JHTIES CUCA~ONGA CREEK CHANNEL ONTARIO AIRPORT TO fOOTHILL BLVD SVBIIlITT1J)BY: -Jt~jfiFk.lu-tif6 o.t.TEl 19 MAR IS T.BARNES CHECKE IIY: o.wOeHL SAN B€RNARDINQ FREEWAY LOG OF TEST BORINGS SHUT "Of 56SHEETS U.S.ARMY ENGINEER DISTRJCT CORPS OF ENGiNEERS GENERAL NOTES: :/.elevot/~refer to N~liorJ,J/G~9det;c VufiClJ/Dsfum of 1929, TA8LE ® l.Un/e~!J otlJerN.:Oe noted &11 5fdfioilii-,g 5Jl-..!OWI7 ,'5 Oil ProJec.t Cenf~r!;'n(!.,or rJOrrncl fo ~er;f~rlin~ofcor;ofrc.JcfIOi'. I Cdr IIIIIIII~/ze I 4.,I to I 7 I 8 I 9 I 10 I II I ,oar II IIIIIIII~~l"of_.Il I14 Ifa I25 13!.1 41 I ~?I MI I:;.;rl 11.IIt 1/3 1 /8 IZ3 Iz91 j71 4b I it Too bOr~ar~hOrizonfdl bdro with more fnan Ie'!ofciflcrete below the bar: 3.ex.cept '"otherw~6hown on oefail w<'Jm.verI/cal l'oJrd~in cNnnel ~/~'.wil!b~req'!"red ~t Irderv~1of W feeimaxlrnurn"-~~ppro~~DIJ.~OI}f!.aCf!f]g Offic~r and ohdll be formedconorrucTtonJomr.rype '.11':. 4.All ~x.ptX>ed edge~ofconcrete tYidll be chdmfered ..3/4 -un;........otner""/!J~~hdwn.--.._.._-- ,.All f~niohed~urfQC~where wood f/~f IXI:'feeI trewel orereQuiredohallmvetQ()}ed ,.,..-m_,-_._---,7--' "'.AI!unfcrrr.ed concrete 5F"lQf/""ave wood fi~f flnitJh excepf,"noted. 7.A}I fcrm,ed concr:ete ~u!,fxe~~II I/(ive CltJo~'t:'''finloh ex.ceDf ~':!!.~;e,!_(!onc::e.~e.~~f~e.~~<,j!rnf which bock.flll 10 placed vllOIi nave c/ooo ''Ow "n/~/)ea,. a Tr"~ver!)e (N/d IOnQitudinal ;'oint!:J in tt;e invert ,ltJD of fhl" U-cnannel wiI!.be -requlred;jf The ~nd of etJch cOnt,nuo{;;- pourt~ope.rtJtlon "!:JdpPrOved by ContrCJcfinq Officer "lid ont:/1 De a rormea conotruetion .JOint with reinforcemenf confinuOf.J:$fhrough jo/nf:J (Conslrl./Cl/on Joinl.Tvr;e ",/") 9.Unlet:;'otherwioe OhOwn on oetd/I!:!.in c.urv/'!",";"'t;,,~.;-;"';"'vPr"'V3 biJr!:J eJ/Idll be pf~ced ncrl1JCJI fo fnepro)'ecTCenierline:-'-~ 10.u.r)!e,~olher'-'./If::!!)Olea)~!!re/nfor'C~lner1f ~h~11 l"!t1"Vf!""fIIITJU;7) cle"r8rJce of l 12'from"formed fin/oiled flXt!dnd 3"fron,ground ourface, 13.Deolon Ddtd:Worlt./no ~tre5~o'f:~iQn Concrt!fe ,tr~nofh fi)ZI3 ddl.J;A.C,I.318-71,fcf ,.j.OOOP,oJ.un/~"noted ofhefwl'e. R.£/nforument ,reel-flj '"W,OOOp.6,i, /4.;~:~;;:n~~;;r~~~1~:ee/~::;;:''J l;;;~r,;;/;]~a~rf NOT TO SCALE WALL SPREADER REiNFORCEMENi SUPPORT DETAILS NOT TO Sl;ALE -NOT TO SCALE SECTION A-A NOT TO SCALE NOT TO SCALE CONSTR'JCTION JOINT TYPE -BM NOTE:FOR LlX.AnON SE.E PLAN AND PROfiLE $HEEiS 7 iHRu 20 PLAN NOT TO SCALE NOT TO SCALE CONSTRue flON JOINT "TYPE INVE.H I ACCESS LAUUt;.tc DETAi LS NOTE:Tor cldrity •fence~--.not 6hoNri. ;5.Un/eo'otN:rwioe noted ail hooA'j jna;;re "fjfondard Ha:Ji(" 0'detailed in ACi 315-{4-. Iu,.Un/e-o,otherWi5e ohown,,tagger _eplic~/ntJ/ferrnte Iongitud/ml ofrjb relntorcement~flerJot 4 feet.. 17.All (jot/ceo to be l'c,olice lenath of the."!>I71alll"'r Mr hu-t nn-tleo~'--t~-Ilddnd-;'11 embeJrrerlt~oh,ll-be~~d-int~-~~t~hg tne:JttJ. PROVAL U.So ARMY ENGINEER DISTRiCT LOS ANGELES CORPS OF ENGINEERS REVISIONS OESCRIPTIONS GENERAL NOTES AND MISCELLANEOUS DETAILS RIV£R BASIN,CALifORNIA CVCAhlO~GA CR[£I(.SA~BERNARDII'«> AND RIVERSID£COUNTIES CUCAMONGA ~REEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. DErA1TMENT OF ntE AlMY SACUMl'lTO Pl~nlcT.COir1 01 tl<GINEUS ~'lAMENTO.CALlfOlN1A tHEC.KED BY, D.WOEHL OESIGNEO BY, H.HARANO SUSMlmo BY,SPEC.NO.DACW09f9~B'OOII ~~:.fl.~""'0~~':,.f'~c;-.---~D;;RA;W;IN~G:..;N;U;M~S~ER:"--I DATE:79 MAR 15 DRAWN BY, C.LEE SYMBOl. NOTES FOR 3-STARTER WALL: I.Conti;everbedm ~upport 3/1xl!.'xJ4"I.I!)ed~t ~ch Butt Jt.&af IO'~O"(!.~.max.opecing. l.~'j,Ilt'x /z"Plafe u~eddf buftjt.only.At infermedldfe 'upport~the ~anflle'verbeam Angle 6hd/l be bolfed fa ea.form w./CJIIe bod. 3.AI19nrnent &Plumb I/ne of ~tarter wallmwtbe/7XJinf"ined. 4.Tni~method of forming m':Ji,j be adapted to o wcoden header. CW~. block. ;'.j~/I ffg.Invert Met.~/eeve Pipe rdl/ SECTION 8 -8 ,.-.4 Iai--.+---'...:11 ......4'_ A'.5'"l/z'X '1/R.t.l6d1 ",...~t buff Jt.only .. ,:"'.i:.'••..-". .•A .<l ~. 5fl.header FORMS FOR 3-STARTER WALL NOT TO SCALE PLAN liemov.:Jb/e Pipe rail &rrjil ,upporf .:Jooemb/y)(epft'~/J Invert H b."6(Off..,)4'-(7 1/4" eN>"VCJr-;~toIll"nf'-14'·0"VrY;~roIfIU ..I I IV-O'Vr:ri~toI1'14" I 18'-0-Yarieo fa j I ::t l'Iz" I I ZI'-O'Van~to I I 2" I I Z3'-O 'i:Jr/e~to I ~l '/4-" ZitNJ'Var;~to I t I llll- fJrl&Nx;y ChtJnnelJ I NOT TO SCALE. APPROX.WALL OFFSET VALUES FOR TYP.CHANNEL WALL Verf./d!iOUline(~nrt! fxe)--- 6tem-A~­ Ccrofrucfed ,i CORl--~QF DETAIL "X' NOT TO SCALE -,..-----.--~-,-.--,.;..z ....lIViIII,- ClJant7d Sy~, lx/stiflg or abo"f I(New B~~'cf.ge r "!!Channel II~_ii Inrerl""",- ::~l~1...::~j 1_.,".1 Il'$'.~#~~I~Wing traIl ' ChcJf)!i.t/S"vtE. "bout ~ I i NOT TO SCALE TYPICAL EARTH'WORK AT RECTANGULAR SECTION No;e:Rdntr:rcing ~pdCing 10 be iZ"o.C"I.In/~~ ohown otherwioe U.s.ARMY ENGINEER DISJRlCT .-----------------.----------------,------------------,---------------:-----T----------------------._.._..,____I c.nUlN~C."':;,""',,..:'"~•"I ., fII '! ! NOTES: iDENTIFiCATION rUH i.For Qenera;Nofe~,:njiJixeikJrx:ou~Delr:Ji/~ 6ee Or';!.32 CONCREiE I"AYMENT iTEM NOT TO SCALE EARTH FACE ELEvATION NOT TO SCALE TYP.CONST.Jr.AT CHANNEL INVERT SLAB RE-ENTHANf CORNEH NOT T.O SCALE L-WALL,SECTiON A-A TO E-E SCALE:3/8"0,'-0" ~l 1II11111 III III 1 I L-WALL SCHEDULE I I I ICONCRETEIREINFORC!NG STEEL 'SECTiCnl ~I I I T IT...ITc:I-A-j nl I n?I~,,-Ihi I h2 I~c-iI~D-I d I:e I e!I l!21I..I-I.I on I.-loar I _.!--Ioar I _.I --I oar II oar II oar II --, I LI±J I Ltt±±t±t±H±H ;itI~::: I ~-"8-~DIZII.~~,...--R-bor-:J tfj IZ· 1---1i·l3rY~(Ii)Il"~'i..r-'lj"!XrO tfj)IZ-.,- ()-~"bCJr03~/l·R~r:·~~. NlA •NOT APPliCABLE -"C;f?:'r~tJ)IZ"0 CONT.NOIPi"V--.''"~'lIJCT!::D A ~~._~.~-t~B}~,.._~,YED- r -q-£r ../'----- '-1,< ,.1----·---.,_·-- ..5ecfion C-e 6ecfian IN'5eetknC-C I jectlon a-a ,.-4"(fyp.) (KJ"TIC•rep Ohl{J//\I (Tro~dicn ;:;/neight from GRAPHIC SCALE..•~Trt:Jm."TN·frem one !X:Cticncnet'ecfiCn ib ftle other wifhin ib the other within K/"O-'/)._,'_.-----~.. J(YbO ft.,,,~ott.erw/~~n.r Tw l TW l orc~'Jie oon.Jp~t wdh(J 'kJO)._.."'.~-_..~_.- f "--~-'fl T'dpe -8 .....,11 con,.jt.o"r t 4'"fI 7".'~r1 If .rftC~If=Tf~I 31~.,••o·j Ii'!,j I jjjjj !j I 7 II-'7 ~T of wall L ';::,~ t ~-.~"C.J:I".C.X I II ••1-:oJ IA\I ADDED NOTES 114 JAN 831 - o.J A .A .A .A SYMaoLl I DAlElT~I J T~J -lO·-o.J ~~-j I·,,;r '-r OESCRIPTiONS {\pPROVA! I REVISIONS~~it,(Y)"/?J"frrYn ate bt,,..~Un/e,~othen-il,e ,rownj DErAITMENT OF THE AIM,.I u.S.ARMY ENGINEER DISTRiCT ~t/on to the other -fr,y;.'if,On ilL..from cne I•"l.--------_'"l.SAUAM1HTO DlnalCT,COlI'S Of EHlOlHEllS LOS ANGELES ~ecl/on to the ofher ~CUMEHTO.CA!.lfOl>l14 CORPS Of lNGINElRSwithinIY"O~Iwithinto'-O~"L DESIGNED BY,SANTA ANA RII/ER BASIN,CALIFORNIAIPROFilEPLANH.HARANO CUCAMONGA tRHK,SAN BERNARDINO SECTIONS 6-6,D-D AND E-E SECTIONS A-A AND C-C AND RII/ERSIDE CO\lNTIES DRAWN BY,CUCAMONGA CREEK CHANNEL BOTTOM FACE OF SLAB ONTARIO AiRPORT TO FOOTHILL BLVD.L-WALL SECTION AT TRANSITION NOT TO SCALE C.lEE -NOT TO SCALE CHECKED BY;CHANNEL SECTICN REINFORCING STEEL LAYOUT D.WOEHL STRUCTURAL DETAILS SUBM,mD BY,SPEC.NO.DACIN Og-1g-B-OOII SH[fl ~~~~L DRAWING NUMBER B OF'I,.n;:'ar"CH 56rDATE>7g MAR 15 DISTRiCT FILE NO.Z4B/S3 Re;t.'':'SHEETS I '.!Ji:.._IM I ....1.CII....I. 1i't~~~NI'~...-,,",VI .....,'• rr-" h:... .__.-~_.~----":"':"";':_~-~----,---,-_.__------=.--.......-----',._-... U.5.ARMY ENGiNEER DiSTRiCT CO~_P5 OF F;N(;,INEERS I·40""", !"j ><'\'.~Ir-) I·CONTlZACT02.5W>LL."egIF"-ALL D~\\.abIOfJe-,;=!..E:VATiON5,JOI,"JT L~T!ON5>J AlJD OTi-tE'g ~11'6JT~TA.f'i:;'I2 TnE:E:)(i~T,tJaa ~~CTut£ ~y r',E:,LD :;t;eveY = z.MeTrlC'P:5 OF ~E:i~EX1511N6 B'nZJ::Tuec;lMT vAe,..,HOvV~v'f;Z .iLLPt:~<;"1 oS.ej~~1 I _~&J;IiL-.UI~"-:"'"I~.-----.....---.......j.o-""---""'....,.,••I.........~I T"lf:CON"f~C1'i~~C/FF!Ceg F~~r-Fl~VbL.II "g6..IL~bD TI26..FFIC 5-H~LL ~oreN I DIJtz,~!:Of6TI2:.ciiON.T~iN 5fef;[;}I ~~u..Be LIMI1a,D ia ZS MPH I ~~jZ.iN"'_T.!1E:[71J~r!ON OF COiJ-I 5T~LJCl ~'N •I 4 ~12 Flee uNOE:2J'lt"'~,Ji~,JU oe=TAJL'5,-seEII S~T?:3 -5 2..3C#~M:1lT."!'b.tT U"',"~.iNt--Ji~1 AAOP"II!?I"'--h.:1'!oN,=eE;:5Wr~.71 J.~& &1'...I!>.ne ?'l'......roL.~~Tes INvEf:r:I E:lBll>.TION Co'CH~NNE:L.a;NT~U"'E;.I ST~Tk7N.I a;.~':~,?'?-':-_~e:~~'~~L:?,\~O I 171'Tkt::~/V\I:QI-{EfJ"'I IQ;:I"'LC:C I I e;t~r.CaJPITiON"50 A~5;1ov\-N ~, .i.l 1 ~.Fr "A.S~~lJ1LTjI~..A;4S. (c.e.c.L.fJq e,4-.2:5>::57,Z '5f!To;,) I ,...,....r-..'nLLIJL1'4 U NewII 0 ,-._,.A'!C',,,......-~10·t "II !t !I C ~'!gI !Sl !••5'II II !,!t t.ri:?/t..ple~E.XTeN~ION !.'r\alIFICt>J'IcN??Ee '?n'5 t.FC1..1:.6.'="Ae,uTMEN,A'.Ql7iflCA-iloN I 5eE:?liT.31 j,.~WE5T At>llTMENT ~iFIC~Tk?N I seE:5~T.}tJ 4.~s~!N(i reT'AlL.5,5Ee ~~T:~3~~4Q GRAPH Ie SCALES !.THe E.\(~TiN~WALL?,P!E:!Z.:.?;~NP SLA~Al2f;OF L.1a.I1TL.'(12E=ilJ-~D ~C12E:T$... ~LL.eTJ2J-IC.TUe£~H~ve A ~D fcc:::rrifJ6 FOUN~TiC'N . 2."E:INf.CONe./"iE::J2:;8.WAL.L~: 'lao C.Y. DE5C~~PTiON~~.APrrzoi<.G1T~··(~ of /v\b.T~~lt-L.""Z)~r;:.e,V'·.t""',,et:'~ r-F ! it..--F ~JOTe:ALL.DIM:::;Ae.e Fo12 EE:~. .::?N\..Y.?E-=NOTE I-J!I A.? Aff'L.ICA?:>Le., 1" ! ~jE:W C~Mlf..lfL.W.~LL5 Nor CQN>l~eret..'( =-~wt.J ON PLAN Fe!!C!.Ae.IT'( ~!JOT '$::~r!..AIJ E:L.1095.77 (eap) ....,.I A"It""LAI'i .""10' ..~.... ~~v,,~~ EoL.1"95.1"7 C12ef".) U.S.ARMY ENGINEER DISTRiCT LOS ANGELES CORPS OF ENGINEERS REVISIONS DESCRIPTIONS SANTA ANA RIVER BASIN,CALIFORN'A CUCAltIONGA CREEK,SAN BERNARDINO AND RIVERSIDE tOUNT'!S CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. A.T.a S,F.R.R.BRIDGE AND VICINITY GENERAL LAYOUT a DEMOLITION PLAN ADDED NOT~ ot'AlfMENT OF THE AiM'/' UClMltNTO UI~nlcT.COl'S Of EHGlNEll$ :.AUAMEHTO.CiJ.lfoaNlA Ii.HARANO DRAWN 8'1', DESIGNEDBV, W~T WbLl.. I s:~~,"':_~DL." P.LEE fPTS;5E:e h"'lc~\..c~$Ez::TI&NS>t CHEC~ED BVfOf,t .\'OrzE DelAI\..-;.).fioTSS..SHT5.2Z 2~.",D.WOEHL ,".5' TYPICAL SECTION OF EXISTING SUPER STRUCTURE p;ell.I I VIEW 0-0 .".10' ,,'", ----------.-------I•--_.----/ .~~__.~fe -- ~UCTION ~vl>.rlOl-J LINe. I09e>,"17(12e'F) ,""5' SECTION c-c,""~' SECTION B-B ,".5' SECTION A-A SECTION.E-E .""10' I SECTION F-F I"'10' SUBMITTED BV, -~Jt;fJ2~/;~HI ,I 0[SIG'l BRAnc;,tt DATE:19 MAR 15 SPEC.NO.DACW 09-19-8-0011 DRAWING NUMBER DISTRICT fiLE NO.Z48/34 REV.A' SHEET 34 OF 56 $l'EETS ). J - SHEET 35 OF 56 SHEETS DATE APPROVAl ~e ~"T~.f;>Uo ~~1~~.~!~E rle~OEXN~ SPEC.NO.DACW09-H-B-OOII DRAWING NUMBER DISTRICT fiLE NO.Z4sns REII.'Pi I CORPS OF E:.NGINEERS DlrA1TMENT OF THl AlMY I U.S.ARMY ENGINEER DISTRiCT SAUAMfNTO DI~TlI<;T.<;O&r$Of fHGINlll$LOS ANGELES U<;lAMfHTO,CALIFOlNIA CORPS Of lNGINEtRS P.LEE REVISIONS It--.IREVISE C:ONST.SEQUE.NCE 0,WOEHL H.HARANO DESIGNED BY:SANTA ANA RIVER BASIN.CALIFORNIA CUCAMONGA CREEK.SAN BERNARDINO AND RIVERSIDE COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO F90THILL BLVO, A,T.a S.F.R.R.BRIDGE AND VICINITY PIER EXTENSION 8 MOOIF1CATlOO PLAN,PROFILE,8 SECTIONS DRAWN BY,. SUBMITTED BY, fh1fu:;:.<J2.J.;r;j"I CHECKED BY, SYMBOL I DESCRIPTIONS / 7.O::::l!.C>.NNEL 5I....,b.,o WAS OMITTeo R;;>12-CLl:\l2.IT'(.5::e =eCTION:::' A neu F,~riT.~~FQlZ A.DJ~'r SI.,.tR.:>t::e"TAIL. 4.CGNr.z.,:...O::::T02.H~?T~e.OPTION OF IN:;'TALLIf...l6 R:.wa.;:. D..:lZiN<.:l UND~PiNNiN6 CF CC'Nc.<::::1Z N-AY Dl2!LL ~ND ~e::tlT D::;IW2:L';;'IN AFTe::a.CONe..?eT? ~.c::.:.~'=:J IZ.E.P'iZ-E.se:NT$=-l<i5TING STZUCn.!l2.E:.10 14E:M.A.IN. t-JOTES .3.ALL c.:::;t-,>::::.FO~U/oJ oe;ZPINNII\Jc=r $HALL E:>E:DE=5>I~2':O F.::;.!',2 A'~~P51 ULilfAAie COl'.\P'""'.....,e,e;;.e>IY2: :.T~E:-.NGTtl iN 7.PA.yb. 1.FOZ c:iilE:NE::2AL.NOTa?&,JOINT DaTA.ll~Sf;:S 5>lla:T 'Z 2.-A.T.t...50.F.r..AIl,.WAP·f.;;'I!'-ID~a PiE:t2 t Ie>A~5HOVvl-J.p:e-;t.2 ::;;'IMIL~2.E:l<cE:PT NOTED WIT'tl ~n2':515(). 1/4"'1'-0" DDn!:"11 !:"I '\VI I\-L. EL.Ilce.7S .-r=.,;:'>,0~.EEL.IIOe.7~..,,""~ /(EL../I09.ZI)-_.j)A (EL.II09.l.I)\........ /~~\ CON5Tf<.UCTION SEQUEt--JCE:. 1.0 IfJDI6\.T~5€aUeNC~OF UNDE~PINN;N""'. 2.UNDERPINNING eT~~ a.EXCc:..vATE PIT IN THE:SEaUEH·..lC.e:S1O\VN At-JD Pl2O'IIDe NecE-5G~SHoeiNG 10 ~ETAJIoJ =Ol!-. NO TIMp=:1Z.:5l-leeTII-.!<:::':HA!-L.;ZeM,AlrJ F'Ej·~...\O'ANE:J>Jl1-Y· b>CLEAH o..ND ~De>l..A5T WNPa2.51t;e O?EX1ST.FT2=!.&,c.DRI LL €.GROUT IN ANCHOR BARS FROM E){IST.FT'G tNTO EXCAvATE PIT.£d.PLACE CONe.TO APPRox.~..FRO(v\UNDERSIDE OF FOOTING. e.AFTEI:.O::::JNC.5€.T$Ft:;'f..I'Z ~r.s..Grolli nE:"?rACE:'N1r~ ExrAj-.l?IYE Q:";NC~Te. f.~VATe APJAcc-f.!T PIT 24 ..R'5 MIN.A..FTE",G~TIN<i, THW r.Ef'fA1 -:;.r~~~Ly. SECTION ~"A·_.j......WI'......·v ~t.fo Mb.Tql EAo;,l AEL ( 1/4",.,'·0" PARTIAL PLAN zo'-d PARTIAL PROFILE S~c:l TYPICAL UNDERPINNING EXCAVATION METHOD :~f d11 I Th.N6E:NT U.s.ARMY ENGiNEER DiSTRiCT - I- l. Ii, l.__ I I I I .,H:..I :".~n I ;,..-11:.L--.-..----'--..'I .IV,..J._ rI I U.S.ARMY ENG_NEER DISTRICT I I I CORPS OF ENGINEERS ,1 ~.--...oi ~jg~::;I,:: --tCHAl\)J.JE:L.--t.::3_'-d__.:-.._--=B_'-o~'_b'I .CHA,I"if,..iE:L..I- I 7'-0"1 SECTION fA\ 1/2"·,'·0"\W SECTION (8\ 1/4".,'·0"~ SECTION fC\ 1/4"·,'·0"~ 1/4"•I'·0" SECTION ..~.~"., .4 ,. 4· :."~,..-' '--"........,.... SECTION fE\ .1/4"·,'·0".~ C,J,__ SECTION rD\ 114""1'·0"~ I~­ II Ii GRAPHIC SCALES DE'AITMENT OF THE AlMT I U.S.ARMY E.NGINEER DISTRiCT $AtUMiNTO DI~llICT.COlts 01 E~GINEtlS LOS ANGELES UtUMiNTO,tAlIFOlNI.-CORPS OF ENGINEERS DESIGNEO BY,SANTA ANA RIVER BASI"!.,CALIFORN IA H CUCAMONGA CREEK.SA",BERNARDINO ,HARANO AND RIVERSIDE COUNTIES CUCAMONGA CREEK CHANNEL DRAWN BY.ONTARIO AIRPORT TO FOOTH ILL BLVO. P.LEE A.T,a S.F.R.R.BRIDGE AND VICINITY CHECKED BY;PIER EXTENSION 8 MODIFICATION d.WOEHL SECTleNS 8 DETAILS I T I DATE -;APPROVAL I REVISIONS OESCRIPTiONS ~~d .'f".-••'•0".....-s "rJ I'.t:,._I'.0·~, I I SYMBOL I NOTES: l.FG>g PLAN t.~ILE:I "5:>$5HT.3-5- t.C~::J ~e.eX,.5T.~n::Uc;TLJ.e2;TO ~IN. ......-- ,..- 1'~cJ SECTION fG\ 1/4""-0"~ l i ~~::;::: __1_C_iolAN_'Il_~_!..-l-_?_'-d_1'-6,,:;>'.(/i CHAf,!NEL -r-., SUBMITTED BY, 'vlA ,.J.,-.,-CK1 4cr;;Lr;;t;,t.~ANCH DATE!n MAR 15 SPEC.NO.DACW 09-19-B-001I SHEET DRAWING NUMBER 36~==-:-:-:=---1 /OF DISTRICT FILE NO.248/36 S~~TS I..-..:.....--~~_.L_I L..-I__~__J,'---__,__----~-----l,-----.:~'.IF__l--'?~t:-.I}C~~------J",..,""".....-~-.""Jr,Jru'V--.."I I· l fe, u ua lIZ"01'.0· SECTION lIZ"0 "-0" DETAil r1f\ 37 SECTION 114"0,'-0" SECTION LlMlJ'.:>Of'?EClloN A~A SEe SlrEE:T 3.3 v- /Pie~i ~IN", ( C.J.'S ~4-'± NEW W..b.LL IL_ r t ~..I",I.I . I'r I TI I REVISIONS OESCRIPTIONS PROVAL GRAPHIC SCALE r-----R~':-,---".......'T1:'-·;.--;:'--- ~o~~=:~=:~':"I~~.)~w .':.~~;tl?l~l-=-..·.I~::I--i··----··I--j-..-.-- DEtAITMENT OF THE AlMY U.S.ARMY lNG1NEER DISTRICT .SACUMENTO DI~TlICT.COlP$01 [NliINEEI$LOS ANGELES SAClAMENTo,UJ.lfOlNIA CORPS Of ENGINEERS DESIGNED BY,SANTA ANA RIVER BASIN.CALIFORNIA H,HARAN CUCAMONGA CREEK.S~8ERNAROlNO J.KOSTER ANO RIVERSIDE COUNTIES CUCAMONGA CREEK CHANNEL DRAWN BY,ONTARIO AIRPORT TO FOOTHILL BLVD. p,LEE A.T.a S.F.R,R.BRIDGE AND VICINITY CHECKED BY,.EAST ABU T MENT MODIFICATION D.WOEHL PLAN,PROFILE,a SECTIONS Z.R7e 6E:N""PA!.-NOTE:.$J.JOll'J'T Dar.6.\L.-e>/SEj:;::Si-lr..3 t. 3.AL.L CONe:::.fi::;>g UNf:.:€l2.PINN,NU 5;.u.LL.~~IGNeo ~{'.xw PSI uLrl....~TE:COA~I\ie ~TI?2.tJJTl-I iN 1 [;'4'15. 4 3.4"f ANe Hcl2.BAR5 1 Ni.JT~To t;e.A')TM·MH'i'll6-rl H~ENGrH. REF.DETAIL ",;>.". NOTES:. EX'i'St 4elJTMf7,IT WAt.-L R:;;>.::;>TIN<:i PARTIAL PLAN PROFILE 114"01'-0" c::ff:IJ PITi'-J.:::7fe; E-'Xa>.vATE:10 4-'-d Aec,\i;:'WTI::7,'A OF ~){Itif, FC01',N(;i •,~DJACe:l-JT eXt':;>!.-eoIL ~~Ll. 12eM.AIN !;fJDI5I"~~W UNTIL C~E::2-ENT ~12.~ PIf,jN,NC:o I":>CCM.P'.=Teo. c.,Cl.B.N ~ND ?6.Noew..$T UNDeI25ID=OF ~i'ISTINu R:;:oTIf-J '".d.'5e:T A.f..:CHoe tJ:>.l2S IN PL1>.Ce.~~D Pi...ACE:CONe.TO AFf"1:?Cl)(.~'fL20,\\UNc;>:::OV':?\De <:::;JF Fa:?TINar. ~.A,,-....Tf:1Z.CONe.H~eeT A M.ifJIMUM OF 12 1,125,~!??'UT THE:3"sp..:-ce wIT"~)(F'A,t..;$lVe .ca-JC:.f.,6.FTEe ne EXP6.t-·6\vE:CCNC.l--\t..~-e€T />M!NIM-!J,\\OF46~g,?,~ta:?l;T j"NCrloz,b-~~-:>iN EXi,:;>T1NQ :;,~c.TUes AND 1D!2aU=-Ii::/(NUT 10 1':>·~FT·Lt!6. '3 ~....bT ~e 5'f'E:1-'!'>.u::co2.Dlfo.k;I:..Y. t.@ Ir-.lDICATE:S 5E:QUE-N::::e ~UNDE£,PiNNiNG Z.UNDe:z.PINNiNG 5Tej'5: a.e'l'CAV.b.TS PIT iN THe 5Ea~eNce ~\c:7.NN AJJD pa;;\lIDe NECE;$6bJ21'~ORINCi TO gETb.IN eol!...N:7 TlMt>e~ 5/jEE.TIt-Ju Sl-U.L.L Et=M.AIN f'E2Jl'..ANeNTL-(. b.C-1ZILL HC-'LE';;>FoI2 A.NCHOI?-~~ CON5Tf2,UCTION SEQUENCE: PARTIAL PROFILE TYPICAL UNDERPINNING EXCAVATION METHOD 114"0 1'-0· SUBMITItD BY, ~/tcy~t;&lvciiii~!ilC:iN BRi DATE:U MAR 15 SPEC.NO.CACWOg-~g-B-OOII DRAWING NUMBER OISTRICT fiLE NO.248/37 REV:""" SHE.ET 37 OF 56SHEETS ft:;;.111'.•~",..._-"!"·'I",!,.'.......JIII""'"-.~/'+lIII,~"",,~~~"""'::""""''''''''''~~~~'~~'''''''~T''"'''':7''-';+~';-M-·-t"~~~,,....~~~"'I:·~i:'~~~~~~"·'~<1!"""'!!"~'~r u.s.ARMY ENGiNEER DiSTHiCT CORPS OF ENGiNEERS.. REVISIONS OlSCRIPTIONS GRAPHIC SCALES anchor bolt d.rtaiIs. ~t II ,.'r1/.-....o~,....... t rJ z'3'4'$'liZ"a'·-0·..... OErAITMENT OF THE ~y U.S.ARMY ENGINEER DISTRiCT :.A.tlAMEHTO DIHllcT.caus 01 ENGlHEllS ~OS ANGELES :.A.CI.AMlHTo,t:Al.lfOlHIA CORPS OF ENGINEERS P.·I.EE 0,WOEHL DESIGNEDIlY:SANTA ANA RIIIER BASIN.CALIFORNIAH.HARANOI CUCAItIONGA CREEK.SAN aERNAROINO J.KOSTER AND RIVERSIDE COUNTIES DRAWN BY,CUCAI.tONGA CREEK CHANNEl. ONTARIO AIRPORT TO FOOTHILL BLVO. A.T.a S.F.R.R.BRIDGE AND VICINITY WEST ABUTMENT .MODIFICATION PLAN,PROFI LE,8 SECTIONS CHECKED BY, SECTION nIi-----e}(.IST.A&!JT{\\erJT Vv'ALL .I FL.Li~W/lN5ire ~t"eL.\~L.L. S - ?F<:::'I2 TYPl:::"AL UNDElZPINNiN6 e\c'GCo.Vt>TloN METrl~~sstrr.31 NOles: I.Fi:?lZ GE:N212AJ-lAYOUi,~=e ~Hi.34 1.FOe G=t:tE;;l2O.L /o.l:::JTES .!.JOiN.DeT.b.l!.6,5ef:~~T.31. 5.~C'OIJ'f:>Tl2.UC11C'tJ e>EaLjENCe:OF UNDee.F'INNi!-Jc:i .to -*lCHC'e ~g DST~IL,=,-,~:::~5t-iEe.T 31 4.,,\.I.L CONe.Foe UNP.;:gPiNNiNGt S>HAl..L ee OE:S>I~NE:O Ft?,2.Ie"~P51 ULTIM~le:CC.\WE?51\1::~TIl IN 7 OA.'T.5. Na iNYez1' I Eo!..1!c.R.c:.Z~(I2E:F.) WILL HOLe 10/4'4",q'·d peep J.G~i .4-MR.? ~12.· ELEV.TO N'Ali::H ::)(j$T, IJ!;W I<ETAIN1Nw.WALL PROFILE 114"'1'-0" .. .".''. •4 ~rz..',SEe $~TJON D ~4 ~:,e'I COt-li. WALL TO ~.6.IN i• \ r1':\I~ ~yt·~eti 31'-111fff~r~et'lhIL 'I",~3",,*?II"."31 -E'J(j";if.~rME1Jf fiZll'N:'i -r------....-l..~?O 5E"cTIO!J D .'t 1 l ~t{i ,¥f 1f I'TTr~l ii,." ~;,.rc~~~El..IO'1~.O ~r-'<-,.".'!r ;;<.r r ~l:~~i ~""t rr IrEol..109".4'...'?!-f?!"$ ""........."'.r':.•;...,'1iI<'T ,I....1I...,...'.~,:io l5 .,'..\..'.I~:r T,,1".I'~...Lill'II.t .[,t .1.1"®l·..II ...tt .j IO'lS.ll fi.e.~//'.~I t I'~'I rtQ I \EL.lCA50.T7 f2E.FEl..I:..1 I ,I ,I 1--I 1 .1 '".,!·.[ILI 4'--=-'I4~C.J.'S ~4'-4·~itJG·I1~,4-·c.J.'-=:>.,~4'-O'~iNGo I - UMJT"5 OF -:£:eTION l?·~j?tt.?~T.)3 !--....--.JI'----------......-,.f.--.---.:...~-_l SECTION liZ"•I'·o' E 38 SECTION liZ"'1'-0". D 38 DATEl 19 MAR 15 SPEC.NO.DACW 03-79-11-0011 DRAWING NUMBER DISTRICT fiLE NO.24a/3aREII."A" SHEET ~6 OF 56 SHEETS SHEET 39 OF 56 S>iH1S ENGINEERSCORPSOF DISTRICT FILE NO.Z4 6133 SPEC,NO.OACW 03-TSl-B-OOli DRAWING NUMBER REVISIONS DESCRIPTIONS SHORING -PLANS AND PROFILES GRAPHIC SCALES 0 .'II'I"14')0',..,I f II ,I I I I !I I _0 "10'I"eo't,'Itli •J.r I!,I I I I I I 0 ~~"II',I","0 "f I ..·,j j I P,LEE DESIGNED BY,S~TA ANA RPtER BASIN.CALIFORNIA CUCAtolONGA CR[EK,SAN BERNAROINO ANO RIVERSIOE COUNTIESCUCAMONGACREEKCHANNEL ONTARIO AIRPORT TO fOOTHILL BLVD. A,T.a S,F.R.R,BRIDGE AND VICINITY CHECKEO BY, H,HAR K.TATE DRAWN BY, SYMOOl I...drYer R.I<.bQIM.s1 IS ,:'I<;covot<&d,dr/l//e~..h,;;/~10 Sr'=,/ied cekv_s.Piece ,SI:;lb'/er beams ,n ho/..-s and fill bottom 5'w/lh .]000 P51 sfr~n9117 qn:J(/i. NoTEs: e.Use 4)C s limber /QqQlnq.It:t.loh Q;;¥Jstrucl/On <.Taae £bug./Jr.or e~(Jlvaie;"t,---?lqee iajjl"n1 as excavation . pn9ftSS~S downward.Fill all voidhth;nJlQjgfl7!' 4.7ie ..bw~i ~1t:.r'l:::Jr$10 uJt::4~PS/li,yr';ear-Iy ali~~iJfh grCiif,p'-e;j~t..;re /;'J"ccled 01'50 PJI 0:;u,rec;w by COr7thxl;19 Or/iCer.. DE,AITMENT OF THE Al,Ml'U.S.ARMY ENGINEER DISTRICT MCUMlNTO DISTlICT.COlrs 01 I.NCill'EUS LOS ANGELES 1.lClM<ENTO,o.llf~I'"'CORPS OF ENGINEERS 5..4il",.CQ1JI,.",cItCtn ar domel w~11 IS t:Z>n7p/eled.,iii Sp.xe 04/W<Yet1 Ot/1,s1b"6'ar cht::HJnel and livnf ,{:~. o./J~'}ng ~/Ih ~iecl nli.No tJnfrutd 1/mhtr IQU/nJ fo bt lur/npfue. .5.T/e-b.x.t ~k;v />;;rs Jb pg :&tn2Qietf r.'?:Xf?slfi'~d pors wllh mlh/I1JW1I df/~.:ltg slren91h 01"/50 /(.5/.All dicer ~1r1..'(::br4/sreel members (;loSe ,..IST-W ,d3G s/ee/. 7e~1'11 ta be J-rreSSeJ 1.0 Ih/I;al ~$f len.Ji;,"/~~9 lcfce (_~ee tablei 1/1/.5 shl.).{,~,~ec.i::.ar.,ci)~~ge,.l I;he/1 ,brr~IJ ,~be ~~-t,lceq'/'0 ni?::1 P='.sI'-Ie;,s~nl;-7g ¥brce (S:E4 If;.bl,,,fll{S oJ/:!.) .-----------------1IT.d.8LE Or Tle-t3Ac~L6\GTil5 r:!7I?N5!0N5I.~.]___til I ';-.1:-:',"/:::1--_...,---+-... el.I/OJ.o ~~v~1 t?/I:;';4/ ~C4volliwJ\ "......-cIUr---~~-­ Cl.1095.("t E/.//01'"-,0 I ~~::-;:'.-·;'-":-·r -'_--:N',e..~~.~ I ._,_....---__ A.b/~: For ,'en9lhsd"li,·A;xl:.s J.-Post Tens/on ~s,.s~e fQ"/~;Ih/J .-hI. Note; ;:br /en9lhs "",';;""';1<:.;'$~Ii:>sr t&nJ/~;7 /~s,S#'41 :I.::b/~J /h/J ~/_ ,"05'HOR'Z. ."03'VERT. PROFILE -WEST SIDE I ®J I tl.m5.4t.I, I ,_I ~ i !~IIj'"'I .'&I If) I --1lNm!i1 el.I09¢.7- Length 01wale @IxlltJO1~/"'~3.I.~3:,'-b·' EI,1094.4:t ,SID!!:EAST I"•6' IN.6' PLAN -WE ST SIDE PLAN ·~i <:)r S'!9rlfl9_.....,1,1 \. u.s.ARl-,,-1V ENGINEER DISTRICT r _.I I·Z U.S.ARMY ENGINEER DISTRICT --~-r----'..~...:~.::=, CORPS OF EtNGINEERS ;th ~15".<$"c@!INt:4 on ~a.SQld,~r bdQI't1 Sit//ener ;eItJ loth ends e>r brocJ~1 ~----j(i--<c.P. WALE ..&No 8J<ACKeT .LJ.T SHOUt-PeR oc.d.M WALE AT 71E-t3KK u IIa NO SCALE DETAIL DETAIL ..b II NO SCALE c.p.>--~ "'-7J;p./'""'74--"V-r--" C 10,,2:5 c./'.>-~ Conned cfol./!:Ie C W<3/tl Ie>brocKet IS>so/"'~r oeol71.See Oetail II a ~ INs sheet. L...... .t:,,:u;il"acd <:7/ Sold,e/'8'*7m Weld d.p fa fl<¥lgeor~/"'~/'I!ea..n J r:y.A-ed Ibr I/Ishl/af,o-? 01"b9:11f1.1. ~~,F~~~~~~:'JAr.391IF'~.o~ 5oJ:t!u t3#iirJI11 ~4";Je-/;JQ(;,J:./~~ 4_ SECTION B NO SCALE 40 SECTION NO SCALE !.evel Qr r-h::J1 eXCgva/lor1 ~ ~-nil WllA 9rctd k> /~vel or //,.,01 eJ<=.-uI,o" :Jeff?C'c:fo/I 'a'J.'b', InlJ .she~tf DETAIL ..c " NO SCALE REVISIONS DESCRIPTiONS CHAITMENT Of THE AlMl'U.s..ARMY ENGINEER DISTRICT U(:1J.M£I;TO OI~lcr.COtr$0'tNGlNEUS LOS ANGELES ~tI...\MlNTO,tAl.lfOiN1A CORPS OF ENGiNEERS P.LEE K.TAT E DRAWN BY, DESIGNED flY,SANTA A~A RI'WER BASIN.CALIFORNIACUCAhI~GA CREEK,SAN BERNARDINO AND RIVERSIDE COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVO. A.T a S.F.R.R.BRIDGE AND VICINITY SYMBOL ~,. f4V 'f-_ ;eVZItG"".J" h CHECKED flY, H.HARANO SHORING -SECTIONS.8 DETAILS VIEW NO SCALE SUBMlmD BY, ~~ibL SPEC.NO.CAC"09 -79 -B-0011 DRAWING NUMBER DISTRICT fiLE NO.248/40 SHEET . 40 OF ~6 SHEETS \' 1 " 1 PRQ'VA! SHUT 41 (I ~ SHEf1' DETAILSSTATION OiSTJltICT FILE NO.24&/41 SPEC.NO:OAt"Oi-]i-1-0011 DlIAWlNG NUMBER GAGING REVISIONS DUAln"'HT Of THE A&IolY U.s.ARMY ENGINEER DISTRICT ~TO Dl$nlCT.CQIrS !11 __LOS ANGELES ~(.Jo4._u.OORPS OF ENGINEERS DESCR,II'TIONS SECTION B-B SCALE:3/13""''-a" o.WOEHL £.6ARC/A CORPS OF ~~, J.MOORE SECTION C-C SCALE:3/S"·"-0" SUBWITTED IY, rb ttvF:2.t,/z i I-V"t.Hlt'.DESIGN .I"l,MC" DATE:11 WAR.1$ CHECKED BY, DESIGNED BY,SANTA ANA RIVER tlASIN.CALIFORNIACUCAMONGACREEK,SAN ISERNARDINQ AND RIVERSiDE COUNTIES CUCAMONGA CREEK CHANNELONTARIOAIRPORTTOfOOTHILLBLVO.DRAWN BY, >. SECTION J-J SCALE:,'••'-0· Tjp Inj/trf slab wdh #5@I1'EIY. -#4@/:t,"o.c. - r--A I /""~..J(3!t,·'88r(lyP.) TaptJreQ Sleel P//? Bar VENTILATOR PLATE SCALE:I va".,'-0" ., Galvanize Alter rabrlcalion LOCKING PIN DETAIL SCALE:11«0,'-0· •'() //"I H/2 Slot J(/-3 l.orJ9 Gr/nd Fr~~of'Burrs 4~If (68/V.)St~~1.S~f Flush w/rac~of'Conc. Z'_O" Y.,..'C/.Between Plat.#Invl!rl" COMMUNICATION PLATE-DETAIL SCALE:,".''-a· •Qo. W~/d R/"9 to Plate W~/d l1usf C/~ar $101 PLAN SCALE:1=·20' SECTION F-F .r~_Tl."O~~i-"---'..Ij~Vf\..t-!-----,,~~I II II Ir r 1\r'7111 II II"A-r,..JII~.I\ll\II~\1 ~II ~l \11\\II~~\I1 ~)1 \\II •E(}~9i~?O Stat/oli \J IJ 5r8.7ISr-SO ~: pSldr,D--\\'}\I\}I 1 1 1 1 :~_I '<..;0_A "<0#"1 'V.,.=ST=~.~TI=4-,--,~5=·+I __!!.1I,.....-__"'-1-1__I 1I"f..._I I II Vo#"I/II ////"--In/8T SinK/I/o II '1111 1 "I/IW'f (see)jeiB;/~-S.ht.-42) I/III II1,#-II ,..._I /,...III II~'~.T!H081 ~1 'V '·111 II ~",,6 "8~Anchor 8011$- Proi~cfIftJ"-B R<!t9'd 2"Clt>ar L-r.-.,..".,..~L0.3.._~._3_~_._~:...~«_6._a./,y....)..n~~.,-1.- CORPS OF ENGINEERS 1O',S'10',I j "~"~",'0',I'II'IS'I I J I ,I II j SPEC.NO.DACW09-79-B-OOII SHEET 42DRAWINGNUMIi\ER OF DISTRiCT fiLE NO.248/42 flrv'A'56.SHEETS TURNER BASIN INLET STRUCTURE STRUCTURAL DIMENSIONS PLAN,ELEVATION,8 SECTIONS SECTION D-D SCALE:3Ia'0,'-0' REVISIONS GRAPHIC SCALE S°I'2'Y 4'S'1/4'0 ,'-0'!!!!!! ,Ii,Rl.vistlJ Wall Oime17siM (If ,eCIJ CD"fI,~ti()" DUAlTMENT OF TriE AlMY U.S.ARMY lNGINEER DiSTRICT ~UMENTO DI~n,cT.COlrS 01 ENc;lNEUS LOS ANGELES UClAAIENTo.(.A\,lfOlN1A CORPS OF ENGINEERS J,KOSTER S).JBMITTEO BY,on J.t:;X;.~L4L,~tI $IGM SECTION CATE>19 MAR.IS J.MOORE CHECKED BY, H.HARANO DESIGNED BY,SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA CREEK,SAN BERNARDINO AND RIVERSIDE COUNTIES CUCAMONGA CREEK CHANNELONTARIOAIRPORTTOFOOTHILL aLVO.DRAWN BY, SYMOOL DESCRIPTIONS °"t s'4'...---.,....--,."..,.,~,.,..----I/~·...t-~~~IIF'IEEI~I~j::::i=i::::i=:ibi:=::ci:::::::t::::::iI"~"I!Er:;r)~~•-,~'''-'ClED I ,"orn Na~1 RE'!'I>'\W ,R"VIEWED,i~~-r'--~'Ih\U '~----_.-I'-,-~_~".~I~·1_I I SECTiON B-B SCALE:3/a'•1'-0' SECTION C-C SCALE:3/S'01'·0' REFERENCE DRAWINGS I.FOR REMOVAL OF EXISTING STRUCTURE AND MODIFICATIONS.SEE SH£Er~.".I. 2,FOR CONST,Jr.DETAILS,SEE SHEET .J2, .I.FOR TYPICAL CHANNEL SECTlONo-O.SCE SHEiT.H. .,.FORLUTWALL SECTIONFROMSTA.71#Hlf,STA.71S~O" NOTES I.FOR GENERAL NOTES,SEE S/fEET .J2. 2.ALL METAL WORK SHOWN ON THIS SHEET TO BE (iALVANI.lED AFTER FABRICATION. 22'-0"to f Channel SECTION H-H NOT TO SCALE SECTION G-G NOT TO SCALE •I(" ::t"~'of ~,'-~~~..':, SECTIONAL ELEVATION A-A SCALE:114'0 "-0' ft&~j.:10'-8"M9'-0" a~o" .~Vr3YleS I.-.......: .3 '-0 1S -~ .".''},,.:,~ i.:~ .'.b-,..~.tN •"5!: .1--SECTION F-F SCALE:3/8"·,'-0· '.', 10'-8" Const.Jt: SECTION E-E SCALE:3/a'0.'-0' ~.( Ii I I'I I, " I ~\~:II~I i 1 .....1I~::~l~/~,~I I!~I)/I i I ~~I G.........,i Oivers/oo slruclvra kiVer!I i k I~II I I Forlilii3r7 I'loor elevaliol'S ~,",.I (ii I !I I $e!!njan i\.:_l I Ilnv.EI.996.54 \31.rt't!l i r 'Ii '-,111----,J11\\II'd ~II\11 1LL21 ~::::::1 ~11 ~I Inv.£l 9'75.83 I ,\I ~Ipt 1 11!.15 HI "1111 i¥H (J'//"Invert Along Channel WallsI...~,1-,t_J "~~I n IE L _.:i~!VfS.zQOI3611-".."I'rl-'~~------~--I....J ~.."'''~I~1 ~c,1"II'~I"":,.i·····,'.',:-"-.-:'--~~~.~--------~~~..~i;.~j,-->--~~1~,:.:------.,./;·;~~·..~~.• ~~I ~'G ~•~~~~~~~~~~~~-~~~~~N'-O~'--0"14'_0~'---0"#'-0".&i .~ Ii)\J If)Iij " r , ,-----------------,---------:....----------,--------------------~Tr-,~------------~~~----.-------------------'l U,S,ARMY ENGiNEER Di:;»I KiCf J II"NGIN'""ERS TI I rrDATE!APPROVAL REVISIONS DESCRIPTIONS NEW ST~~CTURE REMOVE EXISTING CONCRETE LEGEND EXISTING CONCRETE CO~~OF TURNER BASIN INLET STRUCTURE REMOVAL AND MODIFICATION PLAN GRAPHIC SCALES ,'.'d-o'?",,1'rd "!d l';p',., 0 f ~I'I'~I~1 -'-.11.0.iii!!,,I I ,I I I DtrAlrMENT OF niE "lMY I U.S.ARtolY E.NGINETR DISTRiCT ~NTO DI~TlltT.COlfs 01 EHGINfUS LOS ANGELES UClAM1NTO,CAl.lfOlNlA CORPS OF E.NGINEERS CHECKEO 6Y, 0.WO£HL DESIGNED BY,SANTA ANA RIVER BASIN.CALIFORN IA H HARANO eveA"'ONGA CRUK,SAN BERNARDINO •ANO RIVERSIDE COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVO. I. SYMBOL I ror 5tructur~!oeMilfJ of new 1:,.,let ~,fructure ~ee 6heet 42 . Z.R.ernove c;nd dt5pose OfeXI51ing Ihlelsiruclure.and connect n~w arrl.lcture 10 eXI!Jiif7fj re/nforceaco-~crete box. ,J.DexriptiO(J rJrx!9uantit/~of ~xl5tlnq ~trt.JCt/Jre: a.Inler ~trucr/Jre C~/~t5 ofCJ "-inCh thick.re:nforp~,!~~c~fe ~iab tina ref~/n/ng w,,115 or 'vertOLlI:!rx:;qnr. b.Remove reinforce CCfJcrete //0 ey. NOTES: SECTION A-A SCAlE:.-=3t~o· LI;rnif of c~nne!J e:(c~YrJtiofl SECTION 0-0 NOT TO SCALE SECTION C-C SCALE:.'.3'-0' ....1 -------"1] lCQ'-~ Ex/MillO to rern:Jin - II_L ~~- [____-~u ,,"'''''!I'--et'~C'z-.-II1·/5-Ex;..j/;hg easl banK {headNaii CJ(i~(/ng rei/and .----wIre revetment, /CUCafTlCilf9d chYlnel well, l( PLAN SCALE:,"lO'-o" )( SECTION B-a SCALE:,'.3'_(j' "'!J;;-----""n,r'-h~N N&.;/NaIl Umif!3 of CMnne/ excaIdfion ....1 .._~f--=-__--:../~357'-=:t=-_----,---_ Remove eX/~tinq ~truct/Jre C!.998.4/ / U.5.ARMY ENGINEER DISTRICTr ,..-,-------;-;--·····-··-··-,·--.T""":t.l-~----I-r.-:==~!-------r==",~----------r=-I ,_""c'"'·h~vifwrD··SUBMITTED BY,SPEC-NO.DACW09-7~-B-OOII SHEET __~__•Itt·,t'\~h!I\\,'tJ>I'~::="':"::-i -d~J,:t:;,;;&DRAWING NUMBER ~;----I-----i·--I-··-~-+.---·-.-'DA~'~;'~·A~"ff OISTRICTfILE NO.H8/4}SH~TS '------;"":;;;-;;;..;;:;;.,...;;;;:_:;:;:;;-;:......-....~;;;-;;;;_-------~------ll-----,-----------------..L.......-I---.:.-....-------:-__---.JIL---l.I -'~~ u.s..ARMY ENGINEER DISTRICT CORPS OF E.r~GINE£RS FLOW ...... .. ~..,.5@12:-----~JInII '5@ e4~.l1 JI~Jt-"'4@/8- n'lL-M 7~H"J""---11-11 r..•.....2lzclr.U11 _ liT[elr. I1'tl /#6@ 8"I~IN"(#oe/c'I.K ~,_.li~~I"6(38'-~~~v)//J Ifa@lr-n r)/X~f Ii rAI/A.I \~V:1 '1"''r7Vl r I I I•I,.,I L .,.I3c/r.(t}p) 4c!r.(typ.)1 ,,.I. T SCALE;3/e","-0' ,#ji ....0 rE12'E.Wf SECTION B·B varis,i•I I SECTiON D-D SCALE:3Ia"""-0" I,I,,IHUli SCALE:!/4II ~!'-o· PLAN #5131!!"E£&'IP'#.<r,iY/?Nr rr------=----=-----'---fi-.1"/_.....,..<;,.".(2;"-jIF/2.rt__---'~~:::...-.=.6.:..:/e=___"__=e:.:.:..!.F.~.__---! I II II II 1,1,.'I-FTLlL~~::::::===:===f=Frff=F========FiTi~~=========r=F~r_---__I1/1 II I ""I IIIIII :I/~!II *l----~i II tr d1 ,i IiIiIiIiIi \1.II,"il 'I LI.I III il II /~I II t I IIHHtrt 5- If / O IllllllllllIlIll,1111p~;Ii ~I -.--I-I+I+IH I I II·f l_'~eli I \J\I r I mm I rr ttttH+Tl .:1 II I .I III I i'~j ',llID1fr::!=r GI.IG ,~II ,/I I!I I;'1t~rvp!-~'!J :~I IIIUttfl ~I IHlHm I I'IIIIII~-~_I'~~ttnunl ~~,Immfl .IIIII r!----ll [1 L-------3~tiJUHl~------~~-~'l11TI1l!___~I .!lJIJUl 1I11l1r ----hIH r ELEVATION A-A SCALE 114"'"-0"...SECTION C·C SCALE:318",,'-0· SHEET 44 Of ~6 SHEfTS I DATE iAf'PROVAl I I SPEC.NO.OAC<M 09-7SI-B-0011 OISTRr<:T fiLE NO.i!4 a144 DRAWING NUMBER REVISIONS DESCRIPTIONS TURNER BASIN INLET STRUCTURE REINFORCEMENT DETAILS GRAPHIC SCALES 0 I't/10'IS'to'.1.-.1'·0·11I11 I I I • S'I"•,'·0·0 (I'5'4'S'I'T'""'t II'I(If'f!",,,IIIIII I I I DErAiTMENT Of THE AlMY I U.s.ARMY ENGINEER DISTRICT ~TO PIHllcT.COlI'S 0#tl«iINEtlS LOS ANGELES UClAM£>lTO.UllfOlNIA CORPS OF ENGINEERS SUBMiTTED BY, _·t:iJ.JJJ;£i?4J.~& CH;E'.D£&liN '!'AMCM J.MOORE DRAWN BY: DESIGNEOBY,SANTA ANA RIVER BASIN,CALIFORNIACUCAMONGACREEK,SAN BERNARDINO AND RIVERSIDE COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AI~PORT TO FOOTHILL BLVD. CHECKED BY, J.KOSTeR DATE:U¥AR.15 K.TATE SYMBOL I :115&1['·..... 2!?"CIr: SCALE:3/a',1'·0' -'J.-:::=-H---l0r bar sizes see 5ecIICnG-G - '.------d'r-------#<f Jlirrups.JJ8"- 1=~1- ~I =~,ror 5/ab m;rforc~menl ["-'----:c-:""'i'T":~..-r--L.-li'-P-.._I see Sec!lor'/C-Cft--_'_'··'-=--'~'-r:·.·~:~~.I I I ?!O~I ~t·.;/'~~.':" SECTION F -F I ......./3...,'."".....' I~,......... SECTION G-G NOT TO SCALE I r~·~.4'. L~•'•• I '---...--.-......--... I ~.,.t.I ,I ~,!---?'6 @ Ie'~w-=::... i-v--- VConsr.vi. I-4i5@/2·E.W~ W'~"'V6 ~12:'E.W,yp. SECTION E-E SCALE:3/a"'1'-0" L--..~_------::-:-~~~_~.L----.c-I ...L.....:..I -LI ---:.....-__~___LI ~.Je 1..1./\I -1\~_---.I...,..'.,.._~NI_~r "'JV~ U.S.ARMY ENGINEER DISTRICT CORPS OF 1 SECTIONAL ELEV-ATION C-C NOT TO SCALE SECTION D-D NOT TO SCALE TYPI<;AL RETURN CHANNEL SECTION STA 0 +26:TO STA 2+18: NOT TO SCALE SECTION NOT TO SCALE ROCK SLOPE PROTECTtOr--JUPSTREA~1f1 PLANSCALE:•••20'-f1' .rA.--.~~I~r 5trw:dLJre.'ee \_1~:...','"..r ••tifd fe",e~g1'3"d/~.j6lh~h fence ~f~6)IO·o.C.Max.I 5fd.fence f,t,6'hiiJ_Det~'"~ht.47I-Itr,:,~e.'....;.,+.''-''.Tt:)Cham linR.erICew/th "hig chain I'ink:f6bric OON7";:;3'1""'0'·-·ii~~~o__ LEGEND .~.;N~C,lli~8 ~IIJt9'J cNlnIInlc.nee .---..-1 ('~'~_ f0SS cxiofing ~tructl..lre tor~in ,--I---r---' r.;tbric fo bdplaced on /dlld $I<f~ofpods ~.~-.....GRAPHIC 'SCALES /If ")0.)(~f --New ~frvcture~~~~.eJev.~J 'V'(X '"t"-0"9ffff?''j"I?,30'2fI~N .eJev.~'~;;<. 'I -f-----'«)0(9t3l.59 0 !I I(J ~¥l'';x ,"",(j.r!'t 11 "!I Ir/~k"x" ~?o"t '1 '1'p'4f"If'!,9'?f''CT!p of etx::Jnne1 ,1I.rol..O" 1 t REFERENCE DRAWINGS:~WdI/£1.Vorle3 I I'i riow_~~iii iO /.For Plan;Profile of chMne/,Se,SId./7...... ~r------,"l-I I•~~.......2 For Typical Channel SI:C!/on,See Shf,23 SYMOOL I DESCRIPTIONS I DATE jAf'PROVAL::r::~'5[]Q•::t"7 ':t:6'.I I REVISIONS~Ide drain ---......".Cl) £1.971.34 >::,~P['AIT'MENT Of TliE AlMY u.S.ARMY ENGINEER DISTRICT"',~Invert\ junction I I ~r EI.9V.09 ~NTODI~TllcT.COlI'S 0'ENGINEUS LOS ANGELES~trucfure:I(Leftinvert ~UAMiNTO.u.l.IFOlNIA CORPS Of ENGINEERS'/!JrQOI31J!1 ..DESIGNED BY'SAI'<lTA AI'<IA RIVER 8ASII'<I,CALifORNIA cutAIoION ClA tRHI(,SAN BERNARDINOI~~;;;"Cl.:.~J.KOSTER AND RIVERSIDE tQUNTIES'-e~03 I CUCAMONGA CREEK CHANNEL~I\j~DRAWN BY.ONTARIO AIRPORT TO FOOTHILL BLVD.~t~~~C.LEE TURNER BASIN~::>:J-~~~~CHECKED BY,SPILLWAY RETURN CHANNEL()~~~-0.:;Q D.WOEHL PLAN ELEVATIONS 8 SECTIONS, SUBMITTED BY,SPEC.NO.OACW09-19-B-00U SHEETSECTIONALELEVATIONA-A ~ifrr02 /"d I 45SCALE:'".10'HORrz."RAWING NUMBER OF1".5'VERT..:41["D£.SK,i1ll lIFiAHCH 56ClAn:.79 MAR."DISTRICT fiLE NO.Z 4 BI 4'SHEETS I I I I ~~(}~JG 1 C/.97/,0 CORPS OF ENGINEERS SECTION A-A SCALE:1"5'--0' /-~I iA'" c·•..-c.,_l",..'__,-_~-r..;--- PLAN SCALE:I·"IO·~O· u.s,ARMY ENGINEER DISTRICT rf~~~-·, !t ..t;":·~---------------.------------------,.--------'--------------r-----------------.---------------------, I '"I ;"I It II.:I !I I LEGEND RemOlle ~/~fifXl 6pi//WOt./Otrucfure _.- r------'"~_._y'~'--;-_.'•. :....";·1'r'~.'."..,Ii"·'III:"\ ---~New Con~truction :lI/,!.;(qJr.lU (~-"~~I~ .,-,..1------·-~-·I·-:1 ......-_~,'_~_____ "GRAP111'e-'SeAtE9 ,..~-d'?,flfs'r r 4'.'~"I,,,,!,,, "''J'~d'?fffff d f !f '1'I .".!O'-d'?11II r rrI ~!d l¥1 ,;J,,,I I - sO'of'existing spil/way strudur~,I I nlifie~of ex/";01lTJdfend/.I I SYMBOL DESCRIPTIONS I DATE APPROVALalureC~/~f~of<Y'J 8"thick.REVISIONScrele~/d)~nd N"I/,~75'Mdey-,.hign H-iJe(Jm ~toP-/1k OltAIfMENT OF THE AlMY I U.S.ARMY ENGINEER DISTRICT t/mber 'IV~/f<WCH:I<xro~~f,~NTO DI$TlICT,COlP$Of UlGlNEU$LOS ANGELES UClJJ4NTO,Ul.IfOiNIA CORPS OF ENGINEERS DESIGNED BY,SA''lTA ANA RIVER BASIN.CALIFORNIAe'10 C.Y,H.HARANO CUCAt.lONGA 'RUK,SAN BERNARDINOeel1.100 /b~.AND RIVERSIDE 'OUNTIES DRAWN BY,CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD.C.LEE CHECKED BY,ARCHIBALD BASIN SPILLWAY O.WOEHL REMOVAL PLAN SUBMlITto BY,SPEC.NO.CAC'N09-n-B-OOil SHEET _~~t:iZ;;J.,46DRAWINGNUMBEROF;tit,D£5-llal BRANCH 56OATE:DISTRICT fiLE NO.Z48/4679MARI'J -SHEETS I ~f'30~;15 NOTES; I.·Remove and di,po t..De~cr;ptiOf1 t:YJd qw d.!5plll~"In./reInforced cxn 5p/'/~wdh~pporfcYXi <:J .:Jpi//~!I' h.Rein!.Conerel6frucfurol51 .II SECTION a-a SCALE:,'"2'·0' .I __I --> .J t ----------------,----,.l~,f...."Ii., I~. -JlTiV·s~TYP Ch<Y)~;S~fK)l'} on Srlt!!I4F 33./f#ll.r""__........~"'-'II ,...,....-y,z;..-Ar ....11...-_-1.~'""~~I-"-..JIg.,'0 ....~,rTJi~c.rIM~/')..5(t::Jfl /s :J.80~ 90t&s: /All bars '4~/'?·unl("sJ ollunv/,,~nolM, 1.Op~n/n9s in cnanMI wall sholl b<o c/)OIT}1'~r~ .J!?~un/~ss olnt!rw/s<!nol("d. J.Cui rt!in;orct!mWlf e·f'rexn Opt!I1I"n<)S /n CnBnnf!/exc~pt wli~n hook or ~nd /s requ,'rt!'d, &4.TYle 'rJoifl'pI'plPf ~MI,f,~ofJ'"or i($..1.T;tJa "iJ"jolllifor~.;illl!7CrcrS fl"U1lr tit...,J6~£r,..siolf joi"ls Stt"ex.~ tt1YIt 10 lop 01'101'slgb. #5.'t"~l<Iall IificJr.fiUS ofK-C·Po I~A1N •ra~+i:O IT..,~~Rtt.4OV(OAOO NOTE.IIT .....NU J.\'R£\IISE TAIIIJI...ATlON SlOE 0IUlH S\JC{,Uf"UTlING "EW II SYMlIOl.l DEXR1P'llONS I DATE REVISIONS ot'AlTMENT Of THE AlMY U.S.ARhlY ENGlNEtJl DtSntlCT ~lAAll"'lO MTlICT.cOIn Of EM<OllolfllS LOS ANGELLS ~lAAll""o,tALIfOlloIIA COIWS OF ENGINEI:RS DESIGNEO 1IY:SANfA AHA RIV(R SASIN,CALlfOftNIA CUCAIiIONGA CREEK,SAH URHARDIHO E.GARCIA AHO RIVERSlOE COUNTIES DRAWN 1IY:CUCAWONGA CREEK CHANNE~ ONTARIQ AIRPORT TO FOOTHILL BLVD. J.MOORE CHECKED IIY:SIDE DRAIN DETAILS a TABULATIONS o.WOEHL $VBMITTEO IIY:SPEC.NO.DACWOg-7g-B-OOIl SHEEr 'h~+?~ORAWING NUMBER 47 OF,,'~-w ~Dt'I'..il••CH '6CATE:n MAR I'~STIlICT flI.£NO.l4"41....u.'~_~~~.r!,--~,..~ ""'1 . !'"""--._--------~-_. SECTION D-D(END WALL) :\#. I °2itJ.+•varies ,J ..J"cl. Col+.... -'._--------,----_._-~--"".-}... '.I ..1 .-.-.,".---)... '"5l£'It?'"f"or P ju 60"¢,;smol//!'r- ';'7@1t?"fhrprp~ 18r9~r IluM ~O" j EI.'A' ) ------_._-----~-- St!!:~ROr7_rapS/~D g>"cl. -TYPICAL SIDE DRAIN lNSTAttATION' NOT TO SCALE C/"H;Inn~1 Willi ;(,;,fr:>rri~9--------­ S~8 S(!crlor7 c-c DETAILS ..,. NOT TO SCALE NOns' l.fflt h;'Ulio.gf '""'ar'bulkhCld••lI.R....ark.~oIu....i••bov.lobi•. 2.All Il"lkh..''in'.plank.,an'lI>'albin,11>011 be ro'.oo'. 3.All nail.,h.1I b.lIalvDltlz.4 co.-mo••i,..all•• TEMPORARY BULKHEAD .vrAl..1.i II I R i A.O.Gj INLET b.m..m TYPE lOlA.I N IO-LOAO I 1tG..IA.o.itiOOUJiU ,(PE IA,D.G.I Wi..n c I •I j I L AA I [CiT EL.A iSTATIONINO.I OlA.TYPE S II 105+61 I ,I LT.~IC_"'p t--I III I R.e.p.I 2~I i,;I 600 I I I ye:s I 0 I YU H1 13"I 6"I ,"~s-S'10·jU:lO.oj 1141.3 LolO'li Uln'/jf U=II'cP.-----..._---~_...._--.-------~-....._-10'+~~I ,I RT,I 24"'C.M.P.I I I ,I R.C.P.I u"I 4"I 6~O I I I I 0 I "I'"I 10"I 14"'27"10'-1':sO'..lll_~O!114'.1 I ~'~J~~tJI~l,i~~lrC;.~;~~hllfolfln.S" ""•••I --.-t-r--)::=:!::::!.':!:::::.J PLAN OR ELEVATION 1----.....'I----::R7':~c:=r.--'-.":T~I~T(O .JUNCTION STRUCTURE "0" L ~C~O~N~C~R~E~T~E~C~O~L~L~A~R~D~E~T~A~IL~S~u .~~O~~~~-R~-NOT TO SCALE L--",_ ,I I CORPS OF ENuiNJ::.I:U't5 Note:qaivtYiized dffer f6briCdfkx, TRASH RACK DETAIL NOT TO SCALE SECTiON C-C ScALE:314·'.',.d'OJ;Til II 'Q'__',,",1,,-W NOT TO SCALE 5.5heiJr pin 10 bepeened both end~a{;er irJdTai/aTion. PROTEcrlor..BARRiER DEiAiLS i,qalvanize ali ferrou~P<Y;~after faiYication. 2.Clip cJl);/e~~/Iover/tJP "minJrlJ.Jm of /./iX!h Md~h(J/1 fit :;nuqllj tJnd truly fare tv fOC!e, 3.j~~tz:;f1:/;j7h;n::ee::f/::~~!!be dnlled ---.,------------, 4.Cover~e/~arY)/e!J r'Vifi')rJ COO t of waferp-oof9r~~,-,efore 6/iearpin inof;::,//otiorJ. NQfe~: NorE:/ni.et sirucrJus constructed in conjrJ;ycfio,!with side droin0ge as nOf4(fin pions.- PLAN SCALE:112''1'-0' ARMY ENGINEER DISTRICT G'"r--'TITI--.:.,..-----~------~-..I ~ //r I ' ~I /::'I /,t'il 1~,,_I ///~I t~,~~I I,~ f /I ~I?H~I /I~{r-----~I/I ~~",,---..r ---1 I /"=fV",,;>IfJl '~lfI~--!"!----I-If ._~.._,...~",-rR'1-l::,J _~L I:_l..J~-L-----LL1 ~~~J fl\.FIrJIAJ!:III 1 ~ro \'-}::.:.---~-1-~----t -I I i -~I,~---r I "-'I ~B'----~---j '"::;11;;: H,.JI "'"I ~I~ '"I :S::I~'"~I ~Q~~~11',:::,,,I' ~.~,I.,,I I !....-..l...J--.....----.r-l-.I \J~J~ IG..... u.s. II- r""~,!!---------------:--'"'-----.------------,--_:......-.-~.._-------------~--------------,---------------, I OPEN CONCRETE PIPE INLET _SCALE AS SHOWN GRAPHIC SCALES SECTION J-J SCAl..£:1/2'••'·0' U.S.MII.Y ENGINEER DISTRICT LOS ANGELES CORPS OF ENGINEERS REVISIONS DESCRIPTIONS SAI'lTA AI'IA RIVER BASIN,CALIFORI'IIACUCAMONGACREEK,SAN BERHAROltlOANDRIVERSIDECOUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. INLET STRUCTURE DETAIL S lIZ"'I'.d'V,(f f 4'f 'fI,!I 3/1i'.I'·O·0 "I'3'4'S'f,!!I I I !I i I-V."'(-0"0 s","....-,'t tIi1jIIIII,I ADD tII0TES D£tA1TMENT OF THE ARMY SAl;llMlNTO 1IlsnlCf.COlI'S Of tNGIN£tJJ SA~TO.OllfOlHIA C.LEE CHECKED BY: E.GARCIA DRAWN BV: DESIGNED BY, Bendooffit~nd w~11 long,rein!Into well. SECTION H-H SCALE:1/2"·,'-0' Qroundline Note:renee dnd,crotection bdrr/er not~wn. 5ifnm.eiXx.lf ~er.r.epf round ~/Jrf(JCe SECTION.G-G SCALE:112"1'-0" ~I "~+--~Z-,--=.5~d~/a~,,..,-=:.:.:::... r D.WOEHL ,':'",I.'l .It~.~lWfl)":_ "·1--- SUBMITTED BV,SPEC.NO.CACWOSl-H'-B-OOq SHEET YV1.1hA:2C-..d:7J..\-'D""RA7:"w""IN""aC":N""'u'""MB"""E=-R-------I 48{}-{jf'(-I--AJ.~<t.;Hll:':-'.n,..a;o~;f;~,~~.o1e~••+-'i,""'t.--OF DATE>lSI MAR 1:5 DISTRICT fiLE NO.24$/4B Rf.v.'A'SH~TS I· I SECTION H-H N.T.S. Top or waf;1H~I of'l1Iall ..,•I NOT TO SCALE PLAN -RECTANGULAR CHANNEL SINGLE PIPE SYSTEM Flow."..CHANNEL YANHOLE REINFORCING DETAILS & ..Bli"J Flang.,adopfor ~ncllroin(Jg.9-atc~.:t"e.,.. rpl r~(J;rM wh~,.;11~I:~tCJ for SJI?t},,,p,pe 5jsf~m SCALE:3/8 IN.'"I FT. (13 Ret/II/d) TYPE I'B"RECTANGULAR MANHOLE DETAIL MANHOLE L _ 'IC'tI 1~I ISCALE SECTION C-C NOT TO SCAU NOT TO PLAN -RECTANGULAR CHANNEL DOUBLE PIPE SYSTEM .SECTION B-B SCALE;1/2"•I'-O· ., rI" SHUT 49 OF 56 SHEETS Sl'EC.NO.CAe..Og-rg-S-OOll OMWlNQ MUlleLR TYPE IIBII SUBDRAINAGE SYSTEM D.WOEHL RS""; MtAlThl£MT Of THI!Mit-y .U.S.AAMY ENGINEER DISTRiCT ~TO 1llIll1CT.COltS I1f _LOS ANGELES ~(ALlrQINl4 CORPS Of ENGINEERS OESIGNEOBY,SANTA ANA RIVER SASIN.CALIFORNIA CUCA"ONGA CREEK,SAN IERNARDINO £.GARCIA ANO RIVERSiDE COUNTIES CUCAMONGA CREEK CHANNELONTARIOAIRPORTTOfOOTHILL I LVD."QAAWN BY, J.MOORE CHECKED BY, CIo'TE:7 g .tolAR ., SUBMIntO 'Y, ·h,../~--I:J-I,P&l~".eM NOTES /.ror locations ofTy~'A"emd7j{4'8"M<inho/~~SN PlanandProf/Ie S/Jerg/s 7'IIJrv to. l..Manhol4s m~//;vi c~sf /np'/aa,or p,.,casfinciccord4nce.+-itll d;m~ns/ons slu;wn. 6-CAST IRON ADAPTOR N.T.S. (II Retv;,.~ 1"",,1 £/.~'~lInd' Drain H:t;1Z SECTION A-A SCAL[:liZ lit"IFf. ~ MANHOLE.T't'PEwA· SCAL.E:liZ I~.'In /t"MJI.Framf(, Cowr Dra;"HatI SECTION O-D N.T.$. {,. -y----''-------.....------i~:/•.1---4.<..-'_~_-,-4_'_~ U.S.ARMY ENGiNEER DiSTRiCT CORPS OF ENGiNEERS ,.. .'to PROF ILE SCALE:'"'10' 1 i"C"Bo/I c 8'-0'6'-0" 6'-0"~-o· ,1-0"4'-(j' 2'-0·Z'-0' it!!"c"BARS:END ALTERNATE BARS 21~OllfRO"TOP OF .ALi..,'WHEN;;6ECQhi£S LESS THAN 2'.011 TIi!.N USE "4~!!·. I Accfss RAMP -CONCRETE a REINFORCING SCHEDULE I1-1 ----r'--.--------:------,......,.----=------=------:....:-=..::...:...:....:.......:....:....:....::....:...:....~-=-=-:.:==-=-:::::.=---11ItICONCRETEIREINFORCING~TEEI ISTAT70NS I H I h I Ts I Ti.I'A'Sa;I;;;ii,I'a'aOr I b I PI Top of"Walls-........ a~I IIII::?I <;:)I~I ~~~I 'JI:1vI~j?I .Ifjl ~11)1._.--._...--.,,-...._..-.-~.-.-.---~.--..--....---._-~~-·t-----t--t------·--·__,1190 6'r~nc~(ryp)-~...I J Splash I ~\dj 111 r6usrd 1_._~--_-._-.--.-~1i-.t -,r-FlII61'9B11180 ,---...'0 S=rO/Jdl I :'~U/i ,~~_(..onsf.t.lf.,II :I/~,,,u,.u' CHANGE,...__m •_'d'~".=-====--:cz.....s j _~_._..._m_.•.__L_l__jJ~__.L=~·"=-~:~~I ...n~I IAI/,1"'"~/F~<,•.,.....:n:r{,i ,A/OTE:l.ooks ar J,A.I~sr H/rS/1 01'Access l?alnp,GRADE CHANGE--------------------------.~-._..-':i~-..---..--.-.--.•._..____.___.._'-1 ,----------l!!60 1+00 0+00 ii80r 1160----- 1110 ~ I ~Iil~I;1'~ ~"I ~I ~I .J01~I1190r"1--------'~AI-.1 t--·-----t-_·_·_-····..-....--]".-----...-._.- I •I"~v_a'¥fu-l c/,1/82,.32 L £1.1/80.'1Z I _,S'I.'1%•I :Jecnon I/''"'.~I--l'.--v;,,;u:)/Z'1§...-~L'V "\ ;;;uA',C.r'-~.-nmm -\--~.;;;;?jJiC= c:..--.J"--\.--,/'.~-::a:: Se~Defall "£.on 5111.5/---"\______•.•._~.\~RADE r--G I NOTES: I.fOR GENERAL NOTES AND MISCELLANEOUS DETAILS SEE SHEET 32 , I DATE ,APPROVAL 117..vw.&~1 --~,_.._--.-- .~-'-~,,'-'~~-.:l--~ ..._-,~_. REVISIONS 1--·_·1---- CHANNEL INVERT ACCESS.RAMP STA.813 +45 (L) PLAN SECTIONS 8 DETAILS II l)EtAITMENT Of THE AlJ,ty I U.S.ARMY ENGINEER DISTRICT Uct.Alr\UlTO ~1~TlltT.COUS 01 El<G1HEUS LOS ANGELES !J.ClAMlNTO,CAllf0&H1A CORPS Of ENGINEERS 0,WOeHL DESIGNED BY,SANTA ANA RIYER BASIN,CALIfORNIA CUCAttlONGA CREEK,SAN BERNARDINOH.HARAIVO AND RIYERSIDE COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO fOOTHILL BLVO.DRAWN BY: J,ItIOORC T.SARN!S CHECKED BY, SYMBOL DESCRIPTIONS 3.fOR Typ!eAL SECTION OF RAYP SEE SHE£T ~e . I~Channfl/ ·1 Compacf~d Fill,Cnannd ~ RampJ Ex/st/ng 6roundSur/'ace PLAN SECTION G-G SCALE:."'5' OATE:7 g MAR 15 SPEC.NO.OACWOg-7g-9-0011 DRAWING NUMBER DISTRICT fiLE NO.Z48/5D £ev.'A' SHEET ~ Of .,. ~6 SHEETS 1-----."._•..,.._~-..........-'"'-_------------l..-..I------------:--------11-------------:-----1-1 ---------··-------I.,-----~~O~~51--------J I~ SHEET 5. OFse SHEETS Lon9itvd/nEi!Stefl!: Channel iac~';/4@,e" earlh race ';4@18" DISTRICT fiLE NO.Z48/SI SPEC.NO.DACWO~-7~-a-001i DRAWING NUM6tR REVISIONS DESCRIPTIONS CHANNEL INVERT ACCESS RAMP ST A,695 +45 (R) PLAN,SECTIONS 8 DETAILSO.WOEHL SUBMITTED BY, 'x'v.)~fJ--LJ-CHIlo',Ol51....BlUNCK DATE.79 MAR IS DRAWN BY, J.MOORE r.8~RNES CHECKED BY, SYMBOL C~PB OF !="NGlNEERS ;"Ow/'&Z~"Lap wived:RebSr BtJoV~ 2.fOR SECTION H·H SEE SI-lEET 52. •·C"SARS:ENO ALTERNATE BARS 2'-0"fRO".TOP OF WALL.WHEN H 8FC0to1"~I 1'01;<:'THAN "-,,"THEN USE "4(;OlIS",---..----.------...~.•-- NOTES: TVPICAL to.fQR GENERAL /\JOTE.5.ANQ MISCELLANEOUS OETAIL.S SEE SH!ET 32. I ACCESS,HAMp CONCRETE a REINFORCING SCHF:nIJLE i II ttlI H I'"'""....".I I~....v"n~I ~I REiNt-OI1CiNG STEEL 1 ISTATIONS,.I Tw i TI i Tt i·A·Bar I a I a!I·B·Bar I b I bl I·c·Barl c II0+4.33 114'-&'I 14·I 16·I 10·IIIIIII .I-I TO NARIES .,J.,.ARlES dvARlnrd II,IIIIIIOtZColllr2'-o--y--i2·1 14r-'-1 10·,,"'@iZ",,'-0·I 3'-0·IfJ 6@12"/e'-o",8'-6",..5@IZ"'6'-0"1 L TO llARIES n:lwtIES .,q."ARIES rd IIII1III 1I0+43,~ellO'-o"l 10·112"I 10',t o @i2"1 4'-0"1 $-O·I"'@IZ"I S'-O",6'-O"j_4p»1t'1 6'-6"1I0.:~03 "':~~10·r:6~1 10·1+5@ Iz"l 2'-0"1 t-O"I·5 @IZ·/6'-0·1 4'-0"I·4@12"1 4'-6"1 I TO ~ARIES Tt1 I III,I __._"I ~_",.,_.,.J 1I0+18.471 6"-0",10"1 10",10"J -I --I -I"~PI':I ,)-IJ I 4-0-I H@IZ"IN0SPlit'lIOt9~~92 ~,1:~1 10'I 10·I I-I __I -I..."",,"I ..'~"I '"~,1-.~._I.,..110·I,I-I-~""'~I ~--v I ,.-v I··'If'I~Il'4O IlNltt1 I -~~.U ~II J I ,I I 1iit;;Si I~I_O·I iON i 10'i 10'I --I --1--/--1-I ~1"4~iz"INo IPiiUI lIIII1I IIII II I DErAlTMENT OF THE AIMY U.S.ARMY ENGINEER DISTRiCT ~Cw.u:HTO DIITliCT.CO....s OF WCiINEEU LOS ANGELES :2Z>!&:3::---t.'1/.'/,\~CMMENTO.CA~IFOlNI'"CORPS OF ENGINEERSCon.6 /9h Fencer fyp/I;D::<'E;;;'SIG~N7rED;i;B-iy,F;';':';;;''';;';;;'';~S~A~NT~A-''AN:;-;AL.;;-R;-::I't7'E~RS::'":A';':S~IN~,";C~AL~I:;f;;OR;;N;:IA~---I I C.~flH'·"·NO CUCAMONGA CREEK,SAN SERNAROINOV.""IT'"AND RI'tERSIOE COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. fbur /'1onol/lh/cally with Ramp Inver! SECTION C-C SCALE:3/Si •" 10'-0" 1 ,Channellmerf~b=~!I::~:::.~.."". ,\c.t/. SEC T ION D-D SCALE:"." PI..... SCALE:,••iO· IZ/?.(typ) .~,..-+------~ DETAIL "'B" SCALE:3/8'·" 6 H R #4 corner@IZo.c, IO'-d' o (low,.. DETAIL"A" SCAL E,:3/8'.," Ft:!rmeclp'o~t hole (Typ,) CJ.TYpe "a" U.S.ARMY ENGINEER DISTRICTr ~.".~......"""""",;;::;:;;-;;;:...........:;:;;;;;;;...-;;;------.-_----L..-...-.~~_~~L_______l...._______2_~~.~----l L __....----...-~-_....__.__,i~_.__"i..__..-..~._....c ~~'_.__.__,_~. I \. I l II .-6"1"'58'12"I~-d' 0'-0"IOi"piC'I,'-." 4'-d'1·4~2"14·-." 4'-0"I.4~Z"lllk;ij>liu I 2'-~I""#i'll"iN!).plittI --I ..4@12"!No .~.III·I II I It t-d' ....-"lJ-U ......,,·v REiNFORCiNG 5.CHEDULE .1 I )'·0"I.·~i2·1 l'·(j'I..5~2"1 t-a'I'"SS>12", --I·'§!zo! --1"'4llill2"1 I-1 -1-1 I I I.fOlt GENfRAl Nons AIIID WISCELLANEOUS DfTAILS S£.E SHEET 32 . 2.fOR OUAllS ·A":0·AND "E"AND SECTION C-C $££$HEET ,.. :So fOR TYPICAL SECTION OF RAMP SEE StlEET SI. NOTES: lit ·c·URS:END ALHIU'ATE lARS 2'-0·fROW tOP OF lUll.WHEN H IfCONES LESS THAN 2"0" THEN USE "4~1.". I i I H I co HeR ETEl ISTATIONSI I lw I It I H I=A=Ie,I a I I ACCESS RAMp .<\CONCRETE a Ramp 1 II_rl_..J......'J "'Q'#i_'y-I.JCla11 Ui.IV cf.1 PROFILE Flow ..... u.s.ARMY ~DISTRICT I-- I~H PLAN - I DATE ,Al'PRO~Al ..I CHANNEL INVERT ACCESS RAMPSTA.668+50 (R) PLAN,SECTIONS a DETAILS IH'IISIONS I ...._...'._,. DltAlTMENT Of THE A1MY I U.S.ARt.lV lNGINEER DISTRICT Sl£u.MlNTO DI$TlI(T.coal'S Q/I __LOS ANGELES $AUMllNTo.UlIf\ll.NIA CORPS Of lNGINEERS O.WOEHl. OESI(,;NEDBY,SANTA ANA RIVER llASIN,CALIFORNIA H.U~R'AU"I tUtAIIlONGA tl'EEK,SAN I[IINAIIOINO."""-~..,AND RIVEI'SIOE COUNTIES CUCA~ONGA CREEK CHANNEL ONTARIO AIRPORT TO fOOTHILL BLVO.DRAWN BY, J.MOOREr.8ARNES CHECKto BV, srMOOl1 O£SQUpnONS (£)(/Sfln9 6rot./adSurl"ace .A~~~~~~"~ SCALE:.'.5' SECTION H-H£ Var/es LJI I /4'Pafrol Road I~O~CfhW~1 I--. _5><3% ..':' 1.5' - ~e..t.:...or~'.:'.:....:.'."~."~.>.;....;..".:..:..:.':.:....:....:':.:..:...;.~''':.:':''';''':.:''''':''.':'~::..''::'''''''.~~.'''.!.....'~'L.\yd [4',---,'..,,,,.,~'....•....."'t V . r Se/ed NIl.! Compacf~drid.ChIW1J ~ SUBMITTED BY,SPEC.NO.OAC WOi-rg -5-0011 SHEET !l2OIlAWINGNUMBEROF DISTRICT filE NO.141152 .(~iI A'~~TS L...--_""--=......_:=.:==-=........-==::;;...~_;---.L........-I ----.JI ----'-.--.L..1 --ll ----...,..;~~.~Ir-30~CT,...,I'...I.~I!"J..I------' U.S,ARMY ENGINEER DISTRICT .------------------------.---------------------r--------------------,----------------------.---------------------,----------. CORPS OF ENGINEERS ,I I- I NOT TO SCALE PAfROL ROAD CROSSING OVER S.PRR. i Cucamonga \IIIIILI 'ii.i -i.i.hi:i 4-i•t_Ii!.,..i;i.II 11 II ,I II\,1 II 'I IIHlo'fJ L:.:bLt:f--(.i i -f-!.tIHi.-i.-;jill IIIIlitir~I-LJ1.1-1 i-i.ij t--t./-!;j"~;II_I'1 11/1s.p.R.R,---rl-,I',II II j ii ..rl.,;;,..1,'_t-~-;..i ;~"I .1',-1 ~~::'i ~1 It+---+-1----t--<+II-I-6-----III!',...I•'-!',-.I I •"tH It II IIf!!'-!j I L~I I I 1·1 I •I I•;ILl\'Ittt-t-!!1-';1 '1'1 I';~.!l.ilfll 1\ FIflT11~1~1t:~~!I~.~I~-~1 ~I~1~.~I:t:1 3"~I~·ti~'~l~I~..~!~~~!~.~il~i~I~IF1I~I~~\I I.II 11-:!I 0 I ~-,~.~t II ..I 'I i I';1 •11-.1I1 ulIul I ~" )U U LLp-i'l;I I \1 I II rtl t 10 '1,1 I °l!H I u /11·'_':1 (1','::1 I I I I,-'-'.1 '-3/4".LAG BOLTS I I'·~'I I,I,~-"I I II I':'III~M-----L-I ~v.-.:.L I I"1 0 .........'I.16'·0"TiMBER CROSSiNG ~ -r---J,\II'-:-..-,0.....-,....-wI-,..... L.'.·1 _10'·'0'I I.,:~I 2'SHOULDER1,'14 2"A.C.PAVEMENT Ii·\I• 1,::0 :-I I I r:,~'I \I l'''~I ...I I''..':'/\ bb::b41 '11 ,I ",II,"II j Uf"J:=-t:'±-+.:t:=-k-l =r-'Gl--h";I-:iL:Jlr=r~rrll n I~1[T1l.L"1~t_IH·-I.I.-I-Tt ..lf -/-··:t·I-"l j -Jo~III II II 11\ 'U~P"1 r·!-!·T II I.f.-_t-·..·._;.,I t li~:D 1 __I 1\ I =l--SYM.ABOUT ~PATROL ROADi SECTIONAL ELEVATON C-C PLAN -ARROW ROUTE BRIDGE CROSSING d1 SCALE:,",10'-0" SHEET 53 01' 56 SH£.tTS SPEC.NO.OACW09-79-B-001I DRAWING NUMBER DISTRICT fiLE NO.2.481"REV.'A' REVISIONS DESCRIPTIONS GRAPHIC SCALES 318",(--0"?j"f 2't ~~~7'S'r''1 If '1'ItIIIIIIrII 114""'0"0 "'0''p'20'I I j I I I I '"0 IO'.(/'?II IIf 10'zo'30''0'~.I I I I , SUBMITTED BY, OAT£,79 MAR I~ DErAITMENT OF Trl£AlMY U.S.ARMY ENGINEER DISTRiCT MtUMENTO D!$TlICT.COltS Of ENGINEU$LOS ANGELES -UCUME>iTo.u.l.lfOlNIA CORPS Of ENGINEERS D.O.5£IIES I DESIGNED BY,SANtA ANA RI~ER BASIN,CALifORNIA J KOSTER CUCAMONGA CREEl<.SAN BERNAROINO•ANO RIVERSIDE COUNTIES DRAWN BY:CUCAMONGA CREEK CHANNEL T.BARNES ONTARIO AIRPORT TO fOOTHILL BLVD•. ~~::-tCHANNELMODIFICATION AT ARROW ROUTE CHECKED BY,ROAD CROSSING 8 PATROL ROAD CROSSINGS O.WOEHL OVER SP.RHjPLANS,SECTIONS AND DETAILS TIE BEVEL PLANKS SECTION E-E NOT TO SCALE PLAN PATROL ROAD CROSSING OVER S.P.RAILROAD SCALE:3/8",,'·0" 'I R<r-,~"---- ,tONT ~;Ol P-v ,-;''; :-----=:1:..4_)'i.~Jl.1In ~~,--------:---I-----j--i ;; CROSSING PLANKS TO BE MIN.S"WIDE. THICKNESS AS REQUIRED BY RAIL,TIE ,PLATE AND NOMINAL DEPTH OR ADZING OF TIE, 2"A.C.PAVEMENT - SECTION D-D NOT TO SCALE ~SlM ABOUT I LAG SCREW a WASHER I COUNTER BORE SEE NOTE"!.21','DIA,I 111I" NOTE: I.EACH PLANK SHALL BE SECVRED AT 'TS ENOS 1EXCEPT ON BE'VELS I, AND AT LEAST EVERY OTHER TIE WITH 3/4"Ill"LAG SCREWS,fILL COUNTER BORE WITH MASTIC MATERIAL. Z.THE PLANKS ADJACENT TO RAILS,GAGE SIDE.SHALL BE SHAPED TO FIT AGAINST THE RAIL,WITH PROPER fLANGEWAY CAPPED OUT, SHAPE PLANKS TO ALLOW NECESSARY CLEARANCE O~ER THE PLATES, SPIKES AND BASE OF RAIL. 3.SIZE PLANKS TO 'UNIFOR"THICKNESS AND WIDTH,UCEPT FLANGEWAY PLANKS. CHANNEL fACE OF WALL SECTION A-A SCALE,1/4"."-0" I SECTION B-B SIMILAR) ,"' "'5@12'E.W. CENTERED IN SLAB ExP.JT,SEE ,S~O~E IN~E~~?",T.,•i.-'-...3- DET "B'SHT.54L + /':VARIES 1'·1"MIN.CLEARANCE _~.!:!.1145.0~~r-r-~,/r L 16'SECTION A~'4'SECTION &a 14'-0' L_. u.s.ARt..)'E..~GINEE.R DISTRICT CORPS OF ENGINEERS r Ij I PLAN ='HOLT BOULEVARD BRIDGE CROSSiNG SCALE:t·~,a-o· 1 "__o---~~~~~~~~L,-,-,im.!.!.l-,-,h~of eXi~f/!J9 bndqe abutmentI I U.S.MfAY ENGINEER DISTRICT LOS ANGELES CORPS OF ENGINEERS REVISIONS DESCRIPTIONS SANTA ANA RIVER BASIN,CALifORNIA CUCAMONGA CREEK,SAN BERNARDINO ANO RIVERSIDE COUNTIES CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. ,".10'4 9,!,~,.t1 OUAlTMENT Of THE AlMY $.I.UAMlNTO lll$nlCf.Cous 01 ENGINEU! $ACUol.lE>lTo.CAllfOIJ-UA 11.""'.0"9 ,r,r .. GRAPHIC SCALES SUaMITTED ay:SPEC.NO.SiACNOg-7g-B-OOII SHEET iLrt';;f,:..J~,r0f}2'7.tt.~f::£~'"r;...J.....;~-=-=.-~~-DRAWING NUMBER •;: ....-C'KUy.OESI~lI;".AI'C'C."~=...-r;;-....-..;:;:--------t DISTRiCT FILE NO.248/54 SHi':TSDAm79MAR.IS c.LEE CHECKED aY.Q-iANNEL MODIFICATIONS AT Hct.T BLVD. .8 GUASTI ROAD CROSSINGS D.WOEHL PLANS SECTIONS 8 DETA ILS DESIGNED ay: J.KOSTER DRAWN aY: SYMBOL SECTIONAL ELEVATION C-C SCALE:,",,0'·0' /.ror !Jenera!Note~tY'Jd Joint Oetdi/~.~ee Shut 32. Z.rcr Pidn and Prof/Ie ofChdnnel ~ee !Jneef ZOo REFERENCE DRAWINGS: ," fz "premoJ::i&j exp jf.rnateri~Jbeflveen eMJt.dbt.;tment ~/I rYJd new ch""nel Wt'11 DETAIL 'b' NOT TO SCALE DETAIL '0' NOT TO SCALE #5iiJ/Z E'r.J centered Top of /n"erf in ~/ab 5/~-iJ·.~C~!i-j ';~ne~~;4~'-f min.c/~r~nce SECTION A-A SCALE:114".,'-0' b./~t/ngbrid<;e abufment ------ I L .<..........<:........<..--(I. /j iI - SHlE.T 55 OF ~ SHUTS I DATE IAPPRQVAl top of SPEC.NO.DACW09-n-B-OOII DRAWING NUMBER '-oad at 'Nol' •DISTRiCT fILE NO.Z481 K K._....Pr.../·p,· pa+Y"'o! Channel CHANNEL CROSSING OVER EXISTING M.W.D. 12'-a"DIA.FEEDER LINE . PLAN,SECTIONS.a DETAILS GRAPHIC SCALES •..•·otr~~1'rei J!J rd f$"''"0 "II,I I I I I .·,Ill'·o·0 '!I 1(/Itt •«I -4"",,I !I ) SECTiON 0-0 NOT TO SCALE SECTION C-C HOT TO SCAlf CO!"_PS OF REFeRENCE DRAWINGS' /.For Mructurcl detdikJ ofc.htJrnel oee Clht.33 Z.FeY'pm ~proflle ofchY1nel dee ohf.It Df:tAITMENT Of THE AlMY I v.S.ARt.lY lNGINEER DISTRICT $AU.AMl>;TO OISTllcr.COlIS Of ENGIHEllS·LOS ANGELES SACUMEHlo,CALIfOlH1A CORPS OF lNGINEERS D.WOEHL C.LEE REVISIONS feI\..IAcDNOTE 4 DESIGNEOBY,SAHTA AHA RIVER IlASIH,CALIfORN'A H.HARANO CUCAMONGA CREEK.SAN URNARDI NQ J.KOSTER AND RII/ERSIDr;COUNTIES DRAWN BY'ONTA~Y8 ...~~g.Np~'1TCRf6I(F5~~~111.L BLVD. SUBMlffiO BY, Tn'!t:£~J,;:r;:ku CHECKED BY, SYM9Ol10ESCRIPTIONS I,/5 over II'~lO'_O"Sca.le: MWD Feeder LI,.,e. ,. NOT TO SCALE DETAIL NOTES: I.Remove cYKI wccfe cf'fY'O.(.ZlOtcu.ljd.ex/Mi/J9 concreteo/dnlcet ~ohov.n. 2.C)(f~tinq IZ'-IYrJMWD feeder /WIer line dnd lll~dewer line ~wn I?ereon were plOtted uOing dVdJldbl~inrormation dndopol ~r'ielflmade by ~n 8er~rdinoCountu nxxi Control Ol,trl!?f it7 D<:tober /978.Contnxtr:r (j/'Jal/verif,/lhe eAiXt /oc"f;on prior to can~/r>..ICf/on. 3.Contrdctcr amI!protectin pkXe fhe ex./~tinqoewer"rid wdt~rI/~during the con,trtJC I/on of fhe c~nner: &4.Comprt-sslb1e /TlafUial 5ha ll be Dow Cht.mic:J/'slyioforlll 5/1 -bran~IhSulal ion,or equal. A~Wecpho/~s S.:e 6H Cast Iron Qdapter on Sheet .4-9.P}Qc.e WIre MeS/'l on 1"11'$uie of W~phOje. I ~\ SECTION A-A IJJjtOO ALONG ~M.W.e.fEWER lIN£ l-.MWD PERmANENT lASE-MENr"f(l WIPE ../ IJJZt-~O PROFILE PLAN Y.-6-LE:Ii.tt:!-o" IiII I I It-~----- I el.1100 ~/.;()90 El.10b0 u.s.ARMY !!.NG!N~ER O!S"rp~CT ...1-_.,__:-'.-;;-~-"'~"-;;:;;-;";;:;;:"';;;;-~"'-;;;;;-_-__-..l_-..-•._-~--/,,:-=-~.-~_---:--L-.I.-.".--:--\-~---.-A--'.;-._---~------:--.P-,-....-.--ll------:...------------L.,.-I_~___'__l._I ~.!~~~"~~ ....,. fOP Or.Inverf\ r PAYS TYPICAL TRAN~!T!ON -.vA"SEC'nON NOT TO SCALE VALUE.i. TYPICAL ELEVATtON OF TRAf""~SrrICr-~WALL NOT TO SCAL.E&'-Vf!IJ COfi;~fUr:..~·iOfi Jt.b~~~£.e,..t,an~Hioij \.<,,011 :1nd ~tail~Of1 wjU I ...l ,.,.1 I _..,,",-1''4t ""Qtl'.:In 1\ana :>TO-TIonU' ,.j rI! lNOTiOSClLE FOR TRANSiTiON WALL .. TYPICAL REINFORCING STEEL LAYOUT ._.._.._----- Wall €!t!vaf!6.'I. "'-LeFT WALL TRANSITION WALL TABLE I CONCRETE I REINFORCING STEEL I rZf.dl-t3'-dLz3"I Z71T,t"9 ]IS"3"f6'tO"t*a t9'~Q~h'·9I\t.~·1.5":-)4';:Dtlli~+-":'.t"..&,...1\1 HIII,tUitl."",i..,_",.I~lj~III ..~·i"";1I1"",";'..I.=.I.~n-l;•.--::'~~I '-=-~2:-Twn ..s.T!I ~hO....mar4 Ma'JC.lmUI'n Thlckn~~~Q~ft::J,.=,-·'.rYO'nslttOn_WaJnu.a·t'Sfation~~!S.an(fC.--~',~:_:·'_~._":"':~:=~:::,:'.-=---·::-.'Jw.4.r~sholl b9 unlf'afml~r~duced to rJ1lfet '..." ~:=:,th'thicKMS'U~or ~tarJard wall at 5tatlon,A and D.' --":":",5.!..~,p.uftS~~f ~~:~~w~~~~~':.~"2~ed.,jf'\Jtem and.wJ!,W.'.LI~~'f.4"j'jC"II::~1j,If,Ir:i"'l;rl ,..",. -c-C SECTIONSECTION RIGHT WALL I I WALL HI IITOP OF INVERT II•ELEVATION I I I STATION I J. TRANSITION WALL SCHEDULE .,j i4.QO'Iiooa.4Z J n _n n ~1?+2IP.iZI i4.oa'i iOOQ,30 I 0 -0 .LEfT WALL fOURTH ST.BRIDGE I'WALL HT.II TOP OF iNVERTl1 SECT ION _II•ELEVATION I I I STATION ~I 717+0'3.00 I C t·71(Qt3~·~CQIroI71~tlZ.3CQ I I HELLMAN AVE.BR!DGEl-i-r....,~...,.,A t lA rv""'\f ••..,.A ..,~.•..,..~..I..":I.~":IQI',A ~,".''''''''''''''''2."alit..,1f'J\!-.'~'-"'./,A"'-II""."""""'"·IIC....~.''"+r-a-r:I I c ~C I~,::;~T,~,W..:;:I.._~:.:;:.-.t~~::·..::~r c-c ._.--1.I "'"L73~+:S7.15 I lO.1I ',IOLLIO IAbutn1~ntl~:"':"':~~'~I ~:,':~I t:~:~.~.:'.IAbu1mentL~t3~~~~~.O~I~~'~~~I~~~34--f'A"-A.:·I'(~.:I~':~~~I~:"~O;I~V:"=::u I'A-'A~.IIUt,/~41'II.UII 14·OQ'1 JO~Jo..I,·····,IT.:o:)t":).~~l,lq.OO·IlQlo.~/S I.I I SIXTH ST,BRIDGE IIIA1.744t70.811 13.50'IIO~.osl '1144+9I.oJ1,J~~50 ftIQ"3S-.3?i::t-1B1744+~7'.3,119.25~·11037.A71.U.-Um:,h4.4.+7A....t1,q;IIJ Fto3B.IG.·1 0.-U •II~h4E+I')~.r~FI~......:..I In~";.·::n ·IAbutO'l~nrl.,.u-.~n~~F;q~';~t-F~........-T'~n·IAburn1enrrInr';4~';'''l~~;'''l,~;.-:",.1 ;;;;:;;;;.;.u I·.D '"0 I';";;~;;";:.;:I:~;:~;:,,T;;;;;~;.Q m'IO -0 1-1-'·...------,.--...'·'r----.--r-"--··--,.._.--"..........···.......·....-t ..._.._-t •__-fJ...._-J •I I.EiGHTH ST.BRiDGE I ~r·:n·~,t4'.4-'L·l·IO.5"·llo<;)~.S'31 ~_.~1·77a.+l~.9Gr1 IO.50!:,:!-J094.Mn.F-c ..::=...·1Ie.tn:Hzz.u··t,IGo.el'~~_~~__J.""'.+-_'.:'_+'17c.Toa.3lir~·I~1Jl-rl094-;15 I•.:-:.;..,:"...+Irc1-774't~!5.aG:>-t"11.0"I la12.740·:I....""':"";:"'"TIS t43.GOI··17.23-':-::I:1093.55':1'"~~~'~Hl.::~'I O[1Z4,+47.0c..1:'IO.'S0't:l032.~5-ln~---r-~773H,.ool·=UJ.~O':::::E1D33..3.3..:..:.t=J::·=·J::_'t. I 'V!NEYARD AVE;BRIDGE:II..F ""1a~..t.~AI!:II ",'"I""'i".·1·.1"."""'!III~.'·f •.....0;•.aflt-_i ,I·-,~_.-..,·1,·,·-,.......---JIII_n¥I~I":::"'~:,"~I ::::::1'~:',":.'=:'r E -S 1~~~~I·.I.::r..o:~~~t-=~~~~.....:~-=f Ei"'e:-::::t~l:i~~~~'~i '~~''!'':i'-'t~~~~~~'··IAbutm~nt t-LO«>"~+;:,""t-~D~Z,EUl-I•.l~libut~lffit )Co I 10:1..-1'IV;LQ.l~.JJ~".·.·~"I.'J L.It.i~J~-_.785:+,"o./&T-iJO5.;.~_:r.JTo~~2 C ___T_T _.,n•-f:0':-0"...0','.D -- o 1785+4~.za I 12.00"\'1I0~.7":-._-.,_._."._,.._.784*~6.7b l':-,z:,.oo!"·t·J108~Ba=r:..,-cf.lcamonga Cree/(~ NINTH ST.BRIDGE -3: A 793-tZO.~a:.,t.50'IlZI.Z'iJ 7~3tl+.35.:11,50""1125.9.:<...~----_.-'Flaw -.iB"-'~',_:~":!'.F..·',~-_.,. _._n .---_._-c~.79Z+97.~~ZI.Z~'1I20.Be.:.:ACiJtrriifnf'~~1Z.,35 ,1".4-2.·..,~JJa~...73 ....AoUTmenr ..:iC7-,ZU7.83 !Z.,II'1\\".~3 nZt~••7t ~Jl.34,":.llZ4,84~,_,-RIGH,T WALL "-c_.,-'A A·e-e .."\,)0 ~Ztto.o,11.50".I11'3.44,'.nZT"~1t'-:-H~50',..112.4,~7=·--....--~..'-..-_..-,_._- S.P.R.R.6RlDGE , A ~,"Z+=6.78 15.S0'·92B.~·'GO'.!)~,",ZtI&9.eo 1~.~O'92B.~~-..G-G·''--B "GlZt 4C<>.17 217.0e.·~U3.Gt ~a.Z+4~.2t 25.01 ~28.Co5 REC('~'"k.··'&·~7R:"ICT~O C eoCoZ+12.04-'2'3.53'928.Ie.....bi.lt'rrlif"t 14':>Co2 +15.08 25.52'928.Z0 butm~rit.:CQ!:!.!:...tQtREV,~_~....'REVIEWEO. 0 Co'"1+~.'53 15.50'9Z7.~4 ·'G:-G...!QCoI +9Z.':>5 J5.50'"?JZ7.9~~G==1£'~f-.==1 -.-.----..._--'j--- I I .I I I IIi/A\Add Note IIlJA~~1 OYWOl DE><:IlI'llOf<$I ~fI AI'I'IOV" REVISIONS OEPARTlol[NT Of THE ARMT _I u.S.AiMT ENGINEER OtST1I.lCT SACUMUHO DISTRICT.CORPS Of'tl/GRS.LOS ANGELES SACRAMENTO,CALifORNIA CORPS OF ENGINEERS ~"'I SANTA ANA RIVER BASIN,CALI fOR NfA .A-II-CUCAMONGA RI~~~ESJ(,blA~OUB~:I~~ROINOANO I*AwM a.Yi CUCAMONGA CREEK CHANNEL t>.RY.ONTARIO AIRPORT TO FOOTHILL BLVD. ~aTl TRANSITION WALLS T.s.SCHEDULE AND DETAILS SUI/vIllTED &T,CAT!~Al'fROYfllI SI'«:.NO.PACW09-_U."~Q!l 56 ~or nMAR.I~DISTRICT fU NO.24a/~6 56 Rev 'A'SWEETS I '-"1 ..SAFETY PAYS ~~~'1I\I,~I "-.I ,.,...,-",'·tJ-·""""'- L ......L. , U.s.»oM-V ENGINfEI CIsne LOS AHGEUS COIn Of ENGINEEIS nVISIOHS COMPLETE PElt ITT CAr.PH-?'" FIG-.171 0If API'ROVEQ E~"I.. @ 7'O.C.MIlX. SANTA ANA RIVER BASIN,CALifORNIA CUCA"O~GA CREEK,SAN BERNARDINO COUNTY CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. FOURTH STREET EXISTING TOPOGRAPHY,UTILITIES a REMOVALS NO SCALE SAN KRItAROINO COUNTY FLOOO CONTROl.OlSTRICT M.G. PlC ••SG. lJIAWMnI WATER LINE HANGER DETAIL '-INsrALL IIAIR REL./£I'VAl.VE AT HIGH PO/NT PElt CITY OF ONTI/RIO STANOARD D~A/If'IN(;-'411,SEE SPEC/FIUITIOIf5. 10·W4TFR IINF RELOCATION NOTES I.CONTRACTOR 'TO VERIFY G,l?AO£t ALI(;IVMENr P,'fIOR TO IVU.QCATloN. Z.At.t.vO/NT'S OeTWEEN A8l./rMt:NTS /IVC£f.lOING FIRST dOINTS Ol./TS/Ol;TO Be Wct..£)~o SO£IO J.At.£.PIP~SHALt.8t£"/0 GA.W£L.OEO STEEl..,CoNclfETE MORTAR UNED AND COAL.rAR ENAMEL COATED. SEE AwwA c/!.o/,c/!.oz.,CZ03,Ce.OS-.AND C2.0tl FOR. R£GjUllfeI'iENTS. 4.CITY OF ONT/'fk!O SIANOAka LWAw/NGS 40e,40+. ANi)4;;IfKE MADE If ,PAR.T OF THIS ORAW,,yG,see SPEC,;FiCATtolV$. 5.AT alfii)~E ABUrAriENT's WRAP PiPE"WITH ;""micK LAYER OF €LASTO,~ER TH€/"~GROU-r £~~1A//·';)l·"t; 6£.A!CI/HAA.J.( /,ISC'~8lfASS !)/SK,F/,USN c:w Tt7P OF CClH!1.STAMI'££>, •cue-loa,1~70-.i.4 P/sr.-0./MILE EASr "F HE/..I..HAN A"£. aN'THE £/ur SIPE OF "rN&"CJ'fl"tfK,.JO'i ffAsr 0;:- £AST END OF 8lfIOGE,.Jo':I NO/trl/'/fOM 1.+.-"ST., iI".I TirE £V,;;;eTH ct.//iiJ,.z.~~.,.sr t:J~EAST 406£",", CONC."!ET'=CATCH llASI,~/. GENERAL NOTES; I.COIVTIMCTOR.SHAU..RE.MoVE A.C.PAVEMENT.llIVPG$~OTI-J!£R. ,TE.MS WITlfil'l "1"1-1£REMorAt.AReA W4 114 Z.ALL UTILITIeS ARE.10 8E PRa-r~CTED iN PLACE UNLESS 07HEft.w'lSE.N07"CD. 3.IILL.urll..rrY RE.LOClf1iONS I'INO INST,</UA-nON$ARE.TO "If !KCOMPl./SH£J)DURING-ANf)IN COO!tDINATION W'ITH CONSTRUCnON" ".EXI"IIVG VTILITY FAClUIiES SHowN HEReON WERI!pt.aT1ZD US/KG AVA/L'lBt.1!RE.CORO /N~MAII"N.COH17'lACT~'(SHALt. VEltiFY """"6 E:J(AC,LOCATION PRiCH't TO CONST~/JCT/~N. 5.COtVTl(riC-roR SWALL MIIII(IAIN EXISTINt;PROpeRTY Accns~"3 DURING CONSTRUCTION. '-COS,--ra ROJUSr W'ATER.VALVE AN"FIRS HYDIVfNr ,0 GRAD~/4 1I£810 AS PI'IR"I 0':10-","'TEIf LIN~ RELOCATION. - i I I I .:J ",I I 1 ~l ~J il ~I tl~I ;;j ~,~I•.1\§I ~!f !l ~I ;j 11 ~:~il SI.~I~I .~:~91 ~I :1~I'I:~~I ~I";;~,,1 ~I ~I~I'~I ,<;1 ."1 -',". .6+00 7~OO I 8+00 1 g~gg)J J'tQ:OO·C"!11+00 !12+00 I !3+00 I !4~OO 15~OO PROFILE ...1 I I,.l~~I ~l l,jl lui ~i~.b .r~~I ~I ~i~~I~~1i "I ~I -1-~I~~:~il ~I ~i~'I 'I ~I~)~t (.' >,'-'..,.~- $.00 CIT'l'OF RANCHO CVCAIoKlNGA lW' .II.C.!.ItC.!. SAN ll(RNAItOIHO COl-'HY ~ lit<:.1«:1.I),lo(;W(19._LL 1o.QQll.. t6T..cr ru NO.2481 H DAlE.7~JAN.15 Il:D ..1 Of' 16 SI1IfT1 P/?EMt:JLD£I)LXPANSIOII/ .I01Nr FIt.LLIt UVISIOHS NO SC"'LE EXPANSION JOINT ANO OlE'CITY OF ONT.4)110. TO Sf IJS"OO MIN/Nt/N t/NiE.r,f' NOTED. CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD, FOURTH STREET PLAN AND PROFILE I'~•.I,...~i~I I I!:I~Ih'~I:;., '~I~I~ '""'''s'~I~ •I H' ./I.G He S.H.O. SECTION $AM SERNAROINO COUNTY U.S.MM.V ENGINEER OlSlI.JCT LOS A,NGELES FLOOD CONTROL OtSllttCT CQlPS Of ENGINEEIS C(/C.4MON$.la.ALL R.c.P. OTHEII/IVISE ACCESS ROAD PRQFLES l AtL CVT ANO FI,(,L SLOPES SI-I,fLL 4£~:I l/Nt.ES"S NOTED OTN£"'W'ISE, 2.FINAL STRIPINd TO BE £)ON£BY CONTRACTOIi' IN ACCOR£JAIVC£WITH TH~STATE OF CA'£Ir:OEP7:OF r;rAN~~.#ITRAFFIC HANV~.l..MI.. .A..~O PE/iMITS FROM TlYE c/rJt'"OF RA.A/C•.l.IO _n,SANTA ANA 'lIVER BASIN,CALifORNIA CUCAMONGA CR[[K,SAN BERNARDINO COUNTY RENCH -"ARk' USC'E 8Ji'.lSS OIS*,.FLf./SN ON TOP OF Cf./Ii'B.ST..vfP£P. ·'Ct/-C'.,2t:J,1970-to4 0;$7:"0./MILE EAST OF HELLHo4lV AYE.' ON TNE EAST SlOE OF TJ.lE CREEK,JO'r FAST OF EAST EN£)OF I1RIOC;E •.sO'~NoRTH FROM (If ¥'I".s1:, IN TilE ;"y&HTN Ct"lN$t 2~r EAST OF rAS,GDCF or C"~AJCl1ETE CATCH BASIN. '-,",CTlD._.__.-.~-_.~...- ,~VI~~':':J SECTION I'-'----1--- IHOO "0 SCALE 14+00 - 13+00 i ([)£PIiHSUJ CURB IoZ' PLAN--.. WEAKENEO hl--------'-I=--~'--- -CURS ?GUrr£R I \?I~I~I~I ::-1~I~I ~I 7+00 .,..t:J2 TO 10".' VAIt/ES ~,,'TO .36' ...1t:J T(1 1t:J..., VA..,IES .z,,'TO 46', TYPICAL ROADWAY SECTION .. FO"''''TH sT..vCET lHOO :/6' 7"$<7 rt:J ,-#~() vAIl/IS ;u'Tt:J ~.' ,. I 1t:J ...,Tt:'11-#., J6' s'I !H·OO !1 N I "-'r'- NO SCALE CITY OF RANCHO CUCAhlQNGA an OF ONTMlO ...Pf>ROVED o<=w>-?w e ..'~74 -..L-_/....Q £I~L''N~ CT Ef'4GiHEEll II,C.E. SAN IIEl'lNAROINo Co.MTY IV, $I'£C.NO.OIo(;WQ9·_tL ~JlQ.'l. DlSmtT IU NO,248/58 D....Tf'79 JAN.15 Rll-2 Of' 16 St&Tl 'O~ 1050 i045 1040 1035 I 1 1 --=t~=-------:~t ----t--l -----J --~-==1-----::=1-----l-----:1 -~~~-=t-l=-~=i :-~-J II I L----J ~~~ I '-t-,"--+~t I ,---f-------f --~----+-----I--------f--------~+---t---T-------t-I JIr-,--~~i-tl-r-t--~t-·---t t--t---------1 n --·-l t-----+----r-------iI---iill-----------II,o~o--~--tl--~--1~-~---~I--~-~i-~~I--,~i--+1 t------t --t---t t --t---t I ----~~-~-~I--+I--f t-------+------tl,I---+------t-------+---1 I 1 :r I----~t~-'---~--~J_-,'r -t-----r--.-,-------r-----t-====t .-~+_---~---__+--.----I_j I------+---+-----i----~-----+---~I---t--o --'--1"-1-1 r --t-~..------t -n--r-r --t --------1-----t-I I,I ~J=:--I =i IENCil ~~~iiK iI~"II?O.~'A..ov£'(;ROVNP AND II STAMPEP,"f.lSCE-/~70 -eve-19~£A PIST.• ~o'#W£S'T OF ;';ELLMAN AYE.'15'# SovTN (iF ~•TAl ,J'Tif£rr.uN T(iP I %E~7 ::S;N:~~:T ~D;l/~M';~~~I...i ,cr.SOUTII-OF A 'KEep OFF"Jo/sN.-. F££I«-.'<2$7.12.1;I I 4 ..00 5too 6+00 7+00 IJtOO 9+00 10tOO 11+00 12tOO 13+00 !4+00 !5+00 15+00 PROFILE HORl:,"-40' VERT:I"'4' C,EN51l;AL NOTES ~CONTRACTOR SIIAU REMoYE A_Co PAVE- MENT ANP OTNER ITEM.f WITII.'N TI-I£ ,fEM"YAL AREA w=:::vm z.ALI..f.lTI£lnES ARE TO B.E P"'''TFCTEb I/'./PLACE V/""LES.;-arNE;:;W/~-E NvT£O. .J.AIL UT/LI7Y R£t..OC>4T/".~.!'A..+'O IlV,sTAL.LA= TIONJ'ARE TO Bt=ACCOMPLISI-I£P ,()VRINt;,(NP IN C"ORPINAT.'OIV IV/TN CON.I'THUCTION. ...fXI.rTdVIii VTlt-IT!'",<cACIL..'rliits S"HOIVN llEroVeO.AI .1I"F.-f'5'PiorTEP (/J"IN(; AVAIi.A9LE "£COAo /1tI~ON,MAT/~N C"NTItACr"R SNALI..vrtf>IPI'"TNE £".l'ACr £OCATI"N I"AI"R TO CON.I'TAVCr/O.-v..s:CONT,i(,(CTr:>R S'HA£1..MAINTAIN ErI,fT/N,g P,ROP£//TY ~Cc;"'ESSES OVR/N~ CONSr.J7VCTIt::Iltl, Go c;trAPE RIN~.f TO BF .'N,rr"ILE'O OR If,EMOYFD AS'NECE,f'J'Alfl'"TO ADO/V$'T HAN II"£E TO C;/i'AP"E L/......."'._I .. /- I~~.. '"~!t .. ~~~ {~I.-I.- "It~"~~ ~...~"t PLAN~~~"400 40"~~~~~~I"'40' I.-I~.~ ~l ~I~",~'"~~~~~~~." I.:~I.-!Io "~~l~..~"~ ~l ~l r __._ t -.~.-'(••I~:.~.o roo:.~>'"":- .~------------"'~'-- j HVISIONS SAN BERNAROINO COUNTY FLOOD CONTROL DISTRICT v.S.Al.MY a-tGINEEI OIsnlCT LOS ANGfUS CX)l1'$Of a-tGlHfBS _no R.C S.H.D. M.G. SANTA ANA RIVER BASIN,CALIfORNIA cuCAMONGA CREE:K,SAN BERNAROINO COUNTY CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. HELLMAN .AVENUE EXISTING !OPOGRAPHY.UTILITIES a REMOVALS .CITY OF RANCHO CVCAMONGA SAN BERNARDINO COUNTY IY.5t1IlT Af>PFIOIlED LZ -?4 m~FLOOO CONTROL DISTRiCT L--":::::::::;!:I!!~;:;::::::::=~!!"".I-=::::::::~§~~~~;...JRD~3 APPRO'v._.EO,_'t:.J...L 191..!..loI'fC.NO.DACW09-_u_a..QQIL~/~U~IH ~-~~16_________________________________________________________________________.l..C~ll~l~~~~I~'!E~lR:___~R~.C~.E;,;,,_.L..+'t06:;';;:--~·;;~'ce.toI;:;.:;T~-:~;:-:..>·.:;lNGlN~d~i1~&r;:iRr_~.::::.....~~~~~A~·1524a/5'~ PROFILES u.S.~MY ENOINEEll OlSnlCl" LOS ANGElfSc::a.rs Of EHGIN££lS D/Wa UVISIONS ,I"",'ve.,I..ll:lI!~II~"--.~~I ,,~ ROAD CURB DETAIL I<;~:;JCl~i";;'p~~;B I ...IT'ei/~eT I I TO /2 rOO I Ii'"TO -l.."I ~'7 ro--.!z"!~J I .2.","I 1'2"10 TO I'II..()O I 1.1$'"TO .2.*"1 IZ"'"Til .I#~1 CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. HELLMAN AVENUE PLAN AND PROFILE SANTA ANA AIVER BASIN,CALll'OANIA CUCAMONGA CREEK,SAN BERNAADINO COUNTY NO SCALE ACCESS I /I'~I.,'ye. ~I I~~I I:'f ...z,,,,~I SAN BERNARDINO CO\,lNTY FLOOO CONTROL OlSTRICT REee "~J :(:-O-I\T-,~-l';-P-L"~-·':R:V ',.,-'.1 ,_.:-:Nt.IQ,JA,J8)dW ..----- -,...--···l~·-._-_..~...~"__~_.-=---- BENCH MAAK Ii"I.P,0.2'A6()YE Gtr()tlND AND ITAMPED,"(.ISCE- "70-Cl/C-IV-LA £;1$-;:".I00f~WEST oP NELLMAN .AYE.7S'"#.sOf./T,-V O.F ..6 TN $7;OrJII.,l TOP OF r,v,E fAST ~IY£f OF CUt:".iMONI..CHffK:ON TirE .£.-4.1'1' S'/or OF ~£J/4E..i'~FT.SOUTH OF A "K,€SP OFF" S/~M CONCRETE FIe DUwM.,., S.H.D. ~..... t.4.G, SENERAL .yOTES I.RAP/V$'OF EP(;;$OF ,tI'AYfHEkT AT RoADWAY AN"PRIYEW-'lY INTERSSCT/oN./'./'HAJ.J.IE A;IN¥/~~/d.' ~.ALl cur ANP r/J..J../'1.0';J'J'HAH liE 2:/ G.lN1.rsJ'NOTS'"OTHEAWI,rE. .J.F/Ntl/.J'TIt/'/A/(J TO 8£;0#£4.1'"CONTR-'lCrOA /N ACCOAPANC,E W/TH THe ,J'TAT.£OF CAJ.IF." P,EPT.DF r~ANS."TAAFFIt:"MAHVAJ.."ANP P"~ CITY of .ltANC.It'O t:'VCAHONC;A ',4"I1M/T. ..ALi.1r.~..I"TO 1.£/1£0 0 H/N/H"M VNJ.,£S'S "THEAWI,J'i NPTEP. PLAN 40 0 43 10~! 1-"40' " ..' ~ NTLL/IMN AYE; /1'T"/.1' SEE SHT.RO'/~.SPI"-I WAY Tn"K,IL J"fCT_A-A,T""PETAILS SF"./%.,,~T"srA.IA"~ 4.~ -4 •tHO S'f'"",0'1 If -4tO'>-~~_T-3'f.99', L •~~.6'"",') -~Z ..L)....--- CONST A C ACCESS KAMPS (Trp.l'j.OCATION.J) AS SHt7WN ANU r£H £JETAI.i.$5H£,.6fP -.I~ II.1 4>00'Y.t:!;.'~-=L,,-,O"=-'--,¥:..:.;.C""'-i :.I:l .,•.1 IJf I~I~~I ~I ~I ,.1 til ,·1~I~_It ~I\o t;1 :Il ~12 ~I;i.-Ik I~'Ij -'~I~\I~I,jl~::~j~~I~~I~;1 ~I;!I!~llt~!~.I~_'il".tl'l:!I ..ii'rl'::•1O~5 '''1''''"I -I '1:1 ;::1 ~I ~i~i~ I I I I 1i I II I i I I _....... 1050 Lr--_-_-t- i --.j-I--+l---~-ll-I !t: 1 II t-,:II I I 1---J = 1~_'~I_~I__'__I~I__li I:-rl ~--~i~I--tl--~I--t--~--~-~I--~-~I--~ i ii I I iEEi I I I II I j II I I I~"I i I I II ILk·F--F--I :b[f=-I LEb~1 I f-__f I ,..~_Je l ,---11'045 1040 'I"II'I /'t}~~-~~E&t:~<l III I'III I II I I i·t--I I <__~EL ...................1 1 '~I::lf :E1~:~~lflrAcE .\1)1040::::::t-_...=...-+r:::::;:;-'-'--:7"''-------'''-tJ::-~-+----+-----+-·--t---i I J-~-.----l--~I ~~~L i I-[-.I"j:::::'-=-:'-,I t·-~NELLrAN AV£'-T_-,"-..........-+,IIIII I +-1--__........--I L..,--L 11 I]r:::::=--"I-I III -IIII I:I:~r I ,.'I JJIt--r-"i .iii ""k ii t---~-I t~~---i=--t---t--I t-I--+---l------i---- 1035 I i,I iii II -"-=d_J 1 ~t::==-:::-II;t:=::f----II'-:;>[ILl&.Ch'.41,i~F/1=11 II II J 1035I!-----T~'__I I I !I I 1=I t Iii ~I II t-=,."I L !IIII r-----I II i III I.~I ._I r III II r-I IIIIII I I 1 I TYPICAL ROADWAY SECTION 6 +20 TO !IRIOGE APPROACH SLAB NO SCALE TYPICAL ROADWAY SECTION BRIDGE APPROACH SLAB TO 14+00 NO SCALE CITY ~RANCHO CUCAMONGA SAN ItERNARONO COUNTY IT, srte.NO.DACW09·_U_..JNIl Dl5r1llCT I'llNO.Z"e160 ',." DAlE,79 JAN IS P£v f., RD -4 Of 16 $ltiTS I1060 1050 1045 1040 II III III [I III I __..[~]lO6O I I II III IIIII L J+=I +-I ~I 1 II I I II II I J _I I'-t=~-~Lj\.-.----t---t----t I-F -1-=-~1~---f I j ~-V'-:;~-~"~O ,<W+-~~-t-ll-I~---~~l ~I iii III ----""-'i b /'I "1 ~..~FJ':"II ""II ==-p--~-·+--------1IIIiIII1"~4IIII I:'<.:::::1>.-III,t050 I------+-jlll--tltl·III ,II ,-t-----·i----·--~----t'~----,Ii Ii II 'II t-------·cc j---t ·t tI,,-Itt tII-.-,r------------r-.-n--~t---tnt-I I.r -----·------r .--.------.TI r'II-rl II [I IIIIII I I r--·-----1+-------i---~-+_,-I rr-:c-[1 rr 1"---1"---"'-'--1 .~.• IIIIIIIIIIIIIILIIII I....I ,""....IiI L~.l._~.L_.[J ____L..l J J .__Ltl L_..1_--.1 _...._L It_.._1 1T ===~-~ IIIIII 1--.---..J--------..1 .00-j 001 ..Iv.~I-ll.:"'.s£w~7t.-~~~..-~------·f ...IL ---.-J L LJ 1-111--+--1--.t------·-t-·_-------t ----------t-~----t_~t-----t l t--r -I!I I-t f-----t ----t ---t--~KJ40 1-.-----tl---l------I--·---~-~__l___--·--~--------of I ~_..~-f --..~I I ~-.---t---t-------+--1-+--.---I ----~ !IIIIIIIIIIII f-IIII I··----~----I~.._-!-------f :..+---------1-----+---f f f f II -f .----f f J ---of --III f1-,1---+1---+--...+·--t---~-----I ---.J --.....---1ft --t ---t --t --I.---.----+---It+---._--f-+-f---·--f .!I ,I I I I I !I I I !I !,!I 1 I I BENCH ·/~1ARK I*'·I.P,0.2'1Y80V£GflOUND AND STAMPED,'U5CE~/970­ CUC-/~-LA DIS7.t 300'~WEST OF H£LLI>1AN "VE.T~'~ scurf-!OF L t;TM srI OlJ TOP OF 7};£EAST LEVEE OF ct.JCI1.M.ONG.4 Cl?££K,ON TffE £"!ST SIDE OF"LEVEE,:3 V~' 50UrH of A "KEep OFF"SIGN. IL¥¥-'''17.s~",. etOO 6+00 7+00 8+00 g4-00 10+00 i3+00 i4+00 is ...OO SAN SEfitNAfltDINO COUNTY U.S.""MY fNGNEEI DlSTI.lCJ LOS ANGEUS FLOOD CONTROL.DISTRICT CDlPS Of ENGlNEEIS GENERAL NOTES: I.CONTRJ'lCfOR SHALl.REMove fl.C.PAVEMENT ANO OTl--I€R rrENS WITHIN THE R£MOVIU.A~EA f'i0 m t.ALL UTILITIeS AR€:TO aE PROT€CT£D //'-I PLAC€t,JllIL€SS OT"HERWISE NOTED. 3.AL.L UTILITY fl~LOCATIONS ANU INSTRLLATIONS /ME TO BE ACCOMPLISHEO DURING-I'jNO IN COORDINATION WI7"H CON$TI'i'l.CTI0-'t -f.tXJ/:~N~V~r:.'-);:1!F;i:~L~;':S/Ns:d':~~';~€O~o_:;~:;c!iokTT~~LL I V£lifF'r'm£eXAcT L.cc;:rrlol'PRlO/l ['0 CO/vSilU.lCT"IO/.J.I 5.;o,;,':i;'~~~Ni;:/;~i;:;;tT..qIN g'W;T!NG MOP£/tTr Aca5S~S I ,.GJ'?,AOE R./lVGS ro BE /NSTALL£J)Ofl IUiMOVED AS N£CESSAA'f I TO AOJUST MANHOLE TO GRADE.sIm "~I'~, f ~ t ~~~••~~PLAN PROFILE HORZ:r.40' vERi:r.4' = J 1 N I _no SANTA ANA RIVER BASIN,CALIFORNIA R,C CUCAMONGA CREEK,SAN B[RNAROINO COUNTYSECTIONA-A NO SCALE W.S.G. M.G. CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. SIXTH STREET EXISTING TOPOGRAPHY,UTILITIES a REMOVALS CITY Of'RANCHO CUCAMONGA APPROvED ,.Z-u '$7~ ctft''l£~Z3:.~~ SAN BERNARDINO COUNTY sm:.NO.DACW 09·_ll a-JNll MTRICT I'Ll!NO.Z48/61 DAlE:7~JAN 15 110-5 Of 16 :;tHIS U.$.AI..M't BoIGINEEt DI$TllCT LO$IlHGELfS COlI'S Of BoIGINEEtS UV.$IOH$ C-:>NSr.~.~.A.a, o,N ~.60·A.I. cI "'"I .I'KI:.i.1 .(I"II!C I r!-=-r.o=--"~~";__~,i$I;~ II -ls~~"4.....(lS N SAN 8ERNAl'lOINO COUNT't fLOOD CONTROL DISTRICT 4£NCN HARK 1 /!j~I.I".0.2'AlaVr t;NOt..WD AND $T,4.'-#PEP."f./SeE-I 1'70-ct/C-;y-LA i>lS7.·SOO'rW~sr o~""EL~MA/Y AVE.I 7~'_~""f~""'.LJ .F:IZO '-',r*~............1 ........A~.....,,_.....,...-_~_.".LrI'E.F ~-o;.~CV';;,4"';&WM C:#F.F;~0;'~--;'N;;'''''FA',,-;:=.(':;,~'I OF LS-Yf.F.J$-FT.rOVTNo;:.j -~KEip-o~;.."-'SIG;';-I ELF//.-IOJ7.5"-2';"I TYPICAL ROADWAY SECno.~ STA.5+50 TO STA.'H07 TYPICAL ROADWAY SECTION STA.9t07 TO STA.12+20 .NO SCALE ACCESS ROAD PROFLES I I s ~:.1:~?J/#~':6'~:.~~.J 1 1 s' I'O~"~,'~~Lq ~I.S~_~~m~~~~~~~~~~~m,~...~r---.!... If/Wi If/f./ I./1'.1.3 '4'l.;l'I I.'.3'II'~ I I I ! j &I I I,,~i,,~I__L~ \,--.---f-C:-"k:::::=IL:~,:=·~a:.o:o:~~••;=;.~:~.;~.~~:,.~.(:!t~S"~."~E,~\~$jr",~-,.,~J,2.!\~ti~.;~·~~••'L;a~_~""~_"'~'.~U1r-7/":::C7i1~£/;~: '-------I?}-_1.\ S/(OVU;J£",)I "CaNST ~.~(I'A.I:."'17·('(P ..l ON ~.6~A.I.~PA&T4;'ILL.~ P,t.,ACE a~o#A.C. 15tOO14tOO11+00 12+00 13+0010tOO HQRZ:ttl -40' 'VERT'1"4' PROFILE 9+00 , \......"'110 ...~.....~-... 1+007+00 -I .200 K~ .:.1 I~i~L ~IS:~I~"'II:l<1..:I~I~"'IS~i~l§~'~I",!~~I~I'-il . KMiO !jIII=+I .... I .c~5 I ~~FIII II I I 1 II 1050 1 ~IIIIIIII1III1045II1 , IIIIIIIIIII 1040 II I IEL.1 II I I I I 1 I -I 5+00 6+00 IlII~'j ~i"'-I~SI I "'II~iI~,I~I ~I,.11! \(~fl.; \j I"Ii' dEh'EAAL NdT.ES It ~\,11••~Ill:I.""A/);(/$Or £0';£OF PAYEME/VT AT ~~•lI;...~'~,(~RCA,OWAY ANP ,PRIYEWA/"jh'TER,J'ECno/V.J'~I(I~.Sh'AII.4F A MI/VIMf./.'-#OF ""'....l 'I:~,,",2.AI.L CVT ANP FILl.SLo,Prs $h'AJ.L BE ..."''I,,~I '"2:/UNLESS NOT.E£)OTNEIi'M//SE:~~...\~1;... .1 r~IVAL ST..rIPIIVO TO 8E PONE ~-..l r..';j ., 81"...."I.:~'t 1'1'\:tCONTRACTORIIVACCORPA!VC£W~TN TN'E ~i!":)~~.,1" STATE OF CALIF OEPT.OF TRAIVS.'"....\'...10<~~:A '4 "TRAFFIC MANvAL·,ANO PER CITY OF ~~..'t " ... RANCNO eVCAMOlVaA PE"f,4f1T.~~~ll;~PLAN ~ ;H~~'..~,ALL /I.C.P.TO 4£uroo 'MIIVIM(/H '1 ~If./N~ESS'OTNERWIJE NaTEP.<>40 8 48 80 1.1 '"~! f)I·•40' - RCo SANTA ANA RIVER BASIN,CALIFORNIA cuCAMONGA CREEl(,SAN BERNARDINO COUNTY S.H.D. M,G. CUCAMONGA CREEl<CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD, SIXTH STREET PLAN AND PROFILE BENCH MARK IVZ.-·I.P!0.3'A80VE c;ROUND AND STAMPED 'USCE-If70- CUC-/~·J..A OIST.·O.Z M/iJ!£'fliT OF ¥INEYAJfD AyE. 50"~SOUTH OF t.B~srJ ON "TOP OF EAST LEVEE of Cl.JC,i).."ONfi,l~C'iE.~l(1 3~~E~rr bF A ·,l(E.EP OF,::'.,$IG.A./. 1115 1120 .-------,.---.11------.----...1------,.---,...1---,----.,-11------.11----.11;-------,.------.-11---lI.---~I-----.-----.-Ii----.II---.!----.-......,-._---.t-""""__-_.._-__-__.-....(--11l20 -I I -.--.~-.II f------+----~~>--=~--==-~~~--~~-=-_~·~+t-I------.--.~--+l--.-.--.---.--t~1====-~~===--=--=T+--r-..-.---+t------T+--I-~-.~.---..-+f--=-~---··.+--!-~-·---.--+l-----+-~,,-------··---+1-.---·~t====~t-.--~+}tl-.-.~-ttl--~tr-~l--.-~f-··~--.~t:l" L I -~t r--I i----r-------r----r---I I +-1-~+-~--__il----+-I~-t------I I I iiiO I I ==-c I 1 ill Iii III I I III i III iiiOI![r-==--L I 1 IIIIIII _I____II r-----r-----01 r ---, I I t-I__-1-1 ---il-----il--:-E.>.-~-I I ILl c=L +-I__-+-I_~_L.1_J .Ln T----1IIIIIII~II I I I II --I'---+Ii-~~-r-----~-L------l---------.L~_o _L L T ----I11051-1_~L__L -1-.----ll.-~-nLu J~J .1 .ll ...ii=-~------.,1 L-n-J-J,L~~-----j J!!05 1-1---.....1 ---t-I---+-----1---1__.-,I___--I "'....-l-t---l f -+-L.----l -------:"---i-l j..----+---t ----l--------]...'n -----~ 1- 1 1~~~_+i----+_I-_-_+!----+_I----:-:~::_){...::fS'~T.'------1f7H~~r:AU L......-=="'-1 !I !1 _..-q 1 i ~LI I·--t---·--~+__--t .~ .!I I I AT.r $7:-,I f',I l---I ~-t./---f-t-t -t------~=-+----+-1 I ~ 1100 I !I I:I:I '>"-i •i J..-II I I:~t==:1_:11100t---I--+-I------t o.t -+--t -_..-+-.---t-------+--~.::--t I .?/:t t -t f -t t-----t------+-------+-::-=.==--j--=----I t---I~~-+-il~~--lll~~-----+--II 'II t---I 'II II I ----"<+1 ---...=::::rl'~'I II L11 __~--+II~~__t-I----_-_~-_"-+-t-__---t---u-i --ut I1 I I "..,-,-I.,.,.--"I i ---t-----t---t-----t ..0 -~l .1I -tn --------r------t-----t t t-t r -t -I --t---.-··r --t -t t--I -~I -t-------i !I • 5.CONTR,ACTOR.SHALL MAI{VTAIN EXISTlNG PROP~RT." ACCESSES OUIVNG--CONSTRUC,I"N, 6.GRADE RING-S TO 8£INsrl/LLED O~REMOVED AS N€CE'SAR'I ,0 ADJUST MANHOLE ,0 GIlAD€. REi'-'"-TTJCTED COtlT ~a REV",-~"'REV'.":,,:,,- i_.~~I"_cr_'.l#._oIl~---,-~-\_-_-_.__- GENERAL NOTES: l CONTR~CTOR SHALL R€MOV~A.C.PAVeMENT liND OTHE.R ITEMS WITHIN mE REMOVAL AR£A wA fiLA Z.ALL UTILITIES ARE.,0 8E PROniCTED IN PLIfCE UNLESS OTHE8wl~E NOTED. 3.ALL UTiL.iT,RI£LOCA,IONS AN";,--rsrAL~IiTiaNSRife TO BE ACCOM~'-!$I-!£D O!Jtfl,A/GT ~4l"O IN COOROI/VAT1bl",WITH CONSTRuCTION, ••EXIS"TiNG UTILITY FACILITIES SHOWN HEREON WERt: PLOTT€O USING AVAILABLE RECORD IN~ORMATION. CONTR/K;-rOR SHALL.VeRIFf THE EXACT L.OCATION 16+00 I~I~Iil~I ~I~I11~I I 15*0014+0013tOO ..."---------------------::,"f,-,/""l-"_:-:"J'-"..,- !2+ooI!+00!O+OO PROFilE ...()~7:1';:;,4n''VERT:j"04' 9+008+007+006+005+00 PLAN 40 0~; ,"040' 40 80, SAN BERNARDINO COUNTY fLOOD CONTROL DiSTRICT UVISIONS U.S.AllAY fNGINEEI OlSnlCT LOS ANGEUS CDlI"S Of fNGlNfflS lJI8:iOft I'f. R.C, SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA CREEK,SAN 6ERNARDINO COUNTY W.S.G, M.G. CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. EIGHTH STREET EXISTING TOPOGRAPHY,UTILITIES a REMOVALS CITY OF RANCHO CUCAMONGA APPROYED IZ-Lfo 1~7~ ~~~lJt81CiYiNGINEE~.FI,C.E. SAN 6ERNARQINO COUNTY SI'EC.1«).DAl;;W 09-_ll ~_Q.Qtt Pt$T!IlC1'fU NO.24 B/63 RO-1 Of 16 SHaTS 8fNCH MANK14"J'p.o,~'"~OYf (;JfO(/NO ANO .J'TAMPLO.~U.rCE- "70-('(/('-II-.tA O/.Pr,·0.2.MILE GAST Or Y/NFr.4RP AVE.30'r .l'O(/TII 0"<:"L 6'TH J'T..ON TOP OF .EA.rT .tEY.E£"OF C't/CAHONt9A Ct'i£'EK.2'r EAST OF A 'KEEP OFF·.rl(;.¥. .I~rv.-1.'&>'.ISI1 1115 RD-' Of 16 SHEfTS u.S.Al.MY ENGNffl DlSnlCT lOS AHGEUS CDl.I'$Of'ENGNfEIS PROFILES ....·M&I I I~I.i~ II .~..,"" UVISIONS ROAD --~VfC.1'10.llACW09·_Il_~QQL DlSTIllCT fU 1«),Z481 6 4 gATE,19 JAN.15 CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVO. EIGHT STREET PLAN AND PROFILE .SANTA ANA RIVER BASIN,CAliFORNIA CUCAMONGA CREEl<,SAN BERNARDINO COUNTY ACCESS n. SAN IIE1lNAROINO 00UNT't FLOOO CONTROL OISTl'IICT SCALE HORZ.I'.40'VERT I'.4' ~.,r-I-=-'------+-----'--'o..:.:c=---t----_-'~"''''::../+--~¥O~·j(C!e.~..,~~i~...:',~~ ....>~ ~.~ M.G. RC S.H.0. _....n, _n, 16.-00 ....,'!' .-ts -------4--- !'tCE I -r=::::::.I I--.-I-------~ I I I 14+00 15+0013+00 ---. jII::...-----------------......,,...,,../"""»I.,.,:::>-r-- i G£NrAAL NoTrS i ",.40/US OF roar OF PAYEMENT AT HOA.oWAY AND D/i'IY,EWAI"fNrEHSECTON,J' SHAt.L JI.E A MIN/HVM OF 10 '. Z.ALL CUT AND FILL SLOP.ES SHALL /I.E ..2.'1 UNLESS'NOTEO OTHERWISE• ..J.FINAL STAIPINI:TO BE DO/Y£II" CONTHACTOJf IN ACCOHDANC,£W/TH TNr STATE OF ('ALIF.DEPT.Or TA'ANJ. "THAFFlC MANUAL;AND PEN C/TY 0' HANt'''''''CVt"AMON&A PERMIT.' •ALL ..v.CR TO -8E 107..£00 N/N/MV...v U'YLEJ'J"OTH£I1W/JE IV"T.EP. CITY OF ~ANCIiO CUCAMONGA --f-··---t--i----I-------+-----.J--------l-------t'----·I--------I 12+00 { 4.,,,.00'00 ~ ,<f ••,;1' T.tS,CII'L·-f~.'" 11+00 GRADE AREA 20~~O' Foil TI.INNAI?OI.lItlO C'ON.I'T.AC Accl.I'.I'""AMP./'rrrt;> ...1.0,;-041''-':)'''.1')AS'.l'""OWN -'"'0 pr,...,pITA/i.$.I'""r...4.i!.:.LL... J.. -...---....--=--t--~I ---~~li%',-----+-----+----+-----f----+----~1105 ------I----./-+~.---.---'---t=:--::---! 10+00 ---~ .-1---- PLAN PROFILE HORZ'"'40' VERT'"'4' 9+00B+00 •,'",/'1:" 6+00 TYPICAL ROADWAY SECTION 5+50 TO BRIOGE APPROACH BRIOGE APPROACH TO 15+50 ~SCALE 1---l--I---+-J-_-----'Ec..:X.:,:,/~.s.:..c1..t_:::-~.:..:R:::-O-=-VND Si/RFACF AT £8 Flf $T.~ ~ I HOO /I'!r C-YAH"':'TO o·n' I S'TA S"SO TO I 8H/O,;E Ar'P'ROACH ¥ih i.l.(W,'1O?·':J!).$£'.h,I,..or:':'WIff":R....~a!i ~ ,paL-..,r-E E,KIS'T ROAP STNIP//V/i .--- CO,vP,-,c:TCO ~/lJ..----<!'CON~T O,JC)·...C. ,.."tV 0.40'04.8. 1105 1140 1140 BeNCH MARK _.-,-_.-.-~-I'/z.-I.f!,0."AlJoVe GROUND AND STAMPED,-U':;>CE,l''3rO, Cuc-i-;:LA j)iS"'17~~O~i~itiiL£NOrr.--rH OF"eJ;JI Sr.,OJ-~J tHE W£STERL.Y EOGE.OF'-rUE weST£R.LY LeVEE,150':1"/~fV; FROl'-4 L VINE,(~~RO AVE.. "' ii30 1130 112~1125 IIZO ii20 I'D-\} Of 15 Stel$ ~'~::':-[D .....•'__'0_- ._---~PY~~~~~~:...........I --~-.,.:.;.=.:..~, _.:~-~._..- $/'tc.NO.DACW09·_l..~a:._~IL OlSlllICT FU NO.Z 49 I 65 DAH,7\}JAN.15 CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. VINEYARD AVENUE EXISTt NG TOPOGRAPHY,UTIL1TIES, REMOVALS AND ROAD DETOUR HVI$IONS o ~c .~. -.-_.t\~\.....~'}~w ----~"j •..__.!_.,.~,.",~- --------.-r'. LEGEND: jIIII -,SIGN O~POST ~-EARTH BERM +--+-+-2o-TYP€rrz [MKRIO'.f)ES 3.IlLL UTILITY ReLOCATIONS AN£>INST.4LLATIONS ARE:: TO 8£ACCOMPL.ISH€D DURING ANO IN COORDINATiON WITH CONSTRUCTION. 4.EXISTING U,ILlry'FACiL.ITI£S SHOWN HEREON WEx€PLOTTEO USING AVAiLA8LE RECoRD I/VFO~M­ ATIOl'./.CO/'.,JTItACToR.$HALl-VERIFY ,HE £XACT LOC.ATION PRIOR TO CONSTR.UCTION. "CONTRACTOR SHALL MAINrAIN EXISTING PROPERTY ACCESSES DURING CONSTRUCTION, U.S.""I4Y ENGN£El OlSTlICfSANBERNAROINOtoUNT'l'lOS ANG£lfS flOOD CONTROL DISTRICT cotrs Of ENGlNEElS 'GENERAL NOTES: I.CONTRACToR SHALl..R€MOVE -1.C.f'AV~M£NT. 8RfOGE t OTHER ITEMS WItHIN THE REMOVAL AREA W VZll. Z.ALL UTIL/71t:::>ARE '0 "If I"ROTI£C7t;O 1/11 PL.ACE N.S.G. IY, o-os .... M.G. ~...,SANTA ANA RI\lER BASIN,CALifORNIA CUCAMONGA CREEl<,SAN BERNARDII'lO COUNH lll~ SAN BERNARDINO COUNTY FLOOO CONTI'OI.OtSTI'ICT APPROVED I-IF 187...!.. '+00 CITY OF RANCHO CUCAMONGASECTION NO SCALE DETOURTYPICAL 1II ~!tv ~~I'?~f:1-~I~~~1I ).,~~.1!l1Jl ~'"~l-01 O_v Vv ..,Nt-~lA'..,j:t(j ~~t IJIt\AI ,;a',~\)~Q~PLAN Q.11\~;e~ll,~:t ~ll\~1t ~~\)~Ill-\-.40 0 40 ;;f +n.Ull:::t J~~~~~Il..'t.ll:\j I""~O'~~-~~~IQ-l 4+00 ~+OO 6+00 1+00 1+00 nof"\~11 f:'I II rnvrlL_~III}I HORZ ""40'I\)1 ~I SI \lERT I"..4'01I~I ~I ~I I I .1 llil~I ~I !I 01 '!II ~I ~I~I ~I 11 iii il =1 ~I~I 'I 'I '0 1 J J ~I 0;)-:1Ill!It:'"''-;1 ~I I ~I ~l ?I ~I';'~1 r INS.~AL~20 ~.3~(,•"I~I ~I I ':'1 ~I "::::1 ~I~\Ill I 1E./J'J,.";F.Ai'i::w ~I\!ill I .q:!il ~I ~J~iii \Poliii IN iii'll'lN€L W'll \I I 1'1 -\-[!!!IOIl' r ~;-~----~'_./--r-4Z- PAJNT T£;'-1PMAR,O(}{,,)~Ll!-........ YEf-L(,/V'STIiIP£ALGWG J!.«T()V/f\ PI'/I/Y1 TEMPOiUiRY S//oiGLE-----..,no \ EDGE:ST~/PE:\... c_o~~r:;.~'J~--Jr D -52..'OI'<5I-W f>-lI'2S' 1'(-300' r-,f;6.5/· L.•130.'o' a -S","S6'4,"€ 3 -II •S' f(-400'r,i!7.~J?' L '55.65" C-SI"O,'I"/¥' 4 --J1 'If.2.S· R ·400'r -S8.1>8· L "/74-.Sl' 't.DETOUR.DATA 1-.4,2$" R "250' T·55';4·2' l..-109.08'A-523':>8'4,'S. Z,-L\.-/7' /e'3()0' T'44.81" L-89,0/' HiS .Q I I I I ,.......I I I I ~I-.:,.~r I I 1 I ~I...-I I Ill'~I S-I~.....I~~,;I vi ~I III I :u-I~i \;1 ~I ~I ~I ~I~~'!Ill Inl Q(,:1 &1...11"l.u Ir;>§(~I ~I ~!i ~I ~,.'tiIU~?I ~I ~I~~I ~I->l.l~.:\~I '[,--,~I "I<.i ~I i!1 ~I VII Iii Ii-nK-'illl iii1 0"1[\\\, •~I I I I I I I , I I I I II 1111 --I v ..,j v 2qo'100'§ i,i 0 III ~Iu l-~"~CII 't \1..-.4 ~1II ~~ 'II ~in""l:III•l 0 ~Q."0.\(+ IJ r 1135 H30 H!5 1130 Bf-!Jcl-I M"'Rt:: l'rz"j P,0.3'Ae.ovE.~OUlJO,Af,JD ST......PED."useE.1910.Cue·lf, LA D,$T.·,0.15 MILE:1J000TI-l lI'2l ST.OoJ TI-IE W·t....LEV£(.\~O'i u.W F"RoloA t.V'IJ('fARo AvE. 3"Z'Go"3 vz'r-I T I I I I i I r \III\II I /\i /\i () \/\' V 'i RD-IO Of 16 SHEfT$ --,.._--"_...",~~.,._.,---- U.$.MM.V ENGINEER DlSnlCf LOS ANGEUS CDlPS Of ENGlNEEtS Sl'Ec.1-10.OACWOf·_ll.._Q,QI1 OIST~ru 1-10.24 B/66 gAlE:79 J"'N.I~ CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. VINEYARD AVENUE PLAN AND PROFILE SANTA ANA RIVER BASIN,CALifORNIA CUC.o.hlONG.o.CREEt<,S.o.N BERN.o.RDINO COUNTY SAN 8ERNAROlNO COUNTY fLOOD CONTROL DISTRICT ACCESS ROAD PROFILES NO SCALE' REVISIONS 11+3(.E IV. _IT. M,G. ~IT. A ,..n.I'c:' f"'.."~'"I "I;. NO SCAi...£ c:.AWM IT.S.H,O~K.O.G. (~,...z0_''r------'S""/!'--'NY ...1 -PC"~t1~I ~I II I""~~I ~I I~~I I."\J 1125 1125 1130 SAN BERNARDiNO COUNTY fLOoo CONTROL 01$1"ICT ~'91....f..ArP«7VN.. cONlliOiO ENGiNttR .......... CITY Of RANCHO OJCANONGA APPROV£D 11...:-..191~ ~/Wh l3fU~£.NG'''HR R.C.E G£IJ(RAL UOT[S I R"'D'US Or £D(,£DF P"''JEMUJT AT ROADWAY A...g DRIV£W......IIJT(.R$E:CTIOll Sl-l"Ll.5£A MII,,jllAU",,0.10' Z ALL CUT ,t.lJD tiLL SLOPES SHALL 5(,1::'I l.!t.JLE5S OTH&RW'''1t WOT£O, .3.F'IJAL 5TRIPIIJG;To BE DOIJE B ...COllTR...CTOR 1'-1 AcCORC"\JCE.Win.Tl-lt S....TE:Or CALlr DE.PT,OF T"us "TR",HIC MAuuAe"Af,JO PER CITY Or R JCI-iO CU"A",OU/i'"PERM"-, d,PAIf,JT B"JOE.R SI-l"'Le BE PLACEO 0 ...AC P...YEM£IJT PRIOR To D,u I"'STAel....T'ol,J, ,','_,.'~.''.;..".,,".•',•.-,"i,...'·.. 80!40 COl.lST AC Acc[,!S RAMP! (4 LocATIO"'!)As S....,...... A...g PElt D&T""lS S"'T,RQ·13 PLAN 40 0,...... PROFILE '".:. -=::-L---_.~{L'5TI<U.T P",v...'~tr-.-.-~~--. CI,IRVE ..2 O"T.&. (30"Rep) t..lCo'I1' R"ZOS' T'2-t33' L1 ~~l'" DRIVEWAY NO SCALE A.C. A,ZO' R.4Q' T'l.05 L·I~.q,,' SECTION 5+00 6+00 7+00 8 +<>0 9 +00 10+00 11+<>0 12+00 13+00 i4 +00 PROFILE HORZ ,5'40' vERT i"ii4' NO SCALE IIJO 1125 ----.c~\J----,Z-- 5' TYPICAL ROADWAY I ARI£.~TO I AR,£.S TO I (,,+30 To""50 "'.30 To Go.,I /(...1(.' (".50 ,0 IZ'GoO "'G.I ",B'110 VARIES I'"To \3'I 13<M TO SRI""i IVAR'ES 13'TO IGo'IBRIDGE.To 10.31,I'"'._-~- ,~.'.!1.(~/£.S"10.31 TO 12<(.0 n'.'t ~,~.....r==---- ,..~~ ,- ,f~z /(~'--( '-COU5T AC DI~e.(".30 To BRIOC,E (BOT"S'OlS)l "-CO~IST 03'AC SEE DE:T",L Ti-l15 5 ...T .Ol.l 01..'A6 •SEE GurTE.R TR~f,J""'OIJ '>COMPACTE:D FILL PRQf'ILE.11-<'5 5l-iEtT UVISION$ GENERAL I.COiVTRACTOR Si'f/1LL REMOVE..R.c.PAVEMENT liND OTHER "t:Iri$""'i'!.fi/Y THE REMOvAi..AREff fila li/IJi.t....4LL UT!t.-!T!ES /ll~=TO 8£Pl~.OTECT£D 1/'1 PI.-ACfS UNLESS OTHERWiSE /VOTED. 3"ALL UTILITY RELOCATIONS AND INSTALLATIONS ARE TO 8E /1CCOMPLiSW£O DURING AND IN COOlfDINAT/ON W;TH CON57RuC.TloN. 4.€X/ST/,-VG UiIL;TY FACiLiTIeS sHaWN HEREON tilc:RE PLOTrE.D USING ,4VAILPBL=R€CORO INFo.~.~nTIO#AJ. CONTRAC,OR SHALL VERIFY THE EXACT LOCATION I"RIOR ro CONSTRUcTiON.s.CONTRACTOR :SHALL MAINT/UN EXISTING PRoPl!RTY /iCCE5SES DURiNG CONsrRvCT;ON.~.PRIOR TO 1.'--1£R!£MQV.~L OF ANY"T..tJ;!E.E.S Q..Jl VEGET,4TID.-¥ mE CONTRACTOR.SI-IALL GAIN THE APPROVAL OF TH~ RESIDE.NT ENGINEE.R. SECTION I Rcrr,~,---~--•._"....,.~--':'O:"=TE:70--- :J:\'~''''..'-:,..'~V::WE:l -~:-\~:~.,~~~-~~_.._..i----- :,I ! = eElYCH MARK: /yz'I.P.,0.3'ABOVE GROUND AND S'TAMP£.D ·usee.19"70. Cl.Jc-rr.LA D/Sr..0.15 M/LE NOI'fTH oP "TN sr.,aN mE ;,esr£/(L'I'ED6€OF TN£WI!ST~"L'I'LEVEE.IfiO'$No W. FR.OM £ViHEYARD A~·E. I .1~:21~Iiii ~IIlil~i'I"ll PROFILE HQRZ'I"040' vERT,j".4' La'.- ~~~....v~<:.....~<J I.U ~"-~;'Q ~~~"''I:~~~...Q~III ~~=.~t-~e.,e '"N "'~:tl~r-'I ~~~ ~~I~"l:llJ 11 \:t ".~ll",~~>a "~~~III ,~~~~,.,~\C , PLAN 40 0 40 10,..,.....! I"0 40' J I N I or" I SAN KRM-'ROINO COUNTY FlO00 CON1llOI.OISTRICT_IY. RC u.S.MM."e-.IG"'EEI DlSTlICT LOS ANGELEScotrsOfe-.lGlNElU SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA CREEK,SAN BERNARDINO COUNT., CITY Of IUoHCHO CVCAIIlONGA SAN !ERNA~OINO COUNTY I __.....:.::Y:;;.:!i!b;:::::;;::::::=~!!:...~==:=:::;:;::~~~~~~=-l Fl~Of-11.PPflQllEO /1-';'1\l1.§flOOD CONTROL OIST"ICT ..-=-:tt ~~I'C1..srtC.HO.DJ.CW09••ll.....Q.QI!16 __________•~_.·~_:_·~_........_-..·ER_'-2...;.;~b;.::.t;.::l_._.l....:.~.:;:;.:;;:;;..:;COf'l;;:;.:.:.T:.;.:"'~Ol.::..:ENG;;.:.::;IHf:;;:.:;,£R:.:..._.......,.;...""'I.~-.q ......;.r.;;........r_."..:o...L,;;;:~~IlC,;;;E,-'..;,~...;J-~_N_.I_l_48_'_6_7 ...I...stillTl__ I W.S.G, M.G, CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. NI NTH STREET EXISTING TOPOGRAPHY,UTILITIES a REMOVALS -.-........~.." u.S.M,MY ENGNa Ol$TlICT LOS ANGfUS cotPS Of ENGlNfElS II'Ii~I~ I I~ I SI'EC.NO.tIACW09·_.Ii.a._0.0.11 MUlCT fU NO.2"8f68 DAT(, IEVISIQNS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. NINTH STREET PLAN AND PROFILE SANTA ANA RIVER BASIN.CALIFORNIA CUCAMONGA CREEl<,SAN BERNARDINO COUNTY SAN KRNAROINO COUNTY Fl.000 CONTROL DISTRICT sII u'I .O'ltc.1 - ACCESS ROAD a D/W PROFILES ..'SCALE'HORr,--iO.0~'~EFlr.l""4· I t{N;~MAJiK ,'Z .,..r,..0.,31 A60VE C;~0(,/,-J1'.f).,4,.,.0 S'TA~~PEO~"V.sCE. I1f70,cue ·17.LA DUr."diS MILE NORTN OF"TN ST.aN--THE'W·.iy-·COaE~O";'-THE--'W;LY-LEY,EE. IS''''~N.W FROM ~Y/A'EYARD .4YE. Et.L"--111..,'" ~lJI't M,G, S.H.D. ,Y. _no R C -.;..; _._-, SAN lEI'lNAROlNO COUNTY FLOOO CONTI'OL ~ST~CT APPROVED f-If In..!. ...It 1\.,.,.f "I.- CIT Y Of I'ANCHO CUCAMONGA i ~.. I 1 11145 11II, r I ----I I ]I1J11"'l. I ]11""'1'..... I I I j JIIIII~ I I I I 11135I~ I I !t ~1 !I !I i I I i I 11130 T r=-1IIII I I i t 1rL,..~*, I I ]III~" I I 1IIII] I I I I JIIIII i4+00 A--.1:)+00 r-3 '. I:'I *.~,:..J \1 i }If.... I I /I\I I 1 0 ' \1 I I\L,j. A--J PLA""-~L~~,I -----:-,d ~~...£1-------.~_~r s."-!l~"--~~~,-;;/(r-.IS~"i~,C::'?/~,~.;~ "'.Nt -O.~A.c .£.~r';r:<IV~il'vAY I);:"TAII ,<;.-~.-,...~.•..~~..,,- •,'I:" ,~'...--,,',. <•t ,•,~_'~~__'1 ,.".:.",c- •.~..'~;I/-fI"... GENEJfAL NOTES i Jf,l,PI:LlS OF £O<;E OF PAvrM£Nr AT ReAPWAY ANO ~/YEWAY INTERSECTIONS SHALL IE A ).fINIMf.lH OF 10: ~.ALL C(/r .4NP FILL SL.OPES SHALL 1£ "e·'1 (,INLESS A/f:)T£P OTHERWIS'E, .1 'INAL STR/~/N(;TO 84"i>ONE II" CONTRACTOR IN ACCOI/PANCE WITH THE STATE OF CALIF PEPt'OF TRANS. "TIrA'FIC HANtlAL·,,AND PER CITY OF ,.,ANelTO CLICAMON(;A PERHIT. ..oUt ..r.c'P.TO IF 1,3$'0 0 MINIHLlM VNLESr OTHEIrINISE NOTEP. ,..10 $0.•.zS'""0'"O~ R ••,,' T."."7' L •17.•.1' t D/w CURVE DATA /lU17 NO.',,"S"O,'C~~ A·,,",,' T.11."'3' L •3".5S· 10.."~S <1'I","Z*'s,,~ ".+-,,' r -5:".' L "1(1,".' CURVE DATA PLAN 40 0 40,....,.. ,".40' t ACCESS ROAD ,.~o S <1'.11".1.1'07" R'.0' T"12.Q" L "23.•2' 'cl-O.l N ~•2.0"zo'.," A·-100' T''7.11' L •1"'.20' a+00 9 ...00 iO+OO i HOO i'z"'OO iJ +00 CO,¥J'T!tv<:r 107 1-,.1"CONCRE-TF IlET'AININI1 WALL ~rA.if"O.l TO ~rA.I~..IO.lEE PA'O~/LE TN'"~NT. 1'0 PHut-iLE;oj 1:;1 I~I~~i~l'"~I~",'""-HaRZ i ,i _........1 tI..!L': ~'"ll~I •..v ~'"~i ~I"'",.,'{VERT',111 l1li4 1 I !~:"::~j"",:-,'"~J'"'I:I~~\(ji~:o! ,l~.~Ii\.~i'l:t"i~I~I'0 11-,.<::>1111.'-'[~--!...("~IJ ~1"1 VI'..1.I~~:l"1. 1~lil ~...,;COl ~I~~Ii (PI~i~i&.1I-~I~-,"I-I ,~i~'1 :lo~"L.,~'l..'~'"~~~~~~'NI~;:~I~~i~~I('I~~:~",t<-.,~ ~;!it 'I~..."b:~'~I~"'I'~I\~ii i:~I~ f..1-1,i''1~~::I(~~'1£I...r~..,.1,.'51 ~'lI",'fill ~l~C\~,~I~!~I .~~;~ iJ ...~\I~li..,'I'"•'II ~,'",~i~~~.Ilu ~~~I,,, ;I~...i~~'''~'t:-.~!<I i~ "·"0 ~ ?<-PO :11#~_-~TlI ~ 7·S~Ttl ,,.-~ 9"'Q~70'.--~TO ~ ""SO T.""-.csS ". ... TO 6*00 •''''ST. I 1 NO SCALE TYPICAL ROADWAY SECTION 1+00 TO 10+-93 NO SCALE v-DITCH DE TAIL 5+00 TYPICAL ROADWAY SECTION 10+93 TO 12+10 NO SCALE CO'¥I'TK'(/CT 0..10'A,e;ON 0.•":"""a.t'0,so'J'V,IiNAPE COMP.4CTEO I I I I i I ~ ~ s'!1.1' i , I ".I rd'"''".--. &I IS'..1.;:"·..."1 rl'10:""'':I~~~I.,I ~l~:'"I..t------'"-~!~I~ "/.1'4'7./N ~r~ ~a.sPS-' , I ,..:~;O~'IS' II ''"''I",I"!roi i~ "Gil STREET NO SCAL.E SEC.A-A V.S.ARMY ENGlNEEl DISTRICT LOS ANGELES CORPS Of ENGlNEEl$ IEV/SIONS \\ A.c.DRAIN DETAIL NO SCALE SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA CREE.K,SAN BE.RNARDINO COUNT" TYPICAL ACCESS ROAD LAYOUT CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. MISCELLANEOUS ROADWAY DETA!LS NUMBER I SEC.B-B SAN BERNARDINO CClUl'lTY flOOD CONTROL DISTRICT M.G. RC S.H.D..) ____I~·----~- .<le.J:)RAIN NOTES I.f-tCCPT /.YNCRI TNCAI IS M:7 FATROJ.NO.4P,TN.'"A.&. $£RH ,/"INS CHANNEL.WAL.J.. .seE R<'AP PL..4M L I,fA'T C"NFI&lIRATION A.&. I)RAI/V TO 41'J)ITEHMINEP 41'TNI I'NSM/fE/iI BLVD. ARROW ROUiE NO SCALE 1<1" NO SCALE J'.l.o.,D,TO ''''ANNE.l..-"].-£L / NO SCALE FOOTHILL LI:~i~ z' TYPICAL SECTION ACCESS ROADS. i 1~~jM'BLVD. ~ .0'"'oK.:"I I ytl .l"'l 4/-0'1-(,".IIIIS~,)l~!..i~l~~~r.I::!.Ii r~'j"-.f.S~4 <>'l'1o 10+96 N ..~RU I II'.. ~ ~.l-/'$ NO SCALE ~ I..I~":j 2.11'1 ."v.c. I~~~:~IN";;I~r-/..s~, GUASTI ROAD NO SCALE • HOLT I~'...L ..4/-"';:~.I .l4/-~'.,""K&:I RO-13 OF 16 :;H!FI$ S/'Ec.NO.DACW09·_1.!L ~_Q.QU D1STRICT ru NO.248/69 DATEI 79 JAN.15 ",II.,_.~,~,A,~ ICIly""CI RANCHO CUCAMONGA ---_~_:!TY OF ONTAR...J9-------SAN BERNAROINO COUNTYAPPFlQW-'~,.~.191 APPROVED 191 FLooO CONTROL OISTRICT ~----~_.-:?~0~191-!. _____________________________________________________________________,...J;<l_.,_~:N_Cl_IN.;.E,;"ER R..;.C.•t._·_...:;.-....I".;_.cl;;,;,;.'''.;...,,;l;.,;N,;;;GI;;,;,Nl;,;E;.,;R ...;;R;;,;;'C.;,;;!;;,,'--..;,-,;,.'..L...:~;:;,:;;;...:;CO;;;~;;.TR;;,;Ol.;;;...:£.;,;;NCl:.;;·;N.::la;."".:....................;;;:.....':11 ,-r~~----~.....- r ._-- PLAN SECTION A-A NOT 'to SCALE SECTlCN A=A NQT TQ SCA!,.! N07~' ALL REINFORCING STEEL SHALL HAVE.II MINIMLIM CLEARANCE.01' 2.~FROi"""ri/VY WALl..FACE UNi..e$SOTHERWISe,sFE.CIFJEO_ I ' I u.S,M.M't ENGINEEll DtSnlO LOS ANGELES COR.PS OF ENGINEERS --1----- REVISIONS SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA CREEK,SAN BERNARDINO COUNTY SAN BERNARDINO COUNTY fLOOD CONTROL OISTRICT .------'--~,_...~~_.. RG CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD.w,s.G, 1-----4 MISCELLANEOUS ROADWAY DETAILS0«ISl1To M.G.NUMBER 2 NOT to SCALE SECTION C-C -TtfTI III.NIII~HIII]"I ",-INVERr CONe.,SPILLWAY Ilf 11 ./SEE SeC.·A~A-FOR ·5BARS ~2+"0.;;'...~:---+n II I ST££L L/~YOUr -III I't {~l 14-BARS ~I~"O.t:.._I'lr--J.)-~~Nf~))I ILJr ~'J"nt.u.T ~I 1.4 ;l!A"'''ta I,..,",......_Lh II -'I -__u __-.---~fWI I II110"',..-.., K1 12' CONCRETE SPillWAY SFCTIONS (HELLMAN AVENUE) SE'CTION A-A AC~NTRAI\(l=FOR qTH ST OC.PI ~. .J:).;A"LA......~~.I~"'&.$".",_ STEP DETAIL ~~4"1/I Snin l2»5f6 J4s.rALLED ~12.N o.C. FRON 12·,~c R...OOR.T(I WITHIttI .."01' /I1AJVf-IOL.£CitI(!S«QR I:.ItAT~. CITY Of'RANCHO cuC-A1IiWtGilI CITY 01'ONTARIO SAN &tiUUR01NO COUNTY n,SliE£T ,~nt:su:S7EI'DErAIL 7?ilS SHEET :CONSTRUCT AC £.I'i7RANU ~ ,AS SH~/;/'"ON I"!..ANS ()..... i~I I PIlANt ELgVA1l1rON "~T'1'7~~ IINSI~iFi/IiCE ~,'f.C,I'1ANt1"f..E----.....J.~":I1'Y5P'~if ~TJfua-u/ee 1 Iri--_7;-;,.,--~_'~h-----r-T =~_~~'CW OPEN CONCRETE..WUP£'INLET(OCPI) NaT TO SCA!,.! DETAIL "Sll NOT 10 SCAU SECTION c-c NaT TO SCAl.£ '" DETAIL MANHOLE SHAFT CATCH BASiN TYPE 'A DFTAJL CLEANOUT DIAf;"4 MlUIi Iz·ac.(TorAL .4) DRAIN SECTION A-A NOT to SCAL! STORM MoDIFYNfl.TO CONFORM To Oe.PI WlillA.C,ENTRANCE. SEE OCP/D£TAIL T/{IS SHEer LCJCATICJN X L e iL '8' F'OilRT'H STII!!T 9->32 7Z"8'·0"$2'2S'- FOURTH STR.EIT 10+59 ".~.4"~.~S'24'- ,-SIXTH SrR,EET"~~.10'.35'~Z'104$.0' NINTN SilfEET 9+'0 48"r·3'2./'4,'1/34.0- NINTN STflUr 10+8~4S"~"3"'7'35'1133.$' II PLAN NOT TO SCAU NOT£: ALL fl~INFORCIN~STEE.l..SHAf..f.. BE '4 /JMS ~12"ac,AND A I'1IN1MiI/It CLeARANce 01"aN FIlON tiNY MiLL FAC4 UNLESS C7"IiERWIS£ S~f!CIFII!D, / .~..- --,--~~­,r-----------.------- Sl'Ec.NO.OACW09·_li.t-!l!ll'. DISTRICT f1l.E NO.Z4 a111 OAH,79 JAN.15 NO SCALE ~ NO MOIf~THl'lti ON~SOL:TEO 7tlB~ 5FLiC£reR F051 is rUMir7W. BOLTED TUBE SPL~E SECTION A-A NO SCALE CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. BRIDGE APPROACH GUARD RAIL /AJ~.41'"SJ.()TT.IJ ....<UI 1#TI/411-r"":;.:,>p--If---f~_2:=21 ~J ..r !1~.j~......fZ!Ll A--.l I j ~-rf '1P f..--L-yJ.!U P~A.TIL_J-_~~~~-~~~-.J.k~~~-~.J-.J.I 11'~Lt\"I. PLAN RAIL SPLICE DETAIL DETAIL u,.,u ,y, SAN BERNARDINO COUNTY V.S.",,-MY ENGINEEl DlSnJCT LOS ANGELES fLOOO CONTROl..DISTRICT COifS Of ENGINEERS RC S.H.o.W.S.G. 0lA.W'M I't'.' oe<;q)aVl M.G. RAIL WIc;IG n.SANTA ANA RIVER BASIN.CAlifORNIA CUCAMONGA CREEK,SAN BERNARDINO COUNTY SECTION 6-6 NO SCALE GUARD SAN BERNARDINO CWNTY flOOD CONTROL DISTRICT APPRO 1-I 191..!.Al'PROVAL 00 CONTROl.ENGI~E~R DETAIL NO SCALE l:j'PLATE,/.Ii"ttl Kd.t.i£S -\(- 1 I I III 1:.J.tI-t.l-f.)-AL ft)---I-----P'-t.~tI ITT TT I~'':II:i~ I1I I.I~I 3"I r .r'I 3" I.T" SPLICE PLATE DETAIL NO SCALE Ai~CHORAGE CIT'/'OF ONTARIO APPROVED /•t1 197.'l.. Q..d./J2~fU(3ony~NC;IN!:ER Ft.C.!. TUBULAR dACk FACG 0'-AJlVTNE#r Itc.!. ELEVATION /,'110L.TJ" .IS",A .IY "J __.".~ _1I A J..-.-fA. sff j)STA/~·A·+-_r~~· i;::i:::!',;I ¥I I ---. #,(,..0 Tt:lTAL ~-~';:L--"-11 1II/l ".1"'""".p TnAL .I-<jf:::J I II .~III~I II ~l PLAC6 C()Nt:Jl.4TI AISAJNJT~-­ I/Nj)I.$TI/R8IIJ MATERIAL END GENERAL NOTES: I.POSTS ,sHALL se NO/fI'ofAL TO G/fAOE. 2.TOP OF RAIL ELeVATIONS TO Sf!O£URMINEO 8Y THE ENGINEER UtiLeSS SJ.lOWtl ON THI!Pl.ANS. J.TOIfG/Ul!MIL TO posT NUTS TO 175 FT.L8S. 4.GALVANize flAIL ASSl!.Mi3LY AFTER FIU,3 RICAT/ON. ~.FRONT FACE OF 8RID(;1!RAIL IS I"AIMt.U:L.TO PAVEMENT £/)G~, 6.TIfIS DRAWING AOAPTEO F~O'"CALIF.O~P/.OF 'RANS.S7P. ORAWINGS NVM8£RS 81/-3'-'n.OATEO JAN.1975 ANO /l77-A.l0,8.10,C.8:5,C."w.D.2W,E.4·. PLANRAIL PLAN CITY OF RANCHO CUCAMONGA /-:r 1\17:!... Cit NO SCALE NO SCALE GUARD TYPICAL -+-----t~"'-~ 111" FLAT PLATE WASHER NO SCALE TUBULAR %.~l-fr '-~~~J-IY,,- I ..--- 51fi'¢BUTTON HEAD BOLT NO SCALE I_~,.,,.,"'''~~L>""'~"U r-,,~.Q"A~".."'A T ....J>r..I·8A,~H;::':~'-;~/.!.~W~I i -"..,---,..,-,-,........-~..."....--"....~--~............-..,,--,~." I I 1!{~4_',-'W £HI1 ~I{,O~"'MA'(PANf/..(rW I 1:/1"~..~;>fAr ,1 ~'_.....~I-,rt 1I i "G.&C~T;-;'~TI---'----'-----tl ~_+A :A-t-I ;I{SII ~/WL !I. -!~~;-""'L I....,qdS ,...z",UI \I.£P~~~'.e""jC .Y":~12 ,III,I T~f ,III,~ C.I_1 ..,."~~~it ~t ELEVATION NO SCALE SECTION B-B I I~V..•~fa"1(114'8V7TOiV HEAD OVRI.SHOl.lLOlA 8CLTJ WITH 11-4',RCCE.SS£P HEX.NtJ13·rurAL.,II !'E.1t 5I'LiCE ANO 4 P£A TeRMINAL SECTIoN. LIII"IN OllUCTlOiV OF TRAFFIC, RAI L SPLICE NO SCAL! RAIL RAIL POST TERMINAL CONNEC1UR ~o SCiU.E .CN£UTIViL AXi$" ~f L ...-=z:=.._._~O\LI'.-'~ I·2.'...'II, ELEVATION GUARD SECTION A-A NO SCALE !'L3-".t~'"V&'14"WELO ALI. AFlOI.IHP HEX NIJTFoRrsrvo CABle ANCHOIf A$SEM8LY- BREAKAWAY ..",JCS'D/, pos~ BEAM 48'·..•VNL.E.SS OTHERWISE NoTEO 8AU(oJ#"It.AIL FOIf STRAIG./iT S£CTIOiV .37'-,.-!'/iRAti/OLA POSTS NO SCAL! NO SCALE NO SCALE METAL L!NE ON ~RIt:JG£~E.NE.ItIlL.f't.AN (E.L£~SHT. TYPE I FLARE "OJII.!Srvo STANOARO ~WAliIi.D 1!1,'/)111 HOLE CONNECTIaN FOR. IN Ii'PLATE J/,,'C!98t.t:. ANCHOR PLATE (6.if?~:";!/i ~~~:SflEUSS ,·",,·....S'·~·P.F.NST "- __FaRM SOCKE.T IN caJr'CRa~TO RECEIV~6')(8'posr OR ,\1PLACEcaNC~fi.TE I'IRouND r.';t.8'posT W~IlF'PE[)WITH -"\t-..I I LAYER OF 01'"THICK EX,PAND£I>POLY5TY/UHE FOA'"$HEaiNG.-:;; 1/4"h' 5/8"¢RECESS NUT NO SCALE /t}$;}i.,fa ~SLOTS 11 II ......,-----::::t,,-«,lli".~~'"¥HOLE '...1I 1)I&l----r -I I <I"EloV Y ~llL~I ./"""-----.....__./",,,--------------,--I i .IO~iVo..JIt ELEVATION TERM!NAL SFCT!ONTvn~J~ljI,rr;.g NO SCALE "O,A ".,.LDlVI;STUD -~ ]/iIfEAOJi.D £NTJRIi.LENGTH "....-...\ PLAN CABLE ANCHOR ASSEMBLY -BREAKAWAY DETAI LS CENTER OF ANCHOIlAGE -SEE. 5HT.BD'"FM CONNE.CTIOIi DETAIL. NO SCAL! SFCTION THRU RAi L ELEMENT TERMINAL SECTION .TYPE "A" NO SCALE CClIVC/UTE IlNCHM WALt.,APVTM€I-rr, BRIDGE.RAIL.. SHOULDE/!OA C(JI'.S OFF:$a \ ._.~----\-------.- DETAiLS UVISIONS .1"CAD INT4RSrt:TI(1NS FWt UKAL rItAFFIt:Acr:KS"$ II .___---I''r A"W~ l NO SCALE W;PTH---; / ( M.G. S.H.D. Wl\:;l61Y.SANTA ANA RIVER BASIN.CALIFORNIA R C CUCAhlONGA CREEK,SAN BERNARDINO COUNTY CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. TRAFFIC CONTROL PLAN AND DETAILS BARRICADE PLACEME.NT ...;Ii 'STAll,'''<1$I/.liI·'1""rr;i7 $NAl-l ;8 HE~"IIi.D rn-r;l~ •T-+'c t;>'/T!"tJp QNT-.JI8,/i,1 LNd,/NrL..-¥./NtJ Pf~RT.Atf£:.Atr;41-, k~(/Rr PR,,7R T~AN,..$TRr,FF <:'L."S'(/R~WI'TH"'"TI'.'E ""Vr....RI..CI'TY .iI""I'TS:/I."""LAI!5T,Ct£T Cf-OSU.e.t!.F'E-RMIT A\~!Lt.._.8££Eq,!~Il!?F.fto,:*!.¥.CITY.C~-'l~/{'!P!:A!",.ot'..u.A.4.$Ho.v~.,5 _ =.J r1<.lo/O.TO ~lltl-tT C.LOH/IC;l;.WIT/IIN lH~(;111 r.»/<.~""'/'fO (;VGIII'IOM:>A'. •-S/~I P(>,fT <§-.'TALL £~JlrN 1&...., +t+-.&(),(>"'<,"I Ty,D¥JZr I1~R"t'APJC" LEGEND 2.[)ITCyR S/~NL.-t"6 .4..410 8.A.T.pT~K'.APLS"~"A#J'"ROAD S#ALL Ir IN ,P,LAt'1 Pi'll"'"To AIVY RI"""YAL.S161V.r JNAJ.J.REMAIN ""YIArD "NT/LJ.Rt7AD CL"S""". oJ AJ..J..OIT"I./,(>S'IGNI1V4 AN..:>iiI~JU"ACrl Foil ANY Ji'oAD oSNAJ.J.. 81 IlE.A4oVED 0,(>""'YElrrD THE SAME PAY T#r ROAD NAS PJ,.,AC'"1,w1M1AH -7 To"l.I ilAlrH<'("APES AC~R"SJ H<'AJ:_AY SAN BERNARDINO COUI'(TY U.S.AAMY ENGJNEtl DlSTilCTLOSANGELES FLOOD CONTROL DISTRICT OOIPS OF ENGINEIJS ~1V.rrAJ.J.£D I....AC('(1R~AN~~W/TN TNI .l'TATI of C,4J./F PE,Dr a.e TR.«tJ!·TIUF''''M.4#U'fL:AND PER,MITJ 'HOM TNE <::'ITY of (lNT"fAI(1 AND T#I <::'I'T,..0'HM't'''''''''t"VC>,4""'t:JN6,4.,PHI'OR P,J,AC6 ,*"~,AII. ~ARrK 6£/i'H A~CMS$ rlA-J.II,U.&I"""'"w/~rN ,'Y ,I ,,~'. \-..'I <::.CIfANNEJ. CNA/V,NE1.INTERS,;r-T/CN T(}Bi.ot;K AccEss CIT'l'OF ONTARIO SAN BERNARDINO COI.NT1 5I1E£T STREETNiNTH CUCAMONGA NO SCALE ~NOTE:For .,e..."rntry ~",r aI'-rfh ~Ir~d ~~/sf~.:.f BR J-1-/5 STREET AND N I SiXTH c;sr NO SCALE STREET CLOSURE ~ N I FOURTH 1r.....1__ GROUP MAM CLOSURES HELLMAN AVENUE AND EIGHTH STREET NO SCALE II Aff'RlNEtl O.e&.&r"n@r .11 I!H..,!FLOOD CONTROL DISTRICT RO-18~Pf>dE:~In..!..S/'K.NO.OACWO\l-_U...!'.!lJL,~ 2'$4&'-o.?/.#Ot_'k rita '.....~1~Ci/l~el!Cr 0lS11llC1'fUNO.Z48f12 (tv.'A 1.-........,;;;;.;.;.;:;.;,;,;;,;;;;;;;;.;;;....;,;R;;,;;.C;;,;;-E;;"._..I..~.;.Y.,;l;;,;..,;;"IN;,;;E;,;;E.;.;,R ....;,;R;;,;.C;;,;;.E;;"._..I...;.;;o;,;;oo.;.,,;C;,;;O;.;,..T;,;;ROl.:.;;;....;:E:;;,N(;:;;,'N;,;;E;,;;E;,;,R_._......_.MII:!=4~t.!.~ft~:z~tt~l..!O~A~T£~I!.T!g.:J~A~N;.1.1~5 ':""__L:SH~EETS~.J '--' I -.-..~:'"7'-'--~---_.~~-_~.--.---.-.-.-_....,,---"_.-._..-.-_--__.._.-._...--..-----~---.~._·-·-·-_~.4 .----·~-'~~-__~..-__~__~_._,.___~_~-__...-.-- BRIDGE ELEVATION REVISIONS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. FOURTH STREET GENERAL PLAN AND A.K.J. G.R. ~IT.SANTA ANA RIVER eASIN.CALIfORNIA CUCAMONGA CREEK.SAN BERNARDINO COUNT'/' 10 .241/'-.r·o'"IIII01•cz:== MOffATT a NICHOL.U.I~INHRS U.S.ARMY ~GINEEl DISTRICT C M [lC~IN[[RING ASSOCIATU LOS ANGEl£$ LONG BUCH -SAN URHARQINO OOIPS OF ~GINEEl$ Oe~/9n 5pecificot/on~:AA'IfTO Jtomlard 3~eciFicofi'1n'f)ofed I~T'.4, SI/Pp/emented "v 5tat~of Callfornio dndoe P/onnino And f.)e~ion).IanI/o!.--.""'-...----' COI7,truc!lon 5p«,ficat/ons:Ref.No.DACW9;;79-8-£:X;lc:X].C~amQnoQ Cr~~k C1YJn~J_.-.Omrmo'Ar,oa:f TO Faolh,1I B/Vd.;san ~'-nord1f?O COur,fy;-ca/tror.nlo,---"_....--, Lill~Loadll7g:HScO-.f4 And AIt~rn,tI/lle. Concrde (~I(ept f're.~tre"ed Concr~fe) 28 fuv Compre,~/v~5trel79h'1 (I'e)-~t50p~; 'f!!rv/ce load 5tre,,~, Du;!r 'lab --~-----fc ..1200p~/ For All Otne.r!l-----fe -'"'/JOOp,i All e.xpo,ed CMcrd~COrners ~1I0/1"~Chamff!!reti. Rf!!liu'Oru.mMt:ShaN 8s A"M AilS (Jro(j~50 Stfrvice Load Stre,,~~ Deck S/ab-------r~-lO,OOOp~i For AN Oflier5-----fs -Z,f.OOOp:.i~.,._.....-.~~-......---I;J71Deamenr-/ne ~/l7ImlJm r.oncre.re COlier 5/io/r Oe e-tin/e."OtlierWI,e Shown. (fn/e~~Othe.r ....i~~~bown U7 Th~ria/75 or Approlled tfV The C/79Inur._I".,.,1"..iI _•••___"__~.~~_••t!...:Jpflcefj 117 IUT.l0Cel7r If;~mror(;1n9 oar,s ;)"01/De ~rQ5'gered.Tlie /'fll7lmum f)1-,tom:e •Bdween StO?gered 5piic~5 ~illiii De ihe.Le/'/?111 Refu/reci ror a Lopl'ed5p//r:e ":J..a..l!~r.,.,~t:':t'!~~~Lf.7'pp~Spi/us Shailoe As roiicws,EJr.cep;When OIJerwiu. ;J.r/VWI7 vn ,-/t.ln~; ~~/i1fOi"e.ii7Y earS "rJ And 5maJ/v----4Sii/amde.r5 Or Smaller BarJol/i':ci _....~ej~7rvi"C;ny "or5 "3J ~/O And-,I----GOAQm~t~r"0''m(Ji/~r oar.Jb/nt:d #;;:tr~$I'-~~SJ;'9 lioles ---~ee 5he~t "t¥/.....4- rOLh7dal/o/7 iJes/9f7:ea~ed 011 roulldQt/r:>n fli..,.e~/rYol;on R~porl "V i(oor~'iOhe~ COli$t;III~'9 el;9/~7eer5 And Ge%9~5t5,J Caled ..June 5~I:;7CJ.A/laT·ra6/~B~a'-/~79 F',-~5$vl-e7"7000 LOS/Sg.11 001(./#71 ;Coord/:?at~CCh-;lrr;/: California Grid ZO#7~~ I REe('~,~r".--"TR'.JCTEO CONT.NO;flS'I II'.,'"r.EVnVm I I ~'''''''.r..~\\'T\J:I -------\---:(-'-1----I-'-·,,--I--I~--. GENERAL NOTES 8~ncl1 Narlr Oe.'criptloflf': 5tondard l/.~C:~,l'roH O/,Ir ~fqI7lFed·CI/C-ZO-/~lO-LAO/sf:~On Top 01 North Curh On 4 th 5f.alNt/~crJsI 01'/tel/mon Av~)30fl eost 01'eost end 01'.8rlo9<; XHI North OIi-4t/l SI:,etl ~asl 01'cos1 cd9f!!0/Co/'/crde Calch t!aS/I1. Ci'J!!V.-/0/7.4'8 ;'iSL 19c;J Dalum ror DecA'~/acil79 MJl45 5u 5hut ~f)-t for Uti/tip ~nil19 Not~s'u Shut ~f)#' N t.-(!f- ~ ~i~ifl1.1~:;:;;/"::••C\~I~~I-J,. J -QlO"/. ~'C.xp"n510nJail7t /17 "Qro~r Se~Sheet tH;--4 ApprOQch S/QD See Sheet LJD-/ (No Lon9/t.JolntJ @Approach·Slob). ~--C.L.F 3e~Sheef Ahut.2 e.xpalJ5/~7 PLAN .0 (.iil f!'Lf!'VATlON PROFILE o S IIfS=fI5ir::::::::= o•101'5__..,.---- Abu!.I r/~~d .), 48'6 ·.Hetal"eam GI/(/;ct Rl1il.i/'/!l See Sheet RO-IS Me/al ~~Qm Guard .f'o// AnchortJ;e Sa Shull'0-4 '. \ o S II P"'5i ____ CIT'/'0'ONTARIO WQffATT a NI(.HOL.EN~IN[[RS C"[NGINHRING 4$50CIA1[$ 0-rL.r ,~..d,..Jt 'l:I.tsLL!R>iiTHi ...AC....T£CT t"".,,(U C"'T[ CIT'/'0'RANCHO CUCAMONGA "'PPRQ"ll1 It .:eli:lay...! SAN URNARDINO COUNT'/'aY.SHfU .I..-... ....__J •_,~cL....k' '---~-~-""--.--- I I '01 'r:...I....--1_-.;I.t I )11-'..-0111 ~!4,=z:::--.::-==z I --I 1'"';::Jll'bd 9 /}J.'(5~~N"le~j I.ClV"ff t..ln~...............I I.- '~nIV! TYPICAL ABUTMENT SECTION G1 Qj'A I"-,I *......I'1\.1;_I.I '.I~""'Ti'h~~-;!.,tl II -.,Lt_'_-II -II5CI(~1---,;------T)lP~r:4:9" L._ I •• Cml t Shear k~.; @ 4 Loco;;onJ [d9~Of D~ck. g-''(l!/~'I (e)/ol',38 !i4@le*m "'~'J-'.J Jt -U@!~¥~.t:c~~Construction -Constr/.JcfJon Jomt I IJomt~~a·#G =s~-:SMd 80-/ .Sheet 00-/-.I IJ!2'Ex.pomlOfJ Jomt _1-'6"'le L 'r---Wtakened P/on~Jomt ~1k'~J(j'(M~/OI1 .Icint ;W~fho/~s See ·,o@/e'With 'WQ/~r~.fop ,z,Nodh Cornu Abut.~woterstop ~e .._.. ._0..-Sh~e 80-/'"#/O@Je'~.5a Sheet 0-/-Ii /jhown OIMrse~t 80"/-..(.)-,"',0 Similar ~~e W6e/2hole Oeloll ~ABUTMENT WALL OFFSET TYPICAL CORNER DETAIL 'r'"""" ....-_.. ~eetBD:L ,No $ca/~lvo Jcole II .1 _.JvOfe:.__(;A~..JImMt :Jh'f./Not &8C1Ckftl/~d Unlil Concret~5tren9th OJ 997.00 /IJ Hos Reoch~d c·xf)O psI.... 7e)999,OO ~9.00}roe Off'oottn9 z.o/r~d ;,e(/~~d 0/7 E31lmqt~d 1)~/kctiol1 01 Wql/5/~m Af/~r /I.13 "edf/lled.if Acl"al [)~flediol1 01 Well 5t~in I~[)iffer~nt ~qn CowMtr;'lm + ._.r -(Ie'r 13/1 'P 97.00,E evatloM The Ol'fsd ~nown Abore Then The Glider L~n911J 5hall &-_.. AoufmM I FRONT FACE REINF.SHOWN Changed Accordingly..- Upstream ...BACK fACE RE1NF.SHOWN -3.At;y.!ment Sholl Be 8ockflll~d70A Ley~//2'&iow 8eoril?gclevrillon". Abutment 2 ,8e ore PlaCing 61,d~r".I No/~:.. II '..11\IRe,move Callout.Add (.oUou+'Add 'l>ht.no:~1''lI.l/llaJ Eleva/Ions Sholm At 8earmgs'N~1CjJ .ABUTMENT ELEVATION ~YMIOl I lGCU'1lOI<S I ....11 I AHtQYN. Of Concret~A.t {.8eorlng ....HVISIONS t RI9htE/~yolldns At Abutments Are -Shown Thw ABUT,I SHOWN ABUT.2 app.HAN0 MOffATT a NICHOL.ENGIN[f.RS I U.S.».MY ENGINEEl DtSTilCT ,sIll"..(·0· ----(I)Abutment I E/evat/onJ 01 •-•" 'i C M ENGINHRINQ ASSOCIATES LOS ANGELES (2)Abutment 2 e!evaltons .--•LONG BEACH -SAN BERNARDINO OOlPS Of ENGINEflSrtC!.Jcomon9a Creek ~DaYl SANTA ANA RIVER BASIN.CALifORNIA \A.K.J CUCAMONGA CREEK.SAN BERNARDINO COUNT'l' flo#CUCAMONGA CREEK CHANNEL.1/i tOO 717tOO ~,.~~llU.~.,.,r REee-c•_.''"TR''CTE:)C.vR.ONTARIO AIRPORT TO FOOTHILL BLVD. 1 P""NT 'hl'R"-"'"=T!t~~~,Left ",~,.:\':•.,:,..•1..~...-.__.i-.A_:r-~\\~I FO~RTH STREET BRIDGEI_--I---\-i-----I -·--'1 OC'CUO a.,. K'.8..ABUTMENTS CIT 1 0'ONTARIO MOffATT S NICHOL,ENGINEERS C.IT1 0'RANCHO CUCAMONGA 'AN BERNAROINO C.OUNTY I~'-----'SHEET APPROvEO O"c-nk..-£'~I"~"C"ENGINEtRING ASSOCIATE'"PPlIQvEO /i!'..z..c.1'74 FLooO CONTROL OISTRICT BRI·2MOiiiS--1iQU!:" .1A7 <d L ~Jfl4u.I,PPIIOVEO 1-I'.".1.~.'S/'Ec.NO.DACW 09·_UI-P.91l Of ~....L.';'RI1 rzU3 {'hiLl ~--c.""',Al'I'tQVAl ,'t .-',I,Z,..,..r -......,..<.'-'i .H'6.,.........A .~~-.7Vl~·r:1 DlSTRlCTfUNO.Z4B/74 R£y.'A'CYiN~II\l£Ut ~C[-rOll TH[""COUTEU [NCO'NEU OI.T[Cln li/.COINEU ~C[f Ild"L [NCOINlllf OATEl,g JAN,15 SI1IE$. .-.-_...._---_..,-_.-.--,-~.-,.~~_.~_._~.-_.~~..._..-.__._-._----._-'. .--._~---.-.....--_....,.--,..---~~---,..--"--~-.....-----------._---...-~ A-A fa(-.' SECTiON o 1/1 I==-=-........-= III IIlifI~'1~1 In"I I IIwr--------"I 'rlr',~I, l( )"LJ l(II Q //?x "I /~i1---3/"'(Jr/p aroov~III ....1 1,..1.,'Typ.' )Il'~.. L+-J I. I3'-0'.1-------------------~~--~.+~~.""1 £78'=0' NoTe: ~einforc/n9 In TM O~clt io O~?/oad Poroll~1 10 Ab(.dm~nl$,Spocll7;l To e~l1~o$wr~d Alol7~C~l7lul/l7t: Of I3rltf9~'- TYPICAL DECK SECTION FRAMING PLAN .,-,q''CTED :·.=R~Y~·I '-1"---: 1/1""1'-0· SECTION c-c I I::~CO~"~ CONT.\/01i~",'I.\~.\lLC..t'hl\~,,\w·---1-'--·-._\ • B-B '1,"1-(-0111 • SECTION •I---- .III"I ,..1)" I ••:s=: TYPICAL BEARING LAYOUT PLAN 20 Note: Add 1000 ft.To Elevation, Bhown - [fevafloM Shown Are Top Of Deck.E/~vaflon5 @'(jlrd~r.J I I T Ir PAil T I UVISIONS "'OUAff a NICHOL,[NGINHRS I U.S.Al.MY ENGINE[I otsnlO C'"[NGINHRIN$ASSOCIATfS lOS ANGEUS LON$BUCH -SAN I[RNARDINO COlI'S OF ENGINEEkS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. ~t!llIY.SA!HA ANA RIVER BASIN,CALIFORNIA CUCAMONGA CRE[K,SAN BERNARDINO COUNTYA.K.J.. 1----ga,/,'Mllr. 0C'Q.Ji)I". t/.,eN FOURTH STREET BRIDGE DECK SECTION AND FRAMING PLAN' CITY OF ONTARIO WOHATT 80 NICHOL.(,NGIN[ERSj,ffRO~~.£;Jec_L--,?~'!l1~C"[NG1NHRING ASSOCIAHS ~~_,-:U2_':~#f"~avf,-.r.---fc .£.."{':killCYiNGIN~~1l RC~J'Olt TH!4R'lH'rttT ~NGIN[ElI 04T( CITY OF RANCHO CUCAMONGA .ffI>OV~:t (1-1'"r.Q. ii&J~Z.JBlJ, conAtNGIN[[1l RC! j,,,,. I~ I a.RIDGESTREET GIRDERS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. FOURTH B.L c.v,f', MQffATT S NICHOL,I!.NIOINURS U.S.NoM'/'ENGNfEI Olsntcr C III [NIOINURINIi ASSOCIATES LOS ANGf\.fS LONG IUCH -SAN I[RNAROI~O COlI'S Of ENGlNfElS UVISIONS _•."SANTA ANA RIVER BASIN,CALlfOR~IA A.KJ CUCAIilONGA CREEK,SAN BERNARDI~O COUNTY PRESTRESSING NOTES , 7./:'r~!;(~~Jtng .5t:~!.Snoil ,i,,'c/e~,Re/:oJ::;[j.J(',!'..'"Tn.t,?Iroel' 110!....rrotn~o ,...,c...ompreJ$IV~,;;rrfflq,n rF;I.I r:..!f(lOa pSI, 8.6tr:i~r C~cr~t~.5f!a//Ha;;~A .wlf1lmUm EA 'Ja"[t'Jrf'or~J'fIIl~-Stf~;,91f;rr})-CtIOO7JpJ/.-._---7-,----- 9 8il'a~r Saf,tt;tt SJ:all 8~COJ!Slrolgiit; IQ Scr~r(J L.m~J '~",COf!JIrUC~/Of7 ShallBe :;ettrmlf'J.~d &,;Th~ Contractor And Appro.,~d fJ'I Tlie Conlrocting Offiar:- CIT'/'OF RANCHO CUCAlitONIOA APPR<;lv[O a-L'-'~1.!.. I, o BEARING PAD NOTE Bear inq Pods To 8ePJo'~AtSa,);e Slope 45 Bctfom efG/raer,.Porallel fo Girders, And Le"c,P,rp~ndicul()r '0 .j/rdetJ. Fabric 0,.Min.'eo 60.steel Plate 80ndect Bet.veen Z'~Yl'LoyerJ Of NeOp(·e(~, fl .\ 5~r'J,'--:ds A40~8~8J';GC/lea In '$;0'.)"3 L0t1Sf3fin9 Of J V~,.t/COI/t..I Ar7d 2 iiorijOllfafif/AlIa$~,""a('Cr~dAt Ih~Enos.r;;r;,A.-11/7lm!..)m Dislona"SUA~trr~r;6roucs Cr ~t,1j/~/dlJa/Stror!d$/s lYe for ;'8'SlrorKJJ)IJ&·~,.,.7/",":f,.~"~,.,rl ~,.::;..,,.Uti 1:.,,.,,.,,,,.,',,""'1''."F'..,'''''.,I,w'",-.J ,.",-J.,v',..-.,.","'"I 'v/'tJ· 'I """".•.._._,_.~.•",)"M~sur~(J oerl"feen c..enr~rs Dr AOjOCenr 5trorx1S, Approval /s R~gu!r~d for O~y!ot!on, MOHATr IS ~ICHOL.ENIOINHRS _=""'""''''''''''''---''~1t1~C lit I!.NIOINHRINIO ASSOCIATI!.S t Staring I'~(-Oll ! Span ~Staring /,,-Boffom ofO~ck ! I ~_---+-.....l..-_____I _'----r.I~~-~ -~.I !J ~i!!e!~l k-----11 r,QI ~~l ;)IJ~ I \I '-Top Of $/rder Prior To PklC/n9 OuA Abo,e CIClQfom Is 5::sed ::in Ali Estimated Upward':lfd~,r CdTect/on,Cr 0.&8·At M/d·S.oon JUJf Pnor To P'-Jc:f?9 Cecle D/ff!flnq n~/d (l)I7o,tlcns .Wot.j Re9u,r~ An AdJ!.I5tm~nt In AII~'S'3~,As D,rec/~d 8!J Tn~Enolf'/~~r.Tf'ieSUb~~'1!..1~f"t Cd/~ctlon D!"~To Tn~~~'.5/ln·P!ac~Slob Is Parabol/c And Computed To Be O.36S:Af Hid-Span. Q III GIRDER DEFLECTION DIAGRAM DETAIL C CLEARANCE FOR PRETENSIONED STRANDS j".i'-Ollo --It--iI 5r;;cll $'J(xe ,Ao./rndt~d I I IIItnm GrO'~ps -"_____,II '"I,hi!II~I I 1 ~:t::" lIil -L ••••""'" f!-,----'r -::::IIH'H J f!!/~f SiJ~ 12I 10+00 aV#.J A ",(;0",5'00· R "'{,0' -I----T"'40.'" L "'"7/.47' CV~4- .4 ",,,;00'00· R""O' 7"''''6.88' L '"7'.59' SECTION B-B G i-- 1/'··."0·I)I •....-- ELEVATION I'''"'a"-0" 10 /'/66"$4't5"W I --7'f'-----=oI-=2r-- 8+00 o FOURTH ST.DETOUR I"'40'~0" 50 DETOUR PROFIL£ SCALE:HOR.IIN.-40 FT. VERT.IIN."10 fT. 50-r;;;;;____ 7+00 SECTION A-A I)IIII"IIii:___ 30'MI" Foe.P.R/W-F'ermit ro/4'ired 10 ""orlc in QI't.a owlsid..elF R/W bwfwilhin FeO R/W I I 1010 F~~2..:':'::':"''::''::'..!.:.::::::.Jc.~::'='':'=''::=----+-----1-----f-----,---+------__---I 1000l-...----------'---------L----------I..------_--.--J6+00 cvl.t ,ij=-.JS'OO'OO" R'"60' 7 "31.Z3' /""'57.'0' evIl LJ.""Z'45'OO· R ""a'1"'3'.5':3' L ""5.7" ,I II· I ,8-jOI-.- I ..~ 6 N n -NOTE- Elel'~fiOllsobfai~dtram fcvJograpJIit:plan. No groundWQfH'~nfered. ~4-,.- ~\n\~, ~\i\~:~\ \'-......f'+l__...c<::./_E_._-,.sfing bridg, 4/"_'_S_7_R_E_E_7__----i\~-__-l\i--.\~r---_.......;;S,;,.,JS-N -To H,IImon AI".\1 I\' 0\~\;-\-7"~\~\.\, .( =PLAt"'--- SCii/~;"::40' ------------------------------------------------~-~-------------------------------------------JOJO 960 ..._.l 18~j02 .'" Ei.;020 L -'----------------------------------------r.-;;-;:--;..-;r-..--jarz....::E.::.·~iS:..."_·n..:':......=~,;,.o::.UII;,....:tI_-S41:..:..:.",;,.-iX....:..,.._fJ_f_£J020-=:::==:::=::;<:,:,.:;,,:.:.~,:;~,~.~,~.=~(ct:ij ~!::}::;';:::,j~iaac1."'=",fi."._.~IB~jOI'__-iL.""4...c••""__--------....- L -~--Col.IVI;I L.,.~rn~;..;.,"....-~--;,.,.bJ fSPJ s:m~.bro..".fi~!d(;1)§n.SAAf!J ~f11(SPJLoo:>.....~,fI~$ANDWltll upl1fJl1 frDgn>IIIf'-Fill------------fiI!iiiTi'iJd.liio:Ti -;"j,,-it;"r;iiii-i(tTlW'1Dn#~obbJU.------------------------------~Jnl-..,.,.,.,t.,....t :-11,....------------------1010 ~--~'/~fISP-6J"J COIflj>Q~"JK-",,",fi~1fJ .1XIr....SAND .11111:;:I(~+I)S#i1",iCQ;f1".pu:cC J:rtR;'I:~l;~?iI SILTY $,ANfl -'IUI....--....'....TiilfRAVEL-IDeM ~bbl,..:~:..J II.•Iii I .....co;$..,.Irt.t!.ll.• lid tfl 1000---------71<!E!t!l!!lrtimTTillif·d·nr.n'7'T;.-rr--------------~--------------------l1~i)'iOi:.~.,ii1•.•ij·ij.TtTi"i'O.-,----.-------- I..~~~±l.(:;1/11 :Hnt/r;Q11I"'~"I>rQ.II.fIIl'SllJYSAM!DSP-GPJ/luI••W_II.fl....III .lHNI'SAND r.1 t:;~.:.fiTjTIiiJ .t.fi,,-&!tAiV£L.lifi".1:iJm Wr-t~.IiV$"'_Ir..-1,*H,.rO..",_.fi~"_.HII'$AND iii!'filfAVCL.,EtSP-SPJ~.~~,~~f~~t....H.::..:.:".::'".::...:III:.ClHI=:..:r'::.:......--~__..t:!..L.------------\\!.i]II!!I~.!.IjI'IJ7.0~{m.•:~j.}J.JI[!.::i.T•.:JANI,I fill.~AY~L.-IId..fll4.'£J"'!l!!l f1t~t;'J,q~-:"1btwn.fin.SANa ~t(SMJ~!NTwll,fin.$ILTr SAND. ~i ...~I'·'.~.i._._,_,.RJJ,~_.."•.'j:.~.:~.;,itr().11 SANi)~SiLT._________~~_~~.,"'••I_.J.::.~:.'.I.O~,O.'.(1r.,(J".1.10 ~ II ..,~1 ,,'.~J.,.:....1.!..!~£C;:'fill'II:~?A7tt~~""JI_iiI""":""Ar6~ii,(iii.SAND.iiii --....i lID'CJPiiJJ....J::~tSPJo-lU.,;."'!1;~!:rc=!t,f/~?#.s..tND In':.............-,,. ;+:.rill,'''']~.'.;.T "W1~J ~9TO-------~---~.,Cili!:!l!!:!...T;..".....-.,T.,n...ft·..tnm"",t"TT.'IT".-------------------------------------------------r(i1s1r.",":;n.•r.lic...r-I!f'f/l~.t·,.nITI.Tlrl------------------ -f!.1tSP-GPJV.,.y tNtnU,~.It,fin.,.~111s,~--mSP-GJ'J~,a-ns.,;;'Viii;;,',;;,.tr.vwsw SAND ..iii;~E!Ji!03SAND om!GlfAVCL.1"1.:'01 ,.11OOiI fLlUvTl~.,171 f.a Cobbl.._.-~.-_.. fj(J().... -PROFlLE-$"~"T. :k.l.-Hori,.01Vert.,-,Jd LEGEND OF EARTH MATERIALS LEGEND OF BOR IN G OPERATIONS ~000••&,....UNifiED SOIL CLASSifiCATION MATERIAL SYWaOLS COHSISTENCY CLASSlflCATlON -t Pl_l1li..,lIutIo.ftOURY BORING PfNETftATIDN TUT Awo~8:'~?2gQ'·'·Pt OH ICH IIIH OL CL IML SC I SM I SP I SW (ie I (iM I(iP I GW fOR SOILS .......,ioa.N..~"'"~~:-I ~=,.~~..wa__~1 c~.'._llho..OOPool.8 --.........JlArc..IT6-TO......a,I........_........>II~Q ..._O<vool&-Ac........t'"$1_'...".....,.r..1 ...""~-I-N...ftlallo1'lltlD WIL L•••U.....1Ul;l1....~..........~I_III.I_.~.""''''IO''''''''.8f..............~_~lis..t ..1M~ioI ~---~_...,.~~.....-lbf __ ."'".........-..""r..................,..''-'1.*.......4.11...."'l1li_"'_let ~".""--,i--~'=i._.....-..I (MIiN'e ...~"!..:::::,.I4..»I....,m-IlD-"-Io:wloot llrl do..."\lbtJQI.~Si••~......I...,. UiO ~~MOFFATT a NICHOL ENGINEERS...--CI-'v..,I•••w.,..II _......0--''''~..:.""".,.....-,.--.t"~"""Q••Ullf.c.411Oll~ITUI&5-........,...,..\.......~:~i-Js-1........IfO.._~;II-.....e...i:....~n.."_•••,....i~·,.~P:r........1."f!JJ~m-I·ICI l.e_Slfl ~_OQI".l~_.......lllai....1010 I"4~-srREEr 8RIOGE~:~~-lIi .........._.'"~CJ<II""CI --liIIitf c·Con••,,,.,,,,,,•3~I; ~......ca......",.................................,.....!I$oMfol.,.1Bu...-lJ -pit .-Ok..,...-~I.'..-.'•.-.1 ~:h ACROSS CUCAMONGA CHAIl~~L......~..~...............,........III.,...4 ..,..-1iI-»,--'.....,otltl 1'£0__1,...i1e.--(;eft....~......"......~I.~"'...Ie •••--.*_..,.1..........'YtI..."'It.........'"T-Trl.......-ll8tI .-~__IIi .....I'-t~H....1 r=r::~r1 ::;.~=-EEl msnrllllOl'1--•-10 Donoe .....••~.'e-.........----~--..-..~:~LOG'·OF ..TE-ST--80RING~·:-ijI IltIJ_,ocIlFl-lii:;.'-->10 w.,_v.,~o ."'-.-..-~..lilt LQt ~.AHl,.f ~..,T"TI'"~11"......I.....al.••ffjSltIJ."".,MIl UK.&TI"l-.,,&ru.-.~.t,(l~fl.UI' Ir.II ..,A.L.5.,~.",..01-~~~OIl'••~·A.rShQ.n•C:j...I'I~I,.."..ftt....~.......,..&..1........lilll!f;........,i.N.....•..,o.,-n_.&1 OJ"L'LO'.'IO.'.....tIMIU.II..,,._I~"".J.L.I • L_ "..~....._tl"..___1•..,r.leoI,....1,.......l1li....."I. MOrr...n •/lCICHOL.(N'I/IC[(Il'I U.S.NN.Y IHGNEEIt DlSTlICJ'C III U,lIlHIUlIlt ASSOCIArU LOS ANGEUS LOHI n"'M -SA"IUNUOINO COlI'S Of ENGNEEIS lIIIlCio:G ''1>S"'NTA "'/IC ...RIVER IlASIN,C...LlfORNI....-CUC.....O/ICGA CREEK,S"'N IER/IC"'ROINO COUNTY llIAWM IYt CUCAMONGA CREEK CHANNEL................,...ONTARIO AIRPORT TO FOOTHILL BLVD.II!"~"•.'~~"crE~~o:P.-:'i-c "=IT~I~p'-- ~:&1·;~~.,;:.~""FOURTH STREET BRIDGE,-I--r--I-- "--tI --LOG OF TEST BORINGS CIT1 0'ONTARIO -~CIT1 0'R",/ICCHO CUCAlIIONtOA SAN UIlNAltOINO COUNT'f IT.-----~SI&T .lPPROVlO Oc¢_6,.,.~(.,11 0 C II E UING IATtS .l"'/lQvlO a·H "7,4,fLOOD COUItOL DISTRICT ------BRI·~ ~;,......PL'...-.:.c..~t'O r~-t.iJL VPRov<r,-I'/~I"..1 AlT'lia'iAl.'__________.lftC.NO.DACW Of·.D-....QQ!L Of ~H~"l"!:C.'"C.I"~Uu.."~/-:;:7""'.~~.DlSTlllCI'fU NO.Z41l117 5 CITvII...iii "-:(,,"000 (O~aOl 'OC""'.'".r---.It.-...·-----O""E,19 J"'N.15 -a-(T ..~,..[h Itt! ,;1'1",--::/U ,-75" 400 i VC --~--~:-. f -~ -·-~_'·~n.__~_..__•......_...'n .n__~--__--_..~_•.....__n n'".~,.......~_ 6000 PROFILE to 20 _ ~I ~I~l~~I~~Il~~I~01 ,,\."I~\Sll -.;,,;!..'-ll"t-~I~{~l~~19 ~I~===:::--cli:I===========::::::::========........J1 ...:...:Q:.i2L&.__'1)1-::r=*~-0.5/% _.I d~+1.71 ~.-.=o... ,....,-~---_..._------- I I IEVlSlONS 00 GENERAL NOTES 1oI0"ATT a NICI10L.[N;IN[f.RS U.S.AJ.MY ENGINEEI DISTRICT C 101 [N;INURING ASSOCIATES lOS ANGELES LONG n:ACH -SAN URNUOINO CORPS Of ENGINEERS C~'IQn Spul!ica;/onJ:AASHTO Standarcl Speclfll:otlons Dated 1~77 AI --3!.)f),olemented 8u State OfCall forma 8f1dQe PlonnmQ And De'lon Manual.can5fruc,!,l~~/s,r~~~~~;/'?:~J~~:';~/~C~~~-~~1~~~~~/,..1:~;;~~E?~";~:~r.Cra~"e~-_."......,..,.,."/.",...",,."...._"".._.r...,.}""''oliff'_..."h"'\oII"'11ioIf .............·,'YJ..._1',V,,('IwI, ~Ive Lqaui!?9':H.S ?p~7~_~n_,!t-./ferr]q(lve r..oncr~Te,._(Excepl l"'fejlr~:~~Q,.:..,OnC~~Te J.i,.:C1 !-loy .r.omp'~~SlvS .JTrengrn (r c;=3e50 p31. r:ervlCe LOaeJ :;'f~S~S ceck .5iab.----------------f~·ICOO pJ/. For All Oth~f,J_------------fc =1300 PSI,All Concrete Camefs Shall 8~Chamfered ' Reinforcement:Sholl Be ASTM .4615 BraG'1!GO S~rvlce Load Sffe!:~, .r ...J"r::/;r.A,.r..!!~""I1"".,~::",_r.,/-:;~X~z.:.:-------------~:~~;:;~~'.'n.Jr "11 VIIJf;r~T;'-:;r,..V V (-';'1,~ "--Embedmenf -The Minimum ConereteCove;5lio/1 Be ~Un/c$3 Otherwise 5J7~~'?_Or?Lhc i;IOf?S 0,.c.ppro'!yd,,81d II);Cngll7o/...?p~lqeJ 117 . ~OJpc~nr /!~~nrarcI!:!g cors .;JflO~1 Of]':;JP99.e~~a.:.,TrJ!Mln.~ml'm . QI${o(?~e t:)~rt'(e;.n ;)To99~req :JplI,ceJ ~nqll tJ~In~!...er)grn ,,!~u!r~ rpr A !.opp~eJ ")PII~~In....,~.a'"UngJi1 or Loppef1 JPllceJ ~all & As Falfo.wJ Excepr When OthefN/~~'&7cwl)..•_,n _. I-R~mforclrz9 BO/J laAndStr!aller 45 DlometerJ Of_Smalfer oar.Shown RemforCJiia DOfS '91110Af'ld~/'----~O O,om~terJ Of~oll~r 80r Shown___,.,.___r __._• 1'/!JtreJJJF/9 Not!J,'S~~ShedfJ.R2-~5- Foundat'Yf!/·?S~~9!.?,~~a..o~~'!_Pr7A Co...f.jl).qqt~o.:~.{I!v~j.,~~!J0{i ~R.eR.,9rt,,~lvtoore ¢robe;; r..P':!~Vfflr.fj :.n!l'nr::er:J,.r'on_u ~CC?'-0.9.!E.'-.'{t ~1.~CCf...J.wlCJn~~II (.:1 10 .~IfOWOOliJ exOrtng I"'r~"ur~(~lJVV 1..05/,71'iT.- ---Ddlum J Coordinate Control.- -Cbhformo (J"d Zon~G--------- f3e.'1cl:Mo,k:I~'~1/'Ol'PJP~Q,e Ff Aboi'~Ground .A.nd Stotr~~d 'USCe-t970·--.---_.-CUC-/9 -L,A',OIST,JOO!f w~st Of Hellman Ave'l 7'South Of ~GTHStr~dl On Top OfCo,t Side Of€os!l.e'(~3.5 ff.south Of IKeep Off'Sl9nE/~v.1057.5£4 NA 1ge9 Oatum - for Deck PloCJ179 Notes See Sheet Bo-a __Jor lIti//I!!O;>~l7iny /lo/~,J 5~e Shut BO-~ ELEVATION o 10 20 ----==;;;;;; Abut.eAbut., ~.....rrA. --------+cDH,-_Z ~Sl-iaT__~_~BR2-1 S/'fC.NO.DACW09.J:L ..Mil Of DlSTRlCT fU NO.Z4 8 178 \6 CAlf,n JAN 15 R£V}f,Sl-iEfTS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. HELLMAN AVENUE BRIDGE GENERAL PLAN AND ELEVATION A.K.J II.R.N. 0fSI(;IG IT.SANTA ANA RIVER BASIN,CALlfORN IA CUCAMONGA CREEK.SAN BERNARDINO COUNTY ~.. .SAN llERNARDINO COUNTY fLOOD CONTROL OI$TRICT~~,j1L·r·-~~.p.-;J7,,;;.~_ .- "'OHATT S NiCI10l,[NGINEERS C"ENGINEERING ASSOCIATES rV ·;"":-I':....<AC·.1~1.: -FOIl ri-tr ..~..,nCT EOjr.,.OjEU c..a 60 PLAN DI020 40=S==S= ..~~'._-~---._-".-.... 16:'(Tot.6) lIa",1°-0•• CORNER DETAIL ® o I($__ --- SECTION REVISIONS cd9~OfOeck 3,.-·i'-O~• CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. HELLMAN AVENUE BRIDGE ABUTMENTS o I MOfFATT.NICHOL,£N~N£US U.S.ARMY ENGINEfl otSllUCT C II £NGINHRING ASSOCIATU lOS ANGELES LONG lEACH -SAN It.RHARDIHO CORPS OF ENGINEElS ~O11 SANTA ANA RIVER BASIN,CALIFORNIAA.K.J CUCAMONGA CREEK,SAN BERNARDINO COUNTY llUwN 01. c.vR. .oe\UlI..... TYP!CAL ABUTMENT 11'-.1'-1)-• •. '6'3 (ToI8) SAN eERNAROINO COUNT't AI'I'RO~~--~$I1E£T FLOOD CONT ROL DISTRICT I :--::::-:::"~::::::;;;~;:::;;:;::>:::::::=:!""""~-k~::;::;::;;~COiOi<It~---~tI~-~~IilQQI::!!__~BR 2-2"PPROV[O /.IE HH.!.~Of'Sl'Ec.NO.OACW 09·_12_~Q9!.L 6 DISTRICT fU NO.Z4 8179_oATE,19 JAN 1:1 $I1E1:TS DETAIL __© ID II~ -~~~--------------~~~---------~------..._-~-----~------ CITY 0'RANCHO CUCAMONGA "PPIIOV[O a-?c;.1'1.§ r""""-:----~-,--.----------------...1.--10f p---'1 (N \f(M BACK fACE REINF.SHOwN MOffATT 80 NICHOL,ENGINEERS C M ENGINEERING ASSOCIATES '5a II. PLANS o II'< ABUTMENT 2 O!- ABUTMENT ABUTMENT ELEVATION ABUTMENT I SHOWN ABUTMENT 2 OPPOSITE HAND t..7 w -·~"rv--~7_u-------.:...-r;:--. •:~;~~.:~ili~j·!rT fRONT fACE REINF.SHowN t RIght ~Cucamonga Cuek flow Abu/ma7/I IuPslr~om1Abutm~nt 2 734'007 y r;r'/,., -.::"--I --~1UP,1=l1 I 11K.A IiX'B .loc..C.11)(0 ---_....riO :-,,.0 +16 ,---11M ,.'IA=~.I1X n_-/JXJ 11X''1';;ifL )I~M ~If"~4 f4(j/2N,(0 _.-- !T!!II:!I.!I , 4·f ')r -'63 . {'!rCon~irucll()f7 Jomt lI..¥3~~Sh~~t 80·(Weakened Plane JomfJ #IO@IS·16~/e'~c.- 'e fJ<ponJ/Of'I Jom f ¢W~pho/~,See Sheet (Water5tof See 130'''/'- Ql~---f4@/e'___l)------ ~!V neet8D"~-. ......'-:-'IIO@15'L.--'~~/e'~T%Oi ,wtlng{(fJ IOE/.52 -' eeva onJ rc)IOC4./0 ~p,j "" t I -Itr(Ie'I'",rl 7/§'I -l>Jrvn5treom--- -NOTe: I II' I -!iI r--~------~~---~---~----"---..-----~-----_.---~---._~~-----.--------~------.-"--.--"------~-~-"--------r..... Ii r----.-. Ii! ,J:CR A8UrMENT I CONTI,l"JUATION-SEE 5H E!ra;;";R;';e"""·-"'e'- ISIRDER SEAT ELEVATIONS I le,roer IA}J.Jt.I I Abut.e I I A I 38.94 I 59.14 I I B r 39.04 I 39.23 1 C 39.f4 39.33 39.43 39.31 39.31 39.49 39.68 39.58 39.85 L 39,82 39.79 y r 39.41 39.63 N 39.92 39.76 v P 39.96 39.73 R 40.0/:39.66 Q 40.00 39.10 u M 39.87 39.77 w X HELLMAN AVENUE BRIDGE ABUTMENTS REVISIONS CUCAMONCA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. -G 39.;0 39.73 -·-H 39.61 39.19 [J.I 39.70 I 39.80 ] K.39.7~39.80 I e I A/'I fVI I ~o.<:o I I ;I ;:;;I ;;:;;I ~n,SANTA ANA RIVER eASIN,CALIfORNIA A.K.J CUCAt.lONGA CREER,SAN eERNAROINO COUNTY c.vR. t.lOffATT ~NICHOL,ENGINEERS V.S.AJ,My ~GlNEEIt OlsalO C If ENGINEERING ASSOCIATES LOS ANGELES LONG BEACH -SAN BERNAROlfCO CORPS OF ENGINEElS ._r effie!".,r--'"ii4 f!!!I-_~'_l ~"--'·LOf./out LIIi,-~I ;;c~N01~~. ~II Inl flIIIIj/ ,)(:')_..-...11/r -Jfem 1"93 ConSfrucfea I Y! dS \73Gt-OO·---- 1L~(I flON t Right (ClJcomogo Cre~k. 735t-00 I Downs/ream Abutment e BACt<FACE REINE SHOW i~rronSJt1on,Wan I.(0 i.~i5~O' I :;-",)ne~r II (~)L·15"'0-r.----- I .I ..-ChOnnerc.L.fence· 1/I "".•__-'"'__I..~'I--~IR~~~~~9~I II ---r---L~I I I fliJr.44"F~---(IlIn~1.A4- ~7A1bW ~~/(ii;ojS.73 . ~5lrt..letJOnJomte~Sh~et 80·/ ABUTMENT WALL OFFSET ·N6t~:--·No Scale I.AbutmentSholl Not Be 8ocl<fll/ed Until Concret~Strength-"-~Hos Reoched f'c·3::;0 pSI.~--f'l9 2.Offset I'dased On Estimated Cef/~ctlon Of Wall StemAflerIti,Ooclcfi/ied,IfActual (jd/~ctton or Wall stem /3 Olfferent Than The Offset 5hcwn Th~n The amier Length Shall Be ChonQ~C/Accordmgly j Aou7ment Sholl 8,8ocl<fJll~dTcA Level Ie'8dow 8~Cii7ti9- ..ej~vqte:?I}~J3~for~Placm9 r3lfd~J.. lIO"An Ito NICHOL,ENGINEERS C II UIGINHRING ASSOCIATES ('.-/cr ~-'i.~ci..,,-,rill ~-"~~~~~:""'-~~LFORTH(ARcHITEeT t~c-.I~[[A ~ Ii IiIf PLANS ~"'"'F··--""'l·;=..r;--.~..r':';- ~/!S"!!,'~D"•4 01... ABUTMENT ELEVATION ABUTMENT Z ABUTMENT \7 (j.":.r;r 01..- ABUTMENT Ne.CornerShown51¥.ABUTMENT I SHOWN ABUTMENT 2 OPPOSITE HAND -Cerner Smdor Cham Lmk Fenc~ On RrJiSed ;A,but.80cJc . ~Ed9'Of Dr!CK ---fiil I\X -·/iX ~tix"fiX'".llX'I .,Jlk'u ·)lxV ·)IXW )ll(K-.ji!i?h-:'I- I !I T 0- I I I !t ,t T '---t4@/e CIII!!4.f S Jt,. f6@/e"#5@1i!'~j---Weakened Plane Jomts f'1@/e'--.- -f4@/~Vi'EJ:./YJ.f1$IOiweepho/es See Sheet ·Jant W/#Jler top80-1 .....#IO@IS' 5eo 'e<tBD/(,5~.I/O@15 •OJltX3.7e To Of tl'~(2J102/.97 el~va;~J{,~1 '0 I f ((12'7J1J'i'\.!'l Z~/ie(Jm . ..mlment I __0••_. NOTE: For Bear/rig Scat !/evaflons5~e iab/e ThIS $7ed Fpr TIJPIC9i.Abutmenf 5~c/lon.5!~Sn~~'fjRe·e elevotlon5 Shown At 8~artnQS Ar~ TOf)Of(or;cret~At '8~arJna ~ 'c/evalJans A.t Abutm~t 'Shorvn Thus ------Abutm~nt I Elevatton,.~-...~~ Abulmmt c E!~!I(JtlonJ ,.. FRONT FACE REINF.SHOW If ,,"'-r-t;1-- )iVM 5.e.Corn~r 5hewn N.w.Corner SImi/or --.. HVISIONS ----_.__.._~---~---_...~- CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. HELLMAN AVENUE BRIDGE DECK SECTION AND FRAMING PLANR.tl A.K.J. c.v~ "OHAn a ,.ICHOL,EN(iINHRS U.S.AJ.MY ENGINEEIt DISTRICT C ..ENGINEERING 45S0"ATE$LOS ANGELES LONG BEACH -$AN IERNARDINO CORPS OF ENGINEERS llUI(;Mtuy,SANTA ANA RIVER BASIN,CALIFORNIA CUCA..ONGA CREEK,SAN BE.RNARDINO COUNTY ._------. o I"'RoS SAN sERNARDINO COUNTY !iUtlII\II!fD IY,Yti\lo._SHEET FLOOD C9NT ROL DISTRiCT I -:-:--.;.---:.:-::;;----;.E·a.;~~:::::::=~""""'~k~::;:;:::·~~~-~-~I~iK.-~BR2-4"PPR'lVED~lif1....7')00 OFSPEc.NO.DACW 09·---..__11 6 DISTRICT FU NO.24a,aI DATE,79 JAN IS SHEfTSrO~TROl t~GINEt ,cxponslon TYPICAL BEARING LAYOUT PLAN 0-0 II~·1.'-0" oJ •!"iii..... CITY OF RAr-ICHO CUCAMONGA VPRQ"Ea /Z-;'''Ii'.§. ~2.J'A'J ,..0 FATT a NICHOL •.EN(iIN[[RS C ..ENGINHR1NG ASSOCIATES ';;rL "r-1~<.--:£...,.;,.;,! ~O/t TH!!"IlI;HITI!CT t~G,~[[1I en!! o,......... :Ii DOl'rdJ @Depre,sedKeys--------I--~ ".......- -~---'--f.olrder.s -f .B~rm9 Abul.2 ~ck ,t(emforcmg Shaii Be P/oc~d nrpend/cuiar And Faraiiel To (3/rders ~~~ Ddati 11715 Shee; Note; DECK REINFORCING PLAN No St:a/e ,.-~...'""""'"~~.',.._._~...~.'.,""~__~_...u~_~~.~~_~.,_,.~..__,.,.,..,~.~.",~,~_~~_.'~""~_'~_~"'__'.__....._.'_._~_J,. I p PRESTRESSING NOTES Wher~ F$.C •Ter'IJI/~~rtJS In Pre~tr~SStn9~/Just Pnor To Re/eoJe (In 1<'1)',J ·TenJI/~Str~JS In Pr~Jtr~$SlngStu/!then 5trond5 t-.Ar~Inltlolly TenSIoned (In IcJU •Time 8~tK~n I,."tlal T~SIMtf7a ArY1 5tmr;dR~/iOi~-flhHours)------~---- ~.Jf In NO C05~5ho1l TM.hc.A:Jnq .5fre"~'~ed eo3lm, 4.After lit/ta$~r,~~L()I'X~T~~/-n LO$$In Sf;;JS in r,:"e Prefer1· 410nln;~tttl OJ~To J'~~~A"'rd Si;rir;Jc~=Of COtic'Jfc fiOJIIC C:ornpr~'JIOl7 Of COl1cr~e And ~elaxat;of;0,St~~1 S;"oll ~eo,"Jld~r~·To a~4-8 k5/~R~5Ultlr,g It'A ,r;v,'flJ;;iiI19 tVctk.lng $Irt"Cf IJ3 Jc.si. 3 tprkin'}forc.~(fft;h.aii &ConJ!dered.[0 ~rn~Force tr.~fT}O/n.mg in TIJ.~/ter,enslonll]').:Jt.e~1 ~ft.:r TI)~?oJ$~s_,\QtM 1OQY~_~'!V?!I ,!T(Jer f.Q.$5t$,~!'Or TO Tn~.."J;Jfem or ""~Jrr~"1n9t1a~(Yen /otc'(lae~~or.. ~.TIi~Totol J1iOrk",o fON:~RMWfffl P.!r (J,rdu I~A Fun,.f,,·..,·.,Of T&OIJlr;n,~'B~f*-ier:-rh~C~f~r C/'?3roit"iftJCi'fh;·--Pr~$trN",no ~~~rA~M,'d·xon And-rli!Soll'orn 7 :,1'·,-/-;t--SIr"'.1trA,5hc"n~eelcw'.------- 1)(/I ,R.~.'Ir~d PI'.i~.H'f"'n"~-"-,<;pSJ~'558,0.<'IP1,;11 58/.0 /(IP! 7.PJ..~Jt~1p"i'!.lf.-JSlt~j._~'7E~~:~d_81.~~e:.'~q~t1__f.!(i/;..~?'.\'}I,:?er ntI""'Tlr.Jlnr:Cl "t,..QF/''fJr:::",vr:.:;rr-:ngrn 'rr;;u '.IT 'I I:>U ,:;;::,a 61ro~r r;cn(f~t:Shr;11 Hai'~A Minimum ~8 OOiJ (O"'r'or!JSiV~-:Jtr~"9th (Fe)Cf'-lisa pSI.• J e,.~r .S~ff'!ft .5/701/8!COJl Stm'oM 10.*-r!;.~A'!1~~iir.COf1Jlrv.ct.!o,~:.-~i7oJi B~IJ~:~-m~r:.~(/Cl.Y r;,~r..onuocror Ana Il.pprovea 11'1 Ine (.onfrOCftng Ufflcer: -1,·-~rtJ'D':191'1 5,;'0#(7 O,II"J Th~St Plans II Cp;ttJ.on The use Of Prtfe."J/on:c1 ,"r~:lrtJ:Ir:g 5/~~/,"-'~I ro T?!~AffP,-o"~1·of'The e"'g,netr:r.~,Conf/"()C'5:,1.Aoy rJ ",Vlfj!An Af~r;()f~C~6'1"'n do~~r.;,~Us~Of rw-!f~r~r':lot"i!d Pr~$tr~$SlliQSrttlcren'1ar/otlon:/,11 Tli~Pr~/et'Slon~,~1~fhod ~o,,,rf. ~i7..!4treufil9 Sf~~;Shail ConfOrm ro AJr.i."J(A·"/~·74,(JrorJ~ 1::1'..1 3.Th~Ten$ll~Jr~JI in .",~Pr~~tr~~jtna .5/~~1 JU!t Pl'Il"Jr Tn,t;e/MSe 57all-S~la1 Ie!/.-rhl-!~-5t~jj-MOU-d~Drlirmin!'rt!Yom T~FoJlowlr.a R~/ofJor.JI7/D_---~--------.,------_orr ,.1'1••_I:l'.t=•\., F$lfI'SJ /1-~La't I.."wVIJ -oJ I t BearinqI~ I____I ~-TIIfillef=--J ISil~ I .J Of Girdu Prior Ta Placing Dec~ Nor!5: ~!laf~;,.t!;&/~~Ao;~~/£~,;~i:P:''lT;;%:/'Jttn9 5,..n;,mf;.:,.yAii';;'··~;;(·-··.,I-··-··~.•.• TJMM/;'~m;~m'iJ.,;j;,.;"-;...'SMA...f ...Mn ~,Mf'~r'1d:ip~9!ttljPdj,tj.yP1)~~~~~0!~ 'S·/5 M~1S!H~~'j Sc(,;;een railers 01'AdjCUl"it 5frorl':is, Approval /$R~Ulr~d for 'Xf'IOfIOI? "~SpanirBoftom ofOed. I---.L o III 1 I!!"""'C:~ { "--Top , ~8~aring 1 ____ .----r-----I I 1 ~~I I CLEARANCE FOR PRETENSIONED STRANDS Fillet Sise -fr Ii5r:}~11S.ocxe PermJ/t~I 1 Nlrnm '6rxps ,----:_~i I "j I I It~i l~+=-------/Hg""~I::::I I I I. SECTiON a-a 1,4"·1'-0" ELEVATION o I...- o---- ,YOTE o.~cm9.Poo,-Io..O~P/O,~~t ~O,!,~~SlopeA't:orrOfn '.,If ~/fa~r,t /-"Orall~1 TO !5Jrr';krs, And L~v~1 P~rp~ndlc()lorTo GlrOerJ, "-it-- II, II II ot'5i ___ SECTiON A-A II'"I 1"0" ,'~7',n -I y6 '--I ConI '".ot '1l ...t.e:-2 #5 x II ConI.+f------r~~i -..__ " IT -J:.t-*5 Stirrups x I r I~I ..3'-6'_-~I 11~H-'4xl (TotolG) ~l It\:::..I --4-#4~'I.,nm @," I IILL!'1 (To/vI 32 foc/;End12-"'6~L ---rl",i I toe/;Girder) ..L ,L;:.~==;;::l;:J..J II II J./'\L\'--4t ~Con,. "4 ~LJ Conf.~./'""--?_#z;./....,-"'-- F DETAIL In.i'rO·o III I I--= c BEARING PAD 1i..·.·~O·li4 lIZ ilt GIRDER DEFLECTION DIAGRAM "~".,~;' I T .......1 UVISIONS MOHATT •NICHOL,ENGINEUS U.S.N,MY fNGNffi OI$TllCT -C III ENGINHRING ASSOCIAT!S LOS ANGfLU LON;lUCK -SAN URNAROINO COlrs Of fNGlNffiS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. HELLMAN AVENUE BRIDGE GIRDERS 8.L 13.L C.v!? _n.,SANTA ANA RIVER BASIN,CALIFORNIA CIICA"ONGA CREEK,SAN BERNARDINO COUNTY loIOf"ATT II NICHOL,ENGINEERS C"ENGINEERING AuatlATES 5AN BERNARDINO (;OUNTY IV.---___-=-;u. :.rK.NO.OA(;wQ9·1.!._•Qil!l ~lIl(;TfUNO.241112 DAlE,rg JAN 15 i I _To (fib 51.", -P'-..JN-5c~/.-i'6·4d 8-402+ \ .., / -NOT£- £/,tWtiotu obftlintd from fopggrflpNC p!1ln. No fI"(NIn'w~t,r .nCOllllt~,d. I 'tI LEGEND OF EARTH MATERIALS LEGEND OF BORING OPERATIONS i NOO.",.•••UNlfle:D SOIL CLASSifiCATION MAHJIlIAL SnuOLS e<:MSlSTfHCY CLASSlflCATION -t 1'kIoI~..,......"OTAIlY 101liNe 'U!TIlATION TUT __~L~"T'J>t <»t Ielf IMH 01.ICL IML se I SM I SP ISW ,ei'M I&P 11M .-...'Olt SOILS 8 -..,...w.,L<>oeII...N.~....JlA....,T.·TO~I";~~>';,':.:.."j ':;..::::[;'''''.....-..••N..."""Ofv-II-*p...::.=.-:'._...-_.........._.,..".....1.,....1Ilf__-'1tiN~*t..ClVll...............~..........~....t....~-~"'H~"8IIIIII""ar....,•....,.....~...~II~&111--..i---~_"".,~-r--.we-.....,...4.....,tw--*_.lt.__.............~-,,_I.t Ca/Ieei••lltJ '-eIlJ 1"l.Ia.lI $tI --,I-MOFFAtT a NICHOL ENGINEERS~.....~~"""'"S'''~''''''l'''''''.....~r:-~l....._.....1_-......·_-._.....,Jj.6 51011e 0,'v.,I••••v.,-.I'-..............-..---,.-.....1'~'='=:.... ~a..t....rur..~Tl.&,...........•f......t~~~1...........Ill.-...•~II ....-"'i':'-....................!.-rr.-,...IJtifI IB-"10 Le.....,.~_......'I _.M".....tllli,..110 I"~~~HELI:.MAN AVENUE BRIDGEI.i<'JI-.----.Iliff I ........c·tleoIIi"II.~ __Ill ~;.,........c............_A4It1'...~......_115Ift4t ...m~[J roof"".·01......_~-l'....,""'ACROSS CUCAMONGA CHANNEL~....Ill·....,..,....",Itt...·6.....fa,iii......."......-11·)1 c_v..,..'If I'~I""'~,-een__III_..-... It'~If ~.....·M........&IIiIl......y~...tl........'l ........-._i..........;..::--••",.0-....'_ f·f....._~.~I:1:....1:I~r=~·F1 :=;.·~=EFI m~"".·10 -""....---.....~LOG OF TEST BORINGSIt~0IIfr -....._..LDt ......rU~....,...'I"fl.-1,-->1'0 Vtf',_v...,....o ."..~,......I-;I mSIIIJ~"....L..IIU,TIM I.t..n.t.........,ofItt ,-t,,*,~.AI.s.+lJ.....1'-til"/1.~:...U'~~L"1--....,..re:,:DIll 11_',.....•u.!:~n.ttM •..,...............................'...................,..,,,.,U 'hili'LK"aH'~fl...................,,.....-..."-_~,.........M._hiIIl MOffATT •III'C"O\..[NIlN[UI Yo S.»..MY ENGNUIl Dl$TtlCT C I'[NIUIUlliN.AS.OCI...nl LOS ANGfUS LOIfI SUCH -......ll'UIAJlIWIO (DIn Of EHGNfSS _nI S"'NTA "'N'"RIYElI BASIN,C...LlfORNI... CUC.....ONGA CII[[IC,S"'N IEIIN"'ROINO COUNTY .';If j rl fLOOO CONTItOL DISTIIICT ''',.llQv[1./,..1. _wMlf, If. CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. HELLMAN AVENUE BRIDGE LOG OF TEST BORINGS Sl'EC.HO.OoIrICw0'9.•__lL Dl5TlIICT flI HO.2 48 I a3 DATE.n JAN.15 BR2-60/1 6 St&IS ...,...~-~-----~-~~'.'.~'~~'._'-~--.-'~~~_••""T~~~'-. \ WCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD.c.vi'. worrATT a I'iICHOL.ENGINEERS U.S.Al.MY ENGINEEl DtSTi.1CT C w (NGII'i[[RlI'G ASS<XIAns LOS ANGEUS LONG BtACH -SAN BtRNAROIND COlf'S O'ENGINEElS ~n,SANTA ANA RIVER BASIN.CALIFORNIA A.K.)CUCAMONGA CREEK,SAN BERNAROINO COUNTY GENERAL NOTES i~ONT,N'J_~'·Fii-i._~~-::.--c 1:l°W.oJ n'\.-....l_-'--1--' REVISIONS D~S!9nSf.~cdkQtJ()ns:AASHTO 5tondorri s.-~!f!Cotlon5 D'2fed 1977 By Stole Of CallfornlQ &1098 P/onnlng And O~sl9n Mortual. Cotistr~~J~~12 ~i>!?~P?llei}~;'·L-_Ifff:t!JJt0~CA..C~Op·79-B.~O_OQ;?I _qt.lco!!,r'~O Q-eek Channe~ Vfll'-lrt'J I'1JrpfTr 10 ro()rmll OIV(J"-~rxrnaram()VJunrljl r.QflTormo, !...IV~Loacimq:H320~44 And Alt~mafl.",~ Concrete;,(E)(~/ot Prestr~5sed Coneret!) ed 0":1 COmR'eJ$iV~'Sfr~l'gth (Pc)=3eso p5/,Serv!c-~!-OCJO st!ess~s Deck.5lob -------_-_fc •lroo pSI. for All Others--------fie •1300 pSI. ~AII cxpo;ecl COncrd~CorMr3 3haii O~Chal11r~r~d Remforcement..Shall Be ASTM AGl5 Grade 60~/ceLoad .str~~Je,$---- D~ck 5/ab---~:...-_Js •roooo f)~1 _ForA/I Others --------f~•e40oo:O"!mb~dm~nt·rh~Minimum Concrete Cov~r Shall 8e e'Un/~"oth~rt¥/~~Shown.' ~-Vnle~'0IhUW/J4.5bowI1011The ?Ian~.ol"ApprOV4o i3V Th4 ~11'71iuer; 5pi/C4S /n AdJ/;cenf.e4i'nforcI119 !'an 5hjjj/Be 5to994nd.Tnt:Mi/lI'm"m __.j)/~fiii1c~.odtW4~n 5fo9';U4d 5p/ic45'5bo/!l5e Th~-L4nglh R4r;,,/rt:d r~r .,'r:ilf:lpp!?d 5p/ic~In a B:;t:L~t:I;I;'-CY LOPP40 Sp!lces 51;:;-/1 /3e 4;f'b!OW$. bci!pt-Wl;in O/ht:rw/H !Shown On /,10';'$:.,' ~einforc;nq /Jars '8 And Smaller;:;.--=:--4SOiam4la,or Sm:;lkr !3or Join4o Rdnfordn'9 !3or5 ,#~"iO Am/fJ//----GO Diomdu,01'5mailereQr.lailud -----~--.-.-.------Rt:(;~,:- IJ..'"....._nlll DI 4 ".OT-IiT ...II 10 t..- FOfJt7ciafr'on Oe"9n:oQsed On rot/ndol/on Inv4s!l9alion R4port lJv /(oore'Taber; C:on,uINn9 fnginea,And 640109/,13,Ooled ';"174 0 I~la.. AII0J:V0h/~o40rin~F'n~'''r4--~-'::'':''~i500 Lb~/59 Ff DaflJm 'Coord/nQle Ci?nlro!: Co/Horn/o Grid Zon4 r; _.~lXiiCh /tfarlr Oes,,;pllon'~., 1'4'Iron Pipe aUI Above Ground And 5fomp4d 'U5C~-1!J70-CCJC-IS-l.A'h~t' ------300ft W~sf 0;liel/man AV4.J 75ft 50ldll 01'1..5/xlll 51J 0/1 lOp OI'The ca,t Sit4 01'Th~e:;~/L~r~4 3~fl Soulh (Yo IKeep O?rJJS/gn.e/el',·i05~5U NA /fU,Datum. For Oed ?!r7C1n9 N(J/~5 !S4!!Shut eo-e· __.For (JIII/ly 0lunin.?,1Yo/~~5e1!Sh~d CD-3 t"-..I 1.~ I _t!9 ~!~ i-I'D::~\? """'iL=-----L ~/.-=0,1. ..<--A_pprooch Slob-:-;--eeeSh~et 80-/ ..... \lr-----}te'&ponJ'on Jomts In Barner @ Mld-Spon 'fJp.__See Sh~~t BO-4 '" .0d ('*,(/ PLAN PROFILE BOO'V.C. ELEVATiON o 10 lOfIIIjj- o 'to 2.0,..,...------= 8 ,,4,pproach Sloo---:---:-see Sheet 80-/--- 48'6"Meta/Beam fJuard ROIling r,'dp: 4 P/o~5)3e~Sn~t'110;;./5- K~/a/"~am Gf./ard .e'ol/ Anchoroge.5~~Shut 80-4 I:I t G TH STReET ;'0.5% ....- , .Io~, ~ 1"'\1~II() t()<l's:1~'iJ1~ J SIXTH STREET BRIDGE' GENERAL PLAN AND ELEVATION SAN etRNAROINO COUNTY SUIlMlrnI)11,__---i.rrltO~~,SliE£f fLOOD CONTROL DISTRiCT I -~~-------::::::::-:.:ClIIP;~;:==:::iLiia!3:!+--.._:::;;;:::::::::-==~~~~~..~-~IiiCi@~qBR3-1~PPRO\l ~-I__lil.!.t-50'APPROYJoJ.~~SPEc.NO.DACW09·_t~_..Q.9Jl:-"""'.......,""""~......-...J DISTRICT flll NO.24a,a40DaIiTii0I.u,?iIii£[R -.:;;;-----'DAU,751 ~AN,I~SliEfTS j---- ...t L __ ~-----_.._----------------~----~-~ )II"II-0"o ,•=- TYP!CAL ABUTMENT SECTION ---~------------~-----_._---.----- ee'Lt.,CJ-,onn~I ,//744r 708/ r... ABUTMENT I .-._--~~..-----'-~'---"-'-'----------~-----..---~.-....~_..-'.._---~------_._._----~--_.__._--_._~----.._-----,-_.~----...,..---'--.-----------,- i--Iveaf{en~on.on~f4@lc~I ''t''i''-~-:CS--22l'~~'CXLConsfrucfJO/i-.J2f exp,om/on ..hInt ---I l6@/eN ;bint i rrtet.noles .JOin t ~3~e---:-w/Wo/~~,'op Se~5e~She t 0·/--..IIO@Jo--5hut 80·r~-...SIt~~t ao-;H(!J/ct -.!<?'E,t,opns""....nrCdnMrUcfl""--~~--'--t4 @Ie',------'~_. "wI wo!~rstf!'o JOint·.5ee t &armg --------llO@ I~·S~e Sneef O~L -jhe~f 80-1 I<::)-..,.(Q t6's(Tof:4)":'Gj (Tof.5)0\ , I..:----.',Chol7fidit;'/ 1\, I DETAIL 0 DETAIL ®/\CORNER CORNER ._-,_.. "1·j;.·~O·III"••·~O"D I I ••0 I I ••5 __ e-'---, ---/8~-III /O38'/~]70,0 Of'roclin9 r lOp Of'Foatti79 f(1)1037,50 'IJ2:........,.r.Offs~/l~...-~..-~. (ti103l(I RE':';(:;""..."1'',~':-0~Ev ,.(t)1031.~l Layout t.m~-...-See Not~3 -.-"'I~C:'r¥w!;J ~o-J ..--"~lo~~_D_1 Downstream FRONT fACE REINF.SHOWN BACK fACE REINF.SHOWN Note:.'-I~I-1-..IAbutmentIJ,Abutment Shall Not Be 8a'1tlled UntJ/~:1 --- .~_.---zstr~Qm I II butment 2 ABUTMENT ELEVATION Cancr~t~StrMgth Ho'Rtochea c·32S0p",I TT !Z.cAq-!tment Sholl 8~8ac/dil/ed ToA Level (/!-Z--5tem As Con~tructed JYMIQl I 0fSCIII't10t<S I 01\11 I ..mov~ ABUT.I SHOWN ABUT.2 OPP.HAND 12 ~/ow Ol!Orm9 E!(vof,ons &r~PIOCJf}9 ellO'ers REVISIONS 3/1....(-0'"&.Off~et 1$8aUd On fJtlmoted Od/~tlon ~~01 ..•II "MOHATT a NICHOL,ENlJIN[lRS I u.s.».MY ENGlNfEl OlSTJUcr...Of Wall St:m After If Is Bor.J:.ftlierj,If C M ENlJIN[lRING ASSOCIATU LOS ANGfLES t A.ctual od/ecflon 01 Wall Stem /s LONG SUCH-SAN URNAltOINO COlI'S OF fNGlNffltS RIght OJfkrent Than Th~Cffut Snolfn ,4bov~~.'t'l SANTA ANA RIVER BASIN,ColL1fORNIANoIe:-ThM The Glfder L~ng Ih Shall Be A.XJ CUCAMONGA CREE~,SAN BERNARDINO COUNT" C t Cucamon90 Creek.c/evaftons Shown.Afi3~arliJ95 Ar~lO.f'OI'Chon9ed AccordJl19ly _WIll",CUCAMONGA GREEK CHANNEL 744+007 ~Corr...re/e At (8ronng ONTARIO AIRPORT TO FOOTHILL BLVD. Fiow £/evotlons At Abutment,Are Shown ThuJ C.v.f'. •-(I).AbutmMt /Elevations ,,' ABUTMENT WALL OFFSET ~.Ya SIXTH STREET BRIDGEfB}·A,Iy.Jfment Z E/evalionJ ~8.ABUTMENTS 1 Left MCHATT a NICHOL.ENGINEERS CIT't OF RANCHO CUCAMONGA SAN E1ERNAROINO COUNTY ~.YI -----~SIIE£T ,..ENGINHRINlJ ASSOCIATES &PPI>QVEO /4'"&-,1'7.'lOOO CONTROL DISTRiCT ------......;:;>iiNd --~~~BR3-2 ~~fi">!i',clt;~&PPIlO~1111.1-:i--~--------SI'tC.NO.0Af,;W09·1..La.QQli Of ,.~7.-/J~drt•'-ML'l.J8B't ~~.........'-~TRICf fU NO.24eI es 50iTH!.&.R(....IT£(.T t.~~I~[[A'n.6.TE'l>C£,,...C.tTE,13 ~AN.IS SllEET$-..~r',;/ul-dO •_5 SECTION C-C o I5=- PLAN .-.~-'-~'-"""fP"-'---'-----..-.-',.--- BEARING LAYOUT k--!_ TYPICAL fIxed o A-A I I·\..\..#5 @5~~/;r -- ',~1 ...IL"&...~-lriJ etQuoi S'pOC~.SIII. III SECTION 1/;;L._..J Lr;.':i:J 3 cgIJo;Spoce3 I IIII I'"1'-0- DETAIL o III.....--- •===a SECTION ~'."'1·-0·• CECK .~--_._-----------_.~~--~~--_..-._.~---_.__._--- TYPICAL '0 FRAM IN G PLAN o•I()t5i__......--- /loTe: Add /000'iO ~/ayul/ol1:J Shown. ~/~vat/on~:5Iiown Art;TopOl Declr e/~v,,!/~n~At i G/r(j~r~. ,r--, Ii HVISIONS ."~R":"~O _.:1C~I=Y.'':.?_ OJCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. :-----_~~PECCrD ':ONT_NO.'~EV_':). ..--'·h.Gt\~\!o\w;--==1--1-1---~1 ._---1---1 A.K.J. OUWN aT.eVe liUIGIGIf.SA"ITA ANA RIVER BASIN,CALIfORNIA CUCAWO"lGA CREEK.SAN BERNARDINO COUNTY WO"ATT a NICHOL.ENGINEERS U.S.AJ.MY ENGINEER Dl$Ti.IO C lot [NGINtERI"IG ASSOCIATES LOS ANGELES LONG IUCH -SAN URNARDINO CORPS OF ENGINEERS SYMia. o No 5C"ole 4-'5---\ TRANSVERSE DECK REINFORCING PLAN .3.-'~~'_- -'5~/i'~I :::=--< i.-~rH5Ir~~-,-f_-L....---\'o If.RIY. SIXTH STREET BRIDGE DECK SECTION AND FRAMING PLAN lotOHATT 5 NiCHOL,ENGINEERS CITY OF RANCHO CUCAlolO"lGA SAN BERNARDINO COUNTY ~_IYI --AmIOYWr-_SHEff Clot ENGINEERI"IG ASSOCIATES APPRQv[g /z-z,r.lilT.!!.fLOOO CONTROL DISTRiCT l-_....:..::-::::--:2.,...!:!;;;::2:=~~-.wa-~·~--=::-:;.:.--:..::....:::..:==~~~--=-~~u~-~·~IM~a..-~-qBR3-J ()f'rr ;.~./'"./r/..~-..:d~2'.~'"APPlIov[g I·t:.,.1117.L ---.~_SI'fC.NO.OAe....09·__a.°SF .-l'.....,........,~.....4~ll:L!.!11.t !,4:....~~~-7 •.......,;".~DfSTRlCTfUNO.Z4B/86.....J.t~O:'R..T~~~(~AIlt~...~ITl!['!.T!.:[N~GI~N[~[R:....~DA~awwc~li!!.v~"~IN£![[~R ~Uo!.!__,;_J,.Jij~~CO~NT~OL:[~..~"I:.!Nl'!:~~_DATE;19 JAN.IS SHEU$ ._-',............_'-...~..,..."..".....~__,~"'~~'T,_ I. .PRESTRESSiNG NOTES 3.rh~re":J/~.jrtl!;~,.,Th~PrtJlr~:Slng ~/~tl J!J$l PrIor Tolte/toSt J'lOI/fJ~187,1e:i.Th"Str~$S ,wO'~a,~rtn,ntG~",T:;"~,~lloW'I'''9 l;~/atlol'4l7Ip. '_16 •,...,t;.(F"I~L26.5)I M I.....Ii~"'~...-t.'~~oo -""'.... w~~'$4 11 T!l,,,,I~:J,"tJJ Ir;Pr~$frt$$","'g Stttl Jusf Prior Tojq!/ea$~(It;k.:I) f$J -,ren$I'~Slr~'J In Pr~jtr~$SJngSteel Ith~l7 5/ro,-,d$ Are Inl11011':/T~"slo,'.,e(j (Ir:/(3l)t •Tune &tN~t.,In/fuJI TenSI0I71l'9 ;Aw'?Cl Sfl''Ol1dl;,/:a:~(,:"iiol.Jf')~.Jf In ,'../0 Cos~~II rrrt~)OCk.Jl'9 5fr~,s !x'I!~d eo3It.JJ. 4.After ;;e/~s~[;,~,-ong·r~(''(14o!.S In..s;re'~LnJh~~t~n· ,~om(19 ~ru/()I..I~/0 "'-~~B.MCl ;N",?n;cp9~(Jr.r..onCJ/~~.. ~/o."'c r..OITIpre~'lon !.If"r..oncr~;~.....no kelO,(OTIon f./r ,)re~f5!:a~i &~JJd~(!.d.~r..o .8~4-8 ksi)Rr~..Iltrnq in A ifmiamln9"WOfiCmg ;;rrUJ '.If Ij,IC.II. :5 MYi<ma FCJrC~(PI')jhall &Con.5lder~d To &rn~Force.RemaJr1lna;n Th~-pje/MJ/0f7/na~~~f Afltr Th~LojJ~j Nalt'd,A,ty;,~AtxfAnu Olh~r LO'5t5 P[CI.J!lor To rh~&.IJ/:m Ofp'~Jlre",n9 HOI'~&~n Prcv,d~d For.~ ~4 rli~Totcl ,Jtarkllig forc~R~C1r.Utr~~r ~/rd~rIJ A ,&lv"."IIO/'? Of Ti7~OIJi'rJlIC:8~ti#::n ,he C:nter Of 6rOv!ty 91'Th:IOr~!tf~J'!f?9 5t~~1 Af ,A~1/d·5pOl'And rt;~cortom ~,r.,,~G!!-o~( ,~,5.i7cwn eelc# ~1:~~ulr~d.f}:q,.:z,1f1"J.U IV;;' .,q 435.0 KipS..~N ";J:r ~..~._.;1,;1 T.J;J.II •If.lfi~ 7.P,~!fr~!Jmg St:~L 517011 Not 13~.R~;:o"~(LI,.Jn.hl",Tht iJlro'~r lieu ,A,ttaln~d 1'1 C(;mpr~JJ!V~.5freryrn (FeU OffOOO pSI. "'_14/1ri,.,.r""rr,.I,.v,nll ;.In:;,...AAJnItT1Um ;?A f)nlf [t'YT"t'Y~c~/v..~ji"!nr;l~ll'b)c'..ioOOpJ,:-·······__·----.,--,~---- J 6,ra~r w'o',"itl ShOI/C~::~,~';,~r::''9I~· 10 5:'-:0::;-.,-:~.~:(),~::()r!,.,._~-.-:-Shall Be ;~·~-"·--:,n.~d &.I r;,~ Con/roctor And Approved B'I The Confrocf/ng Officer.-It &aring I Span AI Approx/~;;ale Y3 POJ~;fs. '----Path OfCt:nfer Of ~du Of Pre,tre'JJfi9 steel iI A /f/nimlJm Of 2 HoJd-Downs Sn(]//Be Provided Witl'll~?T/](! If Span ::Jf:1:..'19J ¥0y..O~.O-..I'!c!J;d tnGr,OUpS c;on~!Jttn9Cit"~Y~rr~cq~fy'"nq ~ITOrJJon'OI/1J Pl7Cl ~pa!'1T~"",_~...t~f}OS:_....11 '"_.L _~_4 _ 9i~;:;!~:;?p'I!!;~'dJ~;;l!t~!~'!j~~!C~EP~:1'4 r~r V;(J ~Ir(7'(]'I".r'.}:,-:;,,-,r;:;)1runu". 'S'Ij M~S!'J(~tj 3etN~~fi ;:~nfe-rs ;r~dJOC"'t 5frondS,-- Q lit I~~ i r00ffom ofDeck__----·r!--...'--__I-----..J_ ~_---T_---_~r-qflfi/I~f~l ~I ~i ~lSiJe, Of Girder Prior To PIQcin9 Declc !t BearingI 11/-~l---" 5,rz;.9Ji_s'r~['!:miffed II mr.mn fJror...pJ -~II 't~II I ).'....\.,,)<+J---~:U:"+t---~r_a::) i I.....I flj/~t Sije 2.,.' SECTION B-a 1/.-'(-0·0'•---- NOTe o~,.t("'rg Po:fs To e;~Placed At S~m~S!:E A'80,10'-;;Cf'6Irci~rjtP::Jroll~1 To S,~rs, Al""rd L~v~1 Perp~r;dJcular To <S1l'ck'-J, t'eo,-mg V'4':or ~=======-- /"-..tt--- IIII ...II,l:. II V-II !/-~t.f'l< 111/ on-= DETAIL c GIRDER DEFLECTION DIAGRAM III I --------- o I I leVISIONS II III......I-.:J¥"'- IItOffATT •IiIX;HO\..1I••INlUS u.s.M/oIr.'(B>lGIHfEl D1$TllCT C If llltllllllllllt USOCIATU LOS ANGfUS LOIWt I~II ~....IUIIAROINO COIn Of'fNGlNfEl$ ......"'SANTA ANA RIVER lIASIN.CALifORNIAAK.J.CUCAMONGA CREEK.SAN lIlRNAROINO COUNTY_.....,.. C.vI? H.R.N. CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. SIXTH STREET BRIDGE GIRDERS f l ~, SIXTH ~-501 STREET To H#I/mQn At<#I'Il"--------- 6 Nil -NOTE- ClwllfiOJ'l~oJJfllinHfrQm iopcgrtlpllicplOJ'I. No groflndwllt.,.Mcount#r#d -PROFILE- f06(} t'4.- IO~O 1040 10J(} 1020 1010 1000 9:JO ~:i'(SP-61")v....J'tJ.h~..In..,fiJ>.1rI ~__H &/fAr-CLLY •,Ill I :~:t!..!1I .sAND Cobbl.1 I. •"......,~IMHI Ml/WJ'lilt. ~-11.118-78 .. (SP)O.IIS.,.,..-orJ'""'3"br_n.fin#$,AND wltlt loc.1 do(Jclifl 01fi"."mo_"""'.-.;:c~tin_,...1.•II.A:iTlu'I MOFFATT a NICHOL ENGINEERS LOG OF TEST BORINGS 6~STREET BRIOq~ ACROSS CUCAMONGA CHANNEL P!NETRATIOH TEST OPERATIONSOFBORINGLEGEND-t-PlIIII ~"'"_i•• 8 Ilotwy-Iot ~lJamInII ....borIotR""-_II>, T ,-,,-.... ill JaI .....1..[J roatlllt .l\lo·cono...._ o l!\·e-....-- V..,..II Satt ttiH v...,olltf.....v..,_ O-t VI"I..... "10 Lo_11-.___ .-"C_paot •-/'0 0.- >10 w.,_ COHSIST£HC't'CLASSifiCATION fOR SOilS MATtftlAL sntllOLS MATERIALSLEGENDOFEARTH UNifiED SOIL CLASSifiCATION Pt Ott!C1f lIIH 01.CL IML SC IS..I SI'I SW lie liM I liP IlOW......___....."';::;.~I ":'.:::1"",.,:,,,:::,,'"1 <::.:.:::=u.w.......,......=-.-==-r::~~=.,=:::i.-=_"'-..~:::: r.-_"":.'t':..":._.._......1__:;"-.:;:'':''.._.-1 ~CI...ft.,rIC4T~••.ITI••~1+-hH+H-vH -~__,:"':(.-"1.lil.~-+-H-H.=.:""IA-+i 11·_.._..-..___.I~+.+H-+-~)'~'H~-i ::::::::::::=~:::~~==':'t+-HF1~t-+-+++-f'"I:;:::--'r~"=r;~J=EEIoFJI!Li:"'~'"''=''·k-·''··l--.!rt.*";~L tJ.~~~~ii.,"....~...".....t~~1 1..'~*•••IiI '... IiKlffATT •IU(ItOl,l-..Ulftl U.S.Al,MY ENGNEl DlSnJCT C "U1$IIlUlt'''.AlSOCIATU LOS ANGB,fS LONt IU(,H·SAIII IUNAltDIIIO cotrs Of fNGlNEEIS i -----1 PISKOIeI1\SAitTA AltA RI';'[R BASIN,CALlfORN'A CUCAMONGA CREEl(,SAN lIERHAROINO COUNTY CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO fOOTHILL BLVD. SIXTH STREET BRIDGE LOG OF TEST BORINGS BR3-~ Of ~ 5HEETS '-''--''---._--...,....--~---,..~'-~~_.......---~--_.~-'~'­ f i' -~._~.-_..'~.-.'..---_._-_._-~~..'~---~-' ,- ~:,::,TS:l -,-__~:~·I.~~,~;?-- I-~-I-----I UVISIONS CUCAMONGA CREEK CHANNEL ONTARiO AIRPORT TO FOOTHILL BLVD. to •• SECTION R.evl~e c.a.llol.lts A.1f.J. -",,"aT. C.V.e Ill-lKOtCO n.SANTA ANA RIVER BASIN.CALlfOA,NIA CI.ICAIolONGA CREEl<.SAN BERNARDINO COUNTY .,.OFFATT ~NICHOL,ENGINEERS U.S.~'(ENGINEER D1STRlO' C iii ENGINf.f.RING ASSOCIATf.S lOS ANGELES LONG BUCH -SAN URNARDINO COiPS Of ENGlNEElS GENERAL NOTES 01 • TYPICAL /I I91:>1 M~fol Beam ~chorog~•1-._,."__.,._....,:,:,.~~-Se~-Sh~e/--80------- ~-Trofisdlon '00/1 71Jp.~Se~Shed BR.4-2 P,er bterw0/7 For UllJmote 8f1d9~Width t'.i~ ..--,.~.-~oo Yov. PROFILE oos;- PLAN Abul.-r Fix. "I01Ql~ --=1"::Q..I:::: __-------~----L------\n:.L ---.-\\--------:~-------,(~~ 1/S.I~1/!lJj-- II 1oes,J-%--- Af)pt;,ooch Slob-S~~Sheet 800 / 48'6"M~tal Beam 6uard RaIling rn In4Plo~s)See Shl[f /lD-IS c.---- Metal S~om Anchoro9~-------­SeeSIi~et 8D~4 _....:.....-_--- &Channe/fen";'9 ------- +i.o% N i., I.ff)- I .. Q-.~ .. Q-,~ OSlO--==!O3 1f.R.N. EIGHTH STREET BRIDGE GENERAL PLAN AND ELEVATION r--MO"'":"'---:f--AT:-::T""5::-7~I-:-CH--o:7L-."":"t-NG:-IN---E"'":"tR:-:S---r-CI--T-Y-0.....'--RA-N-CH-O-C-U-CA-lil-O-NC--A--r-----,S--A-N--B--ER--N-A--RD--IN-O-C-O-UN-T-Y-I-::SUlMlrnO~=._=--J't::-,...L-----~-.",..,.."'i'":),p::::f'ltO:=.~~----------------------=="'..-:SH'7'::W=-i .C lot tNGINHRING ASSOCIATES "'PPIlOV~D IZ-Z-r."rll fLOOI)CONTROL O,STRICT I __-=-----::::-:2~~;:::Z=~iINd~h~_===~;:::;~"""""'~~tl~_~WI"i~--~-:...jBR4-1"'PP"OV~D I-tc "r--1 t-S/'tC.NO.DACW09._li"QJ;>J.OfPeLr--O.-d-,,---v_!'../.el..r-."~rp.~~~---,;Z~J~.~.P~DlSTRlCTfUNO.Z48/B9 Rt.v,'A'5.tOlt r"...«1;..'1 r t"'G,..r"o::t!(.liCE iL OATh 19 JAN,15 SHffTS ,I ".'''''--"~'"-~--~-" ,tI I ' --I ,I I DAl1 'IoIftOVAI. HVISIONS EIGHTH STREET BRIDGE ABUTMENTS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. T C.vR. A.I<.J H.R.N. WOHATT a NICHOL.[NGINURS I U.S.AJ.MY ENGINEEl DtSTRICf C III [NGINURING ASSOCIATES LOS ANGELES LONG eUCH -SAN URNAROINO COIPS OF ENGINEERS W/Ci<ClIIV,SANTA ANA RIVER BASIN,CALifORNIACUCAt.lONGA CREEK,SAN B[RNARDINO COUNTY "'1-'('.0-•ii I-S TYPiCAL ABUTMENT SECTION ABUTMENT WALL OFFSET NQ ScQle 1II0FfATT It NICHOL,[NGtNHRS CITY 0'RANCHO CUCAIIIONGA e III [NGIN[ERING ASSOCIATES APPROV[D /'#.z."'1174- ,»d:'"r A.....ct:-.s 1';'51',(~1 &~Pl..., -#'011 T~!A~HITtCT [Nr;.'N[[1t OAT!CIly-JIlIic;IN[7 /lC! Nole: elevotlons Shown At Bearings Are TopOfConcreteAtif.8earlng .-'-..._-- EI~vatlons At Abutments Are Shown ThuJ(/)Abutment I eleV'1t,onJ (4)Abutment 4 f/evotlOnJ "!II A8UTMENT 01t"'" 01 "l •flow 1L~rt t Right Cucomon90 Cr~ek 775'00 I I .. SECTIONPIER ~I TVPICAL /------ //(/ 1,17 / /l // z/k/z/ A ~?/VI//A 1/7II/II ,/1III 1I I ....~_0=3~5nG' PIER 2 PIER PLANS ;"/1'-••·~o· OJ.II II-, I I " poI~...' (; Note elevations Shown AreOn(Pier ~~ (2)PIer e E/~vat,on (3)Pier 3 E/eva/!o17 It;,'1f4@lr~~1f4@12'1(c=.-----.;0 #'1§Jlef -j ~---"--~!Ical Pier -Q:l 9..#S@I2M J'f;l ~-Weak.Med PloneJomtJ ;n .3.#4@J2'- em (orcmg ---'9 ~~ Se~Sheet 80-1 .-J #~z,.'.yC,"f(O~il(!:)1090.00 -,Tr~mtn9 Wall 3-6 eMt.,"'"~,J ,,-,.....~,,-,..- ~.,Or DC'Imsfream #4~/2'Jt c:-12 M f,ol'l/End)Cold(3)1030.00 ii .Il)--No"n9~ConstrlJdt'on Joint. ! I -+-----v r!:J,1090.00}ToR.Offooftng }/e'C)(PfJpJ/Of?+.....let Pier'-'-(3)7090.00 8 evotlOI7S Jomt Mol'l ,,~f'Jer TEMPORARY CONCRETE CAP (X\ J .W;wot~rj/'fc.& Note:We,!Foc~----~Shut [)-1 fill.1."0111 rillf.'- I .-. Remf.Shown ..---f 'Ief Fi'!..,:,;.,,,,"T.r::l '-l.JI",- Dot¥n~treom C05t foce SimIlor --(~:ONT,trj~:p,;:-,.1"~~-,~~!:\VEP-.: Typ._DETAIL B -'A ,-~~ Pier 2 _=-..,i,,!,'lJ1\.).......> ~o'tr~om ~"".,'·0·~---------j==---I·--i-~--i---;-I- 0 I •• IU 3 .......rid I £5HT.RlfNos.Pilr Nudlbtri"••TUlp.Cone.Cop OlfQil 7,......171 J~! ELEVATION $Ylo\IOl 0IXIII'T10I<S DAlI AI'ftOvAL REVISIONS PIER Z SHOW PIER 3 SIMILAR "'OHATT a NICHOL.ENGINEERS I u.S.AAMY ENGlNEEI DISTRICT1/4".(-0" 0 ••IZ C '"ENGINEERING ASSOCIATES LOS ANGEL£S 0-LONG BEACH -SAN IERNARDINO CORPS OF ENGlNEEIS ~aY,SANTA ANA RIVER BASIN,CALIfORNIA A.X.J.CUCAhlONGA CREEK.SAN BERNARDINO COUNTT DlAW'M 11,CUCAMONGA CREEK CHANNEL c.vR.ONTARIO AIRPORT TO FOOTHILL BLVD. 0EI:!lIaY.EIGHTH STREET BRIDGE /f.R:N.PIER JoIOHAlT So NICHOL,ENCOUIIEER$CITY 0'RANCHO CUCAIlIONiA SAN BERNARDINO COUNTY $UIMlJ!ED If.---------",~5liaT C'"ENCOINEERING'ASSOCIATES ...PPIIQVED /1-'""74.fLOOO CONTROL DISTRICT ---------..ow.:;;:>"iWii7 -~rDlITIii5"=_rr BR4-3J2.1:T',!J'...s?a ~~"'PPIlOV~J-,""7--f.APr~~_____$I'£C,NO.DACW O~·_!Jl_~9.9-'1.Of Y (tJ:~;'r uen ~--::?-Z~~ST1lICT FU NO.248I 91 •5---.h_..-a-,....~KlR rOlE .....U..f£CT EN~INEER C"'T[~N~E.E'"RCE ~CONT"Ol (..GINEER --DAH'79 JAN,IS Rev.~"SHan,.-~U,-.:v. -,~".~---,.~-.~-..,..._'..--_'_-~.,.-~----,--._........_-...,,--',-.-__'_".--...---~-----".-..~~~~-'_"-'~_~"""_,_,._•.,,---~__··__r__~.,•••__~_.__~__.~_~~_~r__ .----'-~.--~-..-···~c~_,'- , ....1._.~._~J PLAN HVI$ION$ C i== $1...•a I'.,,·o Zeo=.=--- CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. EIGHTH STREET BRIDGE DECK SECTION AND FRAMING PLAN BEARING LAYOUT R.e. "IAWIlIY. c.vR. hlOHATT S IIIlCHOl.tNGllIIHRS U.S.Al)AY fNGINEEIl Dt$TJ.ICT C..tlllGllIIHRllIIG A5SOCIAas LOS ANGEU$ lONG SUCH-SAN .UNAROINO CORPS Of ENGINEERS IlUKiIti IY.$ANTA ANA RIVER BASIN.CALIFORNIAA.K.J.CUCAhlONGA CREE_K.SAN BERNARDINO COUNTY Jo,n;sea;~'(i~-----Jomt ~ea;ry,oeA'-AOt.A.iWAbutIe~__jomt Seal rIJJ)e 'd'·Abvf,eSeeShu80-2 /'--S~e She~t aV-2...::.....-~r-~::;==,jii==~r=;.s II ~5~e TIJp.Top omjrJr Remf. 4'Allet 15@/e'Jt U ~-t--H""'--#.5~};e' ....-t.t:=:J+--3-,6. :I'#6 Dcwels@ 9'o.c./n SECTION -c_t~p'~,sed i<ey o III I....--.--;= \k"~f!~-e·.8 Cont I y_rJJUtc"-:::;-:=-_-•5 Sf,rr/.)ps,.-'5 @/2'. rH---~ lJo Scale o I== -TYPICAL GIRDER SECTION TRANSVERSE DECK REINFORCING PLAN #S1(V-o'@/e'f ~~/.J 7·.(jlrd~S.P/oc~~_........f-.=.-....., 1b!B"d9~~(41.EJlle/ Consfrvcl,on JOint__0'_-15'Ie lAo,/(Dlophragm Y:rtlcol _J u..---#5 1C 1J@1!/or-Norma~-,1t::::==--#ljJt L-...J Grod~\0 80ft.OfGJrder___--L__-L..._ INTERMEDIATE DIAPHRAGM DETAIL ConstruchonJom!(T'JP)~--" /2''.'lyp ooIf--ol-H_ Remf$,ml1af Abaut ,Span e @ 80rs Moy 8~ Spllced@ ~AerJ Providing @ 80rsex/~nded As Shon'n LONGITUDINAL SECTION No SCQ/e )/'"a.o-o·a i .-==- TyPiCAL DECK SECTiON Span--' 12'-0'E:<IenJ/0f7 Of © I3or5 If ®Bor,5pl/ad @{Pier --- 2-iJ9 _... e-#9 e-'9 ~8r9'Abut./-- ~:i~~~{/r{"5@9·r'J@/el~r-·__"":'F.':":"-'-I.=..@..o..:la::""i_-r·3@/"1"5@9·r·8@a't.tI4@6',,6@9 f r ,4@12r·,F,I/@/6'l---SftrrUPsp.OCJntl -SimI/arAbaufi'l.Spon e--- f----u-- Span e• BOTTOM GIRDER REINFORCING -R:C"'~,-~.::l WOHATT S NICHOL,tNGINHRS SAN BtRNAROINO COUNTY $UBMiI:TED'Y,""'r~SHEET :C:IIT r:)l~~~~I,\'7:.~:,.:I~~~e.-C III tNGllIIHRING ASSOCIATES fLOOD CONTROL OISTRICT I ~--:::~:::::-:1!....~~=:::::::=------~iiNd~+"."'-~;-:;:;:=-~~:::liiil;~--tr~-~.gW~""~'!.C-.jBR4~4NoSca/~Il-"=~I·_"\)4PPRO.[D 1-/,1t1~t-Sl'fC,NO.OACW09-_L.i..Wl'_o. l -.:..:-===~=I-=-=~I :::~~lS'..;-;._;_.:k1;;;;;;;;;;;:;:Ll'ii(i:J-~'di:......~'~r:=il'ilr~~:ij·~~~,-v,fE~l..;;i'~4~ljll..E~~~=~~tiif&=f :J..l1j~!E~:'~~~'~c>~_r::::::i..U DISTRICT ru NO.Z4B1!i2 SH~T T IN to T tl DNTROL tNCilN£tto DATE'T!i JAN.IS \.... -.........;2,,~--_".~,~ ~"-f ".--.:-..\-f A..T.a s F.1:>,"IT.R.~~------_._------'\.C'....-.----- ~.....1'1'':;;;:...z.._ ~.\. I I A1\\J~II~ ""H --NOIE-- i./wa;ior!,ob;qined ;rom;opogropilic p/OII. l'J".Vf(;ijl';(/wut",~iiiw-#d. 8'601..... T -PLAN- $elll./,'.40' ,<""8'602"'!'~.-11''- STREET ."'"--~----~.,...."-'\.-)C-- ;~"'- '" -To Vineyard Al'en/,le----=-~ I I -----------------------------------------------------------/ilO I __OJu,rJl r __ SCQI;H~~.V';!"./d MOFFATT a NICHOL ENGINEERS LOG OF TEST BORINGS 8t}STREET BRIDGE ACROSS CUCAMONGA CHANNEL _AS''"'r I'"f /..I..A.L..'"•,"own 0...,21 la Illh"'*»tI.J.L I'""'*" P!N!TRATION T!ST OPERATIONSBORINGOFLEGEND •1'1011 ~,."bor... 8 I\vI1rt bo<Io"'f ~~"""bo<... ~""~bor"" T ""........ iii 1'" [J r_/III•1~.·~1I_'_.o I'~·e-......._ MATERIALS MATEJ'lIAL SYWBOLS CONSISTENC'"CLASSlnCATlON 11--..FOR SOILSOOr......",yoPc",oll.Ac.c.ardi"••tl"4 $londorlll f'waettotionT."ms-l &iU_ioI ....-GtCWiIIl'Coht.ium3ltm-0·5 ".,lug,.~.r,.oft fjJClor IB-"10 lo•••.~It, 11-10 -.......SOiffI:ZJs.>4tI oIlt·RHu.--2\-SS c..._tWfIfJ .ttft<»ror- ms.,qaill<O'.-,..~.'IO llIr4I -~..",.....'...Ii)Sill,<":...'_r<IdI >'10 v..,_v..,,,",~ <k!ro,• EARTHLEGENDOF UNIFIED SOIL CLASSifiCATION WOffATT •NICHOL.["""URI I U.S.AIM't ENGIH£9 mTlJO C IIIl [N51N[UIfIlI ASSOCIATU LOS AHGRU LONe lUCK -SA"I£Il.NAIIDIIIO <X:ltPS Of ENGlNfElS -----_.. I 1-------'--::=J cawoe'"SANTA ANA RiVER BASIN,CALifORNIA CUCAMONGA CAUK,SAN 8£.RNAROINO COUNTY CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. EIGHTH STREET BRIDGE LOG OF TEST BORINGS CITY Of RANCHO CUCAMONGA SAN .UNAftOINO COUNTY ~'--:::::::.---~ .PPllOv£lI /;-;U ilr..4 fLOOD CONTROL DISTRICT l-__::::::::::J!!'::;;;:::2::::=~~~~~::--:::::==:::::~""~-~-~a~-~~'a:iiII!'""~!!!::~BR..1-5V/~~J/,",PPROVtn -II 117.1.Mtt(JVAl.~~NO.lMCWOf._li-1-991L ~ ._'31><'_1 ;,""./~~!i:..--.........._tll$T..cr FU NO.Z48tg3 5 l .___-.-_-._"---------.._..;._----.-------.-_--,.._-----."",-._-._..,-----..--.,.-.-------.J..:~"~TlvJt"~N1E..~t·C===::R~cJ:r=:..!34..~.:"0Il2Jt~OI~Y:,.~oai~:~'..:a(i'~Nrmr.C::-;;:::~:;._~~i .,=;:;-DATE'79 JAN H Sttm -.----.-.-...---~...----...----~--.-,._-...-....--.-.---------..------,-.~------..-----~.---r-"---~----.~-.....'1 350'lie. on = PROFILE ('Pli1 10 20 ~-===-=za lL I Rr,{i;:::vi'~-.I--~~~I CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. AJ. ~IT.SANTA ANA RIVER BASIN.CALIFORNIA'u'At.lONGA CREElC,SAN BERNARDINO COUNTY Cv.R 1/".1'-0· II II 20 2. GENERAL NOTES TYPICAL SECTION ~I .. " i I-I """Oawn"tr~am Sti:i~ I NOFFATT 5 ""'HOL,ENGINtERS U.S.Al.MY ENGINEEl DISTRICT ,..!NGINtERING ASSOCIATU LOS ANGELES LONG I!ACH -SAN UR"'AllllINO COlI'S OF ENGINfElS HV1SIONS roundatiCln 1Je'19n;I3Q,,~d On rClum(ol/on Inv~"fI9at/on R~porl Btl ,tf""ret Tob~1j Co""ult/n9 C"9incu,And G~0I09"jl3j-[)ot~d June 5,/;ltJ.' _.A(lawQ.6I~"~orin9 f'r~5'(.Jr~---{0091Dj/,q.fl - Datum;Coord/nate Control:• CaliTornia Grid Zon~a; fJ~nt:l,Nark 0I1~crl,cft'9n~: 1*'Iron Pip~Q3ffA1>o'l'~Ciro"nd And 'tam'p~d'(lSCe-/~10-C{/C-/l·L.4[)/~t' a/sHli~Nor/It Of 8 th 5/~On The W~5/~r1V ea'9~Of T;'~W~,/~rlv Levu ~ 150fl N w From ,V/n~l/ord A'I'~.~/1111.-/IZ~~91 />I5l 1ge9 f)al"m.' ror ~t:k f'/Qt:inp Not~s 5~~'Md ~/)-Z ror tJtifilV O?~i7tn9 Hold -5~~Sh~d /30-3 Retnforam~nf..Sholl 8~.-4STM A~/5 IJrod~r;b -Senllc~Load Slr~SU3C~ck S/ao----------I's 'eaOOOaJIForAI!OfhuJ f5 'e4.oorfDSI Embedment:Tt;~MInimum Concrd~(over-Shall 8~e'-(/ri/~$S Oth~rw/j~jhown On-'he ?Ian,-or ADD;'ov~d-BtJ T;;~fnai,,~u.5plic~~In Ad/ount ,f.'~inforcina ~ars Shot!;,~'3IQo;,£r~d.TII-~• lIinimum O/;ta"ce lJefwun .!Jfor;oered 5DI/as ~haI18~:iheL~nolnR~quir~d For 0 Lapped 5pl/a 1/1 riCar.Leilath OfLapp~d 5.o11,~$5halle~'As f7:.>I/ows,ex,iPf'W,;en-Ofh~rw/~5110";/7 017 non;:'. i'~i"farc/n9 ears'8 And 5/71t1lit:.r----IS[)/a;ndu!S or 5ma//t:.rBarJoin~d KdnTorcinq eon '~'/01'/1 ~-~--c.oDiamd~r,Of5mafler gar.Joliud ()~;'9n...§Eef!f~c~~IP"S:,A~~H ~O 9.t~pq.q ~!ip~CI r"'IEo;!on'_,OofedI~I ~.~_;>"'ppi~f7}_e'}T~q "fJ ~tar~vr r.-ollTormo dr/age HonnlngI'1na 1.)~$19"Mam./Ol COM/ruct,,;m 5p~cili'colion:Ref.No.OACWQ9·79*8<JC'().-.CUmmfln(')(1 O~~Jc.?f/if}roiko,Onlofio Airport To Foothill 8/vd.j 30n 8e/nlj;d~;'o C'&nFy -_.- LiVe Lowing:HS 20--44 And Alt~ff'!oflve Cancr~/~(C;t.cef)t Pr~stresseo Con~/~) 2dDdu Comore5siv:-Strenath .(I'e):3250 OSJxrvlceLoooStr~$SeS -,-,--.,-_. Oeclc 5/00----------fe "/200 D~JforAllOfh~rs-_-----fc ;/300 PSI A/I E~po~ed CO/icrete COrr7er,5 §lJU//t5c.ChC7mf=r~d 1/ ..ReJnrorc~d Concr~t~Approach Slob ~~She~t W*/ ~~ ---20'6'Me/al B~om Guoro 801/Se~5h:~t RP-/5 TraMiHon Wall fTflP) 5t:.~5ht.8R5-e PLAN Abut-z C~p0.15ion fie'Ex,oomion.JOint In Concr~t~/3orr.. At Th/rd Pol See Sheet B ELEVATiON Abuf-i F/~~cI z --...----+$~.,...---...~ 1-8'6"I1dol "~al71 Guard Roiling. See 5171.RO-/S M~fal ~~Qm Ancnoroge ~u Shut 80*4 o ~10---=-== (.lrY 20 30=a OCO'lllIY,VINEYARD AVENUE BRIDGE HRN -GENERAL PLAN AND ELEVATION "OHATT 5 NICHOL,ENGINHRS CITY OF RANCHO CUCAMONGA SAN BERNARDINO COUNTY SUIMlJJ!D IY.~-5/iW C M ENGINEERING ASSOCIATES APPRQVEO et-U *"r4 FLOOD CONTROL OISTRICY .-------......"iWa'~-"""'U.'BR5·1nf~6-~,l APP~O._~_.,!it.!.APrROVId.----__..S/'£C.NO.DAcwc9._"tlLloQ911 Of Y-r·£:';'.--;;7<-<.",;.'-1 llo/Sltl 1.~H1 ~,.MM&IOO'iI --.OfSmcr fU NO.l48/94 5L...llf~o..[l:rH:i:(~..~~~..'~l£~C!;T~{"'i]C;~I"':uf!:":....J~..!lrc:...L..S:l'!lr~~w::::::::::::::::l"ru::::::....!3:~U~"'~TR~O[L:::u ..:s::C;I~"'£~[..c::::::::::J:<;ill:CATf,79 JAN.IS 5/iWS. SECTION .HVISIONS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. VINEYARD AVENUE BRIDGE' ABUTMENTS ABUTMENT o ,-= TYP!CAL A.J. HRN MorrAn a NICHOL.tNGINtERS U.S.MMY ENGINEER DtSTRIO C lit ENGINHRI/(G ASSOCIATES LOS ANGELES LONG IUCH-SAN URNARI;)INO OORPS OF ENGINEElS ~'T.SANTA ANA RIVER BASIN.CALIFORNIACUCAIolONGACREEK.SAN BERNARDINO COUNTY ABUTMENT WALL OFFSET No Scale I ["f,IOf/flint!kOfF.§~t..3h"(S~!!.N"t~3) I In:7IIi!A5 COl1$frvd~d I IiiI~.i I Ai 1/\/ I r~Note: I.·Abutment Sholl Not Be 8oc/r.filled UntIl Concrete Strength ,HO$Reachea fe-~f50p$l.,,"eAbutm",tShalla,8Qc/fftlled To A Level Ie 84/0W Bearing E/eY'QtJon'8eror~PJoCJn9 Girders.'.....3 Tb~Off$t!t,-,fJt1~t!ri On Th.e e,t/matl!d Cl!f/ect/on Of T!I~ Abulmv;f Aft~r tll~eoclrfil/I!d ;fT/;~Actvol j}dkd/on In T!le Fidd /$lJitkre/7t TlKln Th~Off51!t :5I10w/7 Abov~!1;1!n The L~179th Of Thl!G/rd~r 5na/1 4~CI70/79~d Accord/n9/V' /CII'-h"""'--~T'dP'ca/8ac!<wal/Relnf'orcmg Ed9~of Deck Ltn~ #4 @Ie'It ,----/t4~/a'J(1... ,,(Total~) e-~5('~e&ckkce fei"t)""(?Ie~~--........ , ,..1_ _._--.~,•..J CORNER DETAILS 14@le'l(7'6t!/e'(5ee_.rJ, I FrohtfiX~Iss (Totol c)Rdl7t) 14@le')(I ~6e!e(5u rrontl'",~Keil7r.) '4~/e'Jt ----:.......". TYP,cgl 8ockwoll Remtarcmg e-'s (5~~f30drftJu f'~inforc/n9)\786'00- Right f Left Flow ~C!.Icamongo Cr~~k 1-1 -,-----..'",'4e'le·I I ~.......If_~'I."14tJJlc'-,--ifh Woll!r5t40 Weakened P/oneJotnt _.-(I -'.f~je"I--~'YP)5~1!S!1I:80-1 I ~6@le'$we~fhole See .tfg@/S'f---2 'S's5hee80·/-'"(;),J9@JS".....~"Exponsion Jojnf~.~ / Wifh Wafer Slop T See Shed 80·/ (I)1IIl".0 7 1(/Ie' ft)/lO~E/.._,.~ . FRONTfACE REINF.SHOWN 1/lJz'.fr)Jlla/3 1Tep t'I'upst~om ABUTMENT ELEVATION BACKFACE REINF.SHowN fdJlIl.JJ Abutment J ABUT.I SHOWN ABUT.2 OPP.HAND . .-..Oowmfreom 3-/11".I·-a· _..-.A.bulmMt e 0 •,II "-- r87.00f 22.51l~t i.C,70r;nel /18~~4e,% AT Con,frt./cfton I/Jmf·j~~ jh~ef BD- MOFFATT 80 NICHOL,ENGINHRS tlTl'OF RANtHO tUCAMONGA SAN BERNAROINO tOUNTY Sl./IMlrJCO ,'t.5HElT C lit ENGINEERING ASSOCIATfS VPIlO_[O a;·z..111.!.'LOOO tONTROL OISTRICT I __·---....:.:·---:::::.:;-~;;::z=:::::!!~~=::::::::==~~~~~qBR5·2~."...../4PPRO_[1l ~lilT.!.t-Of I),r '/r~'I··O·.Ji...J..':l--'~....«~..;./0.du ~'-//.J~tJ66.,~...~5 L-.•-..;5eOF~~~==~~~~JiI"Olt~T~...rCl4~"'~...~ITE~tIT~L~~GI~"'t~tIlL~04~T~r:Ltili?f1~~~i!~..,~~E~Ut=:::~jR~c!:r~:..lJ~~~CO~~~TR~Ol~t"'~..~I"'~H~II~::.....:::::::J 5HEfTS ~.__,.~0•••,__._____~'.',•••'_~~~,~,._,~.~.~.~_'__,."••••__••,••_.••'~•••~~,•••••_'0_'.__,,__•,.,_'_'_~_''_~'_'''''''''=_~_._...~.•_._~.._,__.__._.,._.,,_,~,.~_,__'._~~_.~'~__.,~.,._......._~ I ,,>r------------------------------------------..----~-~--------.........=--==---~...........--- I ! 3~O~,-...;,_...----------~------_----:._---- SECTION o III I---=-= A-A UVlSlONS verftco/R~strom~rUm~8etlfeen Glroer:;S~Sn~er 80·/ 3heor Key Mldwoy_8~0un 3mjers (T?Jp)~~e ~neet 8D·e -c'VI hlorrAn a NICHOL.ENGINHRS U.S.Al.M'f ENGINEEt DISTRICT C hl [NGINHRING ,\SSOCIAT£S lOS ANGELES LONG SUCH -SA~URNAROINO'CORPS OF ENGINEEIS liU/GIG no SANTA ANA RIVER eASIN,CALifORNIAA.J CUCAhlONGA CREEK,SAN eERNAROINO COUNT'Y _W"~CUCAMONGA CREEK CHANNEL CvR ONTARIO AIRPORT TO FOOTHILL BLVD, ':1od'IM Approach Jlob~~5h~~¥%~n9S . BUilding Poper --l-_I~@IO'Cont, 111-.,°-0"o I I •rs-rs ExpanJlon TYPiCAL BEARING LAYOUT PLAN 1~'Expons:on ,Jomt /-1otenal FIX~d ..~----z 3 Sooces 5/11t ••"-n-o I •........ BIJI/dtn9 Pop~rlryp) '~~/O'conf.- TYPICAL DECK SECTION TVp/co/5/ob .f'~/i7/. -=#,020 .Cnd Dlophro9m _eSAo~ ~8rg Abut.I ~ ~ C}-,(l)\..I---------------------T~I.,,_--M---h.-------+r--- Note: A?d 1/00/To E/~vatlon~ Shownelevations Shewn Are TOf) or Deck elevatIOns At lGirders e-"s"L SECTION BB VINE Aro~~~ot/~-111""--0·SECTION C-C oeo:fO,Tt Y RD AVENUE BRIDGE r 0 I ...~V~~Il.!.!..!..!..!..!.!..!.!..!.!--.!.!.!.!~-./DECK REINFORCING hlOrFA"';;S NICHOL,[NGoINEERS HRN DECK SECTION AND FRAMING PLAN,s~Tv,.,SA L v '[~''CITY OF RANCHO CUCAIolONGASAN BERN R 0 SUBiIUmD I'c:>,'"Y""'COIf;~/I1.,'."-0"C Iol [NGoINEERING ASSOCIATES A DIN COUNTY -..:~_=.....__----}"r1'llO~5HE£T~=::"I ~APPRQ.ED /I-z..."14 FLOOD CONTROL DISTRICT -=.~BA5 3 ...~------_-----~-==:::::::::::::..-------------J~'~J~~c;j"~.'ti.[..~-'~,..~..~~-~/.;~.Bfi~ftf~~::::i!li=J~A;pp~"O~.~ED~~'~.'~~~"'~'~.1.J --.........--------~~-'->"•""~L ..~-<L.c~I.,>,..,df-:::-u JoIRlfltijOVA1;~~rf;~gd~S/'f~C.~NOft·gCA~CW~O~9.:J.1-:...~QQ=!!1~J~O~fJPO"fHf "IICHIfEtJ ENc:;INHIl....I ~/l$$1 ---OISTRICf fU NO,,46/96 5~TIl ~C:;I~"DAff.79JAN.15 5HEEa .1 PRESTRESSiNG HOTES 3.'t.j!,;)/!fl"rreJ;i7A j';,/7~ff,Je/~~7Z c~!r;~~;;jt:/:;'!P,.,.rl..._'_••,~_,.__~__l1li'_w,r •••••\10_ !frOm r.~FollOWing .J:;~/atlan$hlp. _~._.I ~1If'!'"•\.. F.u .,~II"(r.:y';".f~:11 _L"__,,_f.JI.-'..~~:r:~vr,; Wh&'~ !4~e.aring I I~Span o III:.I==; CLEARANCE 'OR PRETEHSIONED STRANDS , -ft- Small S,qJc~Perm;ftro II IMhm !5roupJ -~N II Vjt /;'f-it'"......'~--rHH 1 I I HH I f!lld SIJe i/2"i ;'·0· ,~brlc Or MU1,'fO ~f 51;01 Plate ~cnded ;3;flr'eer;e~Y=;'I..Q'd~;J Of I..·.;~op,~ne~·I §t§~~~a~-------- NOTE f3Mrlnt1 PIXi.~fn 8~P/rx~At 5Qm~5~A~-~r,ff"';';-Of6;-,.;"~1";:A1rQi/~/-T"~;Jffj;,;,And-L~~'ei F~;iieiid/culo,.-To-6;idi;J~~-' SECTION B-B ELEVATION l,4i1 a ,'-D" Q Ie 1/11'I ,'_g" IIII '.....---r:.o~ormg 11"""-•II I r---;).f#,,,, 111/I~) SECTION A-A Q---- DETAI L c BEARING PAD GIRDER DEFLECTION DIAGRAM o lit--= fl'lI 1"-0- I Z Q 1/'I--a I I I I ....-...I IIVI$IONS hlOUATT 5 NIC.iOL.[NGINURS I U.S.Al.M'(ENGINHI D1STllCt C hi [NGIN[UtIN4 ASSOCIAHS LOS ANGElES LONG IUCH -UN I£JtNUOINO eotPS Of r:N<;lN£flS __.."SANTA ANA RIV[R BASIN.CALI fORN IAAJ.CUCAMONGA CREEK,SAN BERNARDINO COUNTY IitAWM.,., CvR CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. VINEYARD AVENUE BRIDGE GIRDERS hlOf'fATT So NIf;HOL,ENGINHRS C hi ENGINEERING ASSOCIATES f;ITY OF RANf;HO CUf;AhlONGA SAN BERIIARDINO COUNTY --.....,'(,_____ APPIOQV(O a·u.li7~flOOD CONTROL DISTRICT .......... I APPI'OVED·=,,1;.$~li1.!.J.nfIIl:1VAL ~ _.;,.,"-~""&-16-~JI#"~~..,.,..........-?s..1-:i~~lIIl1Or.-,ofIL _.______......L .----:......-------------------------------------------..1F:a~TH~A~...~..~Tj(~~~C"..~,W~":.,j[iJ~AYiT[c:.:.w.:CI~TU~C".~.~~[[~"t:=::::::"!C!C=.L.;~~CO~N~T":lO~L:J(~"~C".:EINi:i[[:It::::.....~J.i'"__~U'rt'J ·- I I -NOT£.- £/fi'~tjon~M!t1inH !ll'!1I ~(Jp.Jlitp!fJn. No fnNI/Id...fu ~OIJIIfN#d. I -PLAN-$,.,.1'.«/ 1/30 1110 iiiO I !lOO lOgo 10«1 ,.IQ.T,-P/fOFILE-iV'''' Sr.".H.ril.•...",-',a' LEGEND OF EARTH MATERIALS LEIEND OF BOR IN G OPERATIONS UNI'I[O SOIL CLASSI'ICATION YATERIAL SVW'Oll IXlHIIITEHCY CUSSlflCATION ~1'1.-"''''.''ROTARY 10RINQ PfNURATION M MOO••',.••• Pt OH eM IMH OL CL IIifL SC IS..I.,IW GC ,..'"filii fO"SOI\.S TUT.~o'"gI§;;';;:OQ~O'.'.Lo<e/io."H..~~"I ":'..'::i'l'",:'::::..""'1 ':-~.-..E;I'MI.8 ,...,...~~....""",,_...._..-"'---_..,••hI _.f'ONlrtl,..r.....,--I·N.JlJI 1C..1l8·10..-~..............~J"••f"'.-~-.-::':-.~~=-~.:».-=---:.~:==fI~&..-,---.._....~-----...-RU4TlAI.c..W'IL .......11.••.tHO' l1li"'-•_le.eo.......,r-_......~-:..I·..._&W l_...:;,-.wz::':.._....,.,..............,1..........S;.."'....lnftoool 1'IIoholI-MOFFATT a NICHOL ENGINEERSI)-IB...~~;,:0'1 V.,IMla.Y"',MIl --.--'.:-,.-~;,.. ~"-G.A....,&AT'"ca7".-..~-...V ........i':_.•._...............l'.-t -""11-1--"Ill Lt....""'-II......::..J~~~:II "....*.-iI ~..-.1u.i,.I4OI"~VINEYARD AVENUE BRIDGEp11-10 -.....IIItf c·e.-•;~J -.WM,t --""III ~........~.........................,............11-....•IB'"-0'-'".........-!...»"...,IL-o ........H.,.....I~t'...-1 .....u ....~4.II'»,.....~;--ACROSS CUCAMONGA CHANNEL~-=_'.rM~'-1'"_~....11....'-1-.,.,-*J .lIff I'~trXt;.---"""-~....~--~..61-...•'-=--'.Tf.....__llIIe '-.-...--_..-..~~:-I::·'"~rFF:~=tEI S'lO -......'~'~""-~"'"alItJ - __"'_111-.,.LOG IJF TEST BORINGS,'If~!..mlll!J~.'-->1'0 \'01',_"""'-o "'-.-.-- .".,....._LH ..........IU."""'-'I o....~,fICr....~~...t.KATIM l'*tan.o,.lUl$Vfl:'.tI(.1 ,,"-TtWl';-..:!CI..lftMftllla.*.,.III~""..........".'.......'i".......'...<lor..~..;'0.'.•~.b sJl-~T-tA/ZI/~.::.u,~~"t:~.......III ~I"'"II ."~I_~..;.;..a..,.........--......,wn.aT O....IU loG-CATID.'"••tl.....'1...,.,.., I lIIQffATT •NICHOL,U5INUII,U.S.I>I.M'(ENGINEEl D1$nlCT C M [N'INUIIINl ASSO(;IATlS LOS ANGfll$ LONI U"'M ~SAN IlIUUII"UIO <DIP'S Of ENGINHIS _wNl'l', 1-'..- ~""SAHTA ANA RiVER BASIN,CALifORNIA CUCUIIOHGA CREEK,SAN lIERNAROINO COUNTY CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. VINEYARD AVENUE BRIDGE LOG OF TEST BORIN9S CIT'(OF 'IANtHO CUCAMONGA ....../lQ.,[D a~t""7.4 SAN .ERNAROINO COVNT'f .....:;HIlT fLOOO CONT ROL OISTRICT 1-...,..--::::::::::::3I!!!~;:2::::=:!-1IIiOi:lI"~4...:..:==:::::::::~~~~~~!!:::-J BR~-'--I VP"~.~'''-1.r.rtc.HO.DAtWD'/·_u-...m.- L -..-.;...1:m~~~~~~====2~JI~'~'=1.!I-~~~E~~·~~-~5~~.....:::....-~..~~~E==:..~tlCT fU NO.Z48/98 5,"~"~II lit lUll ~C:iI~II DAU'19 JAN.15 SI&TS _.~ ·;I;mCTED,._..iiEVI~wro- REVISIONS MOHATT IS NICHOL,[NGINHRS u.S.~Ml'ENGINEEI OISfRlO C M [NGINHRING ASSOCIATES LOS ANGELfS LONG BUCH -SAN ll[RNAAOINO CORPS OF ENGINEERS TYPICAL SECTION 0UICnD1f.SANTA ANA RIVER BASIN,CALIFORNIAA.K,J CVCAMONGA CREEK.SAN BERNAROINO COUNTY GENERAL NOTES ___.f"'IIo."1 .",_••__~I,A I (')~~'9n....Je~~~"'~TlPn.s,~"'~'!.':t7:..~!2!9f7,.00!Q qper:!rtcp!'ons vo.req 1.:111 'is,.. ;)/)ppl~menrta DIJ.;)lf]rr:VT r..Q/lTorma Ortogf:i"'lonmng "na U~$lgn Mom,)OI Constr/.)ctlon 5t:x:cJf,cofJons:'Ref.No.CACW09-79-fj·OOOO,G..Jcanm(J(J w~annnf"./OnhriOAJrpOrt TofoothltrB/vd.;9017 8errotT1,no CCljnfy;co!lfor.i"o..r ~--~"-,-, Llv~Loodll79"/-15 eO·44 ,4~l7d Allerl,oflv! Concr~!lE)('!l'~F!.~Hre~Se£~'?'?'i(ef~L.4~~_co L.IOIJ r.omprr:'Jlvr::;)rrengrn ('C)•~~jV PSI,SerVice !.oad SfresSrSI-l_~f_tllt.r..-.L..-,,__I~,,"",,""__•~:~.c;A ~/",..~;"-A-_----------~::~~~e:~,rur""vaIf;:r---------_r~~I;;J',,;'V fJ::Jl, All cxpo~~d COl'Jcr~/~Corn~r5 :Jhall f3~Cllamf~r~d R~!nforr:emenf:Shall 8~ASTM AG.'5 6rode 60 ."5t>fVIO!.·L1"J"ri ';fr~_~~",'l-~"-D~f-3TC;b--~-1 ...eo.DOG D~I FOrAJ7'OThu.'l ~~======~}'s .24:000'os',_embedment ·-Th~'Minimum (lYIcrele -CO~r-Sholl Be e'Unless OfherNI$e Shown. IJn/~s$Oiller.val!5bOW!1 017 Th~?lan!S 01"Appro.,l:,;!DV Thl!fnaint:l!r 5nlkl!"J /n 'AdiaCl!nf K/!inf'orr;int7 f}ar$~ball 01:StQao~~l!d Thi!',vin/m:';;DJ~';O;;;~'-~;i;",t:l!n SFaao/!ud 5p/tCe5 Sholl B~Tn/!Ll!nolh"'fl!l7uiud Forr:l l;;ot)l!dS;;;/~-I!-/;;;;5;; Ll!nifh 01'Lapped 5DI/ce,51lo11.a~A3 A'lolN~~~x~,.;;f l';:;;~;'-O;hl!~~'1;5~--"5hown On pJ~n:s:'~'._-,-...--..-,..,-- .eelnf'orcino "or5 '"And Smoller---45Dlamdu!S 01'5malt~r ?Jar JI'J/I'J~d .R'~/nfort:ing Bars #~"/0 And"ll -----'0Diomet~r:;0f5'"m;;/~~8;~J;!:;'~d Fj-~s;res~/n9 No;e5~----5e/!5h~d BRG-4 - rOllnao/ion O~5/an eosed On rOllno'ol/on /I7ItIHtiaat/an R~Dorf 13/1 HOfY~It Jnh,.,· Con5ulflntJ en9/n/!~n And Geo!og:"ts·1 Dail!d j;;n~5;IJi~--'-T '---., Allowab/~e~or/ng Pn55UrI!---GOOO Lids/Sq,rt. Dat~'~ff i Cwrd/r7T:Jt~COntrol: Ca//foT{7iO GF-;"d ZOIi~~ '&nclt Hork O~$cripliol7~:,tn'Iron PI;o4 aJTt Ai>oYI!Ground And Slampl!d'1I5Ct'-1910-CUC-IT-l.A [)/s/.' Qlj Nile Norfn 01'a thSf~On nil!W~5fer(!I Ed9~01'Th~W~,t~r!v Luu ~ /.5011.Now From £Vin/!!lard Arl!,Cf4¥."//!::J.3:J1 )151.1!JZ:J Doftim." ror O~C!<Plocm9 Noll!s S~f:She~t 80-e for {lft/iIV Op/!nin9 Not~5 .5f:f:Shed f}f)-3 ~37'.'Mewl BeamGwrdRailing.x-e 97eet flD-15 ":,'0;50 ,-.Approoch SlobSe~She~t 130-1 J ~-~-flC)(POMlon Jom!indom~r S~~s;,~~t 00-4 ----Tronstflon Woll (TlJp)S~e Sh~~t 8/?6-E Abut,ec,>tpon"on ..d .0. .. .. 20 ELEVATION o 50 '0---~rt? PLAN o !I 10....--......-== PROFILE o•I().....-:-;-=" MO'VC, Abut,/ rl)(ed .,,-.".'••'i' B i 1foc~01 Abut,I --.\....J..-foce Of Abut,2Af~9rHStr~d ~r~At~9rHStre~tIr+===:=:_~1£.it"·I...._-Jf "'"" ~9 TH rReeT N.88'57 e7'w.3;50 ,.c.rK. CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. NINTH STREET GENERAL PLAN AND BRIDGE ELEVATION ii ._ WOHATT IS NICHOL,[NGI/ojEERS CITl'OF RANCHO CVCAMONGA SAN BERNAROINO COVNTl'AI'f'I!O~~5liEEl' C M [NGINHRING ASSOCIAT[S VPRQI'EO a-u..li7L fLooo CONTROL OISTRICT 1__=~:::::~~;;:::::;:>2==:!!.......,.~+~:==::;::;;:~~~~~-~tl~",~,~",~""",,~q8R0f6.1I"P~"OI'EllI'li1..!t-$l'£C.NO.DACW09,_Li..Q.91l 5C',7'J-~_T.I;-.Iz,~~/r~---;.!...U.;,...z:V,1?OlSTRlCf fUNO.Z4tl/99 iUl,IA L-----.......L~O~•.,l;T.::!..!~..~IlC:s:..:!!:IT~E£.JCTW~~..~r;I~..EUE!II.....;O~..~TE!.:..w~/;E...r;~"~'t!lEIIC==:JIt!.!C!E==_L!t1:l~JC~O ..~T~Jl2Jol:r[l~'r;~I..~[!..:u!::==-=;:::,._OAa:79 JAN,I5 SHIES ~I/~!"i ,"-.-f8-i I !--I ca9~Uf o~cl<. 11'___,~I/--+-';/4.1C)(f),Jomf Mati 'f.,o~anngll V ~,~16'1(J SECTiONABUTMENT _.._,_..-----~ o I....... TYPICAL 1..0'1001 LJfie~.I--~.Q(f!J~;~,bu(.~.~l: "'1 I /~OU!:~"[1'4"!I ~~NOI~f!. r, .- Je'ExponslonJotnf (~•-T 1lto'~1'"~,r--'-',-',..---'W;Y:bre;'$!?f .'See'"'I .J ...-, Construction Jomt -,~(iilc",L 4-#6>(7!Of1/r.r::~ ,~~5heet 8D-I-....W!tVaYerslop S~e ~110@/fJ'5h~d 80·-,~ I5heet80-1 -----.....~1 #IO@/6'/1 ~( I ,--.. t';'@121'/h...~3·"G Coni.t ~I I \(1)lIeS.7.r} r ~~,;;#Norlh Corn~r Abut.! (U lIe4.84 .I J '-.......T'fc Of -u---l ':.vA Shown Oth~rJ . IIrI 8'(8)/119,93 r,otmg SimI lor-_._"- ~,f/~vaflons ABUTMENT WALL OFFSET TYPICAL CORNER DETAI L (=)IIeO,86 I(•/~£"I~No SCrl/e-.-Note:No Scale-Weaken~d Plane Joml'.-'/._'Abutment Sholl Not BeAoclcfilled Until CQ"ICiet:I ,---- Downst{~om Abutment I --".-$Weepho/~J S~Shed PECC .,",;TR_'CTED..5tr~qth Hos Reo~--c.:eSOpSI,co-,.ICO.NT,~n'flU';-;, (jp,lr~m Abutment 2 80-1 .t'i Co •JtWll Jt.J RS:V'EWED .;:orfs~t Is 8o,w On eJfJma/~d ~~(ject,CY1 I...~I "..!'t.---.",---I ~--.,.........- FRONT fACE REINF.SHOWN BACK FACE-REINF,SHOWN Of W;;/1 St~m Aft~r It Is oed II ~d.If ---,--1_. I rActualD~f/~cflon Of wall St~m is I I ABUTMENT ELEVATION O,fkrenl rhon Tf;e Off,~t ~hown AboY~iVMIOI,I 0UCIlI'Il0t<S W.lI I """"YNo ABUT.I SHOWN ABUT.2 opp,HAI'lD rhen Th~Ij/~r I..enqlh j 01/8e Chon9~REVISIONS :1/J.·...l··041 ACCOrdingly, 01 ••,.iI IrolOHATT a NICHOL.ENIOINURS I U.S.Al.M'(fNGINEEIL DtsalCT Nole --_F:!3-Abutment Shal/8e Backfilled To A Level C ..ENGINtERING A$SOCLAH:S LOS ANGEUS ElevatIons Shown A:'a~cJflngJ Are I!'Belew .8eorlng Elevations Before PloCJn9 LONG BEACH -SA~BERNARDINO OOll'S OF ENGINEERS iop Cf(oncret~At ~8~O(fng t !)/roers,~D'YI SANTA ANA RIVER BASIN,CALIFORN IA Right A,K.J CUCAMONGA CREEK,SA!'4 BERNARDINO COUNTY f/eroltons At AoutmMI5hown Thus (I)AbutmMf I E/~voflonJ PU~.y,CUCAMONGA CREEK'CHANNEL re)AbutmMt c c/~vallon$l Cucamonga Creek C.vR ONTARIO AIRPORT TO FOOTHILL BLVD. 7 ..Flaw ~0'C'CXm aYI NIN.TH STREET BRIDGE 792,00. 1f..eN.ABUTMENTS 1 loIOHAlT a ,NICHOL,f.NIOINEf.RS CITY OF RANCHO CUCAIrolO!'4GA SA!'4 Bf.RNARDINO COUNTY SUlMaJEl)IY,------~--SHEET C"f.NiOINHRINiO ASSOCIATES '2-he.................-BRG-,Left APPFIOVEll II.,..!..HooO CONlROL DISTRICT -----........---';war -~~U c-:"'"j),v./tJ-JI.././APPI>OYED 1.1._"1~MPlOV!oJ.~.SI'£C,NO.DACW09·_us.D..QlL or ~-/.~......,Yt..--J;Iz/,rfn '2.-1#,sf'..,..~_.-.-...J'Ot$TRICT FU NO•HB/IOO 5 IF<:lI THE A"'HIT CT E~CiI~H"OAn CITY.-~(.i1lllEE.liCE •-CO~TFlOl tNCiI~EEFI -..::If"i::";';;v,-.".;'O.l.n,19 JAN,IS SHEETS -- i III" r-- rIII r fn ~V'Jirir-;';'I II II I II .1 III11'1_1II;;*J-' SECTION A·A DETAIL D= I .......0- c-cSECTION cJ<pansIOl1 o !I!! ...........----- o---- B-BSECTION o I P'5i --- I)II!...........N DECK SECTION o !-- TYPICAL N ~.4+ I No/e: A.1d 1100 fI,To Eleva/Ions5hown. E/~vo/lonJ Shci¥nlt'lAre Top 01' -Deck E/eroflonJ '.:J',tSlf~fS FRAM ING PLAN I/Z"·IOr!)1IIoII •---- MOffATT a NICHOL,[/IIGINEERS u.S.».MY ENGINEtl otSTRICT C ..[NGINEERING ASSOCIAT[S LOS ANGELES LONG 8UCH -SA~URNAROINO COifS Of ENGINEERS I I I CAli II HVISIQNS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. SANTA ANA RIVER BASIN.CALIFORNIA .CUCAt40NGA CREEK.SAN BERNARDINO COUNTYA.X,) tlUWH .v. C v£'. ~Il'& If.K'.N NINTH STREET BRIDGE DECK SECTION AND FRAMING PLAN TRANVERSE DECK REINFORCING PLAN No Scale MOffATT a NICHOL,ENGINHRS CITY 0'RANCHO CUC.AMONGA C.lot ENGINEERING ASSOCIATES APPRQ_tO /?~Z.~117..:1. 1'1:~'C·l:.....'1.'-i....Ai......:.;'L//{;!Z!<::----;}A>:./-ztLL.u.~ 'FOil hiE 411U"ntT UlCiI~[[1I CAfE toT1 t.J/Ci'~[U lit [ IPRESTRESSINGNOiES I 'r,j,oo,_,............_~..l.....~__"_'P':"""J_~_/...,..~--~---,.. ,.~j~!t:f~!!.'!.i':.''::::'';:'''?J~'}.e.S!_I''~r:~~'~*."P~~9 ~.,.!,!e.(J$t_._•.~~?~~4:i0Str.n~i.~rf~'i1x;I;~M~;'~dJ f{¥~~;I'tl::'t'~~o7If):'.~:.:..~;:;"~':',.,'::'!!::~~'.!.~(r:2c.~_/2!Jr~~,!m'i.n=r .."....'r;..I"w{{....r~","7~,.,rr:lr:nJluncv ·"VIf;:IIlf7J o71'lWn. to I±.~JtreJ$(n9 S;~~I :t'!all Con~m To AJrM A·~/~·14.~a~ ~1O -. 3,rl7~Ter.I!/~~rel In Th~Pr~!tr~Jj/"!I;$!e~1 .JU$t PrIor TORe/~~:hall _~/81 k.si.Th!S str~,!"Aoy 6!Dmrmlnt'(j 'rnr77 T~Ffj}/("JNI""/;,,1,,111'1111;'''',--T ....-.__--.';J'.T."_".__....."I"'. s-,6 ...~I ~~•\..~JIf ".sJ I,·I r..y,ri2 ~of Lo~t.,1--".~vv Wher~,"" /?~utr~d ,ef 42,•0 ;(jpS 441.0 11',"'. HZ,()·v;:'~''Ii'''''II i.fi~:/~~~~i!!.~}Ir~j._5!!~~~-''101 _O~L R~/~o}~~~('.t,-i",~h.~'Jlro~1' 17fJ;1 "'rrum~(J .....,r..-ompr~J:IV~vrr~rn (rei)'.4'fQOO pJI. 8.~ro~r (anc.ret~Sholl Hav~A MInimum ~8 ()ou Ct::rr'!or~5JI"~.Jt,~ngth rrc)Cf 1000 DJ/.~---,-(--- 9 61,'!J~;~Ifll!Shall 8~cdJ!St~/9l~l if),:cr~~d L,If;'~ff?r.C()nJ;ru.cijOf7_Shoji8~a~l~rm!'?~d 4'T,,~ Lon Tracror Ana Approvert /j1J TIle Controctlng Officer;- NOTE': 7!l°:'''~;I't:;:lJ/~~A~-;;ft~I';~~It!ft'11Jfm95-(');';'t~~ii-h,;'~rl~'-'';7on ....,.,..... TM-j,J/nl.mum J:/i{i;;c~"s JJ 8~fft~n ~-;RJ~J.~n'ld:'PiPjt,r;g~%ijt~~~'J:;;r:dJ~Jj 's'IJ MX$I.Hea 8etwmJ callers OfMjOCftTt 5frorlfis. Approval 1$R~Ulr~d for O~YlofJOn. o lit.......-- i ,Bearing I ....,.-0-' CLEARANCE 'OR PRETENSIONED STRANDS j ItSprmt &rlfinq ~__-+-i_-L{_-Boffom ofOtc.1<I. ~I I ~-r----+---I dfJlleti~I SiteI~.<$':-=--..J t·- "--rop Ofi'lirder P"or To Piaeing De~~ ~,~ve Qlggro.m /5jF;~q,~~f¥,mof:et pli..worC1_ D,.,1,Co..~!Y;'~/~plo,",n I'.r/!':..~,J _~r,'"f'!..a'~P.qt.,";UJ!,fJrIO.!TOr;(qr;;~'~g ~~~_1.~~r-'~1:!9 pela,.~':[1a/~/o(,I l1PfJ !,.:e91JIr~'Y'""?J~slmenr ..If?.nj!~r.~iJ:~ul,!cr~a "':I I('~cfJ!}1ne~r:5;~~;Ts°;g~;,~~~A;J/~g;:,gite!j1o 8~'8.~Y;fi~·d':~fJn. filid SI)e -f;-- II Smoll SOOC~Permd/~II IIIthin {Jrot.,,'DJ -______II~}J 11 lI)rr......t-=--=--=--=--=--_.~/HH"'"r I ::-u I!J II'·.,'·0· SECiiON a-a t:!I ~\1 A.T •n ...~...~.......vn o,-- c •55 NOTE ~:O~/!:-~~O!s,.Jo,.,8~.P/~c~~t~~ClT~_Slope ,..,:COr/om w r;;trQer:l/""Qrr;J(I~'10 ~/~rJ, And L~v~/F~rp~ndi(;IJ/orTo G,rd~r" ~~,:)rJf?OJ t}- ,4~O' l SECTION A-A r DETAI L c BEARING PAD GIRDER DEFLECTION.DIAGRAM o III:I I:--=,........-31 ~-~....... , I I I IIVISIONS IItOffATT a NICliOL,ENGINEERS I U.S.A6J1,Y B-/GINEEI DI$Tl.1C1' C II ENGINEERING ASSOC1AT£S LOS ANGEl.fS LON;lEACH -SAN IERN.ARDINO COlI'S Of B-/GINEEIS _1ft SANTA ANA RIVER BASIN,CAUfORNIAlJLCU~A"ONGA CREE.K,SAN BERNARDINO COUN f'( NINTH CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD._WW1ft CyR, \ STREET BRIDGE GIRDERS SAN IlRNAROINO COUNT'(IV.__~ fLOOD CONTROL DISTRiCT ---__~BRG·'"~PPRovr .'.__."1.1.I.InI:JVAL ~_~NO.~W09._11.{).oJl.OffJ~i::;IS"IJ".,··fI~-------;~~J.~g{$T~IlCT~ru~HO~.~2~4~9~(:'O~2...:...__~~'~~.......~i":lU,....~OAT['1SlJAN.IS $tKTS IItOFfATT 5 NltHOL.ENGINEERS CITY OF RANtHO tUtJiIlONGA . C II ENGINHRING ASSOCI AHS APP"OVEO (~·Ir;,·II?.!. ~"._..•-4<.,••'--I"j ~~,~'ur FOIl T..[..""..,TEn EN(,'NEER OATE ,T,1:N(,"EEJlI JlIC [ -PLAN- $'(1/'/"'20' -.. 18-802 6 N il -NOiE- £I..-otioll,ob/oi""fro",ftJPtlfYopIIi~plan. No grt>WJd_t.,I1f/COUnfM~. I LEGEND OF EARTH MATE R IAL5 LEGEND OF BOR IN G OPERATIONS i MOO••'T ....UNifiED SOIL CLASSIfiCATION MATERIAL SY",OLS COHSlSTDfC'i CLASSlflCATION -t f'l...~__...ROTARY lORING '\PfNfTRATIOH TUr C""u."•••••.•••••••••'"""a.s,, PI Ott CH Iwt OL ICL lIIlL SC 1Sill 1 S~1SW 'C 1Gill 'G~I 1M fOR SOILS ~tjo·.N ..~....~=I":'".'='":';':..':....,c<~,="a-I"...•8 R--......~~.-N..AP~·"'~~e~..-JOIN../~-70..............-"'........._-Acc.......ttot-..._"....._~_...........ltlf--.-...-~*'It._........1.......'........~...ttlM50,...,....iQIJIIII.'...ifMIIII~.eMf"m-&._101 ~.......,.~--..-..-~....t...........'r"Nia~*...""""""".,,-1<-~.i~,.,...-,-......'7.~':''''''''_a'''(......~...~~...~M-I (g5lt 0-i ,."....."......~.~"~...._.-~.I.'-~~~MOFFATT a NICHOL ENGINEERS'·1 •••100"w.,,_t -,...c_SNl..,::.1'-'pelt.-,.--h"" '/~1LA1."IU'_CJtltl."~*..."'.'Vtlll_~~~";-~llloit-,.I4OII-_lua.",140 lit.~;......"';:_..-..........,'.::fL.--'.1.faca.r 11-1-.LMM W.0.0,_,..-....,.t•?:_otII.Wltol'l g!J STREET BRIDGEI...."'Iot ......1tI -- ..II,.:.i<:-'"If C·C«I....'..II...._111>'._;~,W .....I ~....,...clMa.-........MIl "f~''''''''''''''.....;j3eftIJ ••,.e~[J ....""I'01,,0;1 .....~t..,~:ACROSS CUCAMONGA CHANNEL~......"·JIIIt*IHII~.-Itt...............ill.Alt.u_-t.<MoJOlr_Ill,»,....poet .........[.t..----C......*_........~~....•..t........I'-tJ.....-.:......l .......-.1 --EI...llO._~j_"...1.,..-....1.-(.......1 l~r=-Ae:.·~=·tEl m-'...•.--•·lll 000...-•1....·(;<IlI____T·Tr'....._..-0I0t.':~Unconfonoallll __-",~:I~LOG OF TEST BORINGSliltJ_r....'".'-->1'0 ~.,-...........0 I"e-..-.-TI1I.51 .-l1li L.Dt......-uAr'f'L1 g,.....",UCT_-;.~~~~.......~,tIt.ElSiIOJ .":•...l.J:ttATIQ.j"U,TI.••~r.-cl~TLo-'DoII&•ra'....,s.+o-I-I"AL.~I'1•...,I~.........................................III .....'-....~.,.r:..,.;'••,iu".....,OTIIlI.LotIr.T:O.'•••TI....I.'I...,.toot IGI......,".JL 1--;,,!rt ..-..........".,It __laMla1.ll ....,.."......ill..,...., lotOffATT •IOIICHOL,[101'1101[[111 u.S./>I.M't ENG HfEt DISTlICfeIII["""[[ltl"8 AUOCIATU LOS ANGa.£S LOfII I[ACH -SAIII IUIllAilOilllO COlrs Of fNGlNfEIS ~....SAIOITA ...101A IIIVER IlASIIOI,C"'LIrORrtIA CUCAlitOlOlGA CIIEEI(,SAlOl lIER.rtAROllOlO COUIOITY CUCAMONGA CREEK CHANNEL-WIt ....ONTARIO AIRPORT TO FOOTHILL BLVD,.-..~"','C"I..OriiN'T'-;::'j-",",",~~L~VLU.,~.~.-NINTH STREET BRIDGEI_~_.:N.:.!.':::-f'\4r.1n~~.~-_._,.C>«J;ID .... i----·I ~--i--',"-LOG OF TEST BORINGS, ~CIT'!'0'RANCHO CUCAltONGA SAlOl lIEl1fCAROINO COUlOlY'I'IT.------SteT C lit [RIIOIG IAlES "P'A'O~[D r;'~2-;''174.'lOOO CONTROL OISTRICT __~""tr_~BR6~ APP.OV£O·I-IE '17.1.S/'£c.I«),DACW09·_!i_..QQll Of ~:::.?rffb ./~:J:';':,'t~;....,.NttOV;.J.~5:!Jlft ...,~TIIIO fU I«),2481103 SHEETS,.....",...,..J«;..,tr"U'G,"HR Co..C'Ft.OOD CONUOl l~~'N[U -.,.1-10'"-•1£gAlE,7g JAN.I:\.'-'lUI (/-J .~. I f I -,;I ! .•~--'~'~r---~-_'.,._~•--~.~__.__---...,......-_.-----~_-_ NORMAL -------------------- l Y ! SECTiON DETAiL A ----_.-----~~~'_._----------------.--,-.--.-....----~._~r"'"l-1 I PLAN BR!DGE APPROACH SLAB r~iC' ~o, WEAKE~~ED PLA"~E JOI"~T NO SCALE WEEP HOLE DEiAiL lIl"I I"-c)-o I I',. ""tr5 SECTIONDIAPHRAGM Af EXPANSION PI ER .-.--------ill----~I~I~Ittl I jil ~Jil I 1 1~1il1 t Fi~l-\I4.-+---·- ~I I ffr 'f1f I~'I I Iii U I '"I I ~~I, deoiing DIAPHRAGM SECT ION AT ExPANSiON ABUTMENT I I---~I ( I i ~.----.-.----+I-m I 0,1 I III I-~I I Jil I.II .ll Ii---Hl\\6W~- _t I "I~I I III I I I ~I SECTiONELEVATiON VERTICAL RESTRAIt-~ER Ut~IT WALL EXPANSldN JOINT WAiERSiOP SiRiP WAiERSTOP DETAiL. iii"..i'-G'o o s·"'·0"u4 vI ~.. ••"••~D-I~''''!!!'j!"··.··0·lJ.f.1.1:114 .' REC/'.....C -:"".I-C-O~-IT-.N-J-C'R=-r:.V~-~.;-, ..:---'"~')~w I==\u.e.1t1_;_~ fJm~hed ChannelInvert.-~FJntsh~d /Chonne-I.-:,6ro1~ 5tructi.Jr~ 80c/<flll ~~i2'-2t~~T-Sfrucfur~. bCOVO!iC¥7 structure !jock"II o II~~---. 0 e\-, •_41•.li:.~.~~~io:_;· t=1=~ e"-.!L __6..r:xilng ~k::=:=::::::;-u-rl-=.==.:::::liCL:::1t-~/on~ finished Channel or d LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL (f~r 8f1C!ge Quonttly Defat!&eol<- down Only) IEVISIONS A./U ~IT,SANTA ANA RIVER E1ASIN,CALIFORNIA CUCAMONGA CREEK,SAN BERNARDINO COUNTY ..OffATT 5 f'llCHOl,ENGINEERS U.S.MMY ENGINEER DtSTRICf C"ENGiNEERING ASSOCIATES LOS ANGELES LONG BUCH·SAN BERNARDINO COlPS 0'ENGINEEIS PIER BACKFILLPIEREXCAVATION " ..II.·."-0"•o I-- ABUTMENT BACKFILLABUTMENTEXCAVATION CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. CvR. .I-dLJ TYPICAL BRIDGE DETAILS MISCEq..ANEOUS DETAILS -SAN ElERNARDINO COUNTY AI'f1IO~SHEET ,lOOO CONT11.0l01STRICT I ~::::::.!!!!::::;:2::::::=~iiNd~_k~::::;:;::~CO<Oi4t~~t!:J:~1Ilr.Ii!flil~-~~a;qr!!!:~BDOf-I .lPPRINf -I li7.1...~NO.DACW09._I~"'Q.QJL-..~l\1e~~I..~~J~::tii;;..re.~TR"'fl.fNO.Z48/104 5 -FL CONTRO~ENGIN~----""""__DAlE.19 JAf'l.IS SHEt:Tl CITY OF RANCHO CUCAMONGA IoPPRQVEO It ~]..r.j'jl~WOffATT 5 NICHOL,ENGIf'l[[RS C M ENGINEERING ASSOCIATES iZL <1':'&4./0$fu FO"THE &.A'CHITECf IN(#I,.[[R Oa,Tf .1 I _;j·d I"--"'__....II ~~DelQ11 A I /-V I r ~] ~~_._-'---"""""-------_~_'..~~~--'-""':rr"~~-_._~__.·r~,__'_•.--,,-~~'._r '~_...~'__'_~~_.'.,_",._,.,--..~ /f.}4' ."{').,III~l i-'-----.ft----tlhI~F+---?t l~r-------I . I DETAIL A ~-i 1'111n.~.r.2%'Nln.I'HoJ!~obJ~Iron-ii 1-'_.•..•• Dr SledHex.Nul_II ItH~,rl'7tn/l"rlBollltl~4L9. /',,80ifd'Long __U '-:A--,h - 1-r J -""/~J . 8all:In/erln.Oiapnra9m/ -..--_..-,-,.,,--_. END DIAPHRAGM ,-------- INSERT ASSEMBLY DETAIL END DIAPttRAGM UTiLiTY OPENiNG DETAi L ••D , ~ III ."'0"• ELEvAiiOii SECTION ABUT~£NT BACKWALL INTE.RMEDIATE DIAPHRAGM \';I\., ii'i~ \: ';·:~R'CrED ~C~:~WED:--_..._--_./ I£VISIONS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD, TYPICAL BRIDGE DETAILS MISCELLANEOUS DETAILS UTIL.!TV OPENING DETAI L. Tt;plc.ai.,"-or Pr~3tre"$ed a/rderMa'T"Beam A.K.J. ~IY.SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA CREEK,SAN 6ERNARDlNO COUNTY C.vie. H.R.N. PRECAST G tRCER DECK PLACING NOTES WOFfATT II NICHOL.ENGINEERS U.S.;.AMY ENGINEER DISTRICT C"ENGIN[[RING ASSOtlATES LOS ANGELES LONG BUtK -SAN ll[RNARDIND CORPS OF ENGlNEElS I.Llj(i9lfudlnal COIistructlon Jomts In Slob If R~~/ji/ed -Are ro8e Located At The toye Of'iraffic Lones Except As Approved·._ -eWhen Longdudma/ConstructIon Jomt Is USed A e~o" .aosmg P6ur.M'.Ist Be U,5ed 'J Ca,rpi~hon Of !i7fe;-"ie.jl(jf~();"!P'''--'fJgJ7iS Below'C/osit79PourFondWIllNot8:PermItted Until Deck Slabs fhve 8~n-Pl(jud On 80th Sides OfSpllceSectlon 4.:The Lonodfjdmol Deck.ClOSing Pofjr Shall Not Be Placed Gnlll Three Doys Iller PIC/CIng OfAdjacent Pr:iJrs 5.f:,e;r§~AiJ:!::d ggPB:C'lm.s Shall e.eJ!/~w~t."0'f)lmIM~on .Joint Cult Concr~tt!f'//7,ed tylnter :rail-.pol;;'U17Vl1tl r~''PeA 3'u'~.~. rflpelJ I'-J~'~. UTILITY OPEN!NG DETA!L J 0 IN TDECK I-Vi".(~o· D III , ~ ,-.(.G" i!!!~~~~;;;;;le·~~!!!!!!!!,!~"1 width Sow C"t 1:1'1J~Yd_.4H't'f~.(jro(}ve ~-,-:~-,'~~-~:-~<,.~",~ !Ie ~ f'ref(}rmed c!o!flf(Jmerir: J(}litt 'eol TYPE 'a'SEAL SEALED DIAPHRAGM WATERSTOP e.FORMING DETAIL for ..5tnp WotiYstop [ktotl--S~~Sh~~t 80-1 D IPC::S !NTERMEDIATE KEY DETAILS H/I·'(.G" I I SHEAR KEY DEPRESSED KEY D III ..J ---r--._.,-_-....-:...-~---~.-_...•.~.----'~,'•~,-~,.•._4.,"":,:,,' MOHATT 5 NICHOL,EN(iINUR$ C:..U4GlNHRING ,USOc:rATU ... CITY Of RANCHO tUtA"ONGA SAN BERNARDINO tOUNTY IJ'f'RO :;HEfT VfRQV£O It~l-f "7L HOOD t.ONTROL DISTRICT 1_=';::::::1~;:::;:::::~~~-:::=:'=::::=;;;;~~~-~-~~~B%;2,_~~)_"'"pp"ovEO_-,"7..t ...SI'EC NO.c...CWOg._li a.Q.Q.IL Lk .A:-Y..-/".-_;,.L.DISTRICT fU NO.Z4 81105 5 ...~--IO;.;;;;;...;.;.;.:o.=;.;.;.:;,:;.;",:;;=:o:;;;.......:;;;;.;.:.,.......~;.;.IT~~;;;,;G;;;;.N~[[;;;.A _.:.__....;F.:;L=_=~T;.;.;...;;,;OL_E;;,;;"~GI;;;,;N[;.;.;EIt ....;.~o..n,19 JAN.15 :;HflTS -\,• ..-'..,'"'/ ..~_._-__~_~~~4 It .~-~--.--..------.--~_.....__...,~-_"""'"":--_~.._._.~..~.~.".."'.-.-.-~-~_~_--.....-.~__m.~"_~~....,......~-,~-..__.__~.-, -No/~s rorFreSMl1 Full/Nt _.Ofllttv .tJP~/1//1q" Af"i;i A"'·"'-;;;;;'~;;:;;';",,";;....;"·-.--....._..~......,"'~'--"-y~ I.Pre,~~?t"F(JttJr~(,it/lily 0p~I?/:7;1,7 L?ler/nedialt!P/opl,rg;/7J ,PerI)~ta/I Sl;eef IJP"'"c Co f're5~nf lit/IiIV Opc(l;'i79 ;'fi ead J)iaphro!Jm ?~r Odeil Shed BO-.? .5.FutCHi:tllildV Opi:17IR9 If;end [)taphro9m Fe-r vcla//5h~{d 0/)-3 Hdimanav~.Vineyard({V~,~I/;~;GMSf. fJrrd9~~" l ?re5~f1llrl/t"r~tltl/rtv Open//19 /n ln/~rm~a'tot"I end 'o/ophro9in f'er Oda//5h~et /3I?-Z. t.Pr~5~/1t tiN/ltv Opel1l'ng lil AbtJlnulll 13aclrwal/P~r befoll 5h'ed 80-£ "'rtJturc t/tl/dV Opening th AotJ!mehf 13o'#.vol/I"~r O~/all 'huf fJf)-'- END DIAPHRAGM ~,••*i"·C)"o.I •.---- ABUTMENT BACK WALL Abu;.4Abut.I I"' I...-....I~Org.fJ,oor.J-...I-I Profileorode-..=:, I I" /.Comber Shorvn /5 for Totol Dead Load.No Allowance For Foluwork..3eft/ement /s Included. 2.Cornber Sl7own;,f;:"y Ultlrnot~C~od Load·'(1I,';/ci.,WIll 8~,~cl,~About 4 Years ,~f/~r fo!seworc /3 l{~mav~d. 3 for YO!i.Jej @iJrne OffaJ"work Remaval DiVIde Thes~l.f:ilues Shown By 4. CAM BER DiAGRAM No Scale EIGHTH STREET BRIDGE DETAIL II II 1----1 .--.-~=-----­.".:-FLtCT::O-~_Ji:-::I:""£.....7::·(Ec='?-.._-_=: IEVISIONS CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. I I WI(;<flIY.SAr'HA ANA RIVER BASIN.CALIFORNIAA.XJ CUCAMONGA CREEK,SAN BERNARDINO COUNT'/' TYPICAL BRIDGE DE TAILS f(.K.N MISCELLANEOUS DETAILS lotQffATT II NICHOL,(NGINHRS I U.s.~Y ENGINEEll DISTRICT C"ENGINEERING ASSOCIATES lOS ANGelES LONG !lEACH -SAN IERNAR01NO CORPS OF ENGINEERS CJUWN .To c.Ve SAN SUNAROINO COUNTY ~11.A/'I'ROY&...__5liEEl' FLOOD CONTROL DISTRICT 1 ---:::::::!i.!!:;;;::Z==~........~k;;;,;:;;~:=;::;::~~tl)j~""~..~a!!~~~·~~BDOf·3"P~RgV '_,r '1173,tol~rROVAl.f,J'fc.NO.llAl;;W09·_IL..!ll:lJL~_d~RECO _'OfSTRItTFUNO.2481106 5 ii'Fo""o""';"'O-'NT=II=O'---:-["=G-'N""((""II---=-...,.'-~OAT E,13 JAN.I~5liEETS ..~..l~_._ i ' See JonlSeaI Oeloll PLAN_r-this sheel.(lnglll for payment of Tuoolar -Nand RaJ/io.e.'0'0'11:'0"ng.J'..""-/T1CIX.-..'-min.-J I z!o.2'-6" R y#4~~/op /~5r-118 I 1r. S;>Cf7 T--·-~--------------------r ---------~------~----------------------~----------~-----_.--j~------------_.-......_~-------~-~-----~--~-----tt-------____~~_____~J~~•------ Q')"-~~,-../T I I I ±tr1!?>--~"-•~rd---LC:l~•.9 of .I- ~ "-·5~""~/8 "-r-#4 conl../;)-./-; DECK OR WALL JOINT EXPANSION JOINT AT WALL ONLY ELEVATION Form ~,eo /Jy iWupping dud witll ISlo building palH'(If'equal. UTILITY DUCT EXPANSION JOINT 4 '5 'O!g"or ,";.(dg"posl poclr~t 2-'4 ~Z.II" I'-g" (I'·g"WIOE) #S@g" z~o"'5 xr,IS""wI~~=~' (4"0"WIOE) TYPICAL SECTION TYPICAL SECTION CURe DETAIL POST POCKET OCTAIL NOTES: .' TYPICAL BRIDGE DETAILS CONCRETE BARRIER CUCAMONGA CREEK CHANNEL ONTARIO AIRPORT TO FOOTHILL BLVD. IEVISIONS For hand railing noles and delaJ/s nol shown,sell "Tueular Hand Rolling"sheel. Dimensions wIll vory wtlh crass slop/l and with cerlain Ihiclenesses 01 surfacing.Sell bridg,plans. CleoranC/l 10 reinforcing sltel i"curb and raIling /0 bll I"except as no/eo'.LongittJdinal reinforce~nl /0 sloP 01 011 expansion joinls. A minimllm 01 2-0'-5"rOllnd openings orll reqllired lOr fulurll or exisling ulilitiu.Openings are 10 /)11 uol,d at ends ilnol ustd.Duct forms orll 10 J;,Iieo'down. Mole'sf71()t)lh C/lIS from filII wllom olsNI to 1~"clur 01 lop Ieovi'!1_qlleo~1 one campllt,Clil Mt/f'Un 11111 lop of tlte CIII and lOp 01 steal.When ntctssory CUI wck 01 seal 10 cl,arconduil>;,.~,... bb.wM 11, AS.' tt£N IIIOfFATT IS NICHOL,ENGINEERS U.S.AlM1 EN(;lNHI DlSTIICT C"ENGINEERING ASSOCIATES lOS ANGElES LONG lEACH -SUI URNUOINO COlrs OF ENGINHIS ~D..,SANTA ANA RIVER IIASIN,CALIFORNIAA,KJ CUCAMONGA CRtEK,SAN IlERNARDINO COUNTY A. E. o. 8. c. I----~--, CITV OF RANCHO CVCAMONGA "PPIlQ"ED (l-t"1.1~ Er/t;1I 01 girder Seol to be CrYIlinuous. S,.nol,E JOINT SEAL DE TAIL MOFFATT IS NICHOL.(NlOINEERS C M (NGINtERING ASSOCIATES Nol,:T!"pe "a"Stal sllown.Typt "A"s,ols 10 Conform to Ifle gtneral palll 01 seal shown For Mtlol B,am Guard Roil ConnlCtion ~/ails nol shown s" ROfling not shown. R,inforcemtnl shown is in addllion !O I!"picol Barri"Hatling r,inf.. NOTE' MN{JI ~_ 1--------.,(lwrd rtlit r----~~~_2·/~"HS bah~~~c...-l....-WIlli MJI /7lIf$ tIIld W(ls~r$. ELEVATION tGl1ld z'..o:#S~O<:l 101.2DOWNSTREAMANCHORAGEUPSTREAMANCHORAGE{ METAL BEAM GUARO RAIL ANCHORAGE ¢:J Otr«lion ofIraffiC End sICl/oII I1Jl1y ~,nil from tllI.,-lIl1lil"l,miMI sleliOll or fabrir:l1f,d. ~----------------_._...-.----""" ---~l~.~ 9~~: InIl7. 1 I "j' L¥Jalh for poymfJt'ltI---.---"::=~-':":::..:......!:~=~-----J.-- for Tubular Hand Railing 5!o"min.-IO!O"tn<1.t. .c:.~ Iii .";l C\I.~..... \~~ •~-'..... (rUbUIOr Hond Roiling -----._-_.._- I END POST O£CK OR WAL L JOINT TYPICAL SECTION ELEVATION NOTES: I.GoI"atllz,roll oSSlmbly off.r fobrlcakon , 2.Posls shall t>.normal /()rolling. 3.Rail tub,s snail I),srop ~t or fabricalN to fif horironlal CIK,,'wlwl rodius is I.ss lhan ~fl. 4.Tub,·spi'cnshall ~Iocat,d in th,tubn spanning d«k or wall joinls.Inertos,joinl width in tub,s to maleh ,xpansion joint width and incrlOs,Sft", Illngth eorr,spa7dingly, 5.Top rail tllb,~II b,contin/lOus(W.,notl,ss Iha"lwa posts 1JtC'"a short IIf1gHI /s ~mll/f'd n«Jt'd«k 01' wall joints,««kalitys,or othtr roil discontinulll,s. 6.For fklails and rMtorr::.nwnl nd shown Sl'"Conerlt. 8orri" r.SH brlflv'pions for limits 01 Tubular Hand Railing. - £L£VArlON - ... ------~----- ,...-- f--------_ TU8E ...WELDED SPLICE RAIL CONNEcrlON DErAILS I i I SECTION r-z.Tack nId .Jt,"nut insitM of sIHW \.fer $-'6~IIu bolt Wltn lod wash«' I "":.~c $/etv,frxlTH!d of ~1tI1l. I~I _"\I~'thus n ,for sliding~8 "min.fif insleM ofrail Nt>. '---W'holu fII'Or and for sldl SLEEVE Noll,%"l1IIt lack ~Idtd to s/~rnay ",-,.pbcMbydrllkdandfa~ho" In slNV'.(T.S.Jx2Jt.1875 similar)- TUBE SPLICE DETAIL ..f ,.. '. \~~.:_-::~ RAIL CAP POST ANCHORAGE DETAILS (r.S.3x2x.l875 similar)6'i1f £Posl PacK";---=-~Porap,/z r.S 3x2x.l875-_-(Tllb,Posl -~-.-r rs.2Jt2X.l875-g _+_~ l5.2'2'.1875 Mar/or ~ posl --r--,.:~..... J ----::;:RE;:;~,.-;:;-~·-·_. I II I I I REVISIONS ~fATT •NICHOl.,ENIOINHRS I U.S.MMY fNGINEfI OIlillCT C M E"'I~HRINIO ASSOCI..TES LOS ANGELfS l.Ol\jlO 1£"14-SAN IERN"RDINQ eotrs Of fNGINEEI$ ~Dn.sAt-H""N"RIYER ."SIN,C"l.lfORNI..A.K.J CUC....ONG ..CREEK,SAN ll(RtURDINO COUNTy P5. CUCAMONGA CREEl<CHANNEL ONTARIO AIRPORT TO FqOTHILL BLVD. I1.R.N ,.. IIIOFf..TT 5 NICHOl.,ENGINEERS C ..ENGINHRING "SSOCIATES ..l.,",-\.;~"-"""'J _~.;,<,~;',;. L....~~a~..._'..--....--------.,:.--:'~Fi:;::;-,~.......:;,:l...:=;-.f-=':::;'!£.c:-::-~-;:-;~~:i<:T~...!.~<+';:'="[''''l'';-f;&n CITY OF R"NCHO CUCAMONIOA TYPICAL BRIDGE DETAILS TUBULAR HAND RAILING SAN BERN"RDINO COUNTY I~~.--~ ..... SP-I -wOF" U SHeET -.---.,. Z4B/I09 RE'l'B' DtSTR/O fU NO. SITE PLAN 19 MAR I' OATEAtPRQYfl), S.P.RAILROAD BRID~E 522.97 RK3 ,-... REVISIONS IUYI5[{)SI100FJ D-""'1/'1 P'PEJ RKS OlAWIC n, RBU ~n,SANTA ANA RIVER BASIN,CALifORNIA CUCAt,lONGA CREEK,SAN BE.RNARDINO a RIVERSIOI!:COUNTIE.S U.S.AlMY ENGINEEI Dl$lltlCfCASHaJENKINENGINEERSLOSANGELES LONG BEACH,CALIFORNIA CORPS OF ENGINEERS SU8MlTTfl)IY, XAL~:I iN."UJ FT. \ PROPERTYAIRPORT '. G'Sop.F.'L. ___WASTi ROAD --~~-,-- .I .-~'_.. ~ ", N -- ~ EMI'OIi'M sr. '.. VICINITY MAP I 0 I ( A8dR.'ttILES ., •c• ,- --~:E$$K>IML iii TO LO$/;NGEL..£S t .... r'·'··'·,. _.~ 1"._.". 1 ONt..:t .1,-il~.;.~...1':;:I"t.:t;~ i-li. \I~~I~....~1 ~ 'E'Yt.,it...-'V4 --) -,;.4'1:1.,+' E..xT·!eJ.1~· 4./V1A11I/e;,uRYe aJR,VE No.'Z D ./"4l3'to' R .316~.13'3; D...e>'51'0/" Ii ·Z"l;'.~~; L ·t1i.~' {;.XT.•"T·4i' t-R/W ! Ii /1 ~ GUASTI ROAO""'---- TAI'K:f TRI<•127~.M' 5HOOFL.'(.1'2.B~.,,,' 3.MAIN CURVE.oN/..Y eu<Ye N:J.~1I 3o•"10'w" Ii!.•:;1~3.i~3 Ia•.:Z"'~'iq- ...s 7i.1f' t..•1t;~-eT' bi."~.~'i' C.M? 2~' ,_£!;;C;.TO E.c;.E,X./57 PMP1.'SPlfVO..!-~7A S •I.a:xo 6.•i~57'iZ' t ::o;VrW! L ;I ieo.a:;' fS!'=()..4f4' .I.#.:=.I"zt:J.CA::JS' J.,-::r(RO.""s' S'.jPe.,1t.ELe,V,2.f}5 " 5Pecp GS f>",£1-i x-;t...e :i N...iOrT. SECTION TJ-IRU 7/E.----- PAYSVALUI;ENGINEERING 100 PLAN5J-/COFLY aHHA 'SOUTH ?C-~L£.o I Ilio lOP! 10 <>i<>Zi7 ~FfHHRH I 1IIIII ---, IIjI - T4·~?4 T JUIDATII","",vAl \~--- -~~~,--~.~...') __·l:"/~'·'. S.P.RAILROAD BRIDGE.522.97DUwM111 RECC~~-' I-C-ON---T-N-O-.!--RE-"•2.-.-.~/lIJil "'-<oN:.-r-~rt.~.-1---\-1-- REVISIONS I.t\I REr/SED $H~6FLV DRAl!'l PiPes CASH a JENKIN ENGiNEERS I U.S.MMY ENGINEER DISTRict-LOS ANGEUS LONG BEACH,CALIFORNIA CORPS Of ENGINEERS OESI"""D IT,'SArnA ANA RIVER BASIN,CAliFORNIA R KS CUCAMONGA CREEK,SAN BERNAR01NO Bl RIVERSIDE COUNTIES ~uuuuu '(F $'~ Ulln IIIII1IIilITTI1I'IIIT 1T PLAN V!t:.Y\i ~f#COR R.META L ,!J I r.I"<..4-<II \'I \\\\\\--------r-----------r--+--t---'J-+---I---'~---\-~~---_,~-t__---~--·------\\,II ,~- ~.t ~.~.,I,·1 I ....,,:.A.ir-i--eAL'--K;>/,r~'II,.t--F1LL----?'- _____----I..~_l...___~_I_\"-::'.~l'\'~~r=L-.\~---J-7Z"¢C.MP. I IO-'!-f PIPES ~ - I I I III I II I BB RKS SHOOFLY PLAN CAT! Al'fROYftlo ~1~~79 MAR 15 DI$TRlCTflI.f~.2"9/110 fl.,.EV'8· S>jE£Tsp-2 OF I) I - ~------,-----LI -"':""'-l-I__~SA-=-=-F~ET------=-Y------=-P....:......:.A....:........:YS~_L-'----l'_~!'__~&._;)G~__~ l..~'"~.\--------.-.-.-----~,...I --... fjfT.r{/-------------------~------------------r--u7;_;..;--~~:::-;~~;;;-;;~:-:-:==--~-~----:--~-----;-.~-.;-:..---:----.-..---'..-----------~.----::::---~---~.----.----~.~~--.--'-----.-------------------- VALUE ENGINEERIt'..JG .rPAYS 1 I·I PLAN StX;TIO/'''; 5HCOFLY PAKTIAL secT/oN ,t:J SHA rz Tie PLATE. FiLL. I ?I~I PILL I PIPE VI;'AIL r;---...~~~~'~';;:-__--------------!-/I\~l..e..''.-".I!"'''\:;~nr....~-~~ J I / .,.----:~---~ ~~~...I_J \----1 IB'...REvl$fD SHOOFLY DRAIN PIPE' I WIlt I AIftO\Al REVISIONS CASH a JE.NKIN ENGINEERS I u.S.AAMY ENGINEER DISTRICTLOSANGELESLONGBE.ACH.CALIFORNIA CORPS Of ENGINEERS W1(;tG JY.SANTA ANA RIVER BASIN,CALIFORNIA R KS CUCAMONGA CREEK.SAN BERNARDINO a RIVERSIDE COUNTIES s.P.RAILROAD BRIDGE 522.97 BB DETAILS a SECTIONS SUaMlTIEO n. 79 MAR 1$ 5I'K.NO.DACW09·J.l I-P.9.!l DISTRICT fU NO.Z48'III REv'of',' SlifET SP-3 OF 1$ L CAli I.."tOvrOt N I I; ~ REVISIONS ~n.SANTA ANA RIVER BASIN,CALIfORNIAwasCUCAt.lONGA CRlEK,SAN BERNARDINO a RIVERSIDE COUNTIES CASH a JENKIN EN GIN EER S I u.S.AJ.MY ENGINEEl DISTRICT lOS ANGEUSLONGBEACH,CALifORNIA CORPS Of ENGINEElS ---------,----------------- PAYs ---T- l-EY/$T id/i':AvE '------E.4LLA.~-r ENGINEERINGV'ALUE r-TV'P of f!,A1t- tlll1pl'...-~,ji;> J """ 7/E5---' ~/w .,....- 5P-1 r-------. I-l----t------<e ~IJA5TL R9AO,,-_------~.\\ I ,--1~--...--1 1 ------~-----'-:,.....:-----;-,-i I,Q/I I CUAR FOii-F-r CONNECTiON,,,,.~I 9.s",.95~i--------------Dr -SOIiTHEf:.j.i P",ciFiC-----~----'.."-.9;4-,~I II,~\,~t.-JI I '~'==-~a:=t!:::::L:_==:;;=====-:::===~=:=~_==~==~~I i II~r,--,..~-_...:..'-/'ill ~II I _=;;••A_t;'/,;;,'-/J','.I _=--1':,./...'\'11 ~I ,III .1 =-------==---~_-..:-=:::::::::~=-s ~.,/J-.?~Al'~iIill-I -?-HC:OrLY___/'~=-----_/""11 ~-~I I,\,jf -\9!H .,,:.4 ~~~------,-----or~-_-==~,I==7~/='['=·----------~"'~i----------- ______~~---------J+;t--------»5 ----~~=_-~~~~~--_-~-=-~-=:~~::=====;;=::~~1~~~~~~~~2~-~-=~=~~~;;~;~-~-~-~.~~-~-~-~-~~~~5~~~~~~~-~~~~~i========~-~-~--~-=~-~-=\f -----,~:-l--~-~----I I ,\>:r8\h\. II,II ,9$j o;:p,..SlTV ~"'-f---------LL-_.---+----.-~'-~-, CI-IAI.iA/El..4:NJo /I MATr;:;.~I..IN~------ -------------~------------------------------------------------------~..--,-..-------------------- -------~-----------_._~.--.._-"-~--------------~------~.945 I! III S.P.RAILROAD BRIDGE 522.9"was SHEET SP-4 OF 13 SHOOFLY GRADING PLANl;HI!<;Ull ,r, RKS ~19 MAR 15 OlSTRlO'flLENO. \ PAYSSAFETY PROFIL.E mRU ct :1'~4-ClC>':,"=5,0' o 5 Ie? "8:=H H H I 1 SHOOFLY lit-En..-=CAL.eveRT,SCALE. /(;1 '--....L.~-~---'--------.--.__~_ l 0.S.loAMY ENGINEER OlSTi.1CT lOS ANGELES CORPS OF ENGINEERS REVISIONS S.P.RAILROAD BRIDGE 522.97 LEGEND I --750--.P"15T.carrot.ll?t..Nt=I ~F'/;JiSHEV (;CN"1"wl!l.iNEI ARCH PI PES GRADING PLAN SArHA ANA RIVER BASIN,CALifORNIA C'JCAMONGA CREEK,SAN 6ERNARCINO a RJVERSICE COUNTIES IfErH{O SHoefL was was R KS QtO;fD I", CASH 81 JENKIN ENGINEERS LONG BEACH.CALIFORNIA / \ \ -"----~.---*~-- --_,__~9$/-._ !!J(a ""Te.PIt.err CJ-/AAj.je.L P#!ofo:SeP INYE/:.T ~,eJ.PiS ../ ....--'._-.--- --........ 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GRADING PLAAI $CALe /1:lap- IC)0 I""1.QHHHHH!-., SUllMlTTW av,CArlA/'fROVEDo HI MAR i5 Sl'EC-NO.DACW09••l!....20911• DISTRICT fU NO.248/113 REO-A" SHEET sp-5 OF 13 ,-/ [,F'"---p----------------;------------------r---;;V:-;.-'--:;A~_;-L7U;-;-E;;---;E;-;.N~.;-::G~'7;II\I~~:~E;;-;E~R---;-'~N~-G='7-~P;-;A;-_~Y;-;S;----------------- I SHEET SP-6 OF 13 ~NO.DACW09·_U..Q~.l'- DISTRICT FU NO.248/114 o, Ilry.A REVISIONS 13 MAR " DAlEAl'fltClYEOt TEMPORARY SRI DGE GRADING PLAN LEGElJD REVIS!0 SIlOUl oeo;al Jr. RKS WBS CASH a JENKIN ENGINEERS U.S.AiMY ~GIN[U DISTRICT LONG BEACH,CALIFORNIA COI~SO~~;~~[ElS DUWI"'.S.P,RAILROAD BRIDGE 522.97 ~\;NOlI.y.SANTA ANA RIVER BASIN,CALifORNIAWBSCUCAMONGACREEK,SAN BERNARDINO a RIVERSlor;COUNnES SUBMmU •y, ---9':2.--- ~, ~P!iN1P SI-It:?OFLY jJJP C(.I!.ve/iX 7.C()I-1P'f..eTE CHAI.INEL WA!-LS A1-..JP I/<JVERT, PROPOSE[)CGJ,STRUCTIW SEQUENCE: e&l CablRUCT C.M.P.DRAitl PiPfjif SHOt);rq 2.DEMO EXJST BRICGE. 3,CClJSTRUC7 /..JEW BJi!.IOGE, N, t ..--.............. 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OLAD LOAD MOMUT SUfERIIIl'OSED OEAO LOAD MOMUT • LIVE LOAD +IIIIACT MOML~T ULTIMATE HOHENT (REQUIREO) ULTIMATE HOMLNT (PROViOEO) OEAD LOAD SHEAR LIVE LOAD +IMPAct SHEAR 4.LOAOS: qEAD LOAO: •tfi~\/ \\/\!'\<-'1\\\\/1 \\\\\\I: \'(\\\\\~,I..~\\\~_:'irlrJ/ \\\\\\~,j ~r//\'I.~\'\"tIll /."r//,'\.,f-SYMM/!:TRCAt..Ie .I\"\\\."""-f ASWi"i!R.iru..E.:/-#-'f.....\If1\\\\,/".t7./F}i!'('-----FIf.E.-1io £'A.O-l a;!'-J~15T OF~II I\\\.>-';r-/&:'t::---o .I.".7HR~~·-£fE.#.t:::!-!;GIIIt=t-i )L "R~-~.....~="-(,!.-i i -$.l WEL_=,T~,,.,...... III HII ~I /;'1'-=11-"I I Iii I I!'.~1 4?ir~iiiIi'1 J'••j?i 9 91 rt.J L(d:9~iJ.13+-1:;>"~J •I'V U!lS ALLOWABLESTRLSS I•!OOLL •541 ll+O[ •800 +,i .i71rr:-r JODD 'SIIlDD'$/ 5000 P$!4500 '$/IOOD ;$1 4DDOD 'SI IGlAOE 401BDOOD'51 (GlADE ,0) ZOOOO PSI (GUOE 40)Z4QQD PSI (GRADE BO) 270000 PSi 1UDOO PSI lSHQD PSI AS ABOVE -PLUS WINO, LON'ITUOIRAL OR EARTH- QUAKE -----.------------ FER AASHTO ~STA"OA~D 5PECIFICATIOIS FCR HIGHWAY SRIOGES,1ZTH EDITION,1977,SLCTION 1.2.20.SEISMIC RISK lONE 111. An COMBINATION OF DEAD, LIVE,IMPACT'CLNTRlfU· S....l FORCES -------.----..100~AllCWABl'ESTRESS ~OI.PRESTRESSED MEMSERS: COMBINED STRESSES: LIVE LOAD:COOPER'S E·72 !l!f.lli: ri (ULTU'ATE:) (,I (AT TRANSlU)(.iWORlI~G ALLOWABLE) ~ ,;(ULTIMATEI(~I-(AT-nANhu)Ie (WeIll;'AlLO.AiLtj '.IWOUIU) I.OESI'.STRESSES fOR BOX GIRDERS PRESTRESSING STRANO 7.DLSIG.SlRESSES rOR AIUIMENTS COlClETE ~;(ULTIMATE) fc \WOUUG) REI.rORtING STEEb Fl 5•.AlLOWABlE SOIL !EARING CAPACITY·5KSF y"',,,,;,.O" /0 AplfTMEJjT 5Ec:.7/Qlj @ rid $C.AL.5 /I~N.I~O!' ABUiMf),.rr gSH EL.EVATiON ~fCl~'I.,w--..~JI,'./IrI,e;.n~'v'\JV1""V"\IL-'"/ ..,......L ..j ~_-i.i,L BAH Ed F3 - I DAll!I -AIftO,-..... III -J ~'f I .RECt~~-"..···q-'CTEO , ,..,"-.'_-P.-.·-_••'_',-OI>'"_O_\-CO:'<T.NO.1 RE-/.'D ',_.--·-"'l-A'-M6M~"Ow1~,--1-1---1-'-1--CD1::7 .sr=CTIOAJ REVISIONS CASH a JENKIN ENG,INEERS I U.S.Al.MY ENGlNEEIDlSTRICTlOSANGELES .LONG BEACH,CALIFORNIA CORPS OF ENGINEERS EXIST BRIDGE (TO BEDEWU5HED) otS/(;IClY,SANTA ANA RiVER BASIN,CALifORNIA CUCAMONGA CRE.EK,$AN l:1ERhiARDINO Ii RIVERSIDE COUNTIES _WillY, WBS S.P.RAILROAD BRIDGE 5;)2.97 RKS DEMOLI TION DE TAILS SU&.MlTm.l Iv.OAnA/'fROYfDo 79 MAR 15 Sl'fc.NO.OACW 09·_u_I-.9.Q!t OlSTRrCr fU NO.Z4 8/116 f?E::J.•A·I :;lim sP-8 OF 13 L--~~_LI ~_L.j S_A_F_ET~Y_...:....,..P,A~Y_S_-----l.'_----------,-~---'-'--~*-l~30l·---~-------~.-------' ..4.-_L---~...d_"""""_ --,, -r IQI~I"I j f --.1 ':'1tA6uTM~~_~~_'_M_6_9_.0_t_'2_'_·~_~-;I~ ~I ;:'1 I ------...---f-!-1:..I.I~I. 15'L~.y. I•I~I"I ----'I<----t-.fUfl.lr..iS .,..- IT Q.'tu,+l'iu, (nf) PAYS ) .VALUE ENGINEERING - I I I I I i I- II I IA\IREV.FT6.DIM.SHT.REI':NO'S.ADOW HANDRA!L,o'IAL~"'.AY I I ,YMtOl I ~I DA1I ~VAl. REVISIONS RKS CASH a JENKIN ENGINEERS I U.S•.~'t ENGINEEI DiSTRICtLOSANGELESLONGBEACH.CALIFORNIA COIPS Of ENGINEElS ~'Y.SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA CREEK,SAN BERNARDINO S Rl VE.RSIDE COUNTIES _WIl'Y, 'N.H,O s.P.RAIL~OAD BRIDGE 522.97 RKS B RID GE PLAN a SECTION S"'El:l SP-~ OF I) DISTRICT FLE NO.246/117 fl.J::.Y.'A'7~MAR 15 $VBMlTTED If. ---r . I'0 ·5'to'~ v.~·r-o· PAYSSAFETY :.._....~\..'.l_._......a...-. II VALUE .ENGIf'~EERIf'~G PAYS 'It HJ..=I Fr. TY?CORNER REINFQR.Clt~G !QIJAL10'·0',0"0"EQW.L i. CONT.NO RU.t-':=-1 it (iJfv'J'tJ.~u.) --1-1--r-j A 4"..C.l.PiPe J;~A1N it'EEP hOLES CTYP)-+---- .------Rc--Cr=-·o-·.--.---:-.:-..~,'eTEO ;~·=tL-V-I~~-·:~""J-.-I I ,----1---- £L.928.+7 fA'"Ai3UTM£J,J7I/Et...9t~.S/WE,r Ai3IJTI1EJJ1 .14-Z8·7,It:d I WIll I ""rae'..... UVISIOHS CASH a JENKIN ENGINEER S I U.S.M,MY ENGINEER otSTRlCTLOSANGELESLONGBEACH,CALIFORNIA CORI'S OF ENGINEERS Dt$rG IY,SANTA ANA RIVER BASIN,CAUFORNIA RKS CUCAMONGA CREEK,SAN BERNARDINO a R1VERSJDE COUNTIES S.P.RAILROAD BRIDGE 522.97 W.H.O 5liEfT SP-IO OF 1319MAR15Of~TRIO fU NO.248/118 /lEV./Is" <;Itf<;XSl 'Y, RKS ABUTMENT PLAN a ELEVATION SUIlMITTEO n,ELEY/lTION ,fe/liE fr·/!o· ~0T70M PT:;EL.9Z2." (TYPICAL) l..--.-----'-.._.-._.__.L-..__~____l....._S..::.....::...A__=__=___F__=_ET::.........:.Y__.-L P :.........::... A ....:........::. Y---=--;-,,_------l ..-...J.,_----;--"_/-~--.~t-~..-.--'__.~...r '.',~ 1 .' All.~A~S ~eA"e .;.0 EXCEPf ~II /'l¥I&N A~E :$J!AvG ';'0. &..-NOT;; DIAGRAM fE BAlTER WAt.\...VERIIGAL l<EINF I i!!!......--r-C-ONlZif,,.II. 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"r e -~•.~1 I rr-----------------r-----------------'--~-----;-;-;;:-:--:-:-;;--=-=-=--=--:~:=-:=-=-:-:-=-=--=--=--=-~----------------.r------------.---=-------...:.-~ LI'VALUE ENGiN'EERING pAYs f';'·1' I I SHIU sP-II OF 13 u.s.Al,M1 ENGINEER DtSTltICT LOS ANGELES CORPS OF ENGINEERS SI'fC.NO.OACW09·_l.!...9P1'• t ...~~.t:~I;~E_~__., REVISIONS ABUTMENT SECTiON 8 DETAILS SANTA ANA RIVER BASIN.CALifORt4A CUCAMONGA CREEK,SAN BE.RNARDINO a.RIVE.RSlDE COUNTIES s.P.RAILROAD BRIDGE 522.97 RKS VLL RKS SUBMlTnI>aY.0"'1E...,.fROYED. CASH a JENKIN ENGINEERS LONG BEACH,CALIFORNIA r:-::c~-. CONT.NJ~-P~J~~--.t~_\,\It.t.ln ~..,j --~-:-~---.I (; ~. I ~. ; SAFETY _h e:.c-T\0 N -__A A _....:.:~c::;Akt ~...IlO'c;;r.lO y \1\ iiI) t r~~~...-;-_·'-_··~V.;;..w.;;..11..;...,;;;.L....;;;;U;...;-E;;;..---..;;E;..;f\I:...:.:....;G;:;....~.;;.;1f\I:...:~;..;;E;..;E;;;..;;..;;Il..:..!::...;f\!:;;..;G=-.._.:...P..;.,A..;.,..y..;.,-•..;:S~.........-1 II L=(~4i,.1· 1,1,-.ll!~L/~L/3 II",L/3 -----,~Ii~~a I ;;iI'./Z'-<L-",\J ,I ' l ,II.!.::I FT. MIDDLE nHRD ACGS,=l/~3"/.0.\ TYPlCAC-STf?ANDPA1TERN ~ _~I 'i ' I ------i- !----,-T I I ---~_..~il"__~_l_~.~,,_.. --+I---i-.F"rrJ~E ~I_~'~x ~;Iti:.1f! I-'--1 ._ ~t (,1't-~~_.~'__-,_---\Jtrt2'HP __~__..TJP(f'?:~.'j-, 1 I"L/3 ~-.LiS ~l2~SP·!':Li3 ~I I j.i t FUTURE ".(,,~SOX ~IROER j',&.tin-,lO"-..I I III-j--.--- I .~_._ j _t-l __---i_f':-'_fu.ruiCi !J'-~OQX c;li(~i.i<! I i~Ul~!~t FLlTIJR.E T_I?_~c'«,~_ -,~, ----+1__--et_:iiTiJRS ,5'-1-"ijoj"/iii?PU:. I Ir----, _.-~, I r---I--r----,"r 'I r--1-'hiI'•III I I I ,'I !I'II I' Ii Il _I I I I I IIII!I l'c'4.~H~AN~ II !L....'-r,I .~!'DL~,---i--------'---r-----t----:,~ "",I J,."..l-J '-L~I--~--'l~/~-..-i 'S(ll)R<-'-.':3T1.'C'1"E~~/~.<,L./~I l/~_..r ~_._. -~IZ ~CONT,NC,.':'::'.::.I R~V:itWEi)I ,_,~•..........-___ i ."=':__,:\L rW~~--I'L =C,4!.."---I~--'·"1 I II ,"Ji"e l..,E'..VA-rION j..\I.-¥I(S(H£Q~JHT R~FNo,.~TrR JTRANDPRrT£,fN ()Cr,ffv./'LA/J ,14-/1-79 I....,l",b;~tS:"S"(2'n·n·,"%I<l.e ~b""'J~O'$YMIQl I ~I DA11I I~".ol REVISIONS--S C H e:D u L-e.-,.-CASH a JE.NKIN E.NGINEE.RS I u.S.J<J.M't ENGINEEl otSTlUCT GJ~~I!:f'lt!%TI!e:%cll,'tOE::,g.DIMt:N<,5I'::;;N0 ~i~AND 1-lA.l':.P I1'Jc:,DiMeN?I"t-JS ~iiU-uP ~~INq LONG BEACH,CALIFORNIA LOS ANGELES COlPS Of ENG1NEElS N~f!""..a.fjHU..t.-D W 'L.ja.h./},hz A a.b ~11i SANTA ANA RIVER 6ASIN.CAlifORNIA !!;>el·1 849 ¥..£'4:','5:"6"3'--6w £1~4?i!"&J1.33"18,33"16~"221,"RKS CUCAf40NGA CREEK,SAN 6ERNARDINO Ii RIVERSloe;COUNTIES S.p,RAILROAD BRIDGE 522,9'7 eC1-1.8431<.£a.+-I"5 ~6"!J~C:~P·4%"&11.33"18.33"IG~"2ZJi"OI.A.wM 11', 1..P I -#5 "0 ,.2'4-'8 VLL,-----~so-I &.$I,,"•t'-0"aeo:eo alt RKS BOX GIRDER PLAN 8 ELEVATION SUBJollTTEO •Y,CAH Si'£C NO.DAf,;W09·.!1...QQ1J.SIlEOA1'f110Yfl),SP-12.~1<o~DISTRICT fU NO.24BII20 OF '7 g MAR I~13REV.W' I I SAFETY PA Y-,S I.!......fL~,~,..,." ._'-~."...~._-----~ •'R--rc-t-,,!:"'-.--,-"__~n --~""""7·""""7·-':~T--.T-..J:;-TE-O--- l-=-co::--'cN'7"r-NO...,...·-p~.-.,~D--"----:"=---=-----"~rA=-~'l;itl.F~11 ~\,J REi/lmc,;> --l--~-l ----"j-'=--=--=--:"-=--=-~ .I---I1t...-rIir-k ._I'.....--r--L..Jl~l~t1 OET/1/L SECTiON .,.12--J,-~~2"_,sCAtf~IJ..i~O"" r 111-4i--.-...c...~11 i Hi I ~/:I l_I I I::I I ~~__It-I-j-e.""t9,s'WA'fT I'fA'NK Go-II I ii L-r---~I,'IIII ~~~I !---~_--I____.Jf./fy£I?.!-e.~'~,.,LA'NKILfI::I .......r-----'cvr n:),FIT 01"£/1 /Yt/T,f II I ,J,li:7:==J~I =- II u.:.!.:-Ii 1 ,po-I 0-1 I f ----.r.I I I I I '- (7\ ._---------.---'---_.:'!----------~------'----.- \ ~M I LJETI1/L salE J".':O' /JrT/fl/ SCALE ,J"./-'O· DE Tl1ft. TYI.'FOR DG-/ONi!' Ttl'/$/~E OtYLY FOR 4$-/ TYPo !S/~ES ONJ.t ,F01f ./%-Z F rII-I I}I IIII~I I I I.I I I i I I ..k:I I TIII, I.; d! i,I I I i Ilr DC ". BOX GIRDER SECTIONS B DETAILS 1'1 RKS ~.'t'l ~IT.SANTA ANA RIVER BASIN,CALIFORNIA RKS CUCAMONGA CREEK,SAN BE.RNARDINO a RIVERSDE COUNTES S.P.RAILROAD BRIDGE 522.97 CASH a ~ENKIN ENGINEERS I U.s.~y ENGINEEA otSrR.lCI'LOS ANGELES LONG BEACtf,CALIFORNIA'·COifS 0'ENGINEEAS ~YMU<:Jl I ~"I 01111 muoVAl REVISIONS0/'r'-#.~' jtWji04 , la·a /(OM 0 Ii·/'r'-#' r---.., Ji.'./'0- ".I.10-/'r',.....,.....I IJt·a /-'0·. ".I.1;;"/' E?"!iiiiiiiiiMi a J'a/'O· .....;..._....__.._~_,~__i.._.',.__._._ ~._"11_'4 ",........._-o,-J-·...\:- ,. I I ,,". . .J SHEET NO. J"-~...;l ..'-...-- \ ~"--_r TiTLE RECOlolMENOED LE'tEE EXIST ING CHANNEL EXISTING LEVEE 11oIPRO'V[loIUH TO aE CONSTRVCTED VNOER THIS CQNTRACT £JUS!!NG flOOO-CONTROL AESfRVOUI EXISTING SPREADING GROVNOS INDEX TO CONTRACT DRAWINGS --...() """-'...... INDEX TO CONTRACT DRAWINGS AND PROJECT LOCATION .0B-!A RANDOM F!LL BORROW AREA-PLAN OF EXPLORATION D B-2 "'r RANDOM FILL BORROW AREA EXPLORATiON-SOil LOGS DB -3 A RANDOM FILL BORROW AREA EXPLORATION-SOIL LOGS .0B-4 A lMPE·RVIOUS FILL BORROW AREA-PLAN OF EXPLORATION DB -5 A- iMPERVIOUS FILL BORROW AREA EXPLORATiON-SOiL LOGS 0B --6 /J" GENERAL PLAN I----,Da -7!oo' GENERAL PLAN 1I 08 -8 'i DEFLECTOR LEVEE AND INLEi CHANNEL-PLAN ,....-jD EI -9_A DEfLECTOR LEVEE AND INLET CHANNEL-PROFILES AND CROSS SECTIONS D.B'-IO' EMBAN~MENT-PROFILE.BASIN SECTION A_NO MISCELLANEOUS DETA!LS 08 -I I \} E~.ABANKtAENT~CROSSSECTIONS ,0 8;-12 ~ E.MBANKMENT,ACCESS RAMPS-PLANS AND PROFILES ._,,:08 -13 .1\ SPILLWAY AND OUTLET WORKS-PLAN AND PROFILES__,._ci B -!4 J.. SPILLWAY AND OUTLET WORKS""'CROSS SECTIONS 0 a -J~~ SPillWAY-STRUCTURAL PLAN,PROFILE.SECTIONS AND DETAILS ,'0:8 -16 SPILLWAY SUBDRAINAGE SYSTEM-PLANS,SECTIONS AND DETA!LS .0 e -!1 A SPILLWAY DIVERSION CHANNEL ,~l.1Q LE'w'EE-PLl\l"~AND PROFiLE 0B -is ~ SPillWAY DiVERSION CHANNEL AND LEVEE,PIPES TO SPREADING GROUNDS-PLANS, PROfiLES.SECTIONS AND DETAILS Dd -I.)A- OIJ"TLET wo\"l(S.~NTAKE TOW'ER~STRUCTURALPLANS.SECTiONS AND DEiAiLS__0B -20 OUTLET WORKS,...JtJNCTiQN STRUCTUR!,STARTE.R WALL AND JOINT DETAILS D B-21 A- OUTLET WORKS-CONDUIT PROFt"LE AND SEC nONS SPILLWAY CONFLUENCE ~..~~_:~;:C_::~:~-:-.~-08:-22 ~ Q,I",.;)II-\rr Ul-\\,,>~;),;)Vt1V~T MVNl..iMt.NTS AND SI.,UICE GATES___,_____0 B-23 Ar 8/145 a WATER RETENTION TANK IGUZZLER)-PL,II,N,SECTIONS AND DETAILS____D B-24 q, /146 A ESTHETIC TREATMENT-LANDSCAPING DETAIL ____.__-'-_____D B-25 I\- $IGNATVI\U MAna IELOW INDtCAT£OFfiCIAL JlECOloIloIENOATION "NO A"PF!OVAL OF ALL DMAWINGS IN THIS ~fT AS IND£XEO ON THIS SHEET /li'f'f«)\'EO:f'F,£f>AR[O I.H>ER nlE OIl\[CTIOI'4 OF I~('!t'St\jftA')v,~-~~.,i -,I~,ct.'~.,''"'./.~'"t~...~_~ r •!Tlt~, IJ I A KU'iu~AII !'(fJf"~u/.'-1"-.111 ./.Jo'. SYMIOl IIrK:lOI"l1OI<""'''I AmQVI<l UVISIOHS I U.S.N.H."ENGNW DISnICf LOS ANGf\..f$ OXI'S Of ENGNUIS ~If.""""..........IIVIII-.tAJ.l'\ANlA CU<AMONGo\c-.IoN<_OHO ......11_COlI<lIlS .....,.if,CUCAMONGA CREEK DEBRIS BASIN i'lEC::.F:o)~I:-':l U CONSTRWCTtD D$~ :REV.l:DAT,I'OSTtO j~~KE REVIf':INDEX ..-0 CONTRACT DRAWINGS+~·~rr,"~'J"'i Q«gD If,-//1--AND PROJECT LOCATIQH,..~- ..--rID 'f,DATE SP£.C,r-K).QACW ~_1!.B-Q.OJ!5tftTAPl'R,)V[D'06-1 I ~2lIlMUO;~~/v;;:;~-L:t;.;.~0#.DlSTRI;T fl.£1«).248/122 2!111IUJt15"-,hl/.,4 !It1EfTStttlE'SoUlH'OF" -.-~p l)r~.' 248!!4! 24Sii42 A 248/130 A 248/133 A 248/143 ~ 240lrAA 24aii34 A 248/135 A 248/1 36 A 248ii37 248/138.A 248/139 d 248ii40 A 2481 ill 248/132 B 24 248 248/124 A 248/128 A 248/129 JJ 248/125 A 248/126 A 248/t27 A FiLE NO.~ I 24B/122 A 248/123 A II II IIell"III~II °IlIII II II II II II +- flllOUNTAIN sn IItI£RlfILL +£OISON eli/NO If/I'EJf$IO£ I 0SCALEf'lI'""FTFTFT"R" N +++ 3!1°o!I',NU ~STlfT"C HltY 10 p--- I ~----------------~_-------__---_-.-;,-'W"='''''~~~~/._ 1_-~. r'J;.;.'5,;;".~A;,o,.:.;.M..;"";,,,Y...;£_N,;.;G...t_N..;o.f..;,I_.,_D_t_S_'_.I_C_'~......,"__~======';===.......===============......".".",====--..---.".".".,,===......--I i~ ,} .(t I ~- N.724,400 ..~L ......,_..l ....._.._",- i ._------------ _1ft T.Y. !&OWNn. D.R.V. ~..,. 200 IIVtSIQHS U.'-f.oIM'JiNGINHt DlSTlJCf lOS'AHGfUS COlIS Of £tK;1NUl$, """,",A ~KIVU U$.IH.c'AUfOINlA ClltAMOHG.l.~.......IIU.......OINQ .....0 ."£I311>t!COUNTD iCUCAMONGA-CREEK DEBRIS BASIN RANDOM FILL BORROW AREA PLAN OF EXPl.ORATION 300 I "J.: "."') l,. ""'. U.S.ARMY ENGINEER OISTR.lCT ,.,'-/~--~_-..-:~----------------------,------------------ -',~";.,,.~ ';'~ I···:II'-.,.. I' IT.T.-,1-26 CORPS OF E.NGINEERS EL.i_66_0'~,!:!:..,!l,..,.~'.;::~2~0.;.~-------------- I ,"111i1 a 1 IN'19915 1SAND·SlLTY SANO.~rIlY.10... T.T.7i -22 r fL.iBE,2~1~M.t'.·llLI'.·.i,••••-,2,°.'°1 ."Tv ....nr.I~MI nM ."r.".u~hr.~~n.5~•••nbbl.·.·t~'-=--rt"""rr-Ft'='i\jj;t".-".,_.--III I,i IIL..:S'"'AccNO--r-G:":/l-:AV--E-l-.-~-rll-Y-.-d-,n-.-,-.•OI--c-o-bb-'-..- II g I IN'I"12 1 ond boulci,,,til 40" IG'II'i III,1 :;II 90,1 1 3 1 IN'I''1 2 i GRAVeLLY SAND.grot.de.,...lot <ebblosI$'Ii I I.,lui 3 I til 9"Iv,LJ IIIII T.T.7i -is B.uld." £1.;S20~Me li.Pi -ii -2~2d:Elltl /-+111.;~~m,;-:n~.~;;;~i;.u......,o! IG,I_I 1_'_J _i ~Dr .GR.C¥Cl:!!..Lrr.~U ~L~.~.'.QlJd .(n'IWtl .,tar l:tj::.!~~:Q.~I".~C__it:"...IJft,'Ger.r. -~"'-t:t:1 1..1.,;.i SANor 6R.CYEL.J'"aJIld tan.«ll ~abAI..'~r:..U10'1"!'.ond b""IIi,..t.IS~ 1:1 al 1.,1 ••1.:~~.~~~m~~~~o~'t~S::" 1/0·1 I III !I T.T."ii-i3 I T.T.71-14 T.T.71-30 D 5ee9-at.DB-Z for location af te~+ln~nc.hes. ;>See sht.UH.for Unified 5eJs cJassificafi(;r1 SJsfem {tegend. §>Gr.J:rl;~are r<'F~5err1Qf;ve <=f minus 3 irr:h m:rterial. f)SiJfS an!~<7lfjties J"cJbles aJ b!:lus c:n ..;s~al esfimafes ef -II-e nU~d"ja1s em:olxrlerde -/he te~f frtmd,I.ocafiCX1. §)5es sM.reo2 fa-oIllt~r Notes f t~erJ . fl./900'~_ll.....!.L:-'L:lQ'f--0 _n IIIII SANOY GRAvn.~rIlY.d,n...25%cobbI"I 131 1.'153131 Qnd bould,..10 '0" IG,II II II I I,IIN'I~oI.I~LLLLLIJ~III IIII GRAV£LLI'SA~D.11"1'.til".301 cobbl.. I 1'1 IN'iSt 12 I ond bo~ld,,,to 36"·.......p,nIs,IIIIII gw.l. lJo.II·IIMP\SG\2\ -rill III SANOI'GRAVEl.bro..n.~r.y a ton.201IIIIIIIcobbl"a bouldH'11140"IU'I i IIii,I;;;I3 I 2ttLI IIIIIIIIIIII pea ~r•••,.itll t.n III.tri.III 22' __IGW I'I IN'1271!I 2~,O'1 I i-I II h--_~_-.-.-..-..--I I.II..J_I.I I.n,~rQI'...~,o1>01..on~oouI~".to I 1'1 '"'1"1'I 24"I.J-...J-.~H ____10'11 IIiir \.21 J I ~~U'L.J IIIII T.T.71-23 H 1912'Nt II PI -,.zoorIIIII1GRAVELLY SANO·SIlTY Gr.AVELlY SAIIO,~rllY,LQ.:.pl;=111 II 1.'1 61 1s I I.....to"(,obbl..ond boulder'to 30" IIII SAhDY GRAVel,9r."401 ,.bbl"ondIG".I 1"'1311,I bould,..10 IS".pen ~r•.".''0 S'. ~l--l--+-++-++-if--+-I=~==--------,:----=;--;'";-;--II I IIII GRAr'Ellr $AHO,gray,d,."s•.,;~~Qbbie,9~'CI71 IN'153131·ndb.Yld~r,I.JO' IIIIIII SANOY GRAVn,~rlll',,J"H.'OS ,obbl..IG'1 31 '.'1'21 2 1anll bould,rs fo is' 13 0'[J I II II T.T.71-24 SILTY SANO,~r.1'a"d t.n SANDY GRAVEL.,ray.dense,25~,obbtt$ ond b••ld,..to 30" T.T.1I-19 T.T.71-20 Cl 1692'Me LL PI -'T.!-2~00T-_;;'1 SII iIii 1.'Fo+'3_1+I_S_.I_l_TY_SA_N_o,---=-~r_.-,--Y_-b_r(W_n_.-=-~_r._r_"_to_2_"_ 1,,1 I I I I SANOY GRAVEl·SllTY SANey GRAVel.~'"Y.u •'11,N',52 S I'•.5,1 GMI-'den...5~c.bbi..and b.uider.fa ii" -~r-t-,+j-If-,+1-+-+1-S-AN-OY-G-RA-VE-l.-~-,a-Y -an-d-t.-n.-d-.n-..-,-6OS- I II I II 'obbl..ond bould."til 40"I I'I IN',37 I , IG'IIII I I I,I 1.,150 2 I /0,11111 I GRA¥EUY SAIfD·StUl"CiLO"{UJ'SAID.tOl>. df:n.,J ...Tal t;obJ;:e_ou4 biii.'w",,,,:.lSAf' T.T.71-15 T.T.11-16 H Il/OL I ,!!tILL,,.,-:!rLoo¥-,-------..,...--- IIII I II SilT,GR'.v-"£i.i.i SA.f.da,-a v~t.kiUIi'..•••••••".'~•-L/o/••--d L.III~_,'t.2....~~S-,-5·l.1-~~·,TJ1--5-7·+-II ~--"":,-~-~:---:l-:-Y-S-ANO----·S-,-:-TY;..GIlA-,,·-~-LU'-S-AI/t}-.-t -I 0 •ond IIray.d,,,.,.50S lOUI......4 bllllt ~. SM I 'til J6" ~+--t--t-t -l--~------------- !~,SAl4iY GJlAY£l.t ..,lie....,as cabil.. G''L .,n 1.1 o"d bo"/d,,,t.40" I~__J i *I~ I r I I.; I i T_T.71-17 It,~'.: U.S.ARMY £.NGINEER DISTRICT LOS ANGEL£.S ••~f~......CORPS Cjt,E.NGINEERL ...:" OESIGNED By, T.Y.: I ORAWN BY, d l.l.iI. CHECKO BY,iA I&.:Adde<1 NQTt5 ~<£/Cf,J w:Jrd"'mQX_"from Q!T/,;;js.t"¥79j It.<x: SYMBOL i DESCRIPTIONS I DATE ,APPRO~At REVISIONS T.T.71-25 H '900'Me Il "-,.-zoo SANOY GRAVH.gray,,()fJ$t.TO"-'cobb'" G',N'~I 2 .nd bo..ld,r.10 3O' lO' GRAVHLY SAND.:irQW-rleiu.301 ,obbl.. .nd bo..ld,..'0 20"S,3 N'5'2 L..Q: SANOY GRAve L.~rIlY.d~(Is~SO"-'cobbl..,j.,U •ond b...ld,..to 2." G'-_. ,I·,50 •13 0' GRAVellY SANO.~r.y,den••.601 cobbl•• Qnd bo~/d...t.18" N'37 2 .,52 2 SANOY GRAVEL.~ray.~.di ...d,n••10N'••,.d.n...401:cobbl..ond bo~/d,..t.30" open groll',1 .'t/1 $. G'3 LQ.: GW ,I T 0' G' I 'I10O'I S,3 13.0' T.T.11-21 H./662:"~.-!MC!!''"''lJ,.l_,.-!':..o..'.-:-.!..';;-2~00~----_----_---- GRAYfLLY SAI«J.g,..,«lS c.'" ond bo"/d.,,t.JO" SANOY GRArH.II'.'.I.....:;os u1l6/.. ""II bo"ld."t.J&" $".,!5tlll 3 LQ:l--l---l--L....-l--I-l--I----------------I G,7 I;·'i":i In n'I H 1676'Me II PI -,-2001:00 .«:101 .,!loo!s. r, 111:- ~<!..--~...7.m-;r.... Cl1lf'.,..II .~Ui D4TEAPPROVED: .=.........,-~-....._,.,.--''----------- A1!1 T,.~p.--.....'-..,-.....~~.'Clo.').:. /5.0' 101"'li'.....u 1171-i ii"i7-3 /0.0' 10.0' /'3.0' rT'17-6 fin.· ••d.·~o<>r.. \GP~Y£Ltr SAND;:i~h''rU.n,••;1;,••d,-COQI'.'Qnd,20.401 fcbb!==#0 4lJ..•".in»- 6,,0' fL.I!BS±hlC LL PI -4 -ZOO 1.0'PI INPjl'38k SILTY SA-iiI};Iir;M I""",,,...Gi.t.fin,·...".'''nd.nu...rOU' =3.c:O,-'__t-SPI INP I 56 1 3 1 ~tl)bbf!~ot!lurfate It!15-,,raot,tQ 12-. '"GRAVruy 5AND:tJr.~.ni.#li,.,.a.,.,.,,,,,#m ...n ~(')IIfIIGpIINP1451II\~obbl;;II b-o~id;~;';,,-~~~."',..•<::;~;-.••~ 1--1 IIIl 'SANOY GRAtH;Ittr.~oi;:.•"'d_.~:~';.:.,."d .~."••;'A I I II INP I13/.81\2·.OX..IO.M ~~bbt ..II'b,,~ld.;;-t;-18;:'-'.---.,...INP 182 I 3 i \win,...,IIINP 1581 4 ~\GRAYCUr SAND;"'Y.ui.t•••d.•~"ot$••ond.,to.",1 toIspIIIIl\\2·.OX..10·201 ~"bbl../I b"uld.r.fa 12·, II 1.._1 ..1_~\\,;;'''';'';.'':::::'ng;7'::;-;-~-;--_----:--:--~-----:-_'''''''-:-__-~_ 15.0'II 1.....1..•I ..1\\r;Ii~£'llr .SAND;~ro..n••oi.f.groul to I''12·, ..:.::"-=-_---I__..I__..L...-L._L'_'L.--I\\~~~:..~~~":.~~II.~"IIt,nuou •. \\~~~~~L~~~~~:.~r~n,.~~r.',8rG~,i fo.J~\,,,nY',IV"'-~gQ'''••ra l.c-~ 1177-7 NOTES; D S~eJ Q.rJ \~Il:e..cfcd-!bt c:."J b~'~Vtf;4J4!aJi;r.J~ ;/H...mrlerid5 ~..-.Ja h 1..J W b/1in. SP I\.........~in~___NP 54 2 --------6.0''0-401 ~Qbbl••II bould.r.f"40",~OI'/R~ GP NP 39 Z SANDY GRAYCL;bro.n••"i.f.~oor••,ond.20-'''''~obbt..a SCALE '3.0'bou td.rt f"2..•,~o,in,.1-·5' SP GRAYCLLr SAND·SILTY SAND;brow"."r'1 ••iI,fo "'.lin.e..-.-FEET 12.0'Shl NP "6 to ~ooru .ond.201 ~obblu fo £....0 ~10 !>Tr.n~h..Ol~o.ot.d S.pl.mbtr 1911. ~S..shf.~·2 for lo,olion ",I,.n~h... j)S..sht.r;e.,fQlf Uni'i,d Soil,CloUi'i~QtiOll $y."",.a Log.nd. leVIS IONS U.S.ARMY fNGlNEEl OISTRICf LOS ANGELES COIPS Of ENGINEERS ~..'t'l T.Y. iANTo\N<o\.MIl ........l;.W!'OIN.... c~uw:.SAN ........,..,INO o\HD IIVU>Il>l!CO<JI<TB OATEAPPROVED' ICUCAMONGA CREEK DEBRIS BASIN I .I RANDOM FILL BORROW AREA EXPt.ORATta-J ;301L LOGS,. DUwN aT.~.W. o.ozo IT.';)K liUIMITTfl)IY, _.~.... stiW 06-4 Of Ii MAR I'OIS11'l1CT FIlE NO-2461125 .Z~ • ...........-.c,--::--~:::!'~...:..;~-~~~_~I___1t_~Itl......""';lI,..J.'_1f!!!.::=.::·::.:·v.:..·:...·..l..:~~="'~_~"iE ••••••""......n ~......~ [I -- I _100' .__IOtO U.S.M ..'t fNGMa OISl1JCT lOS ANGaU O'Jlrs Of ENGMflS OISlRlCT FILE NO.248/126 ltiV.·A·7'.....R." .....,.._.vtlI .......CAUfOIHlA CU<.AJo\Ot<GA c-.&No --.....o1NQ ANI>llv_COIJNTU CUCAMONGA CREEK DEBRIS BASIN IMPERVIOUS FILL BORROW AREA PLAN OF EXPLORATION AND SOil LOGS \'f.Iu,e 0....Cr."Chunncl I .-""'"\ E>tuvoti<>!(A),_.~_;..I~_L-./\'--(" -~,-~, BASIN EhlaANKhlENT. I TYPICAL SECTION E-E SCALE;:I INCH.20 FEET 3)tXCAVATIO~~®SHAlL.8E ACCOMPL-ISHED AS NEEDED ONLY !F EX:CAVATIONS ®ANI:)®'(tELO AN INSUfFtC!lNT AMQlJNT OF IN PLACE CORE ~A"ERLA L IN THE D£:e.~IS 2)EXCAVATION ®SHALL BE THE SECOND In.M Of WORK. 111+22+I 988.3 I j SEC liON F-F SCALE:VERTICAL:I IN-'10 fT· HORIZONTAL"IN·•100 fT. NOH; i.i EXCAVATION ®SHALL 8E ThE fiRST iTEM OF WORK· STAll_ON.IINV~RT ~L~V,l':INISt:!J~~,~~I--I u.__no IQI ~I"'tWrILt:.J I 129t70t I 1001.4 I of I·EXCAVATION ,CfJ ...._.I SECTION D~D NOT TO SCALE •vJ· _If, ToY. lOCK.. 11.1 £'n."lI'l..tno"'n(P.t)1-.';;Il-;//.r,I""';:'.\Jl.,I E '15931931,00 \ ~----\ 1000_- 1010__.... 1005_ GR...PHlC SCALE SCALE'I IN.•20 fT. 10 0 10 20 :>0 «>~O888r==J SCAL[;,IN·•100 FT.SCALE:I IN.'to FT.100 0 100 200 ~8888?f "? l AI lost hoi..drilled .i'"16 i",,~di"",cl"bud<ct IrPe po.."ou~".in S~.1'11. Z.Onl..in,i,.,cd to .ho..lOCC>1i_of Ihe 1..1hoi"ond ihe three implirvjo14 berroiii'Qleg.&.. :S.Gtound ..01.....nC>1 '''''''uol...d- 4,ltlt c;.Qfl1(cctgr hal thl OJ,l1ion ~IOC01itli uU".~aarcet"imptrll10IAJIllapprovedby1h,conlrOt-lint vffic.er.An,ane:natly,borro.... s.oYI'c.e mus.'n'lee1'the l(fl~r'4iaU$tilfequiu1mlfl,tl .,tgted in lhl s.pec~fi­ cotJQn, 5-f",lo'l'ofSlopcl So 510..2.,..'<hi.0"-6. DESCRIPTIQN 1EST HOI.£lOCATION HAND AUGER lOC"'TION SLOf'E S.....PLE LOCATION LIMITS OF CQNTfl.,lI(TOIl's WORK ...REA· •Ttl11·, •H.....-l ~SUlPE2 .iJ..I.I..UJIv.iVJ.J.1i.il.i.L ~HA-5 toG hAC II PI 4 a:o NEL1001- !NP 17~SilTY SAND,do,k brow!\m.di"", 8 ,,8 d.t1s.1 ''''II NP H 241-- ,-,'II INP g4jZ4 r=._.- DESCRIPTION PLAN SCALE:I 1111••100 fT. A HA-4 LOG hAC Ll PI 4-i?CO III- i----<SILTY SAND.dork bro..n,"'edl.'" 7 NP 98 I'i----<d,fl'. i-- 14 NP g"~,~ ;;M i----<i----< 14 NP SI7 4S r= e.,'14 NP 97 '7f--- DESCRIPTION S TY SAND,dork bro..n."'.di..... den:it'0 denseNP"7 21 t&.HA-3 C Ll PI -4.-200 1'1 N ~1-ttr I EI.1006 LOG - ~- 4-0 - £1.1007 LOG hi - I~- 4_0'- EI.5199 I.DG hi e 13 SI<'12 10 9.S'12 9 ,; LEGEJ~C M NUMUl 0'ILOWS Of A Hl).rQVND OIO,HAMMU fi.L1.INItoU'''CHE!!.fQLI!!!!)TO Okl\,!.\.u.."'J"UNG 1..~,XU4 ON! fOOT.OVHIOS olAMlHI Of W'OOM 15 I INCHl$; JPii$IPI piAMiTli Ii i-j,j IN(;l1li.rl.~[gui.i Ii CALLlD ITANOAID 'lNlTlATlOM HIT. VI oUTH TO WATtl ,I n.unCITY INDIll ,UQ\/ID UMIT MINUS n.unc UMtTl. II,NONI'I..UTlC _.ItlCiNT 0'MAnllAL IT W£llOKl''ASlING NO••51IVL NOTES: ~Q,U.ntil'"ond,>in Of oobbl..and boulder...lim.l.d b, ~!!uOI !!'!spect !Ol!. i.Hoiel driiied WiTh iii Int.ft dia.bud.eT oUQer September ijl'. 2.No QtDynd _Of.,"01 ,nc:oun1ertd. 3.Gtodatioll'ls Or,re"rtSlntatiw.of minus 3 inch mafl:fiGI~ T~~1T·§•LOCATION ;.Nil NUMnl Of TIlT1i0lL III C 'lfLll MOl5Tl1l1 CONaNT IN ,nCiNT Of lilT \UHiKT. ! • !5.lh.t .....8 cobbl_,.1.,.to for.k 1a.l'ailr tho..:1 illt:h••illl ~itllmllt.,hut 1....t"htull I"i,.,.I\••I!!!diennetet.The fer=-bouIOo,;,for';..oc-"-IO;$';tha~-I-£i~ch-~;-i~di~;;'.t~,.---...------.----...--.-..-.--•• i.Boundary Cio..ific.li..:Soilo p<>Ilo<Ui".choroct"i.tiu .f I'"gro.p'lro da'snotccl h,cambin.liono of grou,.,mbob.fot ......pl.. GW-GC,.iU ii.;dc~iri,af'wa4 iiii:dii.ra wirli d.,hindiD'. :..All ilivi iii..iJii i'lii,t;faart liei U.So St..a6¥4. 3.Tn.tanna ~Iii~In"""d1r ..r.unci rcspef;tiwei,t,cii"ti"liiluip mlt,rt.i,c.dt.ibitinl low.,piuiiciry iro..'tho~-.iril high.,iatH;.ity.n.rninMI !lO.100 !i~y.!.-I\!t!!'~~i!!Ht if th!Iiquilt limit an4 plasticity ind~.!plot beJ!!..,til.It'A·fin.O!!l!the pfatictt')!cha.rt (Tab!;V'.Mm- lory SI.nd..d 6191).on.is ,I.,if lho liquid ~mit .n.pl..liciIJ index pl.t abo..th,•A·lin.00 Ih.do..... 4.FOI •compt.t.6ncriplio.of 110.Unifi.cI Soil CI...ifiuli••Sj'lt....."''Milit.ry Stand.r.6191"doted 20 M.rc~1976 I ""IUNiFiEDSOiLCLASSiFiCAiiONSYSiEMI UoAJO!DtYI$,QHS I GROUP TrrlCAL NAMES II I SYMBOLS II ••"'II •I "§"l I.I ..I GW W.qg"d••g""b,p",,'..n•.,;.,t.....liltt.or ..Ii.....1 I:.I 'j ·1 1:;1 -.II.!'I d &I II~!I _....G'remr)'-gf!d~d gr.",:l..gt=,:,e!-s.:nc!=i.dlu==,lint;c:at fines. a I a I ~oj ;.•~..J I GM t,l.......ijr';'rili,_.•.•1 ••-I..mi~t..,.lC:i.~I..'"I iJ j!I d ~=1 I .nn,IifI.T..·wnll'-~1I1'II..,01 I GC Ci.re,gra"l"is,griYlli·s.and-d..,1D&.a:.fu.ta.31 iii I ...........'."-I J I iJ~J I ]j ~.•I i I SW W.II·glld.d ..nd..gr...I".•nd..~tt1.or n'fin...1 I•- :1J i I I a I I !;0 J I SP Poorfy·gr.d••..nd..gr...Il,..nd..Iittl.or n.fin...I 3 II !II 3 ...I .•I I SM I•4 ....Silty ..nd....nd·.ilt mixt.r...V.;S .•'j I j ~J l-i J'1 J I s~Clayet und~unl!·c!ar c:i:dur-f t=I j IiiQoiij.iiifC ill1'i jji"",,"finj and..rcx.k fkIur,Iiii}'•d.,er ~••d I ML I ~1 -.I fine und!,or dIrer sitts.wit~:.!;.h!p!:;tic:it;.I•~...~1 ••I -iii CL lno'~.ni,cl.ys of I.",t,intdiu.pl..ticiIJ.......Il,cI'n.I-<:le~I 0 'If1P,ci41)'1,,tity cil}'1.in.r;il)'1.I'1 I:z:'I •I ~.:s OL O,g••i,.ill1 and o,ganic ailly clays of I~",pluticily•I:2tt ...I <C J I ...1,41-1 Inor;.Inic ,ilt..micultOu.or di.tomac....fin'"0'"or filly..I e 'J ..,il...I..ti,lilts.I!i!!"1l&;I 4 I ill 1...eM !~otg!ni!!da)'!Df higl!pf!lticity,fat c:b.~.i !I I ~•OrY.file d.)'i of medium to hiili pLiiticity,0ij_n1ii illti. Highi,orgoilnic lOiit fut an;Dther highi,org.anic 50iis. NOnS: A SLOPE 2 Sl681'''''I-'INPIT2i23f=1 SILTY SANO,t10rl brQwtI,mQl'st n"~IhlLI-147/16 :~59R SANDY SIU.d'HI browlI.mol.t ~Qa,,II !,i:::=.J1--~---------- ELJ004-rfl TH-77-6 TH~T7-7 EL.9SZ±lOGMC LL PI-4 -2001'1 DESCRIPTION _IIIII fm SILTY SAND.)"'/u bro..n.firm clod••IoneilIsM!4 INPISl6136R ~OIO'd.n••. 45'IIIII S ",. ?..SILTYSAND.ullow·!btown.peo-51led gfo••', iNPj97!33 ~~2 incll clods.med;"m den.e, !IIII ......,.'"'7""'"~I n-f '-.J TH-Ti'-4 ~t.JP~3,!!NP 78 13 -SILlY SANO.d,,!1 /NOWI',mOI.t.~n..-i=SM - TH-77·3 --------------TH-77·a -NP 93 2Z ==15 red-blOW".'inch maI_grove'.medium to 988 EL.1007:i:LOO Me LL PI -4-a:lO M DESCRIPTION ~8 :::••"dellse.EL98Z±LOOMe LL PI -4 -200 N DESCRIPTION lolL -NP ~OO 59 ==SANDY SILT.datI /NQWI'.m"l.t ill:4 NP 24 ~I--986 SILTY SAND.red"boown,2 incll gr"",'.~SJl.W·SILTY SAND.rt~brown,I incll '---- ~4 medium to doni"-grovel.mediunt d8nst. NP 9S I:lf-4 NP 92 16-2incll gt•••/·4 NP 88 71-- I--2l0';:::: 4,5'~If£~ 22,5'5 NP81 12iJ4I~~;E!h~f!!P:,'l,0!.~town,2inoh ,\l'0.~ ;';l:~£lLYn~~-;~Ji:;~'.'"~a-bro..n.2 ~ 6,d ~5 NP 8Z 71--~GRAVELLY SAMI-SILTYSAND,red-brow",-~tCc~o C'~WI'l(l .S CO~STRlJetloI-SILT YSAND,bto..n,Iincll gr••o'.2-' I--SILTY SAND,,ea·btown,modi"'"to I--S~i--3 (ndl I'a....2-4 inch cobb,...':_RtIlJ.O;i1I;;c.$i'tO tCi-ItemJ'R~V!'Wr-;;-- E '3 Nf'99 15~inch oobbl...dons•.SM ~mo.dl"",10 Vlr,_<Mil...-~~"H~~"'~:-~::'8 NP SiS 26I--~e(,dens...4 NP 709I--JI--SM ifTI'00;.GRAVELLY StLTY SAND,rod-blown.3"'oh -" SNI ~5 NP 32 21 F \1'•••'.Sinell cobbleo.....,den...:= 1 NP H 30 ~Y:J.d 12,0' i-- 27 slur SAND.,.d-bro..n,I in,II -Kf7\.;1.TerIslot.>«14 !>Jc,pe Z["!'O'W Nok~.!'~I.ted ~~ia-11OAa:'71 K~r. I-------------'--~glf.f,m,di!,lm dense.4-'""h oobbJu 30 T nt1TII:J(1 max."frr:nr/all bf,;~4added e:lo:v'.#ftpof1l:JId.I 5 tliP 97 14l= IZ NP 97 36 16.'1' :=lV/oIIOl r 0f>0II'II0NI I ....11 .,A/ftOVAI 57F:::---'--SAvo-sur SAND.,.d-bto..n,2 inoll GRA\ELLY SILTr SAND,rod bra..".I inch UVISIONS 6 ~91 12 I--grove',Vf(Y del'llie'.:;;gr"t't'i m~dil,jm dells,-Iro,12 NP 76 21 1Q I U.S.AlMY ENGINE~OtSltlCT SP -GRAVEllY SAND -SILTY SA,VD.red·bto..n,-LOS ANGEL!S SM -4 incll cobbles.l,Iety dense.SM CORPS OP ENGINEERS 760 -- 3 NP 71 SILTr SJl."C.,ed-bro..n.2 inch =:-~C1~e'.~et'1 dense·ll.SI(it-U ."IoANTi........IlVlll ........t:Al.Jf<:lINlA I 24-0'9 NP SiZ 40~T.Y.I ~UfIl(,&IoN ~""O NiO IlV~CQl.O(lD I~3 1;;;:;:~VJi,~;~SAND-SilTY SANu,red-blo..n. , 2~'"I'-P 79 - -GRAVELLY SAND-SILTY SAND,rea-bto..",-~~CUCAMONGA CREEK DEBRiS BASIN : -4 ",ch cobblUt ~erf dense.17~_.._..---~_._~_.~-I SP • 1§g;8 NP Si:l ~. SM 3 NP 51 30,0'=30-0'-IMPERVIOUS FILL BORROW AREA EXPLORATIONo;;:ar.,SOIL LOGS, SUIMlTrn)I'f.OATE :;Har VERT.SCALE:liN"fT.APPROV£O:SPEC NO-[lAC'ill 09-•••UI_e-OO!L 08-6 "d "/0'"IS'~~~,#.~01 H .....H I DISTRICT fiLE t\I),2'79 MAR,15 24UIZ7 ~Htt'.""8'l."""W NEil.'A':;HEfTS ~.;ItJ~",..---;;;;;;;;.,.,.",,;;;;:;;;;;-;_<c;:;:;;;:;;;;;........,..;-;;;;;;;-'_"~--L-_--------'-----'_----l....---_------_...l.--.....-_-~---_----------L....-.~f.L"6---MW--S lit.~',~'A."'::~,i'~:,~/l",~~.~_. i i', j I! I I 1! II iI1iII ,I f',r (; II I, I I I I•.-' I 1 DE TAl L ('Uoi....10 Fr~) -.--.----.-_..-iJ-'- REFERENCE DRAWINGS F",l)j~7f,:"""~(1,"';Inl~~"'M"'____Seo St.u'08-9 FDr jf'..'t\~,~~j""rl;1~*(Gurr;,r)__..___Su 'SA,o'08-24 -!..;.,.~~""...- ..-...;.... SCALE;I I"ICH •100f EET 100 0 100 ..ZOO ~aSAAAI !·1 I ':~;-;"........'~'_.~' ..~--~'--:','....,._-.._~~-..--_._,.-...~.."... IJUlW U~.Nw.ttNCit4.c:;P.a~SiitII!«.~-&I I .~'!ADDED POWER LINE.JTREAM SYH8Ql AND DETAIL ~lz,.Apo;"'1 /(IV. ~VMlOl I Dt:sarTlOI<$I """....-o\o'AI. UVI510NS lee u.S.M/AT ENGlNfl:l Dl5TllCT LOS ANVflfS COlI'S 01 ENGiNHIS ~.y.$o\NlA ......."'vel lA$II'<.~te./C./C.Cuu.MONC.A c-.SAN "'"",""IN<)lIND ~COI.O<TBD./!.Jot. DlA.wM 11'.CUCAN.ONGA CREEK DEBRIS BASIN,....',~.\». Qe(.UO,T,GE.NE.RAL PLAN IcI6--SVIoMlJ1H)ITI llAU $tiE£T Al'l'1lOYBl.:.ftC.NO.DAtw09·~I~_..~QU.06-1 ~E,V ~Of-_.....!!,.....AA_~OlSoTRlCT fU NO.2~81128 2$ ...~./U.v."A'SH£!TS I -~~O~~..\ ~LEGEND •J I ••filli~cnntour lind. EJ<1~t"j ~!in~~. Exist.I$lnfQIt';/ne. {,.;sI".!7'!erh~.fm,,_5mj~~ian !¥!~ (10 ,.,."",n in ok",,)..~r_T ~---------.r~--'- !Jq6t J,-"t raad.• lJmi/~<#(;4rl/m.:;/r,r""work at"l'<2 fR/W line. ~J ~(int>fgil i ft.initJe J'.fr iine j . «,~x:~~s,!i!!. !l.!'jW'j'iTyj1'ZjIWj1!6:1lJ1«t Odfecbr [Avee llo •5'-15 roof doubt....J...iv",fl<"J,,", -llo-llo-JL- --~------­...------_...... ---..~..--- ~~.C,iD·~f~~;-;'~,'~~c~~~,~~~ .A·:~~MDoj'U.r:-:rJoY··i':".. .;._'...0._.'_--.",,~ ..........l....._..,./ E 1,519,600 .1. PAYS g•'".. z PAYS oo'".., '"..z SAFETY___•__~___1 '___ VALUE PLAN s.; '".. z I i IJ~I 81 ~"II~I ~I :~I ~I ~IzizizlQ5au,OO I I ooo'Ii'".. z ...J..•. r-----~-----------~---"I"""""......;,..;,----r------------------r---------------------------.:----------------------,...------------~.-...--~ II·l I I,... ~ OB-8 OF d Sl-\£ElS 3001 Of5TIIlCf ru NO.248/1Z9 UV."6' GENERAL PLAN n REFERENCE DRAWINGS .~W.::.::.":.-...J_.,.-~'."l n .....RI~ CUCAMONGA CREEK DEBRIS BASIN ~&~I.-'. t:1+oo J .--.-.-s.c Ut50 S.l 24+10 }-..---,...--._---_.-'.0'TIWI,.UtOO '.S z.UO 1lVI/i.'.5.0 .--nt~~~..~.- ilbS'~" ,atco 1 ....:......i 3.'II"too J ~"'-'~-I '.5 -, !-I---:.:::.-,-':"':t~:'::'--,_I '.5 I I lnt-OO J T~.I ~.O .., I ""+l!.·I•A ~ 1 1 1 1---"'=":'''':''::''''''1 t"t5.--+--:.:~_.~ .%O+!*-I ~.~, F"flJr £mQon«m,ni Profil,"ltd Basin S~cli(JIt S#'5/1,,,D8-11 Fw £mD.ot.m.'"54<;h<H'l$~Sl>etll 08-11 F~r Spiii..,o,OMOulltll II¥OfIS Pion QI Prolll.Sr.S~'"08-14 c~_r_:,~,._..""_".1 '~.'.,..".JP"··r"JT rr~''''{Jrr;JflgLIttIg/IS S~,She_08~/6 Fer Spil.'.C1 Org/;;Ovr S;$t~__~___+51#511;61 08../7 Fw 5p:!.'~();f).;...p;/",C.lu;mn.;&Lcve;Pion a ProiJj#_~Sc.5'hl~'08-18 Fnr Jnil'!l.T"r._.,.----r;'~~~~-;;:;,.~~==~~~~~~::~_-_-:;:~:~;~~~ F~Conduil ~C!}n!!/'!~!!,.$;ruthlr,~_Se.She.;OBr22 For A,"c€s;s Romps Se#Shee;08-;.1 FQI'LWUfSCab#Pla",g t:J"hi/~...--~•.•~....~--------·---------......----_~~~Vr.(,lU-C"::J ,:S\I /\Do OA.rfF Me"R~I./.,N ,-,"''''MY_ SCALE ,INCH'100FEET 100 0 100 200I'lHHH';J I-:DUKitCD===-.=,,-....-----~S<oNl~A....A>u.--.,...V(Jl-..........~·.:.:..<:.A1JI'OON..::....::.....-IA;:;.;,;;.~--- K..J(.X.C\lUJOONGA C/!f;E1(,s..t.>l ~INO AND lIV£l$'Of COUNT,", O.J!•.M. ----1- PLAN •90"00'CO' •Z~O'•z~o'•HZ.70· -"+.". CURVE DATA-~DAM ac··S'D.0+1-'.6 E-c·•SIO.l.-099&.~"';,0'00' R •100-00' T ._~I.~O· L•9~-IZ' ---~-----_.._'-----~S~A.......F.....-E~iV __________-------J -.,-.----...--..------'--.,----.----,------- ....,_.t_· 1-•.,-_s-l-ffi-H--._ T LE:GEND .DT~~ft:r !dh tiM••00·1 f ve,-S ;$1:1 y.,lo-~d;,c.mall.aJ.~"Americ:al ........Q 51Jr'W4 (odo-k.1970)ad b1 ,.,2'h-ialCrofl,!rl::.5ur...:/t j/,lt"le. /')"75).~hr frH..-d i,one bf.Q'' V lL.t,tal c<:c,kJ YUS6 5 ".J,USC 4GS.v..rlicJ~.~1;,Nd:Qrc.~J.Jk.&.~"7J~I~Zg ,~.5L .!Jl4J1n.. \~,r-~'----""""----------------r'------------------'----'-~--'::-:-'-:----=--r:-~-t"!.-_-I-~-r:-r:-D-:-I-U-~--D-A-V-C-----------""""""-------r--'-----------------·-1..VALUE ..L .......,.........n.••,.~"-",<01 I .'. -I ---'-"_.._,~---',.,'\;:~ 1 V.S.AAM'I fNGlNUI DCSalCf LOS AH(;ElES axn Of fNGINHl5 Df$TIlICT fU NO.,481130 MV.-A' IEVISIONS w.n4 AA4 IIVIOI ~u.ufOtlNl4 C~,owe.s..H """"""INO ANlI IIv.....,.COUNTD CUCAMONGA CREEK DEBRIS BASIN DEFLECTOR LEVEE AND INLET CI~NEL: PLAN ~~1~hlAR.15;~ CHANNEL If INLE T ----~'-~r---""----~-"'-"--'" IPLAN-DEFLECTOR LEVEE a~SeAl-Eo liN'40 FT ~0 W 00.EeF3'""'"i I ! S'AFETY PAYS__________•__------'----------__~~._-____:............J...__.__~.•_...__~.~.._.~.....l........._ ._--_..----_._---.._...._~-_..._" VALUE ENGINEERING PAYS=*".J Cok'l" eacN!/1 7'-~L j!¥J,~wrCdJbIesfolJeFit ,APPf&X.!"j'I~t.Gru,,'1Jr/5l1r/'pa 1&SECTION A-A'-J'r:~/~/~ (SCAl-E:I IN,•10 FT,)-- • VALUE ENG!NEER!NG PAYS l DEFLECTOR_L~VEE PROFILE t stilU 08-10 OF 25SHEETS +'940 120 1920 1980·· 1960 1920 14<-00 14+00 tOO DISTRICT Flf NO.241\/131 REVISIONS I u.S.),AMy ENGlNEEI OtSl'Rta LOS I.NGfLES CORPS Of ENGINEERS CATEAi'PROVElo 79 MAR.I~ DEFLECTOR LEVEE AND INLET CHANNEL' PROFILES AND CROSS SECTIONS, I~+OO ~'11R.R.K. O.E.M. SUBil\ITTED n. I I STA.16.-9it I INeli •to ITET 10 20 30,I 23 HNO-I •20FEET 10 20 30 '10 50E3E3I to 0HHA IINCIi.30fEET 2$()25 50 ~ ErRS IiI '\0 0ABBHHI iOO iiO GO 40 W Q lO 40 60 60i20 200180 iitO 160 (seALE:I INeli •20fEET ) CHANNEL-CROSS SECTION 140 INLET 12()1008060 2OtOO 19-tOQ 18TOO 17+00 15+00 15+00 IN'FT CHANNEL-R!GHT LEYEE PROFILE ON CONTROL UNE (/\'ERTiCAL SCALE;IiNCH ..ZO rEET ') \HORIZONTAl.SCAlf:!!NCH·~o fEET • 4020o20 80 60 40 .zo 0 20 40 60 50 19701 I '.;/OilVU -1970'h~- 1960 ,~~il ,~rer./\:__-1\160-=no.l-1l1it"llFUt:ln f RifjlJr 1950 VIl1ff"Ij 11H!!1!t £x/sl.qabions 1(1 rt/11~i"--1\150 STA-20.74 STA·I!H66~ErC~in ~11%01 ,I I-L,J~2I--z"J -1%0,I,......,I~-~19~0 .r--1J__.£"/'J I .....--I~rl I,,tyee . 1940 f,//S •flle ~/r/l,ll/re .-1940~wtJIlllVlay ttl t,re.movedl •STA.20+3O i~ZOZl+OO 1960 1940 1980 -50 -40 -so -60 ,-50 ,- ::iTA,0-00 STA-OtIO--- ISTA,6·'O DEFLECTOR LEVEE-CROSS SECTIONS, (SCALE:'INO-I'10 fEET) 60- 50- '-------.----__~-__-----L.....-I_~~--=,-<I\_~_..--L.-I__-----=-:SA....:....:...F-=-ET:---=:Y------:P:........:....A.:.....:.-Y~S _---1..-1__~-.......l...1---;Jf:~3t~;).f~-_----l 1._-.:i __~_,''!-,.~....:........"f''t'"..,'..~....\ VALUE ENGINEERING ,PAYSr------------------------------------------.......--O"........O"';;;'--..;;..-";;;;;...;;...;;,.,....;;;;.,.,;";"...;,,,,,;~"'O;"';;"O";'.....,;~_'O""';_O"~~.....___,.r-------------_.,;-_-_-_-__.......;-.., ._-~-+--~-----t 1880 1860 EMBANKMENT <t PROFILE I ~_,._.HORIZONTAL:I INCH •tOO fEET \\.~...".....,VERTICAL;liNCH.Z.OfEET ) •LOCALIZED EXPLORATION TREt\CH exCAvATION 6ELOW ntALWEGoS.PAYIN.NOT.e.;_The..Of'--DAM..~.dAL.l..aILF~ ~_':;;V!.Qt--=ANg_~2.2oI'S7,RAN\P~~ "S;C:D'AND APPROAChES TOR'J>'\.I':I.'K.A>,9'rJ'... ....s±!..-\~BE ~vo!:!).E~\"'s rt.,JR.""JA..a.c.L.l&~':~_ ;.. .j 1 .. :;HEfT DB-" OF U SHEETS 75I ~-'--, Iii IIIis!I IIlii.llllI~I:IIIII~I§III , /<r.:JTn1I/~/~111'5LJ.llJ1~I~i~I,/id/o;;jj I, F.I~.I~..l.tiI.,·I ~..i I iSSO 1940 1960 Ino 2000 REVISIONS 3 IN.•I FT.o IfZHHHHHH U,S.AAMY ENGlNEEI DISTRICT LOS ANGELES CORPS Of ENGINEEU ~,'"..r SrANtA "AHA.IlV8:~(..A4..JIOIMiA .":.~_~-~~~::~~~W'~Nill ~~\~'..$~•..;'v '-'.--~~.......,·~11 ....~"'!c. '<U(AMQN<ur CREE{DEe'RI~&ZsiN '~.•'EMBANKMENT·":,-.. PROFILE,BASIN SECTION AND MISCELLANEOUS DETAILS liN.•100 FT.100 0 100 2008888S';or :E I ".J.~;SlOt NO,...•....,C>,",one liN·•ZO FT. iO 0 to ZO 30 40 508AA!!I 'J liN.•30 FT,25 0 25 50RHHII OlAWM IT.~.W,lU~.K . SUllMl11Cl)•T. ..~f~......r 1£ Ithrmal !:un- JClJ (t:neirg I'll,~..- T-. .. Q,-;. . fu-fr,,-md eyan,~iJ nut'l.-!.~r----"'~ !&BRFn....AWA'f BEG-MOO of l3OUNt:W(f FEN':JKG N:f.tYXJ 5fllLWAY OIVe:1<61cN c.HAN. (NQT TO ~I.~) PAYSSAFETY ~TYP.FAVING 5t:C,INc.ur .(~T W XIILt) &SEE PAVING NOTe:.Uppe:R.RT.THIS.SHT. 1&-00 BASIN SECTION ON INLET CHANNEL AND BASIN EXCAVATION BASE LINE (SCALE:HORIZONTAL:liN·"00 FT.) VERTICAL'liN·•ZO FT. 18+00zz>OO .&.TYP.5TCNE GUl1e-1: C-l..ocAT!D 'f\D.5.5LDP~~5TA.0+40 -10 7+00.ZItCO -Ioe-H57) (NQT "Ia XALe) I i I I I I I I ---r------.-,--------.-- I &!>in £t.ea".....I I I !n!!f Clank;!!I I I I IIJt?'r~\,~1II•I"T ~1 I I I L I IL.\:\JWIf:lr;A\£,·:;lJfJ-......y'£1./960,:1 EI.I9.50.d I I I --~~t-"I~--~~---+------+------l I" K .I''>....I 'I I I "I 1%0 l----li--~--'~\-\--,~r+-fl1=:=1;1'J===3:::::.~~.wx~,~~+I_----;A\/-~b/~-"'};~t-/---+I-_----lI-----+-+I-E-.-;,-I1-U-.-O-+-----+-----+-----+-----,Il------1-III------+--~ IEl./:r65.0 \I--~/HZ,O If /I 194Q II I----.t~1 ~f'7!c~~_tl l,/+---"~..n.~~·~--..-_---+--II I I I I __.-~I I£l.ml.5 &nCA'lKMf:NT I'I I I I 4;7 ~.'V-..........r/.1908.0 I I "I. II I I I I ~'\..-11""'"I/II I ,,--m---lO' 1920 I 1,1 1,1 III III 1',1 I 7~1tIW/"t==:;!-..I------....:?:~:.l1~,;!;,.,~:.,!lj-f..I '\,:111"I III /I }O~~"-'I~l~-..{~....n·T no.___£f./Jd.o I 2.5 /1\2.25_ 19001r--~_____l-~~-_+_~--~+-----------1f_____---_+_---~_+__~~~~+_.~~~--+I-_===----=------"",-'~II---"'#~.--'J1Lc'i1f!'r-_X'L ....1 I\~/...,"'"I II/Ii \\--_I/~~-+-I T r.I _.YZ~/~~I\=-7~1'\J'f1 (',f8Hr]i\--,1900IIOaSInt;"~vat.m----,--.,-.:\r~~/-,rt \£il85:J.()~\/II \I 1880 I I I I I!.::::----'-=I .~,,_/~J,.\...1.\.-\/Il \III ISao I I I ,I lQ I-----I Y 4"NT'r"""'~~\t~1 ~\~:I"IIII ~r---l I\~II \\~I" 18GO I I I I ,--+-~==--=-1.Jff-1 \-'*-=~\--+-1----11·1860IIIIII~~I ~t:~'\H~Q##Q'~1- 1840 I I !IIII ---l ~I'11640 14<-00 IZ.oo 10..00 8.00 6.00 4t-OO Zt<lO 0.00 Zt<lO ~'I 75' ....,01--------.. 1 --- WHet!..5T~@ TIJIf-.NMOWH?S (5TA5.14+11111+53.5 (%AJ..l!:I IH ."'0 fT. // r l. r. 1~7IIIIII/ ,j -I jIiL/I /1 1 I,.IIIII /..1 VALUE Et'~GI~.jEERI~~G I~,...-----r-------- 1I"r.5 leao F:arJan ~,Ja 16_0 'lm-~ PAYS /+00 ltoo ''''50 r '+00 REVIEWED ''''00 5e/1l~:•lI'I.",n. S 05 JO 15'HA I ,I I leao 1&60 1 JO'T~ ~~-----I-+lf__---~"'c"'_T'"------___r--------_,li'OO1900,....------,--------T------ laM t-----T 2.25 :::-1'Fl---laBO DUWH aT.H.G.R.R.K.. E.MBANKMENT CROSS SECTION S I ~00 le40'-------<--------- '''-00 ----.----.--__L -L ...o.---L ....11!HO 14 +68 cATEAPPROVED. 19MAR.I$DISTRICT fU NO.2481133 R~'oI "..... SHEET DIHZ OF Z5 SHEETS SAFETY PAYS J REVISIONS u.S.,lJ,M'(~GlNEEI OISTiICf LOS ANGELES ----_.--.~.._._..-CO&f'S OJ-ENGlNEElS.....- &ANt........lMI .........UJ.lK>IHIA I •C~UfIlC,!.AN ~ANlI IIVEI$IDf COIJN1ID I:~UCAMC?_NGA_CREEK DEBRIS .B~SI.~_J EMBANKMEN~ACCESS RAMPS PLANS fiND PROFILES P.1. N 7Z4,c58.00 !1,:;"1,(61.SO PLAN-RAMP "0" PROFILES SCALE:liN."50 fT. 50 0 50 100 150AHAI HORIZ .SCAlE:I IN.-50 FT. 50 0 50 100 150~H I ..ERT_SCALE:I IN.'2Q fT. 100 to 20'04050HBHF=?'I RECORll.DRAWING ~.S CQNSTP,UCTtO ;Jm,CATE I POSTED lCi-iECKEDI IIEV!.'....";---.'-ZS]~.n._._ J ..... PLANS .. u+oo P.I.AI 713 568.3'J !I.S81,lfl.74 II 7[3543.43 !~5"(,/$8.18 PLAN -RAMP "B" RQmp Canlro!line C""'1e Oafa .6 ~7!"O,',,/I I?:100.00'T:72.73'L:'l2s.77' PROFILE .?oI.- N 72~463.65 (1,580,786.95 1950 l.-_~=--------:~--_--=-=-=:------------:-:-l..:-:-----------L-----------.L--__---.J 1950 .0+00 42+00 44+00 .6+00 19ro r----t---T---i---t--=::::;::;;;-:.f'==:=...----------+------------+-----------~+---------t 19ro U.S.ARMY ENGiNEER DioI td\.,i I SUBh\ll1fl)11'.DATE SHEU.APPROVED:sPEC NG OACW O~__t.~_B-92.IL_.OB~13 OffuLJ..~,_-p-:,.n MAR.IS DIS~ICTF1LENO.H8I13.l5t:.~RE:I/"",-L...-..:..;.......1~1E~'.=~0l~$1~••~~.......~""~__==:-_....I.__......:-:_~~=_-....SH-IU$-... rI ,i1 ,--",... U.f( U.S.Al.MY ENGINEER OISTRlQ lOS ANGElES COlPS Of ENGINEEU :;HEET SPEC-NO-OACNO~.2.',L B"Q..Q.U~DB-14 Of ,48/135 2S j(LV.'AI SHEfTS I, lEVISIONS SEC.C-C (sc.AL~;"".,'-0') WotI4 ""'""'VB LUIIl,C4IJrOIN14 •, ~.;-.....~~....-couo<T'"-~,'.---t :CUCAMONGA CREEK DEBRIS BASIN .1L_~._.-.---,.._..~..._.1 SPILLWAY AND OUTLeT WORKS PLAN AND PROfiLES I ..'"~~~'''~~'~:;--W~~·-,_~a'~t.5 r- 5EC.[)-[) (5C.'<Le ;Va'.,'-0') .£..5FILL'tJA'f ;..pPm DE1AJL5 (aNIMtTQJt~Ofn~-Gr.ouT~D :lTON!!a'UlNP.CDNCnTE) l:ESICUlt If, J(.JU<. OUWN If. ~UF!WU Of,AW'INGS ra-spUwajIOUI.wcrJ:.,~dud~~--:;e~drr.ce-/!S F~!;iUW4j 51nv:ftral kfai!,-----!>ee :lit oe-;" fer tpilJ'lfQj subJ.rain.5.;5/em ------5elt !>ht.oo-17 FJ'qil.r:ftu.dian.~,evee ------~dl/,Dll-/fJ IU pf'e$ta~p~groun:l6-----6~elIf.re·!~ ror Vrfak rower -------------see ':;ht.C6pZO ,&j.Vldion slr~I(1/e-------6a :;ht.Dtip!' Fa-caxiuif f eon#u.cnce ~rl,J(f.n--tee sM.DtrU Itr 5faff,cpJe5 f !lIas :pfe~-----cu $+.[)6PZ3 for whee1 ;f~.fu.rnaivund.~failif'dvlnJ 6eCh()(l ------:;e:e £1,1.re·u fU aaess ra1Tf'5 ~-----,------~dJI.CC·/3 I'lon l.25H {..-,, !leAL!I Iiii••20 1'1. 10 0 10 20 30 «>50 HHA J See sM.f&:2l f<r llr~ddail5 Ie 5e:e delai~~crer:J1 for cp!-Jorul concrefe apron. _.L SCAl!;'Iz 1I'l••'FT.,0I Z 345 HHI F"""""S+3 E3 No,,4H J.J 7Z3,71/.71 E1,580,625.11 i930 .........----~ 19901----- i I~ -T'"1&70 I +1660 I J.iaso r-~'r'"".a...'-.~~..............~~......_--~-- PAYS .+-".;.- VALUE Et'lGlt~EERlt~G ...~---~"{"_.~---, \ -1- I-~ SHEU • 06-15 OF 25 SHEETS U.5.NoM'f ~GiNEEl Dl$TJUcr LOS ANGEllS CORPS OF tNGlNEERS DI~TIlICf fU NO.Hell~6 .1«1.·A·UMAR.15 Au.~Lt;l5:~IN••10 r'T.o 10 20 Won.............~CAIJI'OIH4c=O~:=:;S;I~J SPILLWAY.AND OUTLET WORKS CRPSS SECTIONS 10 !I AHA <>lAWN".H.G. K.K..t.. STA./+80 -:JI I r~~'i;:.i~+.~"'""-J. Ra.ndom 1"11/..........(5J_lTtae~I I ~f Ow!!e!works 1 I1----<:; I.'-I 1.____--~~-~~I~c=,.;---=_~.(--,'IV"';';;i.I_.»I -....J~I 1.$ 181'1 I 1865--+ I1855---1.. -r"IO !I1!IIr~ f'" 1,. /5' PAYS -~oI60 SAFETY I20 t Spillway ."...- 1:710" i Ii Compacted FiJI, Sp/lrwoy i--.- IIId~~,_._-T- ! ! uno ~ .15S0 _ 181(';T!8~'+- I18~O ...L 1'3 r f~~ iI' l' IkI Ii lII I :;liM D8-16 OF 2:1 SHEETS T II I u.s.AAMY ENGINEEl OtSnJcr LOS ANGELES CORPS OF ENGINEElSI SPILLWAY STRUCTURAL PLAN,PROFILE,SECTIONS AND DETAILS ,CUCAMONGA CREEK DEBRiS BASIN SANtA AHA IIVI;I ~~1AlClJUJolONGAc--......IIUNAIl>INQ ""'".._OO\INTI'$ ; REVISIONS T r SECTIONS.B-B THRU F-F (riT.s.) ~IY. AM.H. Dt4,wM 11.~.'5. .J.)f.lY. 60, SCALE:1/4IN."I Ft I0 ~10A:E3 Erl Ed EO!F3 I SCALE:liN."30'r. ~0 ~FCH H 9.CO(K"'~~holl !J011!'uJffma!t>c(lml"nshp 5tlen;/fl as ft;/Icw.s: Conduit-f~.1000psi @<'8dtlft Allcth£/s-f'r.·3Ipcnl ..•" Rt?info((emenfs!~~1fJ ~"'fr;,~~o p.si SECTION A-A (N.T.S.) PAYS CONCRETE DIMENSIONS OF SPILLWAY WALLS ICO/tCO.47 10'.30 10.0'/<-/<~'-o"Z!6°Z~7H n"It"II" GENERAL NOnS: /.chonnf'lwall $truduroI5~cf/om art?shcwt'-;ooKinQ ocwnstUOI1/on a~~rrrcal plc",t',PINF~nqict.Jlort~tho f ofChanni'/. t.Spocin9ofbo,s shallCt?clPnt"r f~c..nll!'r unlUI off,~Tyvis,n"fed. 3.Minimllm lap lMgfh ofsplfers shallhI!'th,tobllfaldlap 1M9th of fh,~ollf'rbar offhe splfa.Jer TobIt',Slit !IO -zz. 4.Spl/cn in longitudinalr..inforcementof/l1yrdslab shallt,SfQ99ffM at/Nsf 4 fut 5.Longitudinal barsin channelWOflsr'M,pft,fmmu ba{$JJhal/hI'plqcet/ paroli..1to"117'channl'l invntunil'Ss ofhr,wi~1!'shewn. 6.Th,end~ofallyntfcalreinfo"em"nfshqlf exflPnriJ"cfeor oftop end"" cleo,frOm I'M afmMolifh.HCi,izonfal r~inf()fcem,nfshallntl!'nd)" dea,ofI!'nriofmonollff1antl4"cfear from tc:p ofmonolifh. 7.ExpcU'd ,d9tJ ofconcr"f,~hallh,,hamft?'i'd 14"Jnfi'H otherwi~'na11i'd. B.At01/trpflJtt'fu consf.jofpts fn illYi'dliS'TYfl!'oJ'jointI!'-rc",f whl''' other"vl5I'sht;wl1 0/7 arowJngs. J9 \Co ~~•l1!.:.~'iI~ '--~1 . "------~------------------'-----.-------'---~,~--~--~-------~-- VA t UE ENG ir.J EERiN G SECTION N-N (SCALE.:1/4 IN.•1Ft) t:=N Lopout~ide YIJZStU'1 30;0". I DETAIL-Ny" (SCALE:1/4 IN.0 1fT.) Nof~: -,-Confractor Jhall.Jfjbmifplans for lacatiOll of~n.!.t:.'.!;{af:Co(l{tr2'...tf911.)aints far epprcval.Sr, ':>Ilf~tor <JOinT 1/~/aIlJ. lJa(t:f",.all hal'S are •!@IZ"EW,ea.f4C~ it SPILLWAY PROFILE (SCALE:liN.030 fT.) I DE TAIL"X" (SCALE,1/4 IN.01FT.) , SECTION M-M (SCALE,1/4 IN.01 Fr) rt=t=E:--:----1----,...----,.... ,L[t==C=--~--;;=--------------""~~f I --------,~ ~,Con"lr:JI.'-Channel face ~~t~i -.of wal!:I~I ~r ~I~I I j':r~-I -I').I 'f),•I I-.I il~21'0'I Cr:!Spillway C,dJ.~I ii'l....:--,-XI I ._.-'a1~I ~ji~II ~I -,•'f!~II II~~j~'I I ' I ,~.~g ~./"(hanne;rac~1",:,1 ,II['J1"C;r;nsfl'.Jf."f w<1ll, /I~.II,~r-r-'lit ':z:- ~~.:/~-.- r'-------------------- I .~--.LI ~J....I ~S_A_F_E_T_Y___=__P:......:A__=_Y_=_S~_...1..._,...1..._1__~,.a;...",?II"WI',,~~----'-~I "'V~ ;..;,.--~_.~-~._.-.~--- r ,~'--,,-_.._--..;..__..,-_.',,~,-._.---'----,.~--~._-~~.~.--~,._''~".,,-~~~,.,,-"'--,--"~.',."~~'~,--~,~~.--',~-'~.'~-,~""'-'.~._~-".--_.-'...-........._._.".'-_.,-~--,-------~-._--_••&_'.......~_.,-~~------------_.---.•.•,--'.- ~..~'.~", (NOT TO SCALE ) SECTION F=F PLAN iiVz"I 'I F I~I F J ~a~l 'L-IlL~J )-J' \~ ...... r-E I SVSTEtd Et"Glt"EERlt"GPAYS (SCALE:i iN.';;O FT.) PLAN =SUBCRAINAGE VAtUE PARTIAL StiEU 06-17 OF 2S SHEETS V.S.MMY ENGINEER DlSrucr LOS ANGELES COiPS O'ENGINEERS DISTRICT fU NO.246/136RU,:.f"UMAR.IS 0""£.....PIlOYEtlI SN-/14"l<1o ................~ ~~...............-oil«)AND IIVItiIOI COI.WIft ~~UCAMONGACREEK_DEBRIS BASIN, '.-'SPILLWAYSUBDRAINAGE SYSTEM -.' PLANS.SECTIONS AND DETAILS REVISIONS TYPICAL SECTION K-K (SC-ALE:1'.2 IN.·'FT.) SEC T!Ol\!J-J t 6#';'Pur.coiledOf'p:pe In uri!Sp;J{way 0/41). ~..."~'"..... .......",,--•-Q uravtl dra/n maler/at SECTION H-H I~st<1.I004."~8~1004+481 (SCALE:1/21N.'IFT.)-l SEC.~,·HI .g·lrn.u.cep\1.Lim'td thld~'{Qrlt,;>.J (n'PiCAi.(i~AyEL vitAit.l TERMiiJA"'iiOi-J @WA.lL) r~r·~·1 J'II c.fr.Jf.(Inr~rf(R~/'nf.nof _.OM..--.,'.L~t'Jn)~-'~'-.---"9 '.~:....of I.:iJ,....::...---r-".-..-~"4''---------"'""i~<;:;,.'\:'..•.•~.I ... 2 ......6~C;rav~f drcll'l matI. Pf.SK."tCD..,. lU~,J<,."•.I 15I50 SCALE '1/2 IN."FT, I0 5HHe-;.r==r===3 SCALE 1/4 IN.'IFT. I0 5 toHAE3F3HHI SECTION G·G (SCALE:1/2 IN.',FT.) SCALE:liN.'30 FT. 25 0 25ffBFI 6-"A(J!QmaltC dra:nQ'!i~ 9a(,.Sec"r~10 adClp/~r wt'fl!~.Yz";boll" ·~... ·.'..:"·. 6U CAST IRON ADAPTER (NOT TO~CALE) PAYS 8-1/5 D,"a<pnals fop "bottom of6/ab q$~hown (/6 bars Mal) SAFETY /.#"'---~l-<--I_l!6 ~"/'1.H.co.'cr J.(rame SECTION B-B (SCALE.1I2IN.1 FT.) SECTION D-D (SCALE:1/2 IN.'I Fl) Cane.~ncaf>l!mMf Out'"qate bOIC\,,-zo II .~...~.... s~~0.5.c"I·afr wall defail,61rf.DB -Ih Gr relTlF. ..... •-Open/fll /;' ~,fab above SECTION C-C (SCALE.1/2 IN.'I Flo) HALF PLAN·=SPILL\VAY SUBDRAINAGE SYSTE~1J1 (Nui iO SCALE) SECTION A-A (SCALE:1/2 IN."FT.) .' 1Ii I· SHaT OB-18 OF 25 SHEETS 18~0 18W 1110 u.S./>.AMy ENGINEEI OISTi.1CT LOS ANGElES COlI'S Of ENGINEEU nVISIONS DATEAl'f'1lO1IElt DISTRICT f1l.f NO.<:48/139 .:-.:.o..=.:.::~~1 !.tw."a" ..$~SOMA __1AOIoI.~-'--~.--I '.•.",~....-..-o-~~I'~'..':'~'.•."•.-......'.IE~~A ~EEK,,-DE~~S ~SIN j SPILLWAY DIVERSION CHANNEL AND LEVEE PLAN AND PROFILE H.,~.~ 01EUfO ., ~- SU6Ml1TEO Ir, _...L.__.. --.._-.-. ,.....,j................-:... 1&PROFILr:::I \/af'l.r.I,...~'/0 ~T·\I.~OR.!Z.1.1.1 •40 Pf,J PLAN {I 'N.,.40 n.~ .~..-- 1840 11130 1810 1620 1800 It,'SAFETY PAYS'-'--'-~~.........l.__....:.._L-~~~~~_~~~~__.L_----:.-~._ .__....__._---._._.,.__._--~.,_.-_._...-.,~-----'"----_.._--'__F..-,-----.-~.--.--~...-------:-:~-----.-._-.__._-.~.~':"""----.----.,.--........---,,--'.----.~.-~.~~-~.....".,.....--"""!"""-.:-'- ..-------------------------r----...,.......,------------:--------,------:-=--=--=-~-=--=--=-:--::=--=--=-::-=:-:-=--=----:------------:-=-=---------------~~--'-----.-----------------------~-V A.I 11.1=·C M t::.1 Mea:DIM t::..D A v•..~•~_'WI"....~,."""",..- I I I~ r ....-......,'t:~.,..........,..r-"""..'~..',r --~----:-.""".~_._'~'''''''-::or,;. SI1E£T DS-Ig OF 2S SHEETS V.S.AlMY ENGlNEEI DISTRICT LOS ANGfUS CORPS Of ENGINEEIS 5011..1:;I IN..10 N.10 2D• OI$TJlICf FU NO.248/140nv.",," o ~;lIN.·Xl ft.10 0 10 20 :x>40BHH REVISIONS 10 5AHA 1~i~AR.15 CATEAl'l'RO\'E), t , WIlA_oiva~~. ;~"~cWl~""'IIV_~-.iCU<:.AM9~GA CREEK DEBRIS BASIN , ~--------...----.,....--.-._~....._.,~-_..~-~-- SPILLWAY DLYERSJON CHANNE'L AND~-' I,.EYEE,PIPES TO SPREADING GROUNDS PLANS,PROFILES,SECTIONS AND DETAILS ~IYI R.R.K. SUBMlTIKl 1'1', $CALS:tit IN.-I PT.t.eO I 5C,ALI::414 lrf••I rr.o I t 5HH ..S',8 It"O.C. 5-n.m_"/Ft_Vt~)5EC.@-@ #'5',.IZ'o.e.---5HAU.oW /1ANHOLE:(;lflAll~ (XAl.t::V.'·)/-0 .) _.HE:AOWA!.!.DJMfH~ION~ Dia..e F G r..W _:U't!.5'40'-0·_Z'·w'f/·;J'2/;" 4a'4'-0',La'f!":.'7'-:/.f'·1Ct PAYS PAYSSAFETY VALUE ENGINEERING /.5 ELfV'.02"~~•(5CAU::7="-0·) ili~'r-) ) 1------.---.-----.-- 2.0 30 50 +0 --15 Fill,/e~e I&.SPILLWAY I $0 ---;;;;::----;;;---7;;:--~I:_-___!-::--_±--_f:1--~---:i---..l---l---L_-J.!lOroo40to'J JeO '10 ~o 140 STA.999+50 DI\JER510t-J Cl-I.t\t-Jt-JEL &LE.VEE-CROSS 5£CTlO~S ( .VlRT.'IN·"\0 flO;\ l-lORlZ..1.lI,l,::ZO FT.) E)(~QV.,_.Sftllw"if A~.&"'\.r..40 ~~~-----'---'-\--..-.----/-''I'",--' ::\0 ~~~~--'--, So--,--~ 05~~~-' II .I ~ I r i b .. I t I i Ir--II.I II I I:I I I I IiI 5liEfT 05--20 01 2$ 5liEfTS SPEC NO.DACW09-19 a-OOll--------- OIST~Hi NO-l!4S/141 DATEAPPROVED: REFFfHNCF DRAW!NGS U.S./>.AMY ENGlNEEl DlSTRlCf LOS ANGEUS Cl;lRPS OF ENGINEERS DATUt-A IS MEAN SEA LEvEL RECORD ORAWIN(l ""S C,.STRucno "-_,..___.I ./.~___..f 1 r-.-.••ro,!Jf"nr-rot iV()'~~....x.e;mr.~ REVISIONS ForcOIIdulf 5~dions Of/a waft'f!,fop defoil-!:a eM.f)6-ZZ for barbt:nd 5,spiic.=r~uire~f __5e&5Jf.~ Noti': ,T&wn COMtruetlcn rna/.hI'pn,uf",(1tic~/Iy. ,-1::I'i'd In 1,,/,/,;fpeurea Iflphru,"11m IJ!Timtlr,it •j~vvrsi. qJCAMONGA CREEK DEBRIS BASIN OUTLET WORKS,INTAKE TOWER STRUCTURAL PLANS,SECTIONS AND DETAILS .61 REV I D.ATEI ;>OSTED ICllIECI\[i;V'EWE;J... m -.-"r.cnrn i.J t.·~=r~I_!:-_"""'_r....>::._'--_-++-_-_--li------,---~----I ...... SUBMITTED BY;• 4= (SCALE;314 IN.'"1FT.) WALL_GRATING ELEVATION SECTION J-J DETAILS OF SLOT OPENING (SOH:I Yz IN.'"1ft) SCAlE:3J4i1'1.••FT.,2 SCALE:III IN.·IfT. SCAl E:IVlIN.'I f'T. •1/2 0R:EHHHH I0HA SCALE:3 IN.•I f'to1/2 I~~~-,=::r=:e:r=:F3"""d ,0 H H SECTION F-F (StALE:Ill.P-!·:1Ft) SECTION H-H (SCALE:1/4 IN.:1FT.) I NTA!<.E TOWER GRATING DETAILS (0fI$1:Jt(C,J) f fftl,~d (1$shewn In Slf'ct C~C /4A~EqIJa/ly s/,ac/!'d@ll'Ja, Z·lfPo0f'/.5n'St'ctA-A /$I'ct D-D (on$f,J/;(c.J). >t'f---:~H:~rr7f~::Ct!t!r=::::Zi:=+3-*"5 n @I!.I/ Note:oroti~may O~mad~in two '6r m9"epanel$fa rover areQ reqwrea. TOWER GRATING PLAN (SCALE:lIZ II'P 1FT,) Cq'Jduifnot IVII) '0' SECTION B-B SECTION E-E (SCALE.:3/8 IN.'"1FT.) TYPICAL TQwER SECTION (SCALE.:!lZ Hi ~!Ft) ,Ji'-/squar!:""4'..5·"t'-S"L 1.~s.%a(I:I~/·IZ"12"IZ"12"12"12"~*4-as S wn ~~rr~r-(./-~ *I .'•-·....-It\N /-18 .I 9~'01 ~, '\..~•<{'":!i Yet ~Jlit, '(~......#sspacl'd as UYiJ {leI'(I,j ~C \JI.u ·--shown /n S..dA·"•"Ie::VI ~(""s,j"PiIlJellsiOnJ ~.,... 1\1 ':l ..-I---------I.-(ri ('.(L-~I----------10-['-' -~>--I---------9 I ~I''''~":13 jr;{~ ~.~'.i,I j·ct.;r;Vt -tw ,..yr~~E~'~~ ; For conwi!' reinE S~I!51!I:d.f!!k1l-. 3 Owls.W://Zl/ieg,,,entmf-o~1 roof"s/a.b,see seCt c-c,~ 9 Dw/s,W';ll·;~bent;nto~roofs/at>,see sect.C-C...,A/fel'ndfe Pw/s ,m2fcllV~r ~n,(t4t>arstotal)1_• ...., r H a'-Io" TOWER PLAN (SCAlE;¥&IN'"Ft.) SECTION A-A (SCALE:~a IN,*.n:) [ 3/~"lrowe;N fibr~"ituminous mat'!~p;~ccmn!:cfion .;-~~----~----'---"::.....:..~-=.;=="--'=-----+----- _..."._._---~-- f(U. 10II SPEC NO DACW09--.1.it a·Q9!1~ u.S.AtM'f ENGINEER OISTJJCf LOS ANGELES-.-~~.rous ..of.U>lGlIiWS..,', OATAPPROVED: OUTLET WORKS-JUNCTION STRUCTURE. STARTER WALL AND JOINT DETAILS ~UfIllo I.AIl ........._.....__COUNT.' -••-_.I ICllCAMONQA.qf~.DE8RJ~BA~INJ ~.'fl·N.....W. .f(.f(.J(..: >2"z· SECTION N~N r"'-M l74V""Asr~'Por :J(Jch~f SECTION M~M (SCALE:I/lIN.=liN.) TYPIC.&. SECTION l-l (NOT TO SCALE J REfERENCF'DRAWINGS: lfor 6e(i€'ral Noles,seE"snN;~. i/or Confrol Tewer odolf.!from CMM Wor/(SCondultSf'I!'Shut Dl3-2tJ. i)for Bor Bendand splici Tobit',$~sheetre -2Z • SECTION K-K {WOT TO SCALE JSECTIONH~H (!CALf:3/8IN.'I fT.) SLUICE GATESWALL 1r , ! I I I If ! i! I ,-""t"""-- i. PLAN, ., _I •~I~IJI~I~I~I IJ-·S"pjend"fo I-j-.,...:..-.......f:..----;--;;---;-~------\Jr_r--__i SOffIT".Qr I I Jurl':.fJon struc, I.fof'd~fa;/!>i ~Ct $h:.~'DB.;;:'I. PROFILE: (SCAlE:ilrti'20FT.) jr-•iliff'"C ~ r~"----'Ii..~:".--........_,rr----------------------..;.....--------------~·~\-~'...;."';;..A.;;.-..::;L;;;.,.;;;LI E"==....;;;E;",;"t"4.;,I~G=I r"4.,;.,I=E E,.;,.,;R...;;",;;1..;;t...;..,G..;;;;;;..=p~"';.,.A;..V..;;I S:O;=~~=""T=================-=========~==""""""'~""""""""""'''''''''-~'1 I Af!1 SHOWiNG ROOF SLAB -TOP REiNFORCiNG I&.SECTION A-A \ 1·i- J:.. :1 III·I -._,._.,~.:_-~;: !.!.IC Sell/wayln~ert STRUCTURE .CUCAMON.GA9EEKj)~~~~J!AS~ OUTLET WORKS CONDUIT PROFilE AND SECTIONS SPillWAY CONFLUENCE STRUCTURE 1&.-,S::..;E::.C::...:...T;.;;IO:..;.t--.:....·...;:C-,-...;C,,-- ~.~..l.W. ~n, AM..}{..N.AW. (SCALE:3t6IN."FT.) ~r £mlkd~+If.".V-~.~.~~rr/~~....~~.....11"+.-~~ ~':!..I I::-..,,~'.1,L---:-1 ......\!I ~It --/.....oS;. -----4A~t.--.Jr ~~..r ~. I CJ.~----~~ Flow E.~'"..,./-.....•-,.-, .f!~--..ElEV,ATION DD £ OUTlE T WORKS -SPILLWAY CONFLUENCE ~-'S::...;E::.C::...:.....,;.;;I0,-"1'1.;..'..;;6:;..--,6,"- SCALE:'IN.'20 FT. 10 0 10 20 30 40 50 AHA I I 2'·Z','."Ill ,'-s·* 2'·..•(-JO ,'·to till *I.U2 Z.Z::.I 1.410 1,210 o•"f.,.J to •Io•"for.It .....o "(1'fot •14 It •II BENO.1100K OiMENSIONS fOR (lOA HOOKS S'LitES' ----~;I'--;o;."IN.LA'1IIHIUNijIIII ALL OTHUI UNOS $HALl II IN ACCORCANt2 WITH SECT ION 101 0'THZ At!IUILOINIL C002 (AC'SII-111 10 II " -14 Mgitud/nQI :JJQ{/pauInbQ,j~onlj ~Q~h manolt'fll. .....,.a~ ""V) j'I ....<-,~~--1.---;-,~••".~ ~'.','.''.................... It I I Hs zC••I>ofbir.m,~_I p<:lInA (}I'I r:on <:d ~,tC~nduii I I S~,4<::r ~ -t .--i-"9- --i II t-9 4 DlJmb~l/~J'ei~yondLJ...-+I I w<:ftr~(op ~r-------- ".'.,-..,.....ctJ'"i:11~co ~ ~.1,'1 lJote:Lpirt;nrorc/njl4(f.o.rimax,l MMdtth t4ff.o,c.(maxJI1oI7f!J!!!.tnru J'a;{I{j 12't.nd of L 4x3d/8X2'-3"~a.side . LONGITUDINAL SECTION AT TYP.CONSTRUCTiON JOINT1), OUTLET WORKS CONDUIT "",VI,,',,<r-"'J <h~v..ei>S·h'l.P:1/"_1 d _1 __b ...56>,....,,;,~5'1'>'1.6"7,'-'1"j.rJ-'/z ?~tJ ancnors (SCALE:1I21r-l'IFT-)I$embe:kkdl"'~.-~\o.@12"O,C. .aa,oe "f""";).-6~~<1>.~~•/0-.;#0'"1'-~G,~Q. 3-l/t"~sfvd atldvrs .'./:',.'A @ /2"0.'..,.'.~'./........ ., j(f:("U(f).y..t:DV',H/H65 <;HKl<OO n. SCALE:3tS IN.'IFT. for j.,in t ditaiIS---5ee 5h+.De·ZI,8:6H8EL;:::3::=:::J;'""""""3::::3=::;i+""3~~t=:=...._..====::EF3::::3=::::iI?•~ '4 F<:Jr"lQ-werCQ'"druc.SCAlE:lt2IN,'IFT.SUllMIT1fDll'.CAll SIiWId.et<U!s·--------~5h+.De·eo.I0 $A/'l'ROYEOt S/'fC.HO.DA(;W09·_~..Q2!L 011-22!>fa.l003#-01.71 -H ...e-+3..........,OF.fer Jurdm m;£hn---:a !J.+.re·Z1. SECTION E-E rCAlE:W2 IN·OIFT.I ~~A OISTRtcrfUNO.246/143 25 'T.2 ~~~-=-=._::_:_--"="'"_:_":"":~-A---~----:~=:::~=====~---------~~~~~~·~~~';i'-'i~7~9~M:A~R~.15?:;;ij,--_--..:I(:£.::'t,~.6:...._~~U________(_S..CA_l_E_:1'_112 IN_'IF~)""ii<I ......""SJ"f::J D£:lIo,SNEErs SAFETY PAYS..,L ---o;---'-~~~~~~~~....:...._=--.---....LI;,l~,;:-,"------------------------L.--.,. \-1 1f~@Il"!.__+.......'_..4 I.~1 Oymm.QM,¢ SECTION I'l l/s"R NOTE:-----w;;~trstop +0 be spliced to \Hovidt l"Ioter ti~hi joint \1\occ::crdQl\ce \~i-lh monufoctwrer\oppr~..£:l melnod!i an(\{'or wi~h Cor\c~rrwce (If the wntrl:ldioq officer, DUMBEll WATERSTOP DETAIL NOT TO SCALE r-I I l i Ii /U.J< Of~TRICT fU NO.<:481144 UV,'A" OAT!ArPIIOYfD"• SCALE'3/4 IfJ.•I FT. ELCEHri?§'==i!='~:;::f:r===~?===Jt .SCAL£.;3V6·it-J,=1FT: kaL -;'LJ"-bl----W w· SECTION A-A (SCALE:3/8 IN.-I FT.) I TABLE.1 I f{.tFlJfJU Of(AW,«5 far'J~+1Cr1 ~fM.JGf,"P!lIII f Oc1t:l,!.,--,5ee ~+.~. tt.r Are'-10 Spr-tnd",GWU'ld$------sce sM.U*/,. RrCOp('l o~iw;i;Ai1~ii'~ilri""'~-'"REVISIONS i!~v'():ii'i~'-F'i'iifFI'-)r;I"ii.':,:".""VII ,...u.S•.v.MY ENGINEER DtS1l<.1O_'.i:..rM!:.:::~-1·-=:'::!..:;;'...:.LOS ANGfLfS ----+-:±:j :t=.::.t"-_~....-t-----r---------+--~-CO-RP-S-Of-EN-G-IN-E-r..-S---t ~n.I """'..........viI .........;~----.-_. -ltRY..I ClIItJ\MONGA ~!.AN -.-..0 ......11_COUl<lD .i l:.~Y\MONGA ~E.~K ~~S~B~SINd _ ~-_...~-,--,--~--~-~..._--.~_... STAFF GAGES,SURVEY MONUMENTS. AND SLUICE GATES. t lift t Gate i ~-A-- SECTION B-~(NOT TO SCALE SLUICE GATES AT JUNCTION STRUCTURE Stomp 1.;\'"O/5T. her~ PA YS ,"...--'---.".L_------,-..--------..._-._-~..I" --_-,1,,\...-l..., ~~AFETY lJo(e:For /O~d{/OI1 (Jf 61Qff gage$,SU 6hcef ~. ,(:,'.- Sromp /he monumwt numher he,e lOP VIEW OF BRONZE DISK MONI.'MENf (NOT TO SCALEI i• I I I I :ILJ STEEL PLATE (SCALE:3/8 IN_"'FT.) SECTION AT BOLTS SCALE:3IN."IFT. FRONT VIEW dA III ftf :1\01 •II.,--F1ll ~I ~I ItN<ij)-----.L"I _I ~I .~---t~1 1 U ~I I~---0 Tl 1 !I I I REAR VIEW I!!O~f)/a.,I A~ \ :J- 5'....-*"",,........-.I --I I "I I <;) I -,,""I IIL~•~ STAFF GAGE DETAILS (SCALE:3/4 IN.-1FT.) PORTION OF GAGE BOARD Win'ENAMELED PLATES ATTACHED (SCALE:3/8 IN.-liN.) ... "", .....~.. ...' SECTiON A-A !Jo{e: Each numeral ~hall be 6/,;'k ~pra'lided 4~Q $ep4raf~ plt'e. I~ IIIIIr IIIII ,"! <:I;Ii: -!;; 41-1Il1-...1Il~~~:a-V1IlJP:i ~''II.,.Oz .... 9iC:3r:>:1:a::ZZ%I WWI- ! ('0rr-- i II ~ 1'.IIIII ~IId! ._..........--_1 1970 .-..~,-~, -.~,;~,';.......t:"""~:"'-¥~--+f' REVISIONS CUCAMONGA CREEK DEBRIS BA!/iN RETEHTIONWATER.~.~..-~(.I,..,.,-;J ,.1'1 t.a'-oll n.J(':-t·i""'1...f\1'-1(; I0ri":A" SCALE:1/2 IN._.fl. U.S.AAMY ENGiI'<EEI DlSnlCT f?U1Jf.!.I-U t:A'..A ~LOS ANGEUS'tI ~__CORPS Of ENGINEElS For GuF !r;;Q::lf/C.Wl-'-!>ee sM.!&=]........,.~~=JT.--r--....----mirnr.:r1iIlll"1:mt"-aIJli:SIRiJr-----r -A..!!.C.~~.....-........0 NIl>.y~rouNl. AJ-t.H. SCALE:IINA F'[ I 0 'I 2~HRE~"s=- ,fJ:...,GENERAL Il--'-=":"'=::":"'~-,..---'---------------~--~------~--i72. APMQX.rlllSr. GI!OfJNIJ S/JRF,Ik. E/.IJ1t-.6 5tOI)~fill Iseol'-----~~----------,..---------- 781;--- 1970 1------------'-=--------.-,..----'-----'---,,....-----.----,_T_>__-"'---,,-.._-----------~SECTION C-C (I l"l,'"$"T.) &SECTioN D-D (Vt IN.-I FT.) APPRO;J.,EXIST. ~_..lJ.fiROl.INO SURI¥IC£' c:JI / nil,Wafer Rdudla1 T<;lnk SECTION G"G(Vz IN.-II'T.)--& 8'../0" ,I$::\SECTION 8-B (I ,"".:I"T,) STRUCTURAL R~l)"JF.ORCJN(;nFTAIL~ F/~jl'sh gradeApproJ(,£1.1$15.8""\ ) Excav.Wa!prReten)./on lank(Guzzler) III, i III... I-'-r I ~I "--I~·1~I,..I-I J. I ----,---------- DRAWING AS COf;STI':'IJCTED TE I POSTED Cl-IECKEC II[V,EWED ',W. .CU01,A.ONGA CREEK DEBRIS BASIN -' ESTH-EtIC TREATME-NT"._.• LAND5CAj)lNG OETA!L.1'K ~T~-= :i\/~f...aA#,-.xi:,,,f.;y......n.J..r .'.f Asl-f .~=-=--____00.11 [-Er-IlVISIOHS.J U.S.N,M'f ~HEBl c.cn",•I .... LO$AHGa.fS 1--_-..--.,..-.,.----:--.--'-.--.-:;'~A ~~-'::::Ll~"-., c~UIl'llC,fJIri _'-"'I>lNO ......a:~~ I '- I\\. Ii..NOTE:,h,!>drQ.....mj "h",11 b~}..,104d -4:>.- Iondsc.apln9 pu"po~e.s o<oly ,S'te 0'--;"'-, ~he.e.t.s for""""bc..,.,;",.,..,e.....+=r:'t+-r..,e-+-·~", '- ...-. D/?,06 Cf E!{ir;p+.Jl",-e.Nf -------.I .Ol?f~Cf ~P~C,b.P!5 fILl.----~~..... \\ I, t·......----..H--.-,--.......------'--~ l I r-··-'·-·--···--·-----~~· .J';'~. -----0 -_---- }('.---....--------....,....-....,....----~.,....<..,'-.~~TI\---.~.~-~..._.----~-:.';;;.,-........_~('--.-.-._'----------..,li_~'r-•._- "P"AY 3 ~~_~...----'-----==:~---~ PLAN FOR INVERT OVERLAY CONCRE'U NOT TO SCALE . r'·.-"...,._"-_.._.-,-.........-.'.- ;~"".'.. --,.~...,.......~----~--- .--''''''--_._--- II!( .1 r-i !