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HomeMy WebLinkAboutR_5577_S90409 C > • -•~+--~=/-1-_'_Ac'°D~A~Mc_S ----:_A V:_,E+a-:: -ORANGE COA.!'. T CITY OF COSTA MESA /: 0 l l EGE f--------,i;½ 1------< 0 RA NG E VICTORIA . Ill > <I <I .. "' '" 0 <I ... FAIRGRO ST 0 <I ::; ORD. VICINITY MAP l/4 0 1/4 1/2 3/4 1 GRAPHIC S.CAlE IN MILES. SYMBOL LEGEND -0-POWER POLE 0 MANHOLE '0' FIRE HYDRANT D METER BOX -0-VALVE E-POWER POLE ANCHOR ~~ .6,. MONUMENT -x-x-FENCE BLOCK WALL cc:;, TR EE /j'-,'r>2 SHRUBBERY /'-v .&.&.&.& ASPHALT PAVEMENT ~~ BRICKWALK 1. . . . I L.~-c::_-'-C::J CONCRETE t :J """'-"'-~""✓.::! BUILDING EXISTING CONSTRUCTION NEW CONSTRUCTION ---i-CENTERLINE ----s-SEWER LINE -----w-WATER LINE --G-GAS LINE -£-POWER LINE -TEL-TELEPHONE LINE -TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM :0: STREET LIGHT EMERGENCY TELEPHONE AGENCY NUMBERS NUMBER SOUTHERN CALIFORNIA GAS COMPANY 634-3185 SOUTHERN CALIFORNIA EDISON COMPANY 973-5414 PACIFIC TELEPHONE COMPANY 551-7736 CITY OF NEWPORT BEACH (PUBLIC UTILITIES) 644-3011 METROPOLiTAN WATER DISTRICT (213)250-6572 MESA CONSOLIDATE WATER DISTRICT COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT 631 -1291 720-2056 l-800·422-4I33 -- PROJEC SITE ..... __ NAME RICK BRANCH G LAUTENSCHLEGER BENNY YEE THOM COUGHRAN .. OJF CITY NEWPORT PUBLIC WORKS BJEACH IDJEPARTMENT lUJ~~VfE~~ij~V [Q)~~VfE [8)~ij[Q)c@E (Q)\f[E~ ~© ~ij~ A t~ It E ~ INCoNJUNCT!ON WITI-I TRACTN~IZ.309__ . . ------------------------------------------------------::::::--- -:::::---SAN DIEGO ------ ' • REEK -------- -----=-~------------------------ 0 <'.( 0 0:: UNIVERSITY DRIVE~ BRIDGE ~ BASIS OF BEARINGS. w w 0:: 0 (!l ~ <( THE BEARINGS SHOWN HE.REON ARE BASED UPON THE CALIFORNIA ZONE VI COORDINATE SYSTEM BENCH MARK'. O.C. S. 3FF-7-77 ALUMINUM CAP MSL ELEV. 23.590 (1976) IN THE SOUTHEAST PART OF. THE JUNCTION OF UNIVERSITY DR.AND CALIFORNIA RD., 43.0 FEET E. FROM THE CENTERLINE OFCALIF. RD. AND 97.4FEET SOUTH OF THE CENTERLINE OF UNIVERSITY DR., • AN ALUMINUM CAP ON THE TOP, NORTHWEST CORNER OF A 4.5 BY 7.5 FOOT CONCRETE CATCH BASIN BASIS OF STATIONING. THE CENTERLINE B.C. ELY OFCALIFORNIA AVE. IS TAKEN AS STA. 135+ 15.86 STATIONS DECREASE W'LY LOCATION MAP SCALE : !11= 200 1 >-f- " Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this Project, including safety of all persons and pro~rty; that this requirement shall apply continuously and not be lim- ital to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negligence of the Owner or the Engineer. ---------- ···b:==== l)R\\/E. • I I • I I I .• I I I I a:: :::, i= a:: <( (J <::( ~ UNDERGROUND STRUCTURES .AU UNOVIGllOUt.10 UTILlnEs OR STIIUCTUltl!:S REPOflTEO BY THE OWNl;:R OR OTHEltS AND THOSE S>tOWN ON THE RECORD8 O:A•UNED ARE INDICATED WITH THEIR A~ROXIMATE I.OCI\TION /\NI;> D:TENT, THE OWNER BY ACCEl'TING THHE PLANS C>R l'ROCliEDINQ WITH IMPROVEMENTS PURSUANT TI-IERETO AQ"E"ES TO ASSUME I.IABII.ITY AND TO HOl.1;> UNDlilt• Sl<.Nt:r;> ttARMU!:s5 FO" ANY ,;>AM4GES RUUI.TING F'RO"' THE EXLSTENC::E Or' UNDltR<JROUND UTILIT1E1'L OR f;TRUCTURl:S NOT REPOIITED TO TME UNOER!!ll<l;NEO: NOT INOICATU> ON THE l'USLIC RECORDS l':XAMINE,;>: I.OCATEO AT VARIANCE WITH THAT REPORTED 011 'IIHOWN OH RE(:ORO,, V::AMINEO, THI!; (:ONTRACTOII 19 REQUIRED TO TAKE DUE PIIE(:AUTIONARY MEA.SURES TO PROTECT THE UTII.ITIES OR STRUCTURES SHOWN ANO ANY OTHER UTILITIES OR llTRUCTURDII FOUND AT TH1ii SITE. IT SHALi. IIE THE CONTRACTOll'B REBPONBIBJLITY TO NOTll'Y THE OWNEl'!S OF THE UT11.ITIE!lil OR STRUCTURES <;:ONC::i.RNED lli.F'ORE STARTING . WORK SHEET NO. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1/2 0 ------------------------- ------- INDEX TO PLANS DESCRIPTION TITLE SHEET GENERAL PLAN FOUNDATION PLAN EARTHWORK PAYLIMITS 8< DETAILS ABUTMENT NO. I DETAILS ABUTMENT N0.3 DETAILS PIER NO. 2 DETAILS SUPER STRUCTURE GIRDER LAYOUT SUPER STRUCTURE TYPICAL SECTION DECK ELEVATIONS 8< CAMBER DIAGRAMS ROLLER BEARING, RESTRAINER a JOINT DETO.ILS MISCELLANEOUS BOX GIRDER DETAILS MANHOLE DETAILS TYPE 25 BARRIER DETAILS MODIFIED TYPE 26 BARRIER DETAIL£: TYPE II RAIL DETAILS BRIDGE LIGHTING DETAILS PILE DETAILS LOG OF TEST BORINGS M.W.D/M.C.W.D ACCESS ROAD ACCESS ROAD-X-SECTIONS CITY OF NEWPORT BEACH 2 APP~VED / / G/4Z(t((L£L CITY ENGINEER Jr.l!,-te. 5 /f/t,{ DATE City a£ Newport Beach Approval ia £or Concept and Adherence vith City Standards & Requirements. City is not Responsible £or Design Assump- tions or Accuracy. SOILS ENGINEER LEIGHTON a ASSOCIATES INC. 1151 DURYEA AVE. IRVINE CA. 92714 i 3 Inches on orlglnal draf,llng REVIEWED BY: R.C.E. DATE STAT£ OF C.ALIFORN IA DEPARTMENT OF TRANS- PORTATION. PERMIT NO. 785··7RW-0750 SHT. 1 OF21 J.N.23I43 i 'I ' i • I ! .. Ct!RVE (}) 0 HORIZONTAL. Cl/RV£ OATA RAO/US LENG/IT eo20.oo' 1,243.07 1998.t>S' Melo/ Beam Guardrail L1 R.P. N 541,538.188 E !510,G08888 NS41,600957 £1,510,GZG.571 ( f by olhers. See Road Plans ff 30 /0 (J • f '4" J Eus P. R.C.P. d;Abul 1/'1 IG '-0'" -! Conslruclion access prohib!led across '.rw.W.O. { Mesa Consa l1dafed lines. I ;;_;,Type 11 Rail / , _ ee Sheel Na IG) I I'\ o.L__-----------~ I \ ;#•Measured Along Survey Line. '(_ '.,/ 3G,, N.f/10. lnv.4.901 Conslrucfion access prohibited ocros5 ,1111/f? p Mesa Conso- l!'dofed line:;. p L A N Scale: J'",f.'O' 42/CML. Inv. 49;1: 2f Pier;f2 I 243~8 3,/~ 243.70',IE- For access rood profile on de/01/s see sheef tlf'O ,jcJ?K,czy j • of er '- ---- I ( I 1 ·) I I \ 27'Re/ocaled .iRWOsewer beyond See Shecf Alo. !?O. I I I ·r- • TypeI!Z Pole ~ee Sheel No.17) ~ H.WL. 19./ UPSTREAM ELEVATION \ I I } C ~ 00 0 # 0'' )(.. l'ys. 9-, '~o 0 • /. e ~ , • ·Remove 1n errer1nq poraons of" abandoned 27'.fR/1/0 lines. Removal I ngfh = le~o• Melo! Beam Guardrail by olhers. See Road Plans. ------~ /l E.C slo. 115157.02 Southern Colil'ornio cdison line overhead. See Sheef Alo. 3 20.3 SPECIFICATION$ Oesiqn---AASIITO Oesign Speci/"icalians /"or lliqhwo{I 8ridqe doled /983 wilh subsequenf revision and addifians /'rom /he 5lafe or Ca//Farnia .Oeporfmenf of" Tronsporfoflon 8r1dge .Oesign ,4/ds Manual, and 8r1d9e Oesign Oe/01I tlfanua/ Conslruc/ion-5lafe of" Colif"arnio LJeporlmenl at Tronsporlollon 5fondord Specif"icoflons doled ./u,y 1984 and /he Special Provisions. OeadLaad-fncludes 35 p.s.f". ·,cor rulure Wearing Sur,ace. Lirc: Load--115-t'0-44 ond ,4//ernole and Perm/I Oesiqn Loads. Seismic Load-Causolire Faull: .Newporl-Inglc:uJood, MaKimum Credible: M7, Oislanc_e lo Faull: 511/1/e, Oepl/7 lo Rock-Like- Mafer1ol: IO'lo 80,' Peack Rock Jl"=O.Gg, !We/hod Uscd:Response Speclrum Max #ode Shape No. :15 Pile Loading-70 Ton i?Jpe: Closs 70(Alinimum Oriving Enerqy: 28,000 Fl: ·Lbs.) Reinforcemenf-Embedmenf is clear lo lhe: oul-sidc: oF lhe bar and is 2" lo Main Reinforcemenf excepf as shown. Bock For haof.s is four bar diamelers excepl as shown. If/here reinf"orcemenf bars are spliced: Bors tta and smaller lop 45 bar diomeler of' !he smaller bar .Joined, excepl as shown. Concrele--C/ass 7!'Y5G4Lbs.min. • G socks) Type .f P(MS) Modiht!!d or fype ff Modif"ied. 8rid9e deck slob shall canlainG58Lbs.- min. =(7 socks) Plies shall con fain 752 Lbs. min. -(B socks) Uni/ Sfress-P1ers, 4bulmenl.s, Winqwalls, rool/nqs. Oeck: Fe= 4,000 p.s.i@ 28 da11s. rt/-·G0,000 p.s.i. Plies :f'c,t;,OOOp.s.i. concrele, F.!f=f'70,000ps.i. Slronds, l'!f=G0,000 p.s.i. bars. . PRESTR£SS/N6 NOTES f:J= 13,413 Kips Tola! al-Jacking £nd(s) As= r://0.75 f's. PJ shown is For each independenl slrucfure. Tola/ No. oF Girders = 7 per each independenl sfruclure. Cancre-le: /"c =4,000 ps.t'.@ 28 dO!fS Fci =4000 psi. @ lime or sfressinq. /-Oesign is based on U=0.25 and K=0.0002. I)" speciFied al jacking end(s) includes f"riclion losses and provision For 32,000 ps.i. loss in slress. 2-Tc:ndons fa be jocked fa 075 Fs. and anchored al-an equivalenf anchor sel~-§&: 3-Confracl-or lo su/;n71/ elongalion and _/acJing calculalions bosed an inil-ial sfress al-[gj=.858 limes jackingslress. 4-One end slressing shall be perf"ormed From I 4bulmenl Al-" .3 EST/MATEO {t)t/ANTIT/£"S - {F) {F) Sfruc!ural Concrefe (Bridge) ------------2.,547 C. Y Reinforcing Slee/ (Bridge} 478,500Lbs. Furnish Concrele Prling 280 L.F. Or/ve Concrele Piling I 32 £a. Bridge, Railing 553 L.F. Sfrucfure Excavalion(Br1d9e) I, 215 C.Y. Sfrucl1.1re 8acl</'i/l (t3r1d9e) 73(;; CY. Gravel Blonkel(Br!dge) 188 Tons T;;pe 25 Cancrefe Barrie 553 L.r. Join/ Seal Assembly 240 L.F Uisce!loneous Melo/ (Sfrucfurol) 10,5/ I Lbs. Miscellaneous Mela/ (Reslrainers 3 I 7 Lbs. ~ • -Rap l,4GO CY. L glh )Facing Slone 725 C.Y. iliolf Concrefe. 90 Ton. rifler robric l,G30 s. Y. Miscellaneous Melo/ f;,-M./1. f Cavers 2,750 Lbs. I fems marked{}="} ore Final po!/ ilems. 30 x 30" U//lify Opening Reserved or 101-ure Soufhern Ca, Gas Co. 5G '. 9" 58'.9 44'-o" Surve • Line F, • ?raF1/e Grode § -I. 7% D I " 8J& \ 4700ps.,: 4300p.s.i. 2 .% \J, :_4x3t;,"Ufili/-!f Opening 4900 .s.i. ',, ., --r<escrped /"or Soulhern Co. Edison I I ' 1'-3" '.ff 1 '.4/i 4-s o@ 9:0".3G·-o· r;:4yzi 0 2'.9" :o· 0 'r;'-4/F 4.s .@ 9:o'".3G:O" r;'..fh', • ll _ _!!!If!!:.:.·-_________ 11 __________ Jl1_1 _______________ , ______ L --- ---r~L-==---=---=-~-_-_-=: ____________________ J_, ,4ppGrox.E-dxisfd/ r_L __________ ~ _____ _:_-:_ ____ J_, 1 1 roun an 1 1 LF-1--------------------- ------------Fl.J rii,ished Grade '-f-"----------------------------------f-'i.J 1 I I I I I I I : i {WEST/3OUNO) I: 1: (EASTBOVNP) 1 I L.d Ld l .. -J {_ l~i (x,xxx ) 28 Doy Concrefe Breaks round Ourinq Consfrucfion 'DS. GJ?gbert CJJei11,,'William'PllJst ® c:Jlssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS ~ P.O. BOX 2'590 • 14~1 QUAIL STREET, NEWPORT BEACH. CALIFORNIA 92563 iYPICAL CROSS SECTION RECORD DRAWING APPROVED ~ !?£CORO PRAWtng AOOITIONS J.B. 1 e.c.· sh. Correcl-hn 6.f'. DAT rulure ·l6'p ,¼"!'Voll sf eel pipe casing {block pipe) 40'lenglhs, bult weld wifh qrinnel pipe roll slonds.8y ofhers. ~~I/E2~:=i:o======E=====':32 3 Inches on orlglnol dro\"ilng UNIV£RSITY ORI//£ BRIOGc OVER BONITA CREEK GENERAL PLAN --· ~ (714) 833-0070 DATE BY DESCRIPTION CITY OF tJE\"JPORT BEACH REVISIONS PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 I '-'' 1 ., ,;'/ I i / ) \ ' '- I ( ) I I • ! I ' 0,, .. I Sfj /Ot /0C,.90 Sur ey L/ine 8.C. Sfo.103 I 3195 I I I I I I • I I J r / /; I 11 ( /3 ' I 1/ I di' -o· l,J";I I I ,✓ q.,J '<°o I 0 13.8 \ I .~ -~ I ~ I • ~ :;,: 18·6 '14°0 • .~ -~ oa -~ " ~ ~ f 1\i" 3 0'' "4~ •a '•o 0 \~~ Exisl. Selflemenl Plole. Prolecf /n place. Vj . ~ Remo.d, inlerf'erinq porlions , orail,ndoned !?7"IRWO lines. " ,;y Re oval length O 12:0" (~ NOTE: \ For 'orrz:anfo Curve Oala (See Sheef o. 2) 18.7 .Edison ovet?. ed (See beloU!I) 2.0.3 £ST/MATEO PILE OATA BR/OGE AVERAGE AVERAGE-;(-EST/MATEO LOCATION CUT-OFF EL 1i TIP ELEV. LcNCiTH ABUTMEl:,IT11i 14.27 -49.0 ~5.0 EAST Pl£R 112 7.25 -49.0 G0.O B0UNlJ A/3UTMENT#3 12.95 -49.0 G5.0 ABUTMENT,ti 14.08 -49.0 r,,5.0 WEST PIEi? 112 7.25 -490 GO.O BOUND ABUTMENT'3 12.47 -49.0 r,,5.o This inf'ormofion is provided f'or fhe Conlracfor's Aid in es/Jinafinq the work, and /"or fhe C01?1par1son o/' bids. The pile lip qiven is o 9eolechnical esfimafe. Piles shall be driven lo bearing as required b!,' fhe Geofhecnica/ En9ineer based on p1i'e load /esls and lesl p1/es. BR/lJ6E EAST BOUND WeST BOt/NP AS Bt/lL T PILE OR/VING OATA LOCATION AVERAGE AVERAGE AVERAGE CUT-OFF EL. TIP EL. STROKt: llt:IGHT ABVTMENT#f 14.27 -31.97 4.0 F/; PIER#z 725 -3/.44 ,, ABUTMENT# .!J /2.95' -31.0G " ABUTMENT#/ 14.08 -32.2G • " ?!ER #z 7.25 -33.96 " ABUTMENT#3 12.47 -39.C,5 " Pile Orivinq Make ond Model -DELMAG 030/32 Driving Acfion-------Diesel flommer * Averoqe colcu/o/ed over fhe /oslone foo!of"drivinq. A//ERAGc 8LOI//S AVERAGEBRG. PER FOOT * //ALtlE {70NS) 14G 199 124 230 /09 201 !08 208 128 22G 98 19/ Rafed Energy------3~000 !'I/Lbs. lo C,~000 rl/Lbs. NOTE: Ram Weigh/ !2_,000 Lbs. Mox 5/roke --------5. 4 If 2£ Bearin9 //olu~ ,Formula----P = SfO./ For use of' Projecl Engineer upon complefion o/' consfruclion. FOUNOATION PLAN Exisf/nq GG KIi. Soufhern Co. Edison lo be de-enerqiz:ed dvrinq pile dri;;'n~ -p 4:o;r 5-S.noces ~ G-P1/es r.>. 11 :..o '-5s:o' 4:0 ¼' f? of" P1i'e s 1 ~I • ,-1-.1_ .-h i ,.-k +. ~ .+ I ---' '~ . • ") 'r 't' 'r' I ', 'j' ' <o . .. '\:l ,'Jl ' ' \ / J. -l' \:l <o J, .l ~-A-J ,j.. (p, .j.. + .I. ") ½I .. ' 1\' 1p ! l \i_.• . ·9, "l ~l/ ·,r,, ''11 \(, 'ti 'ji \11 q; Abul. Brqs. -~I ;:aJJ' 1/-Sroces -12-Piles@ 5:5':59~7' l8¼' C,3'-0 ½' (EASTBOUNO} N. T. S. '~-+---c'l-\-------!~+l-----'-'+------+-------W--1-------=----''----. .., r ~~~---\---~------'--------'--------'------"--~-------'----+--- " ~ --~-+---t.1.-+---++'i----,-+---+-J--~4-<'f) 'V + + y .• t' ,J.. '1 .j.. $ 'f y, .·/ I ,I I ,, /I-Spaces~ /2-P11es@ 5-3 ,s?-9 (WESTBOUNO) N. T.5. ABUTMENT NR J . • ,+-. .+ _.1_ .+ .. <;':, i" -t ") 'j' i' ' ' ,I.. '-1-: ,l-1 .. <;-:, ,-1- <ti 'j' i 't 'r I !.c;," -~ I f of' P/es r---. q; or Pier .j.._ .l ,I.. ,f-,-1-. ,.I. ,h -r i' 't' 't' 'r' 'J-'r ,-!-, ,l-+1 .:::-hi c+-, ,.k /1 'r 'r 't '-f-'I 't 'r '-t l4-Spoces-l5-P1/es e 3:;o',53~a" SG '--B' {EA5Tef WESTBOUNO) N.TS. 4-5 'Ya" • _..,, ' ,+ ..I.. _.l _.;.. 'r 't' ( • -+' <;':, ,k ,h1 ~-,L ") T t i ' .. I ~ l'C," • I ,+, ,<;':, "1 't- ' • ~-'lo ,1--. '' ") 'a1 'r /'/0 %' I 4:4fz" NOTES: • ,<:;, .+, I-All p/les /'or fhis confrocl shall be 70 Ions piles. See sheef /8. Pre-drill all pl/es a/ ,4bufmenf # I, fa/seworK piles, and Pier llz fa elevation -7 lo mili9ale vibralioh af'f'ecls on MWO and MCWO waler lines. Verficol Piles Ballered Plies /:0 in direction or arrowhead -· • \'() "1 . ' . • _)_ ~ .. "fl ") \If ,:;of/ I .• 2TD)_ CJ?,gbetl l;1Jei11,,'William'Prbst ® r§i.ssociates @~ PROFESSIONAL ENVIRONMENTAL ENGINEERS. & PLANNERS ~ P.O. BOX 2!590 • 1401 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 92863 LS. ( 714) 833-0070 't' h-. '11 f~t FD. DATE BY ,+, 't ..f, \r,' +, ·r . l, '.(1 c;o' 7fe" I -,,,/,,, 5-5;-,aces -G-P11/es@ /0-4 ,5/-8 ~ (/y .+, / ,I--,./.. 'f / ,· 'r . 1 ~-/ ,I, -1-. ,f-,+, 'ii \!;1/ v '11 '¥ 'I' 11-✓noce s-12-Ptles @ 5'. 2" •5G '.;o" ✓ i:;o ·_ 7 %" /EASTBOUNO) 58' 9" - 5-5;-,,-,ces -G-P!i'es @ 10:0"-50 'o ·' .-1-.. .+- -r· i Jj 1P, l~ J, ).. \y, '-t ~ \-; I/-Spoces-12-PJ/es@ 5~",55'.o" (W£STBOUNO} ABUTMENT Ne3 ,.l --r J-, \Jf APPROVED A 13.C s/a.O,rrecl,on GF. DAT DESCRIPTION APP'D. DE IGN D . REVISIONS 4'.5j{/ ,~ 't . ,I-. ,I.. ,,.. !' 'I-' 't1 I 4,4tz' ,.1-- ·r ,h -.l +- 'l1 'ti 'j1 I DRAWN .So/o'a- DATE;?_ -//., i5 l'IO I l'/0 Slip coal oil pt/es al llbvlmenf#3 {on/q} See sheef 18. -· 1/2 0 3 Inches on orlgl nol dra\-Jlng \ UNIJ/£RSIT_Y O.R/J/E 8/<IOGE 0V£R BONITA CRE£"K FOUNDATION PLAN CITY OF tJE\'JPORT BEACH 2 PUBLIC WORKS DEPARTMENT SHEET .!J OF2/ i I . • 0.G . 3' F.S. -.. ... GRAVEL BLANKET EXCAVATION BACKFILL ABUTMENTS 0 EXCAVATION BACKFILL O.G. WINGWALLS O.G. -... ; :-:~··. •. ~ : . ~: I I I. GRAVEL BLANKET -1•,-4'1 EXCAVATION BACKFILL PIERS STRUCTURE E}{CAVATION BACl<FILL DETAILS NO SCALE O.G. F.S . ll!l!lllillllil 11111111111/li/ Wl/!VA "" "" "" "" "" "" "" "" "" "" LEGEND ORIGINAL GROUND FINISHED Sl.fRFACE UNCLASSIFIED FILL STRUCTURE BACKFILL UNCLASSiFIED EXCAVATION STRUCTURE EXCAVATION GRAVEL BLANKET (SEE SPECIAL PROVISIONS) - - .. -......._ 2 MiroFi 140 5 '+ " I - -......._ . . . . 1:5. Elev 10.00 AIBUTMIENT NO. • 1 ABUTMIENT NO. 3 APPROX. O.G.l 2 c::J1 2 • RIP-RAP EXCAVATION N.T.S. N.T.S. . • STONE WEIGHT 1350 --540 400 -270 200 -84 PERCENT LIGHTER BY WEIGHT 100 50 15 RIP-RAP GRADATION 3 '-o" PIER NO. 2 SCALE= 1" 40° N.T.S. .• APPROVED FINISHED GRADE Jr .... ~1 r-<......~ 1 '·- ~ "" ' 1 I "J' 2 " " ~ A./-1 2 RIP-RAP BACKFILL N.T.S. . . 1/2 0 3 Inches on original dro\"Jlng 2 UN/I/ER$IT Y 01?/I/£ 81?/06£ _ GJ?gbet1GJJei11,'William'PrfJstQil.c§J.ssocia.tes 1----1---1-----------+-----1 01/£1? BONlrA CREEi< ~ ~ PR°OFESSIONAL ENVIRONMENTAL ENGINEERS • PLANNERS DAT~-------t EARTIIWORI< PAYI..IMIT.S ,! OETA/l.S ~ p O BOX 2!190 • 1401 QUAIL STRE:ET NEWPORT BEACH. CALIFORNIA 92663 F .lJ, '7'41 83',00TO DATE BY DESCRIPTION APP'D. CITY OF ~JE\'JPORT BEACH REVISIONS PUBLIC WORKS DEPARTMENT SHEET 4 OF2/ ! i I \ j:. J Z-# G (each /'act;} Tola! 4 I I ELEVATIONS OF TOP OF CONCRETE AT BEARING SEATS IE!. 2035 I -Oenofes e/evafion or S/Jding Plofe. . •. Alft=rnolive ror Supersfrucfure Beor1n9 (El./9.99 )--Oenofes e!evolion of' Roller Alfernolive for Superslrucfure 8earinq. . I ' .. 4p PVC Oroin Pipe @ 9!o"c.c.(Tof. 5) \ \ .) I I 9'-7 ¾" {EASTBOllNO) Verlicol Resfrainer(Tof 4) See sheef #JI /'or dela1!s. \ / \ \ I\ S!o.l041G3.20 ,l p -L /J N El. 2558 IE/20.24 I El 13.88 1t12037 I E/20.0/ IEL20.50I 0.20.14 IEl20.G4 I £1.20.28 IE!.20.7~ E/20.4I l£1.20.8s 1 El.20.4:? E/2C,.45 IE/20.IG El. !9.80 I ' I ' i.----:----...l I ' I " : r :~r----~1 J \ \ -, I \ \ I \ I I I I £/.13.58 I~ / l!:see Sheel#a.12) 30':r 3o''ufilily opening reserved for fhe Cif{I of ;Ve1.Uporf t}each lines. 0 \ I I 0 \_ 30x30"ufi!t/(I opening reserved f'or f'ufure Soufhern Co. Gas Co.fi'ee S/,eef No. 12.) Groove u,1dlh lo be ordered by lhe Enqineer 0 £/. 14.45 El. 14.31 £LE VA TION . /2" of Bearings # 5 @ / 2" ")1--,-------., 3 :o" I c 3' 1 ABUTMENT Ix 9"£/osfomenc beorin9 pod bonded lo end diaphragm. Pad lo be f'u/1 lengl/2 of end diophrogm inlenglhs \::\ convenienl lo ·' confrocfor. ~ .• s« Joh,/ 'E,k,H ' I ,➔: ~-,,,., Sh,:;ef Al" 11 ~ Concref,:; in recess fo be ~-1r.=::=f::::.~ I ' loced arler res r.,..:cec=S:::cSlec'n"'-'"-'irecd.eseocrs"".~ L ,2" r .. .'-i-, ,. • •• ,0 I;:--IT • ':/ . 8-48ars-;-~;;s~.:-=tll::-: ~ F'erv1ous . !Jacl:fi!/ Afal ,. , , " "r::.U 6''· .'::0 .. ~P'. c'. I I 7 j t-----,-#4@4"Gril!age a/each 91rder or similar dependi q on p/s mefhod. See Shi: N" 9 \'.I . ' 4) -i----t----~JJ Reqcl. Con sf JI. ~4 ;f Orain Pipe / See e/e v. hr /002/ion /~~'-!: l·c.£ pervious bockf'tl/ maf '/. in burlap sack secvrely fie al each drain ' ' .. . ' " . ,, d. '/ •;:~ 0. Q .. , . , . , • •, G ,-.-e-t--~~-+-~-+HP--G-tr 7 !Jars {Conf) \, . ' . <'r) [ ~L--r--7 _l_~-----;---,--'-----+----------'--+----i---· -"sci'-~ t; • sq. oluminum • or qolv. s/et;/_/ wire 4 mesh hardware clofh. (Min. wire diam 0.03"} Anchor f'irmly lo backloce. ABUTM£NT TYP. SECTION Seo le: f2 "~ l'-O" 5/ope /~ V VIEW C-C 5cale: Fz",1:0" Ill ' ,, ' " Nole. I i 8~1 . View al olher side of obul. is similar bu! oppos!/e hand. Nole: ror Seel/on 'A-.4" ~ "'B-B" ·v· Bar lfS@9"Yerlicoll{I (TypJAII corners See sheef no. c;_ • See ,sheef G 4"/ PVC Drain Pipe @ 9:.o'c.c.(Tol: G} Verhcol Reslrainer(Tof 4) See sheel #;J tJeom seof /'or Sl1d111g P!ole Alfernalive r Beam seof /'or Roller Alfernolive. I ' fl ? fl _p- --~--~,------7------~--------------------.:::=:====~ \ \ \ \ 11 11 I I I\ \ fi<,1£S TeJOUND) ., ' I \ I I I\ El. 2C..31 1 lcl'.20. 151 {._E1.20.3g) IE/20.481 £!. 2012 • IE!. 20.3/ I E/.19.95 I .--· --.., . ' 0 Full penefralion wt;/d sluds lo If (Typ.) \ 0 0 3'-ox !P'x 1•..c,-t: \ Curve lo /!G'Rodius .. 13"Chamfer ~ Roller -+---+-tj Brgs GJ?9bet1 t;Jki11,,CWilliam'Prost ® c'Jli.ssociates ~ PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS C=;::;:3 • P.O. BOX 2!590 • 1401 QUAIL STREET. NEWPORT BEACH, CALIFORNIA 92663 (714) 833-0070 DATE 0 BY IE!.2o./3 £/19.77 0 I El. /9.96 I El 19.8G [//9.~0. ' 0 ' ' I \ \ I (See Shee/ #o./2) 24''.,r 3G' Ufilify opening reserved f'or Sovlhern Co/irornio £di.son. £Roller \ '\ I ' \ I ,, If Bearings \ £125:29 E/13.29 l....___ _____ ______, SECTION E-£ .• APPROVED 112 o. 2 3 Inches on orlglnol dra\'Jlng UNIVERSITY ORI/IE BR/OGE Of/ER BONITA CREEK ABUTMENT # 1 DETAILS DESCRIPTION APP'D. DRAWN -5aVa-CITY OF t~E\!'JPORT BEACH REVISIONS PUBLIC WORKS DEPARTMENT SHEET 5 OF 21 I ' El. //.C,9 . . 2-lc;(eoch face) Tola! 4 ELEVATIONS OF TOP OF CONCRETE .4 T BEARING SEATS IE! 18.53 I-Oenoles e/evolion of" Sliding Plole Alfernolive /"or Superslrucfure Bearing (El/8.17 )-Oenoles elevofion /"or Roller Alfernolivc For Su?ersfrucfure Bearing . 4;/ P.Y.C. Oro in Pipe e! 9:.0" Toi. G (T!Jp) ' 7 ,, 9-3 :B Ver/lea/ Resfrainer(Tof. 4) See sheef il1; forde/01/s (WESTBOUNO) P L A N 2s1r:; ~"':""'e§,""""c~=.....;,...,. Scale: 3/fG'=l"O" E,~1/.-f.'.- 3 .G.::. 9 ::......~IC:=I. !.=~=-?=G~\D,,lt:=l.=/8=.3=!>=---1-\ ___ :,,\E:--1-.18._._5_/ _i __ __:~\E,-!.!._'8_.~_7_1 ___ ....!IE"'l-.!8 ___ 3_3_1 ___ -"It:\! /_8_.9_9_1_____;15\!.-19-.0-9--c\ ==-=-~El. 24 74 £1.17.90 £/17.99 El/8.15 E/1831 E/18.47 El.l8C,3 E/./8.73 ' ' •--•-:... _....J. El. '25.19 ·\ \ [J-,..·~--',-+'--,'I \ ', i! I ,, b~~d~~=:=!+--__:__ __ ~"'1 -+-----~1,------Jh:i-------tv--------'~,""--~'-=--:] 1, 1 \\ I L~:::i--_lli$=4--~--_jj'ii--¥··3·,~----':\~,,c_l,:C-~-·p-·:ii.7----~~¥L-----P=t="--_J-'9='-\, ,\: I I '-..!~ O O \1 \ I O I O ' O \\I { I • I \ i \: ~:~Ll-------~ _______ :_ ____________________________ ''-t-:_t~1 1274 cl.13.13 (See Sheef No. 12) 24".r 31P' Li/Jlily opening reserved lor Soulhern Colif"ornio Edison. ELEVATION ABUTMENT 3 ' " /G-0 9-#4 LJ@ /8" ,~ of" Brgs. , -,z.#5 Roil Dowels #5 x4 ~o" Verlical Reslrainer(Tof.4) See sheef #;; \ 4;/iPIIC Oroin Pipe. , \ 9co"cc. Toi. G Beam Seo! For S/Jdinq Plofe ,4//ernofivc. Sfo./07IOC..90 :p G.'3. \ 1 1 "V"f3ors #5 @ 9" I Elev. 25\_/G Beam Seo For Roller Alferno ive.. 1• /,'' he ) \ Ver11ca r!J, ry'P- \ \ IE!. l.9.58] fj/9.22 /'"4 {/H (p -/8 I £1.19.50] E//9.14 IE!l9.3C,] E/I9.00 e,o·-1%" (EASTBOl/NO) IE!./9.22] E!/88G ,4// corners 30';:3o'ufi/ify opening reserved for l'ufvre Soufhern Ch. Gos Co. lc119.oa 1 E/.18.72 2-#c; (each face)J ltl 13.94J/iif1e.a(] E/./8.58 El.18.50 I /4,, Sheel No.JR) 30x 30' t./lilify opening reserved For !he Cif!I of !Vewpor/ 8evch lines- lG IO" - 1 'or !3rqs. 9_#4 LJ@ 18' , 11-,;-4 n@ /8'' _:3.#5 I I ,~A ~2-#11 ~ ;::·'1 <:::i r e !5'(5ee Sheelo/4) Roil Oowels #5@15" (See Sheel #14) Type25"A # 4 .-, @ 18" L-f-----lk 3-# 5 4 4-/I {each fi. oc--;;-\ ' \ -?-#// ,~8 ~ -- I ' "'I I I 1 ~ I I ' ~ ":::::: I "" I : ~- ' 7 ·, "' "' <:::i ~ L __ I:: I --\:.~\ -.. - ' ~ I °' 2-!14 I ~ I ~ ~A~ : "' ,\_ ' ~ <.;::. " --------- I'--' Qj' ' IJ' , !:$) " Cl\ ~ ~ ~ (,.I ~ ~ ~ ] {:' Yi ·;;; • ' ~ ' :::: c:; \'I \.c, ~ TYP. EXTERIOR WINGWALI. SECTION 'A-A" Scale.: fe =/00' . Scale: ft"=J~o· !0r vv• Bors See above. ....-,,---2-#;; I~ I , 9" °' % "' ¾ !\J " SECTION iS-13" Scale: y,·, 1·-0- \J' • " , ~ 0, ~ ~ @J ~ ~ ® "-~ ~ ' ~~ ·, ~ "' ' ~ \:I ~ '-.:, '-:'.. ---- ' I ' I ;.,_ I i _✓,;'/ ' I /'. ,;;,-' ' I ~ ' ! -1,' . ---> ,y 2-# 4 ,::?' I~ 1/"';7 1~8 / / TYP INTERIOR WINGWALL 5co/e:)/--Jco• ' <:::i -' "1 'J " "' , s, \\J APPROVED ~be.tl ~if/,,'William'Prbst ® dflissocmtes ~ PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS El. 24.27 El 12.27 .NO ___ _ G::;:;(/ P.O. BOX 2?190 • 1401 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 92663 DAT~-~------t (714) 833-0070 DATE BY DESCRIPTION APP'D. DRAWN ~ ,5 REVISIONS ------------·-- .. 1/2· 0 2 3 Inches on orlglnol dro1:1ing t/Nl//£/<SITY OR/VE 81?106£ • OV£R BONITA CREEK ABUTMENT ti .3 OETAIL.S CITY OF tJE\'l/PORT BEACH PUBLIC WORKS DEPARTMENT SHEET 6 oFf:/ : I I i ) £1. 7.00 ' ~ -' \:, (See Sheef !\lo. 12) 'Z4x 3G" Ufi!tly openinq reserved /'or Sovl-hern Co/iFornio cdiso~ c1.24.48 /\ L_ -_\ \ \ \ " '- ~ # • 2-IP(e.f) 0 ,~ 'lt./q/4 ' I I/ . ~✓~ E!/9.5!.; ""'v"" ""7 8 B • ,~ 2-#9 ~ 3!4lf (Each End) 3'.;0%" ' _'Jl A, ,~, ..__ ' 'i; ,1./ ,'!) '-f I -' \ -~ ,t~ I ,.., ', ..__ ' "' ' j '-1' -' ..__ I 'c," - -- I : ./ i i J '~ ,-+, ,-+, -\ _J_/ '.JI ' I I rr, / I's 7' 't ·' {WESTBOUND) ~A ~5-#4@ 12'(<,I) --""" ~ -~ i i ! ! ' i I : I I I i ! ' ' i I i I I I ~) l~ ) ~ ·-.J l ~-✓-'~~ ~ --- -/0-"4@ 12"(e.[) I /,_,; # ,e· 4C,5-4 " @ 12'' (Sofh Ways) ' ,. G-6 1 ' 95-#9 ~~ ~ :J'.i'@., ,, ,,,.{.) u, :47-0 e.f'. -C,-,,.7 (Tp 8.) /13-II 5 □ e e,", se,:o" ~A ,~--, 1-k ,-+--. ,~,. A,, r~', ,+-, ,➔, -l ,-!, --'--/ - '..!✓ \_J_/ '+' '..J./ \ L' ,.J., ',l.,' '"' '-U ' I I ' I I I ' -- I I I I I ' I I I I 'T, r" ;7' / I '\ , ,, /I\ I I' /" ' " ,, ' -'i; 't) \i,/ -ii) \ J 't" 'i' '7' '1 '1 'I.., ,, , /5-Piles @ ,3'-10 ", 53'-a - (Each Row) 5e,'-8" TYPICAL PILE· CAP ' I ,, I,, -3/z \ p L El. 2556 -· \ I ~ -/ / / I / I -/ / El. 20.45 ' I-#911£✓• __; (Each End) ' ~ ~ @) :=:) cS ~ (; ' ~ ~ ~ 3:;0'%, ~ ~ I Jt (ly, ~ 0 '-., ~G-#8 'P)Al/carn Sia. /05/84.99 .4:9,Y/'/ 5'.5f'e" A N -. El?.5:79 I - I ~ -\ \ I i \ \ ' I I \ \ I I I El ?O. 72 ' ',1-_J l~ - ' " 1-"'9 '!i:]r,10' (TIJP-Each End) ~ ' ~ :; ~ :::, cS ~t ' ¢1 ~\.::, 4'-0" r ... r;:.,::,"1 ' I ers SECTION TJIRU f OF PIER • ft 4 ';:!LJ ,-h \t,/ \ J ,:6 •,✓ ' ~--~- ~~9L -~ ' I I I I I : I J l -~ I 95 ,, Le C"{d) \ .59c/01/8 ,, {£ASTBOUNO} ~ -I I I ' i I i I _J l~ "'b 95-# 3 !::: 2'10"@ G "= 47~0" (e.l:) 113-#5 □ @ G"= 5G'-o" \_f/4 J Ties@ /2" {f3ofh J11oys)Allernol-e x z ~ :I opening reserved For &fvre Sov/l,ern Ca. Gos Ca. - )( I I :,o n1ng (See Sheef !Vo. 12) 30' 3o"u/,'l,l1Jo e reserved f'or /he Cil-g of Alewporl Beach Lines. (( 2~ tre.rJ 3-1:s _5_#4@ J?"{e.f.) / X El.24.92 \ L _/ \ --: I \ -/[ I \. I I , I , I : /I \ I V I I I'-I I I \ // I/")' I I " ) l~ , , ' / \ I _J ~ / E/20.02 --------------~-- ' 2-;,3tbo" (T!Jp Each End) -10-114 @ 12 '(e.f.} d'-0" I El. 7.00 I i1'0' 5£C TION B-13 • I • 1/2 0 2 Scale: ¥,'~1:.0" ~betl CJJei'r,,,CWilliam'Prost i®, c51lssociates ~ PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS • ~ F'.O. BOX 2~90 • 1401 QUAIL STREET, NEWPORT BEACH, CAL1FORN°IA 92663 ,[J. (714) 833-0070 DATE BY DESCRIPTION REVISIONS APPROVED APP'O. 3 Inches on original dra\'Jlng UNIVERSITY ORI//£ Bl?/06£ OVeR Pl£R BONITA CREEK #2 0£·TA/l..S CITY OF NE\~JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 7 OF2/ I ! ·' -· . 5>/ 5!1 <Sif c-,,4 I I 0 ? 0 0 ' ? ? Q I 0£TAIL -,,. A" S ;3" . 5/.3·S/3 5/3 ' 0 0 I 0 0 ' 0£TAIL "B" ·o' .3- ---- ---------------- Infermediole Oiophrogn, =~ or' Span Io" ("p/ - BOTTOM SLAB REINFORCE.MENT Poinl of inr'leclion---_ g. P/er 7 , /41 (-Poinlofinf"/eclion in coble pofh \ (.,/-/ J in coble polh LONG/TUO/N,4L SECTION • llloriz. 3/-,'i=l'-O" Scales: Verl 7"=3'-o" £nlern,ediole LJlophrogn, ={?of" Span ------ ------ 2/D) ':l?gbetl CJJei11,,'William<p'IfJst ® c':Jlssociates ~i..Jd'j. PROFESSIONAL ENVIRONMENTAL ENGINEERS• & PLANNERS ~ P.O. BOX 2!590 • 1401 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 92563 .[S. ( 71 4) 833-0070 DATE BY DESCRIPTION REVISIONS = S /8 ,, ' ? I 0 I 0 I 0 I I 0£T/IIL 1--------.I .//r--,---+-1 -------,? lf'z'C!r: lt4 Ties @, 12 Bolh ways Alfernole. I ' ~ "------- ' I= , - TYPICAL PIER SECTION Scale: jz" 0 /'-0" . APPROVED 1/2 0 2 3 Inches on orig! nal dratJlng UNIVERSITY ORI//£ BR/Ou£ OVER SON/TA CREEK Sl/PERSTRl/CTtlli'E GIROEH LAYOUT CITY OF NE\"JPORT BEACH PUBLIC WORKS DEPARTMENT ~ SHEET cJ OF f:/ -· --' ' -- 5G ' " 9 1'-0N 10'0' 44:0· - 2% I. 7% ,,,/1 ; li,,J ] [ -t ~-r1 [ . . . ' "'; 12'0" IA•"I \I-;:3·?:o· e,:4f2' ' 4-Snaces @ 9:0·, .3G~O- I .5G '.. 9" i4x 3G" Ulilif!J opening reserved for Soulhern Colif"oroia Edison. (See Sheef Alo.12) #4x ;!.r;"@/8" ' ~ -'? --- ' IX) e,· ' ~ 1 1 o" - r ¾" Orip Groove / (Tt;pica/) ----~ ::._ ' ;s, ~- ' <:::, for reinf'orcemenf ... 1 see Par/ T!fp Sec/ion <) hereon. zco" • T<1°2Yii L),G:?'/7'.2/" eASTBOVNO PARTCORNcR /0' O" - ,__ 8-"4 Con/. Equal Spacing ----2~0" #5@ /8" I ,, 10:z .. r---1/ 5 @ 18 r-7 i> . 2% Ill~ '--' • • • • 1'-7" \ ' I . -. "',\_ \ (f--..__ -~ • . • . • . i!5conf(T./l3) 6:RA \ \'\-)\ , -', ~ ~ ~!"Clear #"8 Conf Tola/ of£ , per gircler(lyp) -n a I 12· • I I §1 ., \ ,~, • 1l' / #5@/8 Tof 4{l[;p.exferiorboy) ~ 4-115@ 18 "'(con!) ' .... Is\ ~ ~ • ~ '° ~ ~ ::, ;,.., .._,, • . . • I'-7' • • / I '-o" T • ' ' 7 1/v. V k', ' I ?" I> C • • Var: ;'.g 1:9" 0 ~ -i? I - /J ~ 1\\ [ . ,;,c4/2" 2:0· z'.9" 3:0" z:o· C, '-4 f'z" Var. TYPICAL SECTION 44'..o" 1.1 % l [ . 4-5naces 12-0· ] [ ] ~! - ' ' @ 9'--0" , 3G '0" I ~:e,• 1~1 sa: 9" \ 30x30Uli!rlg openinq~ reserved For f"vfvre Sov/hern Cb, Gas Co. {see S"heef #o.12) /-0" 9-,t 4 @ /8° Con/. -~· /2!..BN z:o· ~-[ r #4@/8" ~r 115@. /8" r-7;. # 5(2,!8' 7:. 2% ' 's)ij/1' • -' "'~ . • - :1' ' ½ ' ' Cl;) ' / w £ASTBOUNO PART CORNER I ' 7' I -5_#.5 @Eauol Soocinn _J__ 2,, (Typ. each boy) 7-#5@ Eoual S,.-,ocinn /g (Tf/p. ·each bay) • • ~ /. 7 % C\l ' I • • • , ~! -. --- \/ 4-#4@ EQual S.=cinn) (Typ each bo!/) _ ~-@18' #5 @/2' Toi. JO -'z (Tf/P inleriorbo!J) 1'-0" 5-115@ IB"(canl:) I ~#5@/8' • . . • . ' ~ ~ 5ca/e: f/z"•/'-0" I'-7 " /1 I ' ' I~' • I '\ ~~ > I ' ~ C <:) '' ' 4) :, ' /~0-I t,,, ) I> • , / ' • • ;' -7" • I i~ 0-----· ,,.G @ 13" 5/roiqlh &-1,,~@ /3" ~ @. 13" ,.-- r ' \, l ·' ~4"Fti'/ef (Typ) #5 Sfir. rups /) {Typico ' . ,_, . . ' Sor/ii Ele V Po in/OZ ' 7, • T=l-£)8 12~0" ;:o" - ?% ~ I /J a I 2'12'.G"i e, : 4 .f'2 \ ;::,:o" 3:0· \ ~30"x 3CJ' UfJ/1/y opening reserved for /he C1fy Abulmenf rein!: confinuous fhru oncharaqe-Ac(jusl as direcfed b{I /he Engineer. of Net.Uporl Beach Lines. (See Sheef No. 12) I -/ -;" \ I, 3 5 Con! T. B) ~"s'Conf (Adddionols) ' 9" 2- Ir, \_ Gn1//09e R' 4@ 4' (80/h Ways) f !'/bu! Oioph. PLAN PR£STRESS BeAR/NG SEATS Scale: fz",JCO" (Min)/'1___ -, - OVCT5 ~,, ao. ANO l..~SS {Min)l"i_ __ oucrs ov£R ,,g"ao. ro4½ ao. 3" Min. Cir: (Excepf ;fz" Cir: near one/Jorge s) OUCTS OV£R 4/?" ao. CLEARANCE R£flUIR£M£NT rOR DUCTS NOTES: Any preslressing sysfem chosen by file conlraclor shall be submllled lo /he Projecl Oesign Engineer. along wilh any dev1alions needed fo be made lo lhe plans sue// as f'/ared ends of' girders ond bearing seal de/oils in advance for approval. 0/STRIBUT!ON Or PRESTRESSINO FORCE: Unless olherwise noled the pres!ressinq /"orce shall be disfribuled opproximolel{/equally fo each girder. Nol more !hon J? !he force in any girder shall ex isl bef'ore on equal f'orce exists in odjocenf girders. Al no lime during /he sires sing operofions will be more fhon JG o/" /he Iola/ pres Ires.sing rorce be appked eccenlricoll(I aboul !he cenler line of" lhe slruclure. Girder slem shall be /"fared near anchorage if" is necessary la provide a minimum of' //2" concrele covering !he duels, Flare moy be on one side of" girder only. Bar rc:1n/'orcemenf inler/'ering lU/fh fhe presfressinq tendon ali9nmenf shall be oojusfed, as approved b!j !he Engineer. The working drawings shall includes ony add/lions or reorronqemenl or reinf'orcing sfeel from Iha! shown on !he plans, and defo11s of' bearing plafes and f"/ar,~d duels. Duels paflcrns shown above are a 12 "lUJde girder sfem; rar of her widfhs /he minimum clearances musf be manfaincd. uirder sfirrups mus/ be benf lo fir /he duel size used. or U-or Q sfirrups may be used A reinf'orcinq bar mus! be placed inside of' each slirrup hook or 90° bend Approval of' fhe £nq/neer is required /'or deviafions. .• 4-#5@ ;a"(conf.) .. 9" 9" 1o-#5 @ IB"(conl} 9" See Sheef ;Vo. /0. .. .• 1n o 2 WESTBOUN£J PART rYP. .s~cr10N 1~.3" 2!0'' , ~ ,, T=l-2.'tJ 5cole: #"= /'-0" LJ ~ CJ?.,qbefl GJJeiq,CWilliam Prost G& c';llssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS l---+----t--------------j---1 P_Q_ BOX 2590 • 1401 QUAIL STREET. NEWPORT BEACH, CALIFORNIA 92663 (714) 833·0070 DATE BY DESCRIPTION APP' D. 3 Inches on orlglnol dra\7lng UNIVERSITY OR/1/E BR/OGE • OVER BONITA CREEK -_____ __,SUPERSTRt.lCTI/R/; TYP. SECTION· CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT SHf.f.T 9 Of&/ I i , . .. _) .L • ' .L I ~ ~1 ~1 ~i "-i '"- s!i ~ ~ ?; "' "' ' "< r lo'jl> l\,\.9 {l) ~ :<. !'o \\ '{'~ o' ~o' \9 ,} ri,0 ~o' \)0 ~ t,c· 'i~ oj· ~ ci,VJ' ~~ ci,0· \'I, C\! °>') 1bta \) ')I:< t,.~ • t,c· ( \i. cf \\.9 ()Ci ~ l>ffl t,. t,.' t,c • t,c • C\! n; ~)' 0' ~-fr iv n.: C\) n.: . C\; (1,; (lj, C\! ~ ~ "' <.l) ~ ..... -.. ~ ~ ~ ' "' rv°' ~ ~ \'J' \.9' I\) I\, Q.; ~ ~ ~ \"J \,' {l) WESTBOIJNO <;:, ~ ~ ~ ~ "l -.. -.. -.. -.. -.. l() ~ ~ l() ~ ~ S:? "" "' "' \)1/J Cl'l) 0,11., i; il) ~: \i' <2· ')' 0- <\;; I\, I\, l\i EASTBOI.INO % ~ !::? ~ ~ <;:, 'It ..._ -.. ..... ~ ~ \g \:9 ~ ~ ~ !:2 -... ' ' " 'bn, "(1,; 1.91.9 \.9\ 0~ 0' <:J • ~),' 0· vy ')' "J' I\, (1,; l\i (1,; (1,; Cenler Type ,9' Drain Pipe . l?:9"/"rom edqe of" deck and 4;0"£1.!J. From f of' Pier. 1>\9 frx I\, Ci 'Ii 'fs:i "0 J lol:<1 0°> 01> ~-~· ~-~ cf. ~-~-oj· (Elevofions shown ore for edge of s/ol, excepl ror Survey f.Jne) eJRIOGE .OECK £L£1/AT/ONS Scale: /'~:?O' ""-""-. t:: ·S ' Cl? ~ ~ ~ SPANJ!f2 N. T.S. NOT/;: ·' Con1ber Oio9ron1 does no/ include ol/owance /"or lolsework def"lecfion or selllemenf ~ <;:, f:? 13 ... ..._ -... le) \:9 ~ ~ ~ " \ 'ry\.) i V)' I\, ""- -~ ~ ~ -~ \'li ~o"'bb :,_' 'b 'I;· \f~'° Cl\ 11;· 'I;. C\, I\, \J ~ ~ 'I) ..._ "- ?$ \:l ..._ t-s S:? ' !;;? () ') 1'?· ~ {0 \lo tu i\,0 riJ. S· I\, ' ~ "' ~ "t I\, "'b ~ "I\, 'I;· (\; ~ "-t-s ~ ---~ --'Cl -~ \J ~ ~ ~ ~ ~ 4\ ~ ~ ~ ~ -... ;:;; ~ ;;; ~ -~ ~ ~ I:;) ~ ~ ~ ~ ' ' --- urvey Line Pro I e Grode J • ------ T~ ~ ~ ~ -._ "--._ .... ~ ~ ~ ~ ' ' ' " ~ ' {l 00 00 c'fJ. OJ() t< 'ti \" ~-0· o-' () ()· (1,; (\; l\) {l) /3RIOG£ SOrFIT £/_£1/ArlONS O£CK AND SOFFIT ELEVATIONS ARE FINISHED GRADE ELEVATIONS AND DO NOT .INCLUDE CAMBER, F4LSEWORK DEFLECTIONS ANO SETTLEMENT. , . ' 5cole: l",20' 'r} X 0.013 Go/v. sfeel pipe .7 ., ,~ - "' ' /' , 'I:· ' • ' •. ' •. • ' • ' ' ,. . • 7 : SECTION 'A-A" ·' ·' DRAIN 5cole: ¾ ·= l'-0" Ji j '~.:~~:~'.~:!:~ ~ P.O. BOX 2~90 • 1401 QUAIL STREET. NEWPORT BEACH, CALIFORNIA 92(16:3 LJ. (714) B33-0070 DATE BY .,· 4· H I I 111 I 111 'I 11 I I I I -....._i.....i...11---/1.l.U..J..'- 1 I ;:o·:: I I 11 ,"I·• I 1: I ,, ' ' II , d II i I II II 11 ,, II ,, [I ,, ' 11 ,, - . ' L ; ' S£C TION "B-8" TYPE DESCRIPTION REVISIONS APP'D. - ~ .... ~ ' B --:::::::-,. APPROVED DAT ~ "- ~ ., .. --- ~ ~ ~ "- ~ 'I,. ~ ~ " ' ~ d; ~ "-/\, ~ ~ ' ~ '<. /\, ~ 8 --:::::::-,. PL. AN DRAWN ./.Soldan DATE J5 ·' 1/2 0 2 3 Inches on original dra\'tlng UN/f/£HSITY OHi!/£ Blf/PGE Of/ER BONITA CREEi< 0£CK £1..El/dTION (1 CAMC£/f 0/AG. CITY OF NEIJIJPORT BEACH PUBLIC WORKS DEPARTMENT SHEET /0 OF et _,_1 ,• - ------ .• I U-BOLT CURB (Total 6) . • 0 't_ END DIAPHRAGM 3/4"<p CABLE ' I (') ~-4 112· 1" EXPANDED POLYSTYRENE ' • (') I -~ • 0 I -(') Min. Cll ..... ~ r- 3• CLR. BOTTOM OF SOFFIT TOP OF ABUTMENT SEAT' BIND WITH MET AL STRAPS OR WIRE 1 /8" Hardboard _ _L ____ \~---. #11 x 2!..Q'±(Typ.) TYPE B-1 ~ 0, "I ; (') ' SEAL MOVEMENT RATING (MR.)= 2• ELEVATION <r_ BEARING //?, /:"}~\:.,.:.:.:-'--':~:: ___ _, I DIAPHRAGM SECTION VERTICAL ,, SECTION A-A 4 RESTRAINER UNITS PER EACH INDEPENDENT ABUTMENT TOTAL 16 RESTRAINER GROOVE WIDTH LUBRICANT ADHESIVE FILLET 1/8 • 5• X 3" X 3 /8" L'S (Typ.) UJ > J: 0 f--0 a. a: UJ (!l 0 TYPE B-1 SEAL NOTES 1. FORMED GROOVE WIDTH SHALL BE ORDERED BY THE ENGINEER. 2. FORMED GROOVE DEPTH SHALL B_i:: EQUAL TO OR GREATER THAN THE DEPTH OF THE SEAL MEASURED ALONG THE CONTACT SURFACE, WHEN COMPRESSED TO MINIMUM WIDTH POSITION, PLUS 1/2". 3. CONTRACTOR SHALL SUBMIT TRADE NAME AND CATALOG NO. OF JOINT 0 UJ ------ SEAL AN~ ESTIMATED TEMPERATURE AND DAYS SINCE POST TENSIONING HAS BEEN COMPLETED TO THE ENGINEER WATERSTOP NOTES WATERSTOP TO HAVE FIVE (5) OR MORE PAIRS OF RAISED RIBS TO PROVIDE 0.1 SQ INCH MIN. RIB CROSS -SECTIONAL ON EACH HALF OF THE WATERSTOP, HEIGHT OF RIBS TO BE 3/32" MIN. HOLES WILL BE PERMITTED IN OUTER 1/2" OF THE WEB FOR WIRE, WEB, ETC. TIE WEB TO+ 3 BAR AT 12' MAX. TO SUPPORT THE WATERSTOP IN PROPER POSITION DURING CONC. PLACEMENT. Bolls lo be cul off f"lush af"fer concrete hos sel / \ I ¾··Bolls OETAIL OF ER.i"CTION BOL rs Scale: I"= l"O" SEAL 1 /8" MIN. THICKNESS 1/4" CLR WHEN ...... _ ..... -.. --.,,~.-----, SEAL IS IN MIN. ,·,:•.. 2 114" > a: Ow a: UJ a.z a. - W ---, ·._ • • •• .' .• • 1 1:7 MMininc. 14--f IDTH POSITION.I ••-_ 1 / 16" RAD. -·., · z • ' ,, : ::E <C (!l j ,, ,, 3/32 MIN.--~ 1/2 -·_._ .-. o_ :~· b 1/8' Mnt ·;: •.• ~ 1 • X 3/8" X 12" ~ ~ @ 18" o.c. 2· a:>- 2 1" X 3_/8' X 12"n• @ 18" O.C. ~ t ~ . . . . • .:1_; :·;. .• "-· '· \_ # 3 BAR \8" 0 oo • 2 •.. _·, . . • • -,, ~·-:, .. : ..... ": i '() • \ (\J ' \l) , ' (\J ·♦ ·+ 14 ,½" ❖ ( ♦ L14J.i.·x 12:r 1½· e • (ASTM A5/4} 10 )z" .Full Penefrafion We!d(Typ) - TOP Pl.ATE I " !'-3" I - - --- (:: -- . <:, (i - \3 " --- - C, "Diam. Slee/ Roller Seal Weld ~ - ¾ V ~ f"ij= 90 ksi ASTM ,451411- ROLL£ R Scale: 3"=/'-0' I" -~ I= ,_ ~ •- f--t ·S! ,t:::i ,_ <:xi ~ - ~ d,8 f<.O • ,, q/8 "ll (A3G) 1" /' TOP OF Ji' co WATERSTOP 'I, 3 BAR) BONDING STRIP .. 0 ','. :· • I ' . •~ • \ .•,, •. : JOINT FILLER MATERIAL· 2" THICK , -V " I 1' X 3/8" X 12' @ 18" oc. STAGGER LOWER BARS WITH UPPER BARS TYPE "B"-1 SEAL DETAIL .o : THIS DETAIL APPLIES ACROSS THE BRIDGE DECK (EXCEPT IN THE OVERHANG )BELOW THE SIDEWALK ANGLE ARMOR SHALL BE DELETED 7' ' \, \ <xi ' \_20"x20"x r Slee/ Plate f/B"S/ide Tef"lon Sheel \ /8"x !8"x 2' E/asf Brq. Pad \____ 20"x 20"x /" Slee/ Plofe FRONT EL£ VAT/ON .. #4 X 2'-0"-~ (Tof. G} 8" SIOE .. ': • ' ') '' ··t--~ WA TERSTOP DETAIL THIS DETAIL DOES NOT APPLY ACROSS . OVERHANG WHICH IS AN OPEN _JOINT ¾"/xG" Stud 445/ITO M IG9 (ASTM A/08) ~ a'\ . n I ., • :\ .:..: \_20"x20"x !"Slee! Plafe 8rqs. • ~/1)"5/;de k/"lon 5heel l8"x 18 "x 2" Elasl: Brg. Pad '----20"x20"x I· Slee! Plofe VIEW Roller ti// ' I/ I ' ' ':j- \ S? ~ IL ,, • . .._. n '(1' • ~ n·, / - l:4--J ~ ~ ,, V JO" 10" SECTION A-A" Scale: l/1?"0 /'0" ,> BeARIN6 ASSEMBl. Y (28-Re9u1red) JTD) ~betl <;J1ei1l,,'William'Ptost ® c':)1ssociates @iir::::tJ. PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS ~ P.O. BOX 2!590 • 1401 QUAIL STREET. NEWPORT BEACH, CALIFORNIA ~2663 ( 714) 833-0070 DATE BY DESCRIPTION REVISIONS / / / V V V V V \ ~ -~- \:l 13 //oles I %" Diam. -:4ir • To/5 ' f---1; ... , ,,-, \ I \ I--,-\' ...... ~/ \ \_.I/ '-- -+-I r f Brqs. - • -~ c_ r-/: l "" -~d.-_J,_ :P l/x 12,: I½" A5TMA5/4 y= 90ksi) If I 2½' I (I .. ,-, ' ,..--, I 1~1 ,,-) l \ , _ '~ J _ .,,, ,_ 3" a½" 3" ;4tz" 11 II J1 !"Keeper Rinq (A3G) I I II I I ------------11-------[L---J I--------- ,, V a" a· j; Brgs. ' ~ ' -n n ·-~ I \\ ~T;--· )/ I --~ BOTTOM Pl.ATE Scale: 3"~ l'-0" ; I L I •• Y. \___ Sof"f'il ' ()., ,I -... 7':Jfx G" Sfud A4SIITO M IG9 (ASTM 4108) 37,, -1-u=-I =13:--u u <: .'G -..._ ,, V APP'D. I V ~ ~ ,, - A~ O£TA/L -,, C i12 0 2 • 3 Inches on original dro\"1lng APPROVED UNIVERSITY OHi//£ 8/?IOGE OVER BONITA CREEK "' ~----_, l<Oll£H BHG. H£STRAIN£R ¢JOINT OET. ' DRAWN .5aldoli CITY OF NE\l'JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET // OF2/ I . ' ' • I i : I D Note 1 4• 3/4" V Groove - 1------- • Note 4 _,} "1S Note 2 [J NOTE 2 2#5 -- 6" typ. ® -. vertically at each face. #8X6' O"@) 18" max ' - I ~ I I " B.. I --~- / ~- Const it normal to cap . . ,,,,.--See De ta i I 5-2 ----------- \ y, -~ ~-·- /2 #8x6'-0"@18" m I Const. jt. normal to diaphragm. ax. vert. 1 /2" Drip groove ' ' I I I I I / • I ,E: . . .. . -r-/ ~ ----.: See Detail 5-3 ,,., ~ ,y I ~ See Detail 5-3 SECTION B-B Square or round vent. Note 3 1 ____ ____, DETAIL U-1 0 Note 2 tJ Note 2 1' 6" : ~yp. I Note 3 DETAIL U-2 lJ" Note: 2 • I . ®' 3-#5 DETAIL U-3 " 1'-6 I Typ_ I l -- ® 2-#5 U · DETAIL U-4 K 6" typ. UTILITY OPENINGS . >- / / ', ·, -- - .. ~ ' ' -\ ~ ' ----. V n ( ,.. --... Reinforcement cont. ~s 12" x 1 1 /2" thru • joint. over 50% of area. BENT CAP DIAPHRAGMS LONGITUDINAL CONSTRUCTION JOINTS I I /' ', .· ' v--,, \ Reinforcement cont. thru joint. ~ Abutment/Diaphragm +5 @ 12±x6'-o" between girders Typical slab rein!. Diaphragm vertical or normal to deck grade._ 6" square drain at low side of each bay between girders. Const. jt. ,, ~1-=-#5@)12 max. Tot. a +su@15" Note: 4 112~~ 1/2" Drip Groove VENT 5" ¢or [/J vent in lower slab. Min. of two vents per span in each bay between girders. One vent to be located at low point of span and other vent to be located at opposite end of span@1:.5:1rom face of Abutment or Bent. Extend alternate Transverse top deck bar 2' ·--- into diaphragm. Stop remaining INTERMEDIATE DIAPHRAGM SECTION I 1'-3" transverse reinf. 3" from face of diaphragm. .ffe5x width of deck- _Stop long. deck reinf. ~ ,./1" Cir.I • 0 • I It) 1 ;-;;,;:afl'~ #6 Tot. 5 top and bottom. rll== ,.;4 tot. 8 H----.,,e5 0 @ 12" space along -. . -. , 11 Mi £ diaphragm. NOTE: See sheet for additionaLreinJ_,. at end of diaphragms at lateral guide plates. Extend top and bottom trans. ----·-··--·· ----·- bars 2 into diaphragm 3-#6 0 UTILITY OPENINGS SOUTHERN CALIFORNIA EDISON (2) ABUTMENT U-1 H=36" W:24" (1) PIER U-4 H=36" W=24" (2) (2) END DIAPHRAGM U-3 INTERM. DIAPHRAGM U-4 CITY OF NEW PORT BEACH H=36" W:24" H=36" W~" (2) ABUTMENT U-1 H=30" W=30" (1), PIER U-4 H=30" W=30",, (2) END DIAPHRAGM U-3 H=30" W:30" (2) INTERM. DIAPHRAGM U-4 H:30" W=48" .. SOUTHERN CALIFORNIA GAS CO. (2) ABUTMENT U-1 H=30" W=30" (1) PIER U-4 H=30" W=30" END DIAPHRAGM N.T.S. Construction Joint T/3 + T 3/4" DETAIL 5-2 Construction Joint .. Stein Reinforcement continuous thru joint ' \ ' J.. 0 0 ~ 1 \ ~ f--J \ 2-#8 x 6'-0"@18" max. vert) Th ese bars may be itted for prestressed om girders. ~ :onst. jt. in slab parallel to ansverse ·deck reinforcement. See D I etail 5-2. I - I I ,· 4" I--• -C\I Cl -~ . I I . (') -Cl Cl -4" ! -C\l ...:..i -~! ;I (') -. Cl I . 0.2 Span length to[ bent or as approved by the Engineer. t Ii See Detail 5-2. TRANSVERSE GIRDER CONSTRUCTION JOINTS NOTE: 1. Seal utilities at abutments with concrete or mortar, after tightly wrapping utility with 2 layers of 15• building paper. 2. Reinf, to be same bar size and 2/3 the spacing of adjacent rein!. shown on project plans. 3. Reinf. to be same bar size and shape as adjacent rein!. shown on Project Plans. 4. Main reinf. to clear opening. .. 1/2 0 3 Inches on original dra\"Jlng APPROVED 2 (2) END DIAPHRAGM U-3 H=30" W=30" (2) ·JNTERM. DIAPHRAGM U-4 H=30" W=48" DETAIL 5-3 CJ?.<!ber1 GJJei11,,CWilliam'PtDst ~ c!;llssociates ~ PROFESSIONAL ENVIRONMENTAL ENGINEERS & 'PLANNERS ~ PO BOX 2!590 • 1401 QUAIL STREET NEWPORT BEACH, CALIFORNIA 92663 VN/1/EHS/TY Oil/!/£ OH/OGE ()flER IJ)ONITA CREEi< DAT'----------;fv1/$CELLIJA/£0US BO.% 61/lDER DETAILS LS. (714) 833-0070 DATE BY DESCRIPTION APP'D. CITY OF tJE\'tlPORT BEACH REVISIONS PUBLIC WORKS DEPARTMENT SHEET /2 OF 2 I l !1 l -I • .. I I 271/16" 13/32" _ 13/32" ] 6-SPA.ATl3/4" 31/< "6-SPA.AT 13/4" .. 7" SECTION OF COVER WEIGHT 262 LBS. TOP PLAN OF COVER II E BOTTOM PLAN OF COVER II F 1' F II .. WEIGHT 196LBS-. PLAN OF FRAME *6 TOTAL 4 ~ r~ 15°_ A , ; r-----~-e-------r-------r---f---- - f- t---.IT --,! "' ---,_ I ' '- i i -I'\. . I I ~ / ' H • -I I IX' \ I •• L • I ·', / 0 y I I I I I)< )< I I V I'\. I r IJ<.. ' : I ,< "' : I " ' I'-... ~-~ ~ --· ,----~-I"-r--,::: -· r-------,----f----~---r--------· f----e--- ' , PART PLAN 3/B" ,r MACHINE FINISH SEE NOTE 3 SECTION II E-E II 2 3/8" 7/8' 17/32" = ro '-r<) r<) ro re:: + 12'1 6 ~ AT9" 6'-0" >-----~--- ,-,--I ' I I I I I u: - I : I • ' I : : " • I I i I \.I .L,~ 1-------- .. H _j + 12" 8~TOTAL4 9•-9LI i Top orS1dewoll<J 12" "" --• ., j - ' " J I [~ ft ft ft ft n I ~*6 1211 ~ I 91-911 I SECTION 11 G -G" -DECK REINF TO BE STOPPED AT OPENING AS SHOWI\I • . . . ' . , ' n n / l NOTES. I THE MANHOLE FRAME AND COVER SHALL BE MADE OF GRAY CAST IRON. 2 • ALL PARTS OF THE MANHOLE FRAME AND COVER EXCEPT MACHINED SURFACES SHALL BE COATED WITH ASPHALTUM P4lNT. 3 THE MANHOLE FRAME AND COVER SHALL BE TESTED FOR ACCURACY OF FIT AND SHALL BE MARKED IN SETS BEFORE DELIVERY. THE COVER SHALL FIT THE FRAME SNUGLY .BUT NOT TIGHTLY. 4 COVERS FOR USE ON OPENINGS FOR UTILITIES SHALL HAVE THE LETTER"u 5 THE WEIGHTS OF THE FRAME AND COVER SHALL NOT VARY MORE THAN TWO PERCENT FROM THOSE GIVEN HEREON. Top of Sidewalk -' ,~ r 2815/16" ~ " " ' r ., .,,. o' 0 u 0 u SECTION "H -H II .,, 0 -+ . / - 8" 6 C / AT OPENINGS 11-811 DECK ACCESS OPENING q; 4ccess MIi. Reserved For rvlure Soufhern Ca Gos Co. sfo.104173 IO!i q; Access M.11. .£. Access M. II. Reserved f'or F1.1l1.1re Ciiy "Mb/er Line 5/o.105142 Reserved for F1.1/2'21n-e~o=-;!f~tlbfer Line Sla.lOG/71 Edge of S1dewolk WESTBOUND E.4STB0UNO edge of Sidewalk /06, ff Access MIi Reserved f'or Fa vre Wo er Lines Slo.l05f00 107 ,,::; Acee s M.11 Reserved /"or Fufure 'Soulhern Co. Gos Co. sh. 1/0GIG7 ff Access MIi. Reserved for rofure Cti'y Wo er Lines .Sfa. /0Gf3G PLAN ACC£SS MANNOL£ LOCATIONS I I 27 3/,16" NT.S. R=ll/4" --------MACHINE FINISH i-l ~2=3_" =Dlc..Ac..M~. --=C-=L-=E'-'A'-'R--=Oc..P-=E,..,_N"-'INc:,G~I 31 3/4" SEE NOTE 3 2 5/8" ~ 7/8" 3/4" .. j . 4 1/4" SECTION "F-F" . . .• SECTION OF FRAME ~bert cqjeill,,"WilliamProst Qi2. c';llssociate 1----1--+-----------1---1 PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS PO BOX 2590 • 7401 QUAIL STREET NEWPORT BEACH. CALIFORNIA 92663 i7141 833-0070 1----+--+-------------+---l DATE BY DESCRIPTION .• APPROVED DAT~E _____ _ CKEO .../ DATE t/ I I/ rS- E§:$1/E,2 ~OE~~~~32 3 Inches on orlglnol dro\'Jlng UNll/eRSITY ORI//£ 8R/OG£ OVER BONITA CREEK MANI-I0LE OETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT /.3 OF 2/ • , I / ' : I.• ' .. . ' TOP OF DEC ROADWAY 1•-0· 9• -----------'=======~~=======d • ~r-t----L--~==. (') 6'-0" TRANSITION er ,:<-5 lj\'@ 1 5 (ft> 3•-0· ,:<-5(a)30 2:-,:<-5 ~ X 4'-6" tot. 4 \ -1· 3•T \ ~ -\ ~ '- "-..___._ 1,,-·/ . -OPEN JOINT TO MATCH DECK OR WALL JOINT WIDTH 2-,:,-5 (-[ 2-,:,-5 ---....r-X 4·•-5• ~ ,:,-5 'j\ r@1 5 ¢ 5 'f\ /al 1.,, "\ L tot. 4 ?f ¢5 (@ 30 2 • V ' '-. ,- sf"": '---" ', "-.. ~ - KOR ---r-------· L------- - ---~-~-~----------~ I r--~ I I I . '--~ r:<t_ ELECTROLIER OMIT 1• CHAMFER FOR 1'-6" AT 1 ELECTROLIER (EDGER FINISH) r-"-~ -Jr" "'j'-.,_ ------. I I .- 9• 9• '-PULL BOX . 3'-0" min. ANCHOR BOLTS ¢5 /\ G 15 _________ j PlAN 6'-0" . SEE 6' TRANSITION C: E • 0 I . (') 3'-1 1,2· TOP OF EMBANKMENT . ~ 1- L.. ---------------· I-1-------------------r----.. ----A,-1· J.:.______-----=r ~ . END OF WINGWALL , 1• EXPANDED POLYSTYRENE ~ ELECTROLIER #5'j\ ~ ¢51\tot. 2 1• CHAMFER ~ ~ ~ ~ END OF WINGWALL ~ ( ..:,5 T\ tot. 2 , ,:,-5 Gil 30 I ' ; / I ..... ,,____ _,.,,.----¢ 5 'f\ Q 1 5 -, J ' '-~ ' ... ' -~=-~ L---_.J ;... -~----.T ----~--- ~ I c-- -c.-- ----.., ~"' [,.( -\ -. r ---------I'-._ -------------------------) - -✓ , ' ---. -c,.. END OF WIN OR STRUCT GWALL 7 , ____ 0 I ~ I Ir . c,.. I/ t-------"-l -~ URE V I I i ~1s1G15 V ~ ,:,-5 \_ \dl 71 /2 tot. 4 ea.) ~5 \_r..v 15 ..,,5T\tot. 7 #5 \_r;;i #5 Q 15 SIDE OF JOINT -B ~ ,.i,5 \_ Q 7 1 /2 tot 2 ea SIDE M ¢5 !@ 30 ~ I y ~ 2 -<'5 L_ tot. 4 I .:>51 Gu 15 ¢5 )Gil15 TYPE 25A DECK OR WALL JOINT 1• CHAMFER (TYP) • • st 1-..... a. X .u.+--¢5 'T\:ai 15 MAX. ~ <'>O ~ b ¢4 CONT. ~ • :\ FINISH GRADE 2 TOT. 8 w G \. CONST. JT. ¢5 x 4'-0"G30 MAX-----l.! ¢5 X 3' -9• 30 --~Le • u,i CONST. JT._ ~ ,--------': ~D=E=c~KR~E~1N:F~.-=--l!_/j~~=~t~~~~/i~~,_~'}q~l-~~-==;=~ro~,f!~s~EENoTEE ¢5 j~ 30 MAX. \<i>, -¢5 CONT. WALL REINF.--1.,-_..- N ¢5 "J:•'dl15 MAX (TO BE IN PLACE BEFORE DECK CONCRETE) ELECTROLIER,, TYPE 25A & 25B DETAILS ARE SIMILAR TO TYPE 25 EXCEPT AS NOTED 3•-0• MIN. OF PULL BOX IEllEVA TRON ,;;--.. \ • 0 CONST. JOINT \ OPTIONAL ·~----'---f'l---'---11• ( FINISH GRADE ~ /4»\"l,, -k "', 0. ,:,-5 • cal 15 MAX ,}::, 'l, ¢5 x 4'-0" 30 MAX POUR AGAINST UNDISTURBED MATERIAL ----Uc---- ~~-5 IJ> Cal 15 max. C\I • z :ii: • 0 J C\I TYPE 25A 2•-3• END SECTION 6'-o· MIET AL BIEAM GUARD RADl SEE ROAD PLANS ENDS ARE SIMILAR FOR REINF 1 1/4 ¢ GALV PIPE SLEE E FOR ANG OR BOLTS _ _j <l TRAFFIC SEE 6, FLOW TRANSITION • 0.4 GALV. SHEET METAL SEE SEC D-D TYPE 25A .;,.5 ~ tot. 6 \ / ----, ~ I / ' • PLAN TERMINAL SECTION TYPE B ELEVATION &> ' 2- • \ ~ "' ~, MIETAL BIEAM GUARlD RlADL ANCHORAGIE 4• X 5• X 0'-9" or 5 x 0'-9" POST POCKET !--<c_ POST POCKET - I. ct_ TUBE POST 6" 2'-6" 1• EXPANDED POLYSTYRENE TYPE 258 SHOULDER BEVEL METAL BOX SPACER (SEE NOTE F) • tO SECTION E-E TVPIE 25 TVPIE 25A TVl?IE 258 a• 3•-0· CONST. JOINT ¢4 X 5'-4" ---I.IL e \\ ~~-f;;I==:!#~.~---'-L 1~ ¢5x4'-0"Gl15 --~ ¢5 !JI <al 15 BEND SIECTBON A-A a> TO CLEAR I -,- 4 x 4 W 12 WELDED FABRIC EXTEND a• BEYOND ENDS OF PULL BOX SIECTION B-IB .• tot 6 ¢4 7_J 7•-0· ~l > • G I ,:,-.5~ tot 2 ---11 \ • ,:,-.5L_ ,:,-4 CONT. 2'-6" oa· tot 2 -----2 -,1!,4 X 3 2'-6" . 04 GALVC .. SHEET METAL POST ANCHORAGE DETAIL OVER 1/4" NEOPRENE STRIP. NOTE: SEE CHAIN LINK RAILING OR TUBULAR COAT TOP OF STRIP WITH HAND RAILING FOR FURTHER DETAILS GREASE SECTION M-M SECTION 0-0 SIECTION C-C ·• SIECTRON D-D .• SECTION N-N '3'TRANSBTDON . . = ~bert ~ei11,,CWilliamPllJst ® c'51lssociates ~ PROFESSIONAL ENVIRONMENTAL E''NGINEERS & PLANNERS ~ P.O. BOX 2!590 • 1401 QUAIL STREET. NEWPORT BEACH, CALIFORNIA 92663 LS. ( 714 l 833-0070 DATE BY DESCRIPTION REVISIONS NOTES: A. WALLS ARE TO BE BACKFILLED BEFORE BARRIER IS PLACED. B. CLEARANCE TO REINFORCING STEEL IN BARRIER TO BE 1" EXCEPT AS NOTED. LONGITUDINAL REINFORCEMENT TO· STOP AT ALL EXPANSION JOINTS . C. SEE PROJECT PLANS FOR ELECTROLIER LOCATIONS AND PULL BOX TYPE. D. DIMENSIONS MAY VARY WITH CROSS-SLOPE AND WITH CERTAIN THICKNESSES OF SURFACING. SEE BRIDGE PLANS. .• APPROVED E~l/~2~-:3:0=======E~=='==12 . 3 Inches on orlglnol drar,lng .. UN/l/£/f$/TY OH/I/£ /Jlf/Dti,£ Ol/ER !.!)ONITA CREEK TYPE 2s· BARR/£/< 0£7AIL.S APP'D. CITY OF ~JE\~JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET /4 OF 2 / \ __ ) i . ! • 1 .. : . I • .. "' 2'-6" -------#4r, @ top ,,,,,,, Length for payment of metal railing f Rail post anchor bolts • #5r, ';,; @18 Joint seal 5, o• • 10' o• · -mm. --maximum See plan sheet . See Metal Raili. ng Details Type II she~t7 for tube splice details 5 , o· • 10' o" • : -mm. --maximum I , / +4 cont./ PLAN SCALE: 3/4~ a:a1'-0" . I 5 O• • 1 o' 0" • -mm. --maximum 1'-o'r I --==--==-==Fl f=i=======~.,~~======.:::;-=rr=:=-;=-==============ti"~kt:/==.:::;-=t=;======================;-=1)=.;;:::-=:::i -'7 1 !..3"J ,,,----2 #5 ~ x4!..0" tot. 4 / <t. Electrolier ~ Pull box Type 2 5' 0" min, -1 o' 0" maximum 5' O" min.. 1 o!..o• maximum I I Q) (.) ~ (!>. ' b~ ,:i <f ' , , _ #5 I @ 9 ,, f;'-, I ,.-1-----_-_-_-_-_-_-_-_-_-_,,-~-.~_-_,_t-_--ir~_-_--:__-_-_-_-_-_-_---:_-_-_-_--:__-_-_-_-_-_-..,,-_-_--:__-_-_-_-J;1J'~t:~~~~~~~_:t~_:;li=-~~~~~~~~~~~~~~~~~.,,-/'...,,.._"-_-"-_-"_CJ._--'_~-"-'-_-_-_-_-_-_-_-_-_-_-_-_-~"----++-_-~JL _-_-_--1--0, A, FE lee rolier-anchor-bolts;:-.---------'--+--'---------------__,_-+-"---,\,., " '-., '-.'../ / 4 ,--, ..,,. 1 , I 10" ...e #51@9" #5 117 ':.t@ 4 1 /2 tot. 5 , ,.,J.-)pen joint to match 2 +5 _,--.._ tot. ---,r---. , ..-l ( Omi .chamfer at electro lier / +4 1,l tot. 4 @ pull box =L f ~#4 01 at. 4 ,- 0 ' . - I I i-1 . ' co .I C') 2. #4 cont. 1 /2" R 8' Min. CURB DETAIL SCALE: 3/4"=1 '-0". 1" chamfer (typ.) 1 o'-o •• or 12-0" ~,--=-'------- Alternate location for required Const. joint. ID Q) -0 z Q) Q) (f) 1" er. (typ.) • +4x1'-6"@ 18 • ~tt--+4 cont. tot. 6 7111---#4 10" @ 18" c;--i iu--#5@ 9 • See Note H 6" min. 5" " / #4 cont. @ 18 , tot. 4 min. 'r - '----Required cons!. joint. . 5•,,s • Q) Cl .. "C 0 ·.:: -..Cl -• C: Q) Q) -E ., >, .. ro g a. 0 -" 0 Q) -.. ·-::, E-·-" .J ::, .. -(/) Cone. deck .> • #4\1 @18 \o. See Curb Detail Concrete 11. 7 cu .. ft. per' foot. ' 1) each side of joint I/ • ?eek jt. width 11 'I'\ l/ ' [ / • I I l I [ I " 0 ,I (\J 3/ 4" x0-8" H.S. bolt or - . threaded rod with hex. and lock washer (galv.) (wrench tight) .• 2 3/4" 4"· TVl?IE SCALE 8" i I -T.S.2x2x.1875 structural tube ELEVATION PLAN SCALE: 3/4" = 1 '-0" Type II Post T .S 6x2x.25 structural tube 174". r 1"x1-0" H.S. boit or threaded rod 6,, , with hex. nut and wash-e( (galv.) 1~ If II RAil -· 1 1 /"2" 1'-0" g" p p p Edge of deck SECTION A A SCALE: 3/ 4 "= 1 '-0". ,, I! II 1, I 'I ,, I '1 I• ,,. Ill I! ' " p I 11 f' 11.,. __ -- 4" typ. I ' ' ' g" v ' < ( GENERAL f'.!OTES I ' A. For hand railing notes and details not shown, see "Tubular Hand Railing" sheet 8. Dimensions will vary with cross slope and with certain thicknesses of surfacing. See bridge plans. C. Walls are to be backfilled before railing is placed. D. Clearance to reinforcing steel in curb and railing to be 1" except as noted. Longitudinal reinforcement to stop at all expansion joints. E. See Project Plans for electrolier locations sheet F. See Bridge Plans for limits of Tubular Hand Railing. G. For Electrical Details, see Plan sheets H. A minimum of 4-0!..5" round openings are required for future or existing utilities. Openings are to be sealed at ends if not used. ouct forms are to be tied down. .• 1/2 ' 0 3 Inches on original dra\"Jlng APPROVED 2 ~8.5 per' linea( fo6t. Fol' 12!-a" sidewalk width and 1. 7 o/0 EASTBOUND SIDEWALK TYPICAL SECTION Concrete: 10. 7 cu. ft. per lineal foot. Reinforcing: 29.0 lbs. per lineal foot. For 10!-a" sidewalk width and 1.7 ¼ deck cross slopto. • WESTBOUND ,!,IDEWALK JTD) ~befl ~eiit,,'William'Prost ® c511ssociates ~~ PROFESSIONAL ENVIRONMEN.TAL ENGINEERS & PLANNERS ~ P.O. BOX 2?190 • 1401 QUAIL STR!;'.ET. NEWPORT BEACH. CALIFORNIA 92663 l/N/!/£RSITY ORI!/£ BR/OGE Ol/£R BONlrA CREEK /'/100/F/£0 TYPE 2G BARRIER DETAIL. SCALE: 3/4" = 1 "-0". . .[S. (714) 833-0070 REVISIONS PUBLIC WORKS DEPARTMENT SHEET /5 OF f / I I ' ) i • __ i 1 1/16" X 1 9/16" SLOTTED HOLES (TYP.) ----..1 (SEE NOTE A) 5/8" R.-~-t-t- 2 1/4" ELEVATION 9• SECTION D-D 2· x 3/4" x o'-8" BAR 2 1/4" • <O ..... ~ 0 I • <O 2 112· W-.... ~2 1/4"MAX. SECTION G-G T 1 112· 1 1/4" 3/4" It 1/8" MIN THICKNESS POST SHIM DETAIL RAil POST DIET AILS TYPIE II SEAL WELD 0/ 1112• 1 3/4" 8" -5/16" It WASHER 1 1/2" HOLES a----5/16" R.. WASHER 0 SEAL WELD 1 3/4" SECTION M-M 1 1/16" X 1 9/16" • SLOTTED HOLES (TYP) ~::[J (SEE NOTE A) <O ..... 2· x 314• x o· -8" "" 2 1/4" BAR 2 1/4" ELEVATION 5/8" BENT PLATE • <O ..... ~ 0 2 1/2" -.,-__,_f-2 1/4" MAX • 6 3/4 !3114· j j3314[" SECTION N-f\l Al TIERNA TIVIE RAil POST DIET AILS TYPIE II 3/4" STUD TOTAL 1 PER POST. ATTACH WITH FULL PENETRATION BUTT WELD. (SEE NOTE A & SECTION J-J) FURNISH NUT & 3/4" N TYPE A PLAIN WASHER 6" 8" <t_ POST J 1 3/4" 1 1/2" MAX. OR MATCH DECK JT. T.S. 2 x 2 x;1875 SLEEVE l=-=-1= ... -=-~---=-=-~---~,-~~~==~7-"'"""1 ---------L_ =-=--=------.d...-- - STRUCTURAL TUBE FOR BARRER RAILING TYPE II ONLY 1'-6" I ROADWAY FACE r----~--=-------1 OF TUBE ~3/8" BOLT & LOCK WASHER PLAN TACK WELD 3/8" NUT INSIDE OF SLEEVE FOR 3/8" HEX BOLT WITH LOCK WASH~R. ~+~ 7 (TOTAL 1) SEE NOTE B ~ r • 2· I 1 •-0· I SLEEVE FORMED OF 3/ 16" BENT THUS f--~--=-------, fil FOR SLIDING FIT INSIDE OF RAIL TUBE NOTE A: 3/8" STUDS MAY BE USED SLEEVE . j£POST 1-3/4" (J\..c, · ----3/4";;sx 2 1/2" STUDS '] -ATTACH WlTH FULL ~ PENETRATION BUTT WELD TS 6x2x.25 STRUCTURAL TUBE STUD BOLT DIET AtkS= EDGE OF SLOTTED 1/2" HOLES NEAR & FAR HOLE\ 6" 8" ' RAILING SHIM SECTION J-J 1/4" P ---- RABL CAP 1/8" MIN. thickness 1 -,.,., ,.. .... • .. IN ,-. -'° ' 1· • 'St 3 112· ..... ~ RAILING SHIM DETAIL fi ' 1/8 60° G --------r ----------r j . I I I I I I • : :--.BACKU I I 3/16" I I I I TIGHT I I _______ r 1-______ _ PLATE 1• MIN. 1T-------1:tt" WITH 2 x 2 TUBE IN LIEU OF 3/4" STUDS. DECREASED POST SLOTTED HOLE SIZE TO 5/8" x 1 1/8" AND USE 3/8" W TYPE A PLAIN WASHERS. SIDE SLEEVE FORMED OF \ 3/ 16" 12. BENT THUS: FOR SLIDING FIT INSIDE OF RAIL TUBE. SEE DETAIL "B" 112· MAt OR MATCH NOTE: CONTRACTOR MAY SUBMIT ALTERNATIVE DETAIL FOR APPROVAL TYPICAL FOR 2" x 2• TUBE ALSO. cir SECTION S-S NOTE B: 3/8" HEX NUT TACK WELDED TO INSIDE OF SLEEVE MAY BE REPLACED BY A DRILLED AND TAPPED HOLE TO ACCEPT THE 3/8" BOLT. TACK WELD 3/8" NUT INSIDE OF SLEEVE FOR 3/8" HEX BOLT WITH LOCK WASHER (TOTAL 1) (SEE NOTE B) SLEEVE I\ 33/• i ~ I~ DECK JT. 7 7 -SL ~ I e- I EEVE 3/8" BOLT-L ___ -~----- PLAN DIET All A TUBIE SPLICIE '----ROADWAY FACE OF TUBE TUIBIE WIELDIED SPLICIE __ ,.-•····------ • -· --------.r -~---------------·----, ... -. -_,---·--•. . ., /0' or 12' . -.,--. --------------,-· .. ( ·-c (4s Shown on P/ons) C I Wingwoll Borr/er •, ~ , orgs. ' JI Cl ,, 3 e 8 o.c. Longifudinols ti@., • ------~--__ 1_ .3 8ac. __ 2 _____________ /2• ~ , ZOPel7 Jf..ctll · I-\ Top of' Sidewal,/ 3/'MdsPc \ , . "' . -. -------------.,... _____________ , o· .3- ' • I ~ ,fr",$Y//,:,,y ,,.,,;_..,..,,,,,,,,,,._'7'// \> --", ; ' % , I I SECTION ' {,4bufmenf £L.£VATION 8ockwa// 9UANTIT!ES: Slee/=-900 Lbs. ' V \ . Concrete, 9 CY. ARTICULATING SIDEWALK DETAIL .• ( E9sferly Abufmenl Only) ·-•••••••. • ... >'--· ....... --.. ·-•· .... "'l ··---. ____ ,..->-___ , ... _)· .. J 1/2 0 2 3 Inches on orlglnol dro\"Jlng APPROVED UNIVERSITY ORI//£ B/?100£ _ ~bet1 '7Jei11,,'William'PrlJst Qi}, c';11.ssociates 1-----1---+--~----------1-----i ----------OVER BONlr A CR££ k ~ ~ PROFESS,ONAL ENV,RQNMENTAL ENG'NEERS & PLANNERS , TYPE II RAIL DETAILS ~ Po sax 2590 • 1401 auA1L STREET NEWPORT BEA.ci-1 cAuFoRNIA 1)2.66~ fill-3-·l_l-87-1-J-,F.-. -l-Ad._b\_e_d_A,,_h_c_"_la_f_in::_9_s,_o'e_w_o_lk_d._e_fa_il_+--+:,;DA,;cT'.;;~~===;~;;-~~~~~.::'t------------:---,--------, .[J. , ,,, , anoo,o 1-DA_TE_J__B_Y _j_ ____ oE_s_cR_1P_no_N ____ ..L.AP_P'_D.+.':';~~~~✓-~S.o"'w;""/d,'°'"a~-~ CITY Qf tJE\'JPQRJ BEACH DATE / j PUBLIC WORKS DEPARTMENT SHEET /(, OF 2/ REVISIONS ., I ~I 1 ' ' I ' H.P.S. LUMINAIRE WITH PHOTO ;U_J('.~~E:::~;~~~ ELECTRIC CELL (150 WATT 16,0;;-0 L) G.E. TYPE M400A.C.0. A.M. ELECT. 250 OR APPROVED EQUAL. ENCLOSED AERIAL BALLAST TYPE III DISTRIBUTION. AMERON CAT. NO. 1-C2-23-JS6 OR PUMCO CAT. NO. LD 7003-J CONCRETE POLE OR APPROVED EQUAL.---~ ELEVATION (0 -' a, N TYPE .Til BRIDGE MOUNTED .• AFTER PLUMBING STANDARD,GROUT ALL AROUND BOLTS.FINISH WITH 45° SLOPE. PROVIDE 3/4" DRAIN HO Lt AT LOW POINT LEAVE VOID TOP OF FINISHED RAILING GROUTING AT ELECTROLIER NOTES. I ANCHOR BOLT OR STUD LENGTH SHALL BE SUCH THAT THREAD EXTENDS 1/2'' MAXIMUM ABOVE NUT ON LEVEL BASE PLATE AFTER GROUTING. 2 ELECTROLIER ANCHOR BOLTS SHALL BE HELD IN POSITION FOR POURING BY MEANS OF ANCHOR PLATES AND SUITABLE TEMPLATES. DEVIAT(ON FROM THE TRUE POSITION, VERTICAL AND HEIGHT, SHALL NOT EXCEED 1 / 16 ". .• .• w"' w 5 (/) z V (TYP. L ANCHOR PLATE FOR IMMEDIATE INSTALLATION I -,----.------:,,,----...,,,,-----; ---~ = a.: N>-f- 3/8" STEEL PLATE. DRILL 4 HOLES AT SPECIFIED BOLT CIRCLE AS SHOWN 12 1/2" DIA. BOLT CIRCLE ANCHOR PLATE 81/2' SQ. • ' .. ~~;-\_j_-.. ~--12 1/2'' DIA. B.C BASE DETAIL [AXIS OF LUMINAIRE ARM 11/4" TYP. ·' ·' APPROVED GJ?r!befl GJ1eiI1,,CW°illiamProstCiil, c'jlssociate~-+---t-----------+----1 UNIVERSITY PRIVE CH/OGE. PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS PO BOX 2590 • 1401 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 92663 (714) 833.0070 PLANS fREPARED UNDER THE SUPERVISION OF DATE BY DESCRIPTION APP'D. DRAWN J.G. OVER BONITA CREEK ·rYP£ .IF LIGHTING DETAIi. S CITY OF '~JE\'lf PORT ~E'ACH PUBLIC WORKS DEPARTMENT SHEET/J' OF 21 l T' T j ' I, I ,,, . • 0 -----~ 111 _._ ___ ,_. ~ c 'ti ~ c:, 8 :§ ' 1::1 'I ~ Coal en/ire surface or oi/es af Abulmenf 3 6nly) :U1fh · Kopper 300-M • far fhe lengfh . shown below. --~ (\_ 'ti ~ c:, t; :§ ' 1::1 -' ~ Pile fip___/ AL.T£RNATIV£ :,r· ALT£RNATII/£ ~y" BITUMINOUS SL IP COATING FOR ALL PILES AT A8UiM£NT # .3 {ONL. Y} Thickness of" cooling shall be 25 mils. minimum applied in fwo or more cools. .. PRECAST PRESTRESSED T + 3/8" max. Precast Prestressed Concrete I • CONCRETE -----~,.-----I . a P•123,000 lbs. min. As•0.608 sq. in. min. =;P,9 WITH STANDARD 90°HOOK TOTAL 2 ( BUNDLED) GROUTED I':-~~ I z . :;; • • -N I ,."--\/ / II I- [ T _ 318,, Ir-----.... ~6 x !4'-o MIN MAX. TOTAL 4 T • 12" MIN. P=160,000 lbs. min. As= 0.790 sq. in. min. SECTION X-X SECTION Y-Y rn rn ~ ~ Ql ·-Q) a. L... g ~ 0 -~ a""#6x 14'-o" IN 3" DIA. HOLE CAST OR DR! LLED INTO CENTER OF;? --~o~z 7::;; -3: ,--0 <tj~_j 11 ·~ J-----~~~}=~::~=!c:=-1~---- ·111~ 111---;:r N ' .·· I I I I I I L----1--1--Octagonal or circular section, optional. 0 N1 G"' Ql -Ql ~ Ql -Ql , ·v #5xl2'-O"TOT.6 INSTEAD OF#' 6xl4'-0"TOTAL4 ALTERNATIVE PILE ANCHOR FOR PRESTRESSED PILES ,<) G " -C: C: 0 Ql (.) , E 'O >, : rn Ql 0. "' r/) y ~ Ql 0 ~ --r/) .c: Ql -~ Cl a. C: -Ql _, "' rn " Ql ~ a. ~ -0 C: C: Ql 0 A E " ; >, 'O rn Ql 0. r/) 1; ~ r/) 0 Ql -~ -.c: r/) -Ql Cl ~ C: 0. Ql -. _, "' ,<) rn " (d Ql ~ a. 2'@2 -. 2'@2- I 1 AL TIERNA TIVIE "}(,, AL TIERNATIVIE "V" PRECAST PRESTRESSED PILES: P=Prestressing Force @ anchorage If section used is larger than the min. section shown, then •p• shall provide 860 p.s.i. min. As= Minimum Area of pres tressing steel reqt1ired. Concrete Strength: fc @ 28 days= 6,000 p.s.i. (Alternative 'X") 5,000 p.s.i. (Alternative •y•) f'ci @l transfer= 4,000 p.s.i. Lapped splices in spiral pile reinforcement shall be lapped 80 wire diameters minimum. Spira I pile reiforcement at splices and at ends shall be terminated by a I35°hook with 6"tail hooked around a longitudinal bar or strand. 2"clearance to spiral reiforcement shall be maintained if section used is larger than the minimum section shown. '/ ~1g . 1-rf-= • ~befl G/Jeil/,,'William'Prbst Qi/, c!;li.ssociates @ ~ PROFESSrONAL ENVIRONMENTAL ENGINEERS & PLANNERS ~ P.O. BOX 2!590 • 1A01 OUAIL STREET, NEWPORT BEACH, CALIFORNIA 92663 LS. (714) 833-0070 DATE .. . BY DESCRIPTION • T 7 ~ 1/4" max. -~ - ' ..:-\I ,i I l ' Backup plate -I> SQUARE GROOVE \ j ---...... 1 "' • 45° I \] /\v • I\ ... • -' . -r, ..> \' .. , ' . . --1-~ 1/4" · ~ i..:= SINGLE VEE-GROOVE SINGLE BEVEL-GROOVE Notes: 1. Single Vee-Groove and Square Groove permitted for all positions. 2. Single Bevel-Groove permitted for horizontal joints only. PILE WELDING DEYAIL-BUTT JOINTS / Lowest mat_. of rein! . . 3• for concrete pile4 j ,,, cutoff line ,....------..-------1 ------ Plan footing elevation J 7)c-+--l'r\-v.::..-,,-_-h>--0+-+\,,-7-_--,:.,......, . :, . . APPROVED DAT' • - co Pile type to be as designated elsewhere. PILIE IEM~IEDMIENT DESIGN LOADING CLASS 70 • 70 TONS I 1/2 0 2 3 inches on orlglnol dro\'1lng VNII/ERSITYORl/1£ 81?/0tiE OVER l!JONl"TA CREEK PIL£ O£TAILS APP'D. I D SIGN!,',_ . p. DRAl'/N ~ ~J.Saldana CITY OF ~JE\IIJPORT BEACH . '------------:--.....:-------------------:---------------------""""."--------------.!-----------~--------' _______ ..J...,.... _______ ·:.:.R::.EV:,:i:::_Sl:,::0::_:N:,::S ________ ,:tw::iicHbCK.).~S! !71 DAT}/ 85 I PUBLIC WORKS DEPARTMENT SHEET 18 OF 2/ -I .. I I • I I _j 15 71 - 241- t ·:·: :;~ rc,,~1-_-1:~ :,: ::; Sea level O -+--+:,ii-; ~:i-+:+-, --1 ' ·:-: • I--.-.--!·;' \ 4 1-!, ., -10 -15 r~•/9 .:;':::~/:II@ .:·:: : ~.'-: -{!5-1--+_~ ... ~ ... -... _+---1 .... :,·,, •'• ~, I - -3 0 +----I -3 5 -+---+--+-----I -40-+---+--+----I -45-+--+--+---I -50-1--+--+---I -55-+---+--+----I -u,0 -+---+--+----I -G5 -+--+--+---1 Fill Genero//q Gray Sandy 011d/or Cloqey Silt Shale Rock of boffom o/c rill t3rown S11/fy Sand L/9hf Brownfo Groq Sandy Cloy. Gray Sand Occasionally Silly. Oorf Grey Silly very f'ine Sand ond verif f/ne Sond,1 Sill. ) ) IC 0 20 40 GO NUMBER OF BLOWS PER FOOT Percenlage or_~~ Moisfure ~_O_r_,·u Densify (P.CF.) Sfandard Penefrofion 1 14 /9.0 w 114 / Tesf(Blows Per roof)~• !9.0 ~%~A-~ 511/ly Clay, Sandy Clav Adusfed Blow Counfs For ///1❖-~C.c..,.layey Silf f-//ery JJJu~f":/:}"'lc,4!;'::f ~:~':;~ofion I/:/.\j Cloye{I Sand And By a Roho a/" 4/9 to (tA:~l<l----"Sc:c:and Provide on Appraxirnale }'}(;'!(; Equivo/enf fo !he SPT. :_-//\: V Ground Waler a Surf'oce 8/;4/85 ? ~~ ? !) J! ~:IQ ---=Sc'--'1/f!jSand and ',". •; •,) Sandy S11/f 14-----=S'-:--'ill and Silly Very Fine Sand llEGIENID 20 1•==' =-t',:::;,:;T===tit.''--~~ Compacled n!I Dork ~ Gray Silly Cloy 15-t---t-7'--r---rt------f V~/ V,1// Compoclcd /=ill Yellowish ~ 8rown S11/fy Cloy. 10 t-;:V.,,;;:J/:::;::7t\:Z:_+,., ':?'.::t~;:3 ;--1 .. ,;; -,:• :', (! l'15129 -30 3513/ -35 13G 1881 (<'7129 tw -40 3313/ -45 25 -!35 75,za 'v G.O{G. W. S,) ~ 8/13/85 Lighf Brown fa Greenish Gray Sond and Sandy s,11. Generally Greenish Gray Silly Clay, Buf w/lh Lenses or Clayey or.Silly Sand. Greenish Gray Sand, Some Sill: Greenish GroySilfy very Fine Sandy Stll, Generally wifh Shells. . \ ~"' I\ '). ' b I I [ \ 0 20 40 60 80 /00 NUMBER OF BLOWS PER FOOT EB B-5 I "} I B-10 EB '20-+-----~ ''--1' ~--hrrr-r+'''-----li1' _Uncerfified fill. Generally 15 5ilf/! SondyS11/f, bul wifh Layers of' Silly Cloy ¢ C/oyeyS,Jf . 10 -+--++t-H+-----1 Brown Sandy :5ilf 'v(G.W.S.) 7.0 5 -+'--'2~'=23+'.;!--' -ha:.'H+----l .. ~ :: -5 -25-+"'~"'--8 l.c,c324-+-++H-----I ' = 8/14/85 Liqhl Brawn Silty Sand Greenish Gray SJ!fy Clay, w//-h Lenses or Cloye_y or Silly Sand Greenish Graij Sand Greenish Gray Silf_y Yer_y F;ne Sand p Yery Fine _ 30 +-"1'=✓129'-!+l+++'qr.1""&-'--I Sandy Sill; Generally Wifh Shells. -35-+='•"5=• 13""0-++H-++----I -45 177130 -50 189128 -55 1891?8 9&l -GS -+--++t-+++-----t TE l7ool _ lO --'--=-""'2esB'-LLLLL-"' 17o2J110,,,'0.L......J ' [8183= i1 I ) C '\ ) I 0 20 40 GO 80 100 NUMBER OF BLOWS PER FOOT ~ 1sq===i;;;;; '":;:J---f"7;;~·--~ • . UncerliFied fill Generally '.'' -, Brown lo Gray Silty Sand •: -·' Some_ Cloy ¢ Rock Froqmenfs. 10 r,,,--,--,-1,.- (14111, j ,_. _':'~ -30 -+--+--+---< -35-+--+---1---1 -40-+--+--+----1 -45 -+---+--+-----I -50-+--+---1---1 -55 -+---+--+-----I -(d} -+--+---1---1 -70 ~--"----1-~ Ton fo BrawnSand Grotj £nferbedded Sandt/ 51/f Gray Sand Greenish Gray S/!f W1lh Some C/oij. Gray Sand l 0 20 40 NUMBER OF BLOWS PER FOOT 18s= i1 (0) Esfimofed pile lip /'or all piles 1s e/eval/on -49 .'( APPROVED PILE NQ I 2 3 4 5 C, 7 8 9 /0 II 12 13 14 IS JG 17 18 • 19 20 21 22 23 24 25 2G 27 28 29 30 31 32 33 34 .35 3C, .37 38 39 40 4/ 42 43 44 45 4G 47 48 49 50 51 52 53 54 55 se, S7 58 59 GO GI C,2 G3 C,4 G5 GG B.(i'EARING ENERGV,Y,~ TONS) 8LOWS, A f'ILE BEARING ENERG//4 NO. (TONS) BLOWS 'Ff. 2,72 47,000 C,7 230 49,500 174 49,500 G8 230 45,080 4G4 5/C,80 C,9 179 45.080 204 51,GBO 70 198 45,080 171 47,300 71 1.99 45,080 173 47,000 72 225 4.5,080 191 47,000 73 209 45,080 • 22(; 42900 74 193 45,080 227 45_080 75 205 45,080 174 42,900 76 215 45,080 258 45080 77 228 47,300 173 47,000 78 258 47,300 193 45,080 79 258 47,300 2// 5?G80 80 237 47,300 /93 47,300 81 288 47,300 233 45,080 82 280 47,300 /77 41,250 83 257 47,300 212 51,GBO 84 20G 45,080 150 45,080 BS 233 42,900 /79 42,900 8C, 193 45,080 193 45,080 87 18G 42,900 2/?G 47,300 88 25G 45,080 182 41,250 89 272 42,900 /83 38,000 90 290 42,900 215 47,300 9/ /~C, 45,080 205 45,080 92 ISO 45,080 188 41,250 93 214 45,080 195 4?,900 94 227 47,300 205 45,080 95 215 47,300 /93 45,080 96 215 47,300 217 45080 97 245 45,080 230 45,080 98 24G 45,080 245 45,080 99 241 45,080 !?23 45,080 JOO 245 45080 133 45,080 /0/ 233 45,080 250 45_080 102 2GG 45,080 148 47,000 /03 197 45,080 255 45,080 /04 227 45,080 234 45,080 105 208 47,300 232 45,080 !OG 177 47,300 225 45,080 107 -J.~ 3G 47,300 24G 45,080 108 141 42,900 218 45,080 /09 243 4Z,900 218 45,080 1/0 195 42,900 225 45,080 Ill 204 47,300 239 45,080 112 175 42,900 280 47,300 //3 180 45,080 309 49,500 //4 /(;5 41,250 297 47,300 !IS 182 41,250 245 45.080 1/(o 170 41,250 173 47,000 117 190 42,900 173 47,000 //8 175 38,GOO 233 45,080 /19 22G 4/,250 21I 45080 120 219 42,900 215 45,080 12I 221 45,080 170 42,900 122 230 45,080 29G 45,080 123 23/ 45,080 2S7 4Z900 124 219 45,080 ?GI 42,900 125 229 47,300 235 45,080 l2C, :ll' 19 47,000 225 47,300 127 /97 47,000 225 47,300 128 /(p/ 39,GOO 255 47,300 /29 197 41,250 275 47,300 130 198 42 900 238 47,300 !31 /9S 42,900 157 47,000 132 !GO 47,000 1/2 0 2 3 inches on original dro\'tlng ~ ,rg UNIVERSITY OR/VE/JR/OGE 1f_ • <i?.qbert f;lJei11,,CWilliam'Pros~ ® c';llssociates -1---t---1-----~1---------11----1 -----~-O V £ R BONITA CR££ K ..l.!@ ;gs. PRO~ESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS ', DAT• I.OG OF TEST BORINGS ~ P.O. BOX 2.~90 • 1401 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 9266:3 ~--------t r, (714J a::s3.0070 1--l----l--------------J----t-,D-=:-f;SIG.-:-:-N:-::-:ED,----,-::-DR::-:A-,,,WN,,.---;--------------.-------t ~ DATE av DESCRIPTION APP'D. -1, __ , n:o. J.Saldafio CITY OF tJE\'IJPORT BEACH REVISIONS CtlE~KED,_./' L DATE I. -PUBLIC WORKS DEPARTMENT Yf~ -;,./IX ///,ffJ SHEET /_9 OF 2/ I C:j , 11 r ' I . ' .0 \ \ / ' \ ~',,,\ i ,/ ,,,' ~- ; I ! ·1, ' . I • ! ' .. 3CJ 30 --------~ -------- 2/J ~ 1445 L,, 3C, "II✓. W. 0 . . -,-------- 3o" Oeep Lt"qhf Slone l'ocing . . 10 . . . . 30 . . 30" Deep Ligh/ Slone lbcin_g 0-+----·-------------------------------~---------------------------------------e;-+-------------------------------------------------------- 30 2/J /0 13.58 9' (Typ.) ~ I I I EASTBOUND NOIATHEIAL V SIDIE. . . 40 2"4.C. 14.37 10 WESTBOUND NOIATHEIAL V SIDE g' (Ty,,o.J "4:?'A/.C Wt) 30"0eep L.,qhl Slone racing o-~----------------------------------~-------------------------------------/!--+----------------------------------------------------------- .• EASTBOUND SOUTHIE.Rl V SIDE' .• .• WESTBOUND SOUTHERL V SUDIE 1/2 0 .• 2 3 Inches on original dra\'1lng • APPROVED UNIIIERSITY DRIVE BRIDGE . ~bet1 ~ei11,,WzlJiamr;prost Qi?. c§lssociates 'DiJ. PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS • ~ P.O. BOX 2~90 • 1401 QUAIL STREET, NEWPORT BEACH. CALIFORNIA 92663 . ~-------1 ACCESS ROAO X-SECTION OVER BONITA CRE.£K .[S. (714) 833-0070 DATE BY DESCRIPTION APP'O. DRAWN J. Sa/dona CITY OF tJE\'tlPORT BEACH REVISIONS DATE 1//J'J PUBLIC WORKS DEPARTMENT SHEETZ/ OF z I ( . ' ' -i I 'Ir ' • ,-.-. 1