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HomeMy WebLinkAboutH_5095_SI> CITY OF COSTA MESA VICTOll:lA . .. r-, :!i ··-·+ ' "'" ;: ,. \ ~ /"•) lf ' ' '·", -f ,, .. " C SITE VICINITY MAP ST • 0 • • < ' ST N U C , ,o -. '\ ......... ✓ \ \ ' \ PAClflC \'I! M!MOl!Al , ... I{ • --..:;,'--_,:,1'1..,_11,... -\ • I -.... _ _. _..., I --..::::: --1' O C t ::,Jc. ~♦ _,,~,, ... .., ---:::_~ C! -. ~... -...... 0 \ 'I/.,. -...... ~~ ) ¼ 0 ,,. ½ ¾ 1 ~-,/' +41- 1- GRAPHIC SaCAlf IN MILES SYMBOL LEGEND ... POWER POLE 0 MANHOLE 'O' FIRE HYDRANT □ METER BOX -0-VALVE E-POWER POLE ANCHOR ~ MONUMENT -J<-x-FENCE BLOCK WALL '67 TREE /J'-,'r'2 SHRUBBERY ,,,v .A_,,,,.,_,,,...., ASPHALT PAVEMENT ~.1%g BRICKWALK L::i:.c.c;J CONCRETE ~ j w-'-""'-':4 BUILDING EXISTING CONSTRUCTION NEW CONSTRUCTION ---t-CENTERLINE -··-s-SEWER LINE -----w-WATER LINE --G-GAS LINE - -£-POWER LINE -TEL-TELEPHONE LINE -rv-CABLEVISION LINE -SP-SPRINKLER SYSTEM M STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY NUMBERS NUMBER 634-0251 973 -5491 EXT. 54209 537-4470 CITY OF NEWPORT BEACH (SEWER 8< WATER) 640-2221 644-3732 AFTER 5 P.M. COUNTY SANITATION DISTRICTS 540-2910 ' ' NAME' PERSONNEL MR. JOHN McMANN MS. JUDY BURNETT MR. GILL GOMEZ MR TOM DAWES ___________ _ _ __ 1 --··--··--TE.L_E_PROMEJ_ER_COBf>._9f'__N EWl'OR.T ... B.EAC H~ __ ,6.'\2s_3 2.6 o ___ _ _ ________ MR. __ CHARLE ___ .ROMAN _____ _ CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT IMPROVEMENT PLANS FOR LIDO ISLAND BRIDGE REHABILITATION C-2345 APPROVAL CITY OF NEWPORT BEACH ~~. f/,.'-._ DATE 9-2:2.-e, ,. _______________________ , WILLIAM M. SIMPSON CONSULTING STRUCTURAL ENGINEER 2222 NEWPORT BOULEVARD NEWPORT BEACH, CALIF. ~2663 (714) 675-6110 SHEET INDEX I. TITLE SHEET 2. TOPOGRAPHIC SURVEY 3. KEY PLAN & SECTION 4. WEST SPAN (PLAN, ELEVATIONS & SECTION) 5. CENTER SPAN (?LAN, ELEVATIONS & SECTION) 6. EAST SPAN {?LAN & ELEVATIONS) 1. WALL ELEVATIONS (wEST APPROACH) 8. WALL ELEVATIONS iAsT APPROACH) .9. SEISMIC RESTRAINERS ~LAN & DETAILS) 10. WATER MAIN ELEVATION (ELEV. DETAILS & SECTION) 11. WATER MAIN DETAILS (pETAILS & SECTIONS) --l-_; -l I ' ' :_ ----1 -1-- T i--.. i:~ ---1 ____ , I _, ----; -r-1 :1 --1 -___ J ' I . L-·-f - ,1 ,- :·-+ :·::-;__.----r-1 ~f----------? - -i -----1-----r 7 , ' I l ' -_, -. ···• _-,_; .... , --1-·-·j i--. -! --I li -----, L '. ' I - _f ; • ; .........:J""'.:_"" 1 --):. ·_:·_\_ ------f I - ' I I - -F .,____.....___. --,---- __J --1 --, =--1 __ ,_ -~ • :-,-_,, i 1----:::: t---; ! 77NCf/ e: ]3 FEEi-7?-J__ ~ -_: :-- HORIZON-rAt:. _ ~C:A{.i;-·:_JG«i:1:fj ,::: 2C{EJiiET -l ! EXISTING BRIDGE PLAN NO. TRACT 907 EXISTING PEDESTRIAN BRIDGE PLAN NO. R-5294-S EXISTING WATER _ MAIN PLAN NO. W-5154-S \\ s \ 1· \ \~ s ~ --------"-----------·" \· \ \ • \ \uJJ LEGEND TW B.W. C.J. E.J. B.PIER TOP OF WALL BOTTOM OF \'VALL CONSTRUCTION JOINT EXPANSION JOINT BOTTOM OF PIER • Fl.AN ' ' ·-' ' ' i ---i t····-··.1 - I ' L ! J~ 7 -' ----;- ·---------, ~~-- --: . l 1 -' ' I I . I I . SCALE: 1'~ 20' ' !-----i '' ' i ~ . I i : .-I ---l --+ I =l --i--..... - -t; ---1 ' ·---, \ -__ ·1 ·-=- . -j .• 1"" Fl.:OW'i=GJ,NE, i ~!::ti Sf.I 5:---+---7 '-'--I I I l I i f ·•::,~~~! ; -l ------, ,--- ' -_--__ ! d i -----i I ! -·-l ' t- 1___;_-··f ---' [ I l j -1 ~t ' ' •• 1 ••• I.... • I ----··· -+--- ~100.~ ' I -•--i - I '1 -I __ , -I I I 1101 ' ---i -·1-- - J ; -I _-i: ----_-l ----1• ---! ,_,, ___ ' -' •• -· """· •• 1- ···f • .. --·--+ ------f . :_r l -·-__:__i:: -! '' i :~·--•--i -,. ' I ----,-- -;·., . , ___ '," ~-'- ., ---.. ; ------' -----I------\ 1 _____; I -vl ····.+---~----- =-1 ---i- l i -r~ !-- - i 1-- -::~-:::·_~-----l- ~-7, _j - --1---, ---, --_j _J - j__ I j __ -_-_. ' ' - -,··: r· 1 • j__ -:.-i --\---- f::.::·T: -,--_, 1·· ( ----j"- --_J ;:· -1--, .x ' I -, --l ---_, ' ----j'"- ·---i ' _, --_, ' --j , __ ---' j_________l. ,~ l ---i ---1 I J ; 7 , _ ___,_ __ , ··---I I --t::__-1_ .-.:---1 ) POSSIBLE CONTRACTOR'S STORAGE AREAS V « / 7 /_ 77 / / / 7 / / 1/ / / y / / / / / / / / 2001 ± V +I 0 (\j -l 1--CONC., WALL ' 11' TYPICAL ' ' -_,___ I \ /' ,\ ') Li \ In I u u -,"--,., 0 ' CROSS SECTION ' I • --j_ ·-' I i '--·. _,_ ' I .L • -----j -----i-- -• I j·. I ::j I j : I --l I - -1 _____ ,_ --; --_, __ - --j_- ' --+ -1- --l - - -i , I ___ LJ c::-u-' -·· _ _j_---7 -➔---- ---, L· .t.-. _:_ _j__ • . ---! . !·----t .. -- _; - - -___ ; __ - -; -T ·-J;:. ---,- '---- -,-_;_ I • ~-7 --;---=;-- ' ·-~ -1---1 l-----1 -' -_, ' ------1 ' "' .... ~g i , I .. ::_, t ·· _: -I -i -1 +--- --i ,------f-•• ---1--' - -• -t --~---~;-_-- --~-1 I ...... _,, - ··--1 l ---4---➔ I 1-l)l:(~=----1 -NEW WATER MAIN /,~7 D.I. STL. P C-2345 MARK N83 17 77 ELE.V. Z2. 2/2 NE.AP. TH6 50//rHE.Af;T C.OP.NIEP. OF THIE l!,f',JD&E. OVER WE''!:,T /.JOO CHANNIJ.i.., l-1'-ADING ONTO /./00 /'!>I.E., 22,/!, l"Ui.T '!:,ol./rHEP.LY l"t<OM THE UNr"t',LINE' OF VIA /.100, /l.":, Ff!-Er E.Af>T/Et<LY l"P.OM THE. 'i>Of/TH/i.A.f>T CORNl'-R OF THE 5RJOGI!,, TO A 'i>l'-CONO N3UrMf!-Nr WHIU/ '"' G,,[; Fl'-1'-r WGf>TERLY FAOM TIil'-EAf,Tf!-Ri.Y E.NO OF rHe. GONC.P.E:-;e 8ANNl'off3R, '5 . .3 FE.er 60UTH£.Rt.:Y FROM THE C.ONCRE.12 8ANNl'On;A~ '&E.f--ON 70P 01" TH6. -$£COND -Ae.UrMeNT. l---~--1-----------------t---t APc/J 12 Jtr~ LIDO ISLAND BRIDGE REHABILITATION DATE BY DESCRIPTION APP'D. REVISIONS PUBLIC WORKS.#~~TOR R.E. NO. / ~ '- OAT" t,/;,li!.'/d'S DESIGNED C.H. CHECKED DRAWN DANG, DATE TOPOGRAPHIC SURVEY CITY OF NEWPORT BEACH -H~5095-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 11 i ( \ I ~J) NO .....D --vl I tf) -r-- 0 C\J 0./. PfPE 31-0" STL. PIPE 2'-s" NOTE N.W. CHEEKWALL WALKWAY PIERS PLAN VIEW AT N.E. CHEEKWALL OPPOSITE. HAND ' " H II VIEW ROTATED 180 DEG-REES ALTERNATIVE STEEL PIPE ONLY N. W. CHEEKWALL PLAN 5-11 EAST 5'-2" WEST D.I. PIPE -N. W. WINGWALL N.W. CHEEKWALL B.F. CAST fN PLACE TRANSFORMER PANEL WEST ABUTMENT (s.w. CHEEKWALL ~ 8.F • REMOVE HIGHWAY BULLS EYE TYP. (FOUR PLACES) S.W. BUTTRESS - P.I. ' 62'-011 111-& 34 ELEC. CONDUIT l!. P.B. LKWAY PIER ~ LOW ----NEW WATER MA/N EXTENDED 3'0" MIN) THROUGH BUTTRESSES \_ GLU·LAM DECK --:=:.WALKWAY}=:----• ---i:o .. 0 (WEST SPAN EXPANSION JOINT -• Q I I 0 P. f. DECK DRAINS (TYP.) CAST IN Pij.ACE FLOOD LAMP TYP. ~t. I 1/ •• S.W. WINGWALL P.I. ~ PROVIDE & INSTALL 1/s" GALV. COVER Fe. PAINT TO MATCH PROTECTIVE COATING 8.F. = REMOVE EXIST. PULL BOX OR FIXTURE & BACKFILL VOID TO MATCH ADJ. CONC. PROTECTIVE COATING SUMMARY ESTMATED AREAS OF CONCRETE SPECIAL PROVISIONS SUBSECTION 311-2 BRIDGE: PIERS : EAST ABUTMENT &. WINGWALLS : EAST APPROACH ' WEST ABUTMENT l!. WINGWALLS; WEST APPROACH ESTIMATED TOTAL AREA = SQUARE FEET 23 260 2750 2 670 I 130 2460 I 140 33410 8" C.I. SEWER 6" S.H. S.C.G. -CURB FACE ·;THE UNDERSIDE OF CONCRETE SLAB BRIDGE DECK SHALL BE CAREFULLY EXAMINED6AND ALL CRACKS EXHIBITING RUST STAINS OR THER SIGNS OF CORROSION SHALL RECEIVE CRACK REPAIR BY EPOXY INJECTION APPLICATION (TYPE D CONCRETE REPAIR). TEMPORARY SEAL AND ENTRY PORTS SHALL BE INSTALLED OUT TO ONE FOOT ALONG CRACK LENGTH BEYOND STAINS IN EACH DIRECTION.-..._ PAVEMENT • SIDEWALK~- 12" C.I. WATER 5,, PT.T. 4 P.V.C. \ NEW WATER MAIN _,--2"<t ALUM. PIPE GUARDRAIL GLU-LAM DECK f-----GLU • LAM GIRDER : z ow _, 2 (\j .,: z -----STL. FLOOR JOIST w8x20 L--~rnr-.<:--------1._L_..LJ-------,;----------L~~-------L-f--c-;;,.L___Ji:-, _ ___,LI----__ GIRDER 2" P.V.C. GROUP W CABLE T.V. STL. HEADER BEAM LATERAL BRACING _ _j ~--<'.'..._ ..,.__ORNAMENT wO > O::;; 20 w Cl'. Cl'. "- 2 --4" P.V.C. S.C.E. 2" GALV. P.T.T. CABLE .J -----2. ;?;' P.V._C. S.C.E ABANDONED 7 / 83 / ABANDONED 3 /83 fE~~~tE HANGERS ) SECTION 38' ~ I' -011 1ae'-o" s2'-0° STREET LIGHT AT CENTER OF BRIDGE REMOVE HANGERS a. P.v.c. A -A 1 ./ 2" ~ ALUM PIPE G.UARDRAIL 62' -o' NOTE: REMOVE ALL OL D I HANGERS THAT ARE NO LONGER IN USE. I I N .E. WINGWALL N.E. BUTTRESS WALKWAY PIERS BELOW -~CCC::::-- I I --------------------- 0 EXPANSION JOINT 0 .s. -=====-----2" <f, ALUM ------=::==:-::::: --PIPE RAIL --1-- c;,IDEWALK_) I ' ® Q.: :.J f- V) (?, -' ----~~~'f.-=:BR::l~DG~E;.-::.., _:+---------\------_j(t)L It) LEAST SPAN \ SIDE)YALK EXPANSION JOINT CURB LINE 0 0 B.F. ~tST IN PLACE, PULL BOX TYP. ,--\----PIER ORNAMENTS PIER NAVIGATIONAL LIGHTS CONDUIT KEY EAST PIER \_CHANNEL PLAN 0 / B.F. N.E. CHEEKWALL -- REMOVE 34• ELEC. CONDUIT & HANGERS----',\\ EAST EXPANSION JOINT 0 SCRAPE OFF/SANDBLAST MARINE GROWTH PRIOR TO ,APPLYING PROTECTIVE COATfNG-__.,.-- CURB r-- ABUTMENT ci (\J REcoNsT. swK. & T l'E-·"B" CURB TO CORRECT GRADE SIDEWALK DEMOLITION AND EXCAVATION AREAS FOR ' S.E. BUTTRESS -~~-----, APPROVED ~ .,: a: (!, I-' --, I-' Cl) 2 0 u CAST IN- PLACE ELEc· FIXTURE TYP. (3_(2). LIDO ISLAND BRIDGE REHABILITATION PUBL~E~K~ji-'W~ 1---1---1------------+---i !!!) 2'2 '4'3 .... DA1t.....=-=..:=.L.=.=:;___--I KEY PLAN & SECTION. DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED C.H. CHECKED DRAWN DANG. DATE CITY OF NEWPORT BEACH H-5095-S PUBLIC WORKS DEPARTMENT SHEET 3 Of 11 ) ) = 0 ' -(') (') . - = C\J ' I"- --:-) ~ ~ .... ~ - . " ( 2 <I> ALUM. PIPE RAIL II II II II / r§ 'V B --·i ' 'JC -r ,.._ ~ ~ -- / / , / ,,,,,,, ' , , _,,,,.,,,,_,,,, ' V'f~ ,,\ -' ! ELEVATION NW. GIRDER I " 1' O" 4 • • H \~ I ~ ~J__ I / EDGE OF GLU • LAM DECK l ~'N ~ ~ ~ \ I 2" <I> ALUM. PIPE GUARDRAIL , I I 2" <I> ALUM. PIPE I I RAIL 11 r+ /', E~,~~ ~~G -u w :ci.,o ~ ' \ / II II II 11 1:1 v'Q ~]: - ., ✓ ,, / / / ✓ ' ' 6: i ~iWB X20 I .I • -++ / ~- -_J L ~· II 11 l -1. -[) 2 - -~ . , / ' ~ --.. I B 5 = (') ' -,, -"' ; i 'a "" ' ' I ·I -tt IT II HEADER CHANNEi /1, 1~·. (TYPICAL) 1A13 \ (§ I -\ _, • "' ' -- = I"- I • CX) ' l ·-v I"-·v -_,,, • CX) ' " 5-6 SIDEWALK ,......, \ \ \ \~----- ,-. -" -GIRDER 112" TYPICAL COVERAGE ON ANGLE -.----,.,..,.-+-1 BRACING = '<t ' "' . SLOPED SIDEWALK 12" I"- 4' <I> DRAIN HOLE WHERE OCCURS ~ FLOOR JOIST ______,., ' " 10 -11 PAVEMENT BRIDGE ::+I C\J t-- ~ /" /~~ -/~HO~~ -7 1B ~- /} 0 J/ ~. \\ CURB FACE \~ 11:) ' <r 'i:o I <r - . "© ' "<I' = 0 ' 1/") I I TYP. ' \\ \\ -" . u ' ' " 14-8 \ \\ " \\ EXPANSION JOINT j N ~\ ~ 0 \\ \ ' - HEADER CHANNELX·'~· I (TYPICAL) ·. /. §) ~\ WEST SPALLING 8. ' RUSTING ON INSIDE FACE e 1 "-1' o" 4 - • 19 I I ) -\_ -, ---;;, ,,., ~I ,/ ~ - -- c 5 ~NDERSID9 OF SLAB l - ' " 14-8 - I I I ' I ---- - ~--: ~ / I I .// ~ 0 ---~ --- ·~I //.~~-.. ~! I I SPAN ' @❖) ~ ) - )~ ~~ 11/1 ' ( \ ~ .-,,--~=/~/~ ✓ ,,. / ,, / ,, ,, ✓ / / _,,-___ ,,. ~ ./ / / / / .,,, ,, ,I' • ,. •• I/ I ~, I ~ "·" ~ L 1-0 i 10 I I i' r I _J i I &II GANGLE) I \ BELOW I I _J \ SECTIO \\ 3.f : I'· o" A ~ ' " ' " 14-8 14 • 8 \ 85. ~ r \\ 1 ' \ I ' ~ STL. BEAM ~ ----.7 ' I CUNDERSIDE) vv I I I I \ \\ OF SLAB w EXPANSION . r-~ '' JOINT ' ' I ,_ \\ i LATE~L BRACING ~ ~ -/' I !"'v/ \\ '~ ~7 0 /. '~ /! 0 -.. , I . I \\ ~ 7 ry ~ \ /, /.-£ I / //· ·~~ I • I I; ''\\ ·~l 1/ .• ~ I J; \ A ~ - rTOP OF CONC. j GIRDER RAIL ' I (8g) ) (~ I -€) 8 _@i0 / I / --~ . ,,. .-,, ,.,. // f/////////// /✓/////// / ..-/ ✓ / N LATERAL BRACING --~=::-:..-- h II A SEE REPAIR DETAILS ON SHEET 6 TYPE 0 CONCRETE REPAIRS . REMOVE EXISTING ''GUNITE": BLAST-CLEAN EXPOSED SURFACES; REINFORCE OR REPLACE DEFECTIVE STEEL STRUCTURAL MEMBERS AND/OR CONNECTIONS AS DIRECTED, ATTACH WIRE FABRIC REINFORCEMENT; AIR-PLACE PROTECTIVE CONCRETE· AND APPLY CURING COMPOUND. ACTUAL TYPE (A) REPAIR 2464S.F. _ TYPE ® CONCRETE REPAIRS .ROUT .. CRACK TO REMOVE ALL LOOSE CONCRETE; BLAST-CLEAN EXPOSED SURFACES; FLUSH VOID WITH HIGH -PRESSURE FRESH WATER; FILL VOID TO ORIGINAL CONTOURS WITH QUICK-SETTING GROUT; AND APPLY CURING COMPOUND, .... TYPE @) CONCRETE REPAIRS REMOVL.DEF.ECTIVE CONCRETE; BLAST-CLEAN EXPOSED SURFACES; APPLY EPOXY BONDING AGENT; FILL VOID TO ORIGINAL CONTOURS WITH QUICK - SETTING GROUT; AND .APP.LY CURING COMPOUND. TYPE.@ .. CONCRETE REPAIRS .. SANDBLAST; .INSTALL. TEMPORARY SURFACE SEAL AND SCHEDULE OF CONCRETE REPAIRS TYPE 0 TYPE ® VOLUME CRACK VOLUME MARK EXPOSED SURFACE SQ. FT. m REPLACE MARK CUBIC FEET LE NGHT TO FILL LINEAL FEET CUBIC FEET Al 109.1 30.5 Bl 7.0 0.07 A2 109 .. 1 30.5 B2 4.5 0.05 A3Q) 14.5 4.1 83 8.0 0.08 A4(D 9 .4 L6 B4 2.5 . 0.03 AsCD 14.5 4.1 B5 4.0 .. 0.04 A6(D 9 .. 4 I. 6 B6 3.0 0.03 A7 2.5 .0.6 .B7 4.0 • 0.04 AB 4.0 I. 0 B8 3. 5 0.04 Ag 4.5 1..1 B9 2. 5 0.03 4.,5 I .J .. BIO 3. 0 0.03., .AU. 2. 0. 0.5 B II 2.5 . 0.03 ENTRY PORTS; PRESSURE-INJECT. EPOXY-RESIN; REMOVE Al2._.. .3 .. 3 __ ~ .. 0. 8 TYP£ 0 · TEMPORARY •• SEAL AFTER EPOXY HAS CURED. t-~=--l~::--:=--~l~~-ll===;~~~~::v¥~=====l . NOTES FOR REPAIR SCHEDULE NOTE (D SURFACES AND VOLUMES. ESTIMATED HERE ARE FOR COMPLETE REMOVAL AND REPLACEMENT. IF EXIST! NG CONCRETE MAY BE REPAIRED BY OTHER METHODS, ONLY SUFFICENT CONCRETE NEED BE _ REMOVED TO PERMIT VISUAL INSPECTION OF GIRDER BEARING CONDITIONS. NOTE _@ SURFACES AND .. VOLUMES . ESTIMATED FOR REPAIR OF PROTECTIVE CONCRETE ON HEADER CHANNELS ARE INTENDED.TO PROVIDE ... FOR ... VISUAL INSPECTION OF CERTAIN MEMBERS AND CONNECTIONS. ACTUAL EXTENT OF REPAIRS REQUIRED .. WILL BE. DETERMINED Al3 3.0 .0.7 AREA VOLUME Al4 lvlARK TO PATCH TO FILL 8. 3 _. 2. 0 SQ. FT. CUBIC FEET .A15 .. c, 0.3 0.06 .4.2 1.0 C2 p.6 . b.10 Al7 6.2. 1.5 0.12 Al8 4.0 1.0 C4 I. 0 0.12 Al 1 25 .. 0 7.6 C5: .. 2.0 . 0.25 A2 2 25.0 7'.6 C6 2.5 .. 0.30 I ~ &Y ~s~ ~ ~ .,..,- '-STIFFENER TYP. .• ~ M. S; '{:-, .BY .. CONDITIONS ENCOUNTERED .. IN THE FIELD. . 0.20. APPROVEO vl.O.U~ LIDO ISLAND BRIDGE REHABILITATION ELEVATION S.W. GIRDER :% (GIRDER BE ARING DEVICE TYP. C-2345 PUBLIC WORK~~~J\l./1, 1----/---!-------------t---1 R.E. NO. -'-'-""-""-""-""'---I DAT !3, 22 'd/S DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED C.H. CHECKED DRAWN DAN G. DATE WEST SPAN PLAN, ELEVATIONS, .& SECTION CITY OF NEWPORT BEACH H -5o 95-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 11 I ::r cl\ I '): :-4 t9 ,J!. ..D 0 v' .., -1 -lf1 ' -«> -' st -0 -I "1 <') • a:, ' ·sr 0 I -.,.., /2" ¢ ALUM. PIPE RAIL 11 I I I II □ I t0 - - L • ELEVATION N. CENTER GIRDER c- I " 1' o" <I • • -" /" EDGE OF / / GLU-LAM DECK 1 2"<1> ALUM. PIPE RAIL 2" ¢ ALUM. PIPE GUARDRAIL I I SPALLED 11 tr - AREA...,--..._ 1----STREET LIGHT POST 11 11 11 11 • I ::r 11 II El I lt---S@LING & 11 RUSTING ON INSIDE FACE -I------, 1-----1 t----t 1-----1 t----i t--,--'--._ .... .... -,___ w --• ' ::::, LIGHT I1-ws~ 20 " SIDEWALK PAVEMENT ~x ' " I 1 - I ...----2"<1> ALUM. PIPE RAIL GLU -LAM DECK SIDEWALK 2"4> ALUM. PIPE GUARDRAIL i=:s==!--GLU -LAM GIRDER /€) l l111/ STREET I I 1 LI ;.;-""' '! 1 I TI--I J . I I ,,. l'I ,;r-l 414> DRAIN HOLE WHERE OCCURS ----t--W 8 >< 20 II ~ IA I ~ /I \ ~J/✓ L~_L r- " , '1\ -~ I 1/Y~NHOL~ ~ I -""'' I TY P. • ~ ' \\ ·- '\ I ---" - \ I 14-8" .. . \' r HEADER CHANNEL TYPICALM \ \ .\ " " EXPANSION JOINT ~\ CONTINUOUS CRACK @ . ·- - / "' \ ' -~ /' ' 0 ' ' r ,~7~~1 5 } " II CENTER SPAN I" 1' o" 4 = - I '-I \ .,__ ~ ..,__ /////// v ® / ELEVATION ti•-= 1' -o" ® ! / s. •. '\ I :o \ I •,~ir~_. SPALLING ./ I .. ,\ 1~~-,&J ~"'""~ :ss 9 ...... .,.. / -,.,..«o ~-/ 1\8 ----' - - 14-811 - --- il~-~oV·/ .\. ,_ / ~-~ ~ @cRACK'-._ §) 1,,'--@lg) - / / @,,/ CENTER GIRDER ~-~~10 /j --::1· ' /0 \ 8 / - - I 141 -B11 ~ STL. BEAM TYP. - I ~ - ~ _.,.,. (lLATER;L BRACING / TYP. -· I • /. -~ :i@.7 / / ~~ (§10 L:::.-C9 . I / 0s)SPALLING ~ I \ SPALLED AREA / / (STIFFENER • /~~-·--\ . ' ' [ (', .. .J ,· j•, ' I .' \ \ "'>·~ LJ \ I I n.) LJ\.J '-.__J ,-..... ! n \ I ~J / Io\ II I II f--' :s GIRDER--t-... --..__.-e}' WATER MAIN ~-I /\\ ~// \ ~ CONTINUOUS --FLOOR JOIST 112'' TYPICAL COVERAGE •• ON. ANGLE / ' CRACK@ " 7 / 0 ~ \..\\ \\ -CURB FACE V '(."--' @ '\\ -\ I \ I \ SEC --TION • 34": 1' -0 u I41-B'~ ,\ . B~ -r \ HEADER CHAN TYPICAL 1\ IB NEL ~ I \\ I \\ . .~'ii r\-E;PA I I 01\15~ I . I -~ I I ,i NSION JOINT ~ I I \\ / ~-=1 _ 17-· ~-\~\ 1/· ~: ~ ! I ~ \_ TYP. r· l :1 1. l I 1 u . A ./ TOP OF CONC. / GIRDER RAIL ~~ I c-J. ) ' ~ € ' ! : \ : \ .-~ --~ ~ ~ ?-OfESSto,i,~ -~6 "', / r.l [(~ ~IRDER ~ • 4'1~ ~ . I~\ :-·1 c:;-1 §j~ ~~' ~...., it.Prrt\ DEVICE I . .~la'Jm.OOJJ i~I \ f 'J.f-/ . • ~ """' B EARING YP. T BRACING LATERAL BRACING EXIST. STL. W;O GUNITE PROTECTIVE COATING SHALL NOT RECEIVE NEW PROTECTIVE COATING II 811 SCHEDULE OF CONCRETE REPAIRS TYPE 0 TYPE ® TYPE © EXPOSED VOLUME CRACK VOLUME. AREA VOLUME. MARK __ SURFACE TO REPLACE MARK LENGTH TO FILL MARK TO PATCH TO FILL SQ. FT. CUBIC FEET LINEAL FT. CUBIC FEET SQ. FT, CUBIC FEET Al 109. I 30.5 Bl 2.2 A2 109.I 30.5 B2 3,0 A3 9.4 I. 6 B3 3.5 9.4 I. 6 B4 4.0 9.4 1.6 B5 3.0 A6 (i) 9.4 I. 6 B6 3.0 A7 5.8 1.4 B7 3.0 AB 6.5 1.5 B8 3.5 A9 8.0 I. 9 B9 2.5 AIO 4.5 1.1 BIO 4.0 All 3.5 0.9 811 4.0 Al2 5.3 1.3 812 56.0 AI3 3.0 0.7 BI3 54.0 Al4 2.2 , 0.5 BI4 5.7 Al5 5.5 1.3 B15 _ 5.0 Al6 4.0 1.0 Al7 ® 25.0 7.6 25.0 7.6 J--+--l--~------------r--iA(i/2n~ ~ PUBLIC WORK~FJrJ'~ l--+--1---------------r--i R.E. NO.-<-...,-~=-- DATE BY DESCRIPTION REVISIONS DAT ~ 22 'J'S APP'O. DESIGNED C.H. CHECKED DRAWN DAN G. DATE 0.02 Cl 0.3 0.03 0.03 C2 1,2 0.15 0.04 C3 5.3 0.66 0.04 C4 3.5 0.44 0.03 cs 1.5 0.19 0.03 C6 0.9 0.11 0.03 C7 0.5 0.06 0.04 cs 3.5 0.44 0.03 C9 1.3 0.16 0.04 C10 I, I 0.14 0.04 CII 2.0 0:25 0.29 0.28 0.06 0.05 c·-2345 LIDO ISLAND BRIDGE REHABILITATION CENTER SPAN PLAN, ELEVArlONS, & SECTION CITY OF NEWPORT BEACH H -5095-$ PUBLIC WORKS DEPARTMENT SHEET 5 OF 11 V\ I :r :-1 f "' ~ ,. J) J\ --' if) = 0 _, 01 01 ' II II II II -t- B2 r I t:a -~ p) "-' ~"' ~ r@ . ' c, i .~ I I'---' 1,-€) I ,__ ~ ~ ---- ,, .,. .,. ,, .,. J / ✓ ~ 0 ELEVATION N.E. GIRDER r I rr , rr 4 ~, -0 s 0:, _, st I s 0:, 14'-a" _, II □ - I 2"4> ALUM. PIPE RAIL II / Jr / l STIFFENER TYP. 0 r4-a" II - II a -- / __ r STL BEAM TYP. II II X -- V I II B 0~ ~ ~ ~ -,. . ~ \I e ' • ('GIRDER BEARING DEVICE TYP. CAIN HOLE (TYP.) I I 141 '7 8 11 st B -1------H-E_A_D-ER-CH-ANINN18EL~~===-=-=--=-=-=-=-=-::=:=::-:...=:...=:_=_.::::~=1-t-1~...=_=:_~=:= ------~=:j4-t~-=-=~~=-=-=-=-~-=-=--=::=::::::=:::=::-+--<F=f TYPICAL 7\17 Al6 CBOTTOM FLANGES) ~-H;===== ===--=::::....:==1--1-..t==-=_==.._=-~=--=-==== --~--= t,::-----= -Al2 ~i LATERAL BRACING . TYP . . EXPANSION 0 0 7 ~SSET) \_PLATE EAST SPAN B6 I \ BIi B13 --~-~~ ELEVATION S.E. GIRDER AND GUSSET 1£. I I ------' TOP OF CONC. GIRDER RAIL CURB FACE ' 314" SAW I CUT • 1· r = {;' - ,l 2•2 -Wl.4•WL4 WELDED WIRE FABRIC .. . . 1---GUNITE TO BE REPLACED WITH SHOTCRETE TYPICAL COVERAGE 2 x 2-W 1.4, W 1.4 WELDED WIRE FABRIC Tl E TO EXIST. REINF. AND WELDED STUDS AT 14" INTERVALS WITH 16GA. BLACK ANNEALED SOFT IRON WIRE ----- TYPE QUICK SETTING GROUT REPAIRS QUICK SETTING GROUT '<t a: .J n: u >-= 1-(\j 3" CLR. TYP . . ' 1sx 3s •112 WELDED STEEL STUDS (NELSON TYPE R6P)-...._ ____ _ TYP. >-tl-...11 i GUNITE TO BE REPLACED WITH SHOTCRETE PATCH TO BE RECTANGULAR ABOUT REPAIR AREA TYPE REPAIRS TYPE REPAIRS ,SCHEDULE OF CONCRETE REPAIRS TYPE 0 TYPE ® TYPE @) EXPOSED VOLUME CRACK VOLUME AREA VOLUME MARK SURFACE TO REPLACE MARK LENGTH TO FILL MARK TO PATCH TO FILL SQ. FT. CUBIC FT. LINEAL FT. CUBIC FEET SQ. FT. CUBIC FT. HEADER CHANNEL TYPICAL Ara -SPALLING & RUSTING ONr;::;,,. INSIDE FACE '2v Al A2 A3 (D A4(D As0 AeG) A7 As Ag Alo All Al2 A13 Al4 ' Al5 Al6 A11@ A1s@ 109. I 109. I 9.4 14. 5 9.4 14.5 4.0 5.5 4.0 1.5 9.0 4.3 5.5 3.0 6.2 18.1 25.0 25.0 30.5 Bl 4.5 30.5 B2 1.5 1.6 B3 2.0 4.1 B4 1.0 I. 6 B5 4.7 4.1 B6 . 2.8 1.0 B7 2.0 1.3 88 2.0 1.0 Bg 3.0 0.4 BIO 2.0 2.2 BIi 4.5 I. I B12 3.0 1.3 Bl3 1.5 0.7 B14 I. 5 I. 5 BIS 2.0 3.3 BIS 3.5 7.6 Bl7 4.0 7.6 BIB 1.0 B19 4 .. 5 APPROVED 4C2Jtla PUBLIC WORKJ,g,l~.!9~ 1--.J--.J------------t--j R.E. NO. -"---"'-'-'-"'-"''-=---1 2 'J'S DATE BY DESCRIPTION REVISIONS DAT APP'D. DESIGNED C.H. CHECKED DRAWN DAN G. DATE 0.05 Cl 0.3 0.03 • 0.02 C2 0.4 0,05 0.02 C3 0.3 0.03 0.01 C4 3.6 0,45 0.05 cs 0.8 0.09 0.03 Cs 3.0 0.38 0.02 0.02 0.03 0.02 0.05 0.03 0.02 0.02 ' 0.02 0.04 0.04 0.01 0.05 C-2345 LIDO ISLAND BRIDGE REHABILITATION EAST SPAN PLAN & ELEVATIONS CITY OF NEWPORT BEACH H -5095-S PUBLIC WORKS DEPARTMENT SHEET 6 OF I J j = 0 ,-.. e' -o" l\J . - Ct'. ~ C\ ~ iv~ ,,; I I I I I I • I 1_L_ ___ -----------------------------7 : I I ~--~-,------------------------------,-~ L._.j • Ld ELEVATION N.W. WING WAL..L.. .--...;-------------~_:..-----------.-------------;:----z----17 0 ' (\J \. 3, " . 0 16 1-0 11 is' TO 14" CRACK----! (§ ~----------------1 51 • 011 = 0 . __ .c.---;:7-c FINE CRACKS D2 '=-......_.-.-::.-~ (\J c,: w f- ~ ID SPALL§ "':r ~ ~ ::S:~~;_::::.::__=:_:..:;:;~~=::;;::z::=========::_ ;s\l;,,,,::~""w"". id "4l , ""',,.r------:a:~ • 0'~ %;?· ,,';JI •. -, •o+--,~------------------ -.:i Lr-1-------------- Lc.1 ELEVATION S.W._WJNG WALL I ----------------[~ l..-) SCHEDULE OF' CONCRETE, REPAIRS ' TYPE ® .TYPE ® TYPE © CRACK VOLUME CRACK VOLUME .AREA VOLUME MARK LENGTH TO FILL MARK LENGTH TO FILL MARK TO PATCH TO FILL . LINEAL FT: GALLONS LINEAL FT. CUBIC FT. SQ. FT. CUBIC FT. DI 15.5 5.40 Bl 20.5 0.21 Cr 5.3 0.66 D2 11.5 0.93 B2 10.5 0.11 C2 10.0 1.25 D3 16.0 3.78 B3 2.3 0.02 C3 4.5 0.56 D4 17.0 2.04 B4 6.0 0.06 C4 6.5 0.81 D5 14.0 4.41 cs 5.8 0.73 C6 0.5 0.06 C7 5.5 0.69 ~'------Ce 2.5 l.56 RAIL EXTENSION I WALKWv,A~Y==l==::'f::::t----PIERS - GRADE LINE ' " 6-3 ' " I -2 CAST-IN PLACE TRANS- FORMER PANEL -- -. (\J 121 -7 11 ELEVATION N.W. CHEEK WAL..L HIGHWAY BULLS - EYE TYP. ~ -w/ CHIP RUST 0 -I -11_---.• 1• o" B:Y ~-... -CRACK -' I ,, u I I ,- I 4" ', I I •o RAIL EXTENSION-' -· (\J ·-,.. 1,.-----4" GRAD:__,;E. ~, ---- LINE f--BUTTRESS ' " I ~ 1 ..,. 7;';~'-."'V#~'-'-'-.w/d-~ :::::~ 6-0 I • 2 ' I 301 -0 11 EL..E\/AIION S.W. CREEK WALL.. 111 • 6 II S.W. CHEEK WALL = y ~'<t (\J ,-..ct:J .;, ' JOIST SEAT----- -"' st • • ,-..co • ·.; a:, _'-0 _, ,-.. (\J ·..!. =o -' (\J 'a" TO '4" CRACK ----------- = 0 l\J ' -,-.. • - :..--'\ I t..--=-CRACKING ALL AROUND § - I H OLE FOR -· POCKET W/ GLU ·LAM GIRDER---7 HOLE FOR NEW WATER MAIN-- GRADE LINE IL 11 --....--...._ ELEV. N.W. BUTTRESS I" I' O" '4-a • 5' -o" s EISMIC RESTRAINER I ~~ 5' -011 N.W. CHEEK WALL BACKWALL 16' • 6' OJ ~ GRADE LINE ELEV. S.W. __ BUTTRESS 4 - I'_, 011-~ 31_ gr1 t'-'0 11-r-,. • ·~/- i . -,-- . - 9 " ~ill ELEV. WALKWAY PIERS I" I' 0" 4= - =- ' -' = 0 = ' -'1) . -l'l Ct'. w I- I- --SPALL§ _..1,----HONEY COMB @ a:: w f-~ ~ / _.C-.--,_ . . ( ' ', rl I I ID -+---r1--' ='? I -------'----------------4 ' -l'l ~--~---1- L.::1 _ ECEVATION WEST -ABUTMENT DATE BY I ----------~ ,J DESCRIPTION REVISIONS L.J APP'D. DESIGNED C.H. CHECKED DRAWN DAN G. DATE r--\ I:); Lj / . < / 1] ] L _ __/ il /-_ ,J I r / I I i L • L._J ,_,I C-2345 LIDO ISLAND BRIDGE REHABILITATION WALL ELEVATION WEST APPROACH CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT H -5095.-S SHEET 7 OF 11 ( II -____ 46' -_ 011 . . 0 -.;,, ~==== 4"cRACK 0 "o ,.._ SPALLING C 2 ! I -s,,,~:-•• , ....,.____.,...,.,::::_------------:✓,~JU•,,?%;&),-p+-0 _· l <:'k.-.:...:..;..,_ ;::;;;;;;;;;;::._-~-I , , ,,.~ :Y-t,,m~-~~~4:0':i~~~<-1,'?~,--~~~;f:;i>~•.P r ~;/'~' '_;:,,/§-;;;.-::. ~y;;.:;><:-~%/i'~Y··· ,,, ~F-· • /.4 . .,, • , "o--,1------------------------------------------------___ _i __ l <'l I I --'----L-r-,----------------------------------------------------,7-J I I I 1 I I ' I L,,c,I L_,,_-,, ELEVATION S.E .. WING WALL 'b ' (\J • 0 -' i-- • 0 I " I' 0" . '4 .. • - 13' -o" . _______ ELEVATION N.E. WING WALL SCHEDULE TYPE @ CRACK. _ VOLUME - FINE CRACK .....________ D5 OF CONCRE:TE REPALRS TYPE @ TYPE CRACK VOLUME AREA -MARK -LENGTH TO FILL MARK LENGTH TO FILL MARK TO PATCH--LINEAL FT. GALLONS LINEAL FT. CUBIC FT. SQ.ET~~--- DI 16 '4, 41 B1 3.5 0,04 Ci 1.0 D2 16 t.89 82 3.5 0.04 C2 7,5 D3 16 1.89 B3 3.5 0.0'4 C3 42,0 D'4 16 1.26 84 1,5 0.02 C4 7.5 D5 16 1,26 85 4.5 0,05 C5 3.0 D6 16 2. 54 B6 4.8 0.05 C6 4,0 D7 ____ 17 _ l._87 B7 . 5,0 0.05 C7 0,4 VOLUME ~TO. FILL --CUBIC FT. o. 13 0.94 5.25 0.94 0.38 0,50 0.05 • 0 SI" \ FINE CRACKS Bl • RAIL EXTENSION -_ _, 0 -· I\J HOLE FOR SEISMIC RESTRAIN ' " 30 - 0 ELEVATION S.E. CHEEK WALL HIGHWAY BULLS - GRADE LINE ' " 6-0 ~ 5 1 -O" GRADE LINE FINE CRACK ELEV. S.E. BUTTRESS ~,, :1'-0 11 EYE TYP. ~ -RAIL EXTENSION---.. • I\J • ' ,.._ co ID st ' -st • 0 ' <\I • 0 ' -,.._ I I L. I I • I I I . 1 ~ • -~· ---· .. 0 ""'"""' ' "" ~ -I\J % WALKWAY 1-4" PIERS - BUTTRESS (; ""'- l _,,, ·,;;'1/~ %7,0'\..,V,ftz ~'>'\."Y'r' u " ,,,,,:;:;~ ·-I' " -2 1,,--1 -2 J!..2"-..... ' " ' " 6 -0 12 - 7 301 -on ______ ELEVATION N.E. Ct-lEEl-< __ WALL I ,, -1' 0 H '4 -- (NE -- 11 1 -6 11 CHEEK WALL ~ ,--s------~---- ' i / 6J-3u ,- - 40' -o" .,--JOIST SEAT----~ '-.. ".. a: • 'OJ ' ,.._co (\J . ..,_ POUROUS WITH RUST STAIN~ ei \ I D6 ) I ) \-,--::---,~/{_:<>,-,::=:---:-,,::::--1-SPAd . \ 's" I- 5'. 011 J . - .\ • • -"l -' -' -1\J HOLE F OR RESTRAINER SEISMIC ~ ----- 10'-o" S.E. CHEEKWALL\ BACK WALL - t., FINE CRACK @ 1---1----+ -·· GR ELEV. N.E. BUTTRESS ~": I'-0 11 4' s'' -- 3' -911 1' -o" -·:l ._ 9 11 ·-._, . ! I J...--r--pocKET W/ GLU-LAM GIRDER .. -- HOLE FOR NEW WATER MAIN -1' -' o" --' -, 0 -• ' --"l -' M ' ELEV. WALKWAY PIERS , 4." 11 -0" ' t I •=,,,,~ ----'"'"' "'" ~-:r , ==---~--~-------\ j ~~,<~~~~~.,.-~~,w~ ~-~ :~v: • -1----Jlii,"Zt;lll,~efil: ~"'~Si:"/!;,l~~~~il.il"~-,:;;~~'~" "'t~---"-------------------"T ------------7 0 I ' / ~ i I --'----l...,-r------------------------------------------,--,-1 I I I I ' ' I L...._~.,J L-... :::,:,1 ELEVATION _ EAST ABUTMENT I-II ,, ··O" '.4--· II , - _ .. C-2345 , f'~::r~~.,:~, aa12: .fx, LIDO ISLAND BRIDGE REHABILITATION 1li i ~ .. as]i ~ ~ 1------1----1-----------+--1 PUBL~E-~o;.K}F.HgJ WALL ELEVATION Iv • 2 83 EAST APPROACH '" ~ *-L-JL-1--------+-~~;=~~===t-------------,-;-;-;:--:~~ " ~'-• , DESIGNED DRAWN H 5095 S "">. ('J ~r BY DESCRIPTION APP'D. CITY Of NEWPORT BEACH ---~.,,;'l;-CTIJ • ~.,, / l-c~_JE..l.____JL_ ________ --1,_-+,,;:;;;;;;c;;;;. Hc.:..:,·_~D~A:.,:.N_;G=·-1 ···~tp.\ill -·"' REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 8 OF 11 I ) v'\ j: :t: .-1 , ~ c,l • .... _a -{J) -' l/) ) \ 11?..34x 4XO .5'4-" TYPll'.iAL ·"---, . ,- I ...,1 \.__ T -js====> ~ \== 2 BAR 4x1 TY P. .>-:-I -+t'~&---· 4 TYPICAL AT JOIST FLANGE -USE BACK UP BARS • to, ---------· -__ __,__. 1'2" ct, HEADED PIN WITH 2'' G 01P WASHER & COTTER PIN (TYP.) ./ • t---TS 3 X3 < 0.25 SEE DETAIL E ..... FOR END FITTINGS (SAME OPP.OSITE SIDE ) I -· , YPACK OR ICK SETnN ROUT :L---ttt--PROVIDE 1k" q, HOLES G 24"CC. TO DRAIN (TYPICAL) t-- -0 -' t-- = 0 -· t-- w \!) 0 ai 'f"~ 3000 pSI MINIM\ 5 1-711 TS 3X3X0.25--i STRUT REMOVE 11GUNITE 11 AS REQUIRED & REPLACE AFTER • INSTALLING STRUT 90 TYP.· (T{=YPICAL) . ' :,:·, ---•1.,.,., .. "·,: • =--== = ------- DETAIL M TYP.>-9----<.. 45 TS 3X3X0.25 STRUT T YP. r-r-rT'c>l 4 2k" ll'..34x 4 xo'-612' I k" 1> DRAIN ' ,, I -8 HOLES IN VVEB --- \ . i -'o ' ,, 3-8 T;P.,._:l~4ft----~- II?.. ¼ x 4 xo'-612" TS 3 • 3 X 0.25 --+-I STRUT *NOTE: FABRICATOR TO VERIFY FIELD DIMENSIONS OF STRUTS BEFORE FABRICATION. __ _b_ETAIL I ·~,-- ' " I -8 2!?" sk" 3 I ' "' ______ .,__ -JE:~•s2xo ,s - • { ·"' ~ NORTH x o-sk" (TYP.) TYPICAL EACH CORNER 11?.. 34,4 xo'-s7s \ \ \ \ A 4 1 ~ 0 11 8 ~---~ kx 14 EXISTING BOTTOM FLANGE OF PLATE GIRDER I 3s" ct, PIN TYPICAL rN.W. CHEEK WALL L ¾' q, AS'fM A· 603 ROPE WITH OPEN DETAIL .---II?..~• 14 EXISTING BOTTOM FLANGE OF PLATE GIRDER 113" 1> PIN TYPICAL 3. 4-8 WITH BACK· UP )-.LCM~--J BAR TYPICAL SEE DETAIL F .• FOR TYPICAL BRACKET GALVANIZED STRUCTURAL WIRE SOCKETS EACH END C NOTE: FILL HOLES WITH QUICK SETTING GROUT· SOLID AFTER CABLE IS INSTALLED AND DETAIL l"DRYPACKOR QUICK SETTING GROUT TENSIONED D ,, 8 CONTINUOUS 14 • 2-6 EACH END ,,---le. k x6 x 4' -o" t'-1ll::-------EX\STING B30>1\0 JOIST SEAT WEST ABUTMENT BACK WALL--- S.W. CHEEK WALL SEISMIC FLANGE RESTRAINERS FRAMING PLAN TYP.'>-"'--&-"""-FLOOR JOIST --------111 ie.\xl2 x4'.91z''--~ ll'..lzx5x4•.9l2•·•--- ~¼•4x4'-g1z" = -.--Jl-➔"'- ..1\l f=~=-l fpt=~ "'·~--•,....-------------~~ ":st l'l s" CON. 3 16 2-6 EA. END ~• 'P A325F BOLTS SECTION I - I M 45 DRILL & REAM FOR l';i"$ PIN+ ~z-0 DETAIL E 14-\'l'q,x6' STAINLESS STEEL WEDGE ANCHORS (PHILLIPS WW7860 OR EQUAL) SECTION Je. 13 X 4x0'-5" (EACH SIDE) CUT CORNERS TO APPROX. !" RADIUS DRILL & REAM FOR l~i°' cj, PIN+ 1z·O~_.,- DETAIL F • -'<t (\J 2 - 2 " ------=--=------=-----=-- WEST PIER ~ NORTH .. NOTE: SEE SPECIFICATION SUBSECTION 206-7 EAST PIER N.E. CHEEK WALL ._.--'-EAST ABUTMENT 'BACKWALL <Q S.E. CHEEK WALL: I I tS'-911 1s'-s" 5 (ii 18' = so'-o" +--¢ ' " ' l I " 13' " ' " ' " ' " ' " 8-7 5 3 ~ 14-0 --4-6-16-0 4'-d' 13'-2" 4-1 I" 4'-41 ' " 17'-3" 3 e 18'=54'-o" ' " 14-9 ' " 16-9 ' " 15-6 ' n ' " ' " I,_ x1' 2· -o" 1' -8" ·1t~' ~ 11 , , , INDICATES, PIPE BELL , , ' " ' n 16-9 ' " 14-9 ' " 14-0 ' " 5-2 ' " 4-211 ' " 8-7 Ii_ 6" 1s'-g" NOTE ; WALKWAY OMITTED FOR CLARITY ON NORTH ELEVATIONS MECHANICAL JOINT TRANSi-_..,,,.,,~.,., ·r~ .BUTT~~~;w,J I COM§l~Tf'QN~c'l u~A.fR..~~sE ;};),: PIER TYP. ,..-~~1 _,, ~2Ef~~~~-PIER_f:+ EXIST. "w"BEAM ~Ett~sE ~f~b --iiv--~-~---.... ' TION SLEEVE EACH END --_ p ERS ·, £ l(_E ~U~L~"f-\ f~ l'<!._0~L"-l,43 .. 1 i ,., .. 1,:, , A OPP. PLAN C-C AS SHOWN PLAN 0-D OPP. HAND 12'-5" s'-o" 11'-3' 1s!...11" s'-o" 12' 7l' c' a" ·,-i-_ __ 210t'::2~'=' --+--__ __!!18~' -::.:9~":__..j.._ __ J2~02::' -:.:0'2:''....' __ ..j.. _ _!1..§6~' -J91'.:_" __ .j__ ___ 2~oi:,:'=--9.o'::_' --+--1~6!:_:' -js!.::"--+----'2~oi:,:'=--9.o"::__ _ _j ___ J2~0)::'-:Jo[" __ -+~-__!!18,i' -:._g9'::_' __ -J.-__ --=f!9§!:':::g2=" :....,..--::--ht;:::<s~' :!3~"~~~12~•-=-7~':__' ~J.-~ 3'-0" h--M-1-·--'2=,,--'----i-·r1---=-i'--'2=..,j/ "\J:{-2' 1'-i1 1'-211 ]1-i1 0 ® ® 4 5 6 7 8 9 10 11 12 @ @ @ NEW WATER MAIN -NORTH ELEVATION (DUCTILE IRON) "'1,,==,=,::::, =========================="""" = 10-0 ' .. 11 L ----'71 !I .... JL .. ,1 240'-o" ' " 15-3 /_ " / 20'-o ' " 20-0 COUPLERS ' " 18-9 ' I " re-6 e I ' ' ' 'I ! HAND ' " 3-0 N.E. CHEEK WALL-f. ' --_J___ 11 ,1 , n -~--::;;~'-+~r,"'i-.:-r-rr,r7,, -,.-1! --1! ·-u-11 ,,,-·+,-.,,hrr-" I iii II " --[ ,.,-_·I -t_ ______ =n_ --1: --I ····--···7 j l - ---~ •----1~1--n11 ~1 ii , .... ➔-...... --1 --+,"'\'~·-tt-h:':'rt-~-;t--tt-"l' H r: -:::,-.::...1t-,;,, T-1. iffi:'d , 1r 1 "1; ·i· ·--11 rr .1 1 --n l 11 \! 7 1 : :aEEif 1 1, ,,.. --;;;i· . • I I I i i ! ' PLAN 4'-0',1, 8 MIL POLY WRAP · MECHANICAL JOINT TRANSITION SLEEVE STAINLESS STEEL BAND AT EACH END OF WRAP DETAIL /B \::., I ,,...l'-473 " 'lr-9" '1,...9" 'v9" 6L • ........_ 'I, 9' 'v9" ,,9" u ri'. ' s·----" 1'-47e'!...., Oi:>P. rs\ 5'-4" s'-i' 17'-9IB 11 IB'-on 19'-3" -Ou 19'-3rr 151-3" 19-311 19'-3" 181-0" g, r7-918 81-7u 51-411 H,ND\..J PROVIDE 8. INSTALL CAST TRANSITION COUPLING WITH DUCTILE IRON BOLTS SUCH AS BAKER 236-9.05 -9.42 EACH END ja;-.'.::'...f-:..:'.........:........'.+-j-!4----"--".....::'.__~--14----'"-----'"-----14---'-"---"-----,-fl+........,,,,,="-......c"--~fl----'--"--------'""'d-4--~-'-"--"'---14----'-"----"'---~ft---'--"-"'-----IH-----'--"'----"'----14----'-'---=-=---t4-:--=----r=--~ !91-211 l8'-911 20r-o" 1/ 161 -911 201-011 121-711 20'-o" 4 5 ALTERNATIVE WATER MAIN -NORTH ELEVATION (STEEL PIPE) TYTON LOCK MECHANICAL JOINTS F II 11 '4° BEND -' P.E.8. BELL F I I i1 14° BEND PUSH ON JOINT ,- • . )1 . I EL. 20.04' I ~WALKWAY OPP. I HAND I I ++1- PIER 7 8 CORE DRILL BUTTRESS FOR PIPE PENETRATION ...-+--CEMENT MORTAR GROUT ABOVE SPRINGLINE Ji/·::} z :\' ::•·:;:,')(:;;_ WATER MAIN ,. -~ --+-STRUCTURAL GRADE STYROFOAM BEDDING z TO SPRINGLINE G DETAIL B. :a: a: CEMENT MORTAR 1'J t:, GROUT ALL--AROIJ-ND -+---'-+--'l~-+---f----+-GI DE+AIL A EQ. EQ. 10 II 4" EXIST . .PIPE~-r-7 __ _,___ __ -.In ___ .......,_ NOTE : FOR TYP. INFO. NOT SHOWN SEE DETAIL J /11 PLAN 1l2ll .jl~ o" COUPLING NOT SHOWN FOR CLARITY. 12 12 14 ~ aun,ess1 c;;:;---t---=-~ I 4-0"± 8MIL POLY SCHEDULE 40 NIPPLE Wto GROOVE ' " 1·-11 ' " 5-4 C II .--7'---VICT"AULIC STYLE i i ..-1-1-h<:.. 77 STANDARD COUPLING (TYP) • EL.17.85 F.L . EL. 19. 77' OPP. A HAND II ~W~LKWAY PIER 81 STL. P. I I I I I -+-+-1- 1-s 7 s' WRAP AINLESS STEEL BAND AT E AC.,H~E:'.:N:'.:'.D~O~F_'.P;:O'.::L::.J.Y..--WRAP - ' " 5-4 ' " ' " A SECTION I rf I I 12 "1-0 NOTE: FOR WATER PIPE SEE SUBSECTION SUPPORT SPECIFICATIONS 206 -8 OF SPEClA.L PROVISIONS 1-1 1-11 5-4 DETAIL \ /"" \ ~ ;" ~ 'l r-c,.c.1'· I • 7 I le { r1 , . ') I i ' \ "" ,__, ,. \ '~\ lL u I '. Ll \ 'l \\ j \ n1 r i ;__,l j I;~\ ,, '<.,~ L __ .../ ' < \ l . ' U •.' ,..__~,, ~-B C-2345 APPROVED d!.li2U. 4·7S·84 M8R. £ CHANGEO C>IMENS/ONS 4-Z;-84 MB.R. £ MOVED WAT£R Wtf.J/c Tt! N.W. S/0£ LIDO ISLAND BRIDGE REHABILITATION PUBLIC WORK~ ~~B'i.. !--+--+-------------+--! R.E. NO.--'--'=--e,==---1 EP ez "d'!1 WATER MAIN ELEVATION DATE BY DESCRIPTION REVISIONS APP'D. DAT DESIGNED C.H. CHECKED DRAWN DAN G. CITY OF NEWPORT BEACH H -5095-S DATE PUBLIC WORKS DEPARTMENT SHEET 10 OF 11 NOTE: SIDE LUG IS TO BE PLACED ON SOUTH SIDE OF BEAM WEB (TYPICAL) fl'.. 3 a ,3, o'-4' SIDE LUG I / +-~+ I "'~ \ ! I + i,,,-:-+ ! i ' i ~ I I 134" 134" 112' i g' I SECTION L---- 3 " I " -4-~<1><52 1'211 STAINLESS STEEL WEDGE ANCHORS I -I DETAIL 4 7a" 4 78' DUCTILE IRON i--~'-1-----1------~-- 7i 4-34""' •s12" STAINLESS STEEL 4 11re" t 6" WEDGE ANCHORS-JJL----1 STEEL PIPE NOTE : TYPICAL PIPE SUPPORTS e LINES 1, 2, 3, 13, 14 AND 15 LINES 3 AND 13 FOR STL. FOR D.I. DETAIL F 8 II 8 D.I.P. OR STL. R ' 14 2-BARS EXISTING 2 12x3a,d-2'2" W8 <20 W/ll16"<1> HOLE aJ ' bJ NOTE: TYPICAL PIPE SUPPORT e LINES 4 THROUGH 12 DETAIL G 3-3.4'4> A-325 BOLTS W/ HARDENED WASHERS UNDER HEAD & NUTS I IE. 14 ,234 ~ o'-234!' (EACH SIDE) fl'.. 3a x 4 , o'-612" fi3 a,312 xo'-6" 1E.3 e,11 xd-rr" A .,. ' " BAR 3•-:q• 1-0 \A{, 2 J'11e" I> HOLES FOR 58" I> "u" BOLT SEE SECTION 8 -8 fl'.. 3 8 •2,o'-2" EACH SIDE SECTION z 0 0:: w ..J I-u :) Cl (]! a:: 5a11 ¢, X 2'-5' nur' BOLT .(!) @ DUCTILE IRON & a, 5 a" 4>, 2'-314" "u" BOLT st e STEEL PIPE ---- 934" 938" DETAIL \ [) 14 re. 3a <6, d-10" 2-2 f " ' $' ~ w -n. a: Cl, w ..J Q;' I-..J w ' u w "J 'b :) I-\> 0 <I) "o '<t I - DUCTILE IRON STEEL PIPE ' SECTION •. 8-8 8 __,,.'-----d fl'.. 1'i." 2 34 x o'-2 34" (EACH SIDE) T YP' r.c----lf-)--..___ 3 16 SECTION DETAIL 3-3 2 12° (_ \ C SECTION . ' - ( 12t j 12 14 !,i. NOTE: FOR TYPICAL INFO. NOT SHOWN SEE DETAIL J DETAIL H ' 316 4-4 ' IO GA. BARRFL NOMINAL LENGTH • DETAIL APPROVED .,....--SCHEDULE 40 NIPPLE WITH STD. CUT GROOVE FOR STYLE 77 STD. VICTAULIC COUPLING ;, (HOT DIP GALVAN !ZED; CEMENT MORTAR LINING 3" 18" GAP Q INSTALLATION J C-2345 LIDO ISLAND BRIDGE REHABILITATION !&.4).ft..R, PUBLIC WORK;,§~.;SR,:G 1--+--+-------------t----t R.E. NO • ..,_ _ ___,_~""-""-- DAT e,_ 22 S WATER MAIN DETAILS DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED C.H. CHECKED DRAWN DAN G. CITY OF NEWPORT BEACH H -5 095 ~ S DATE PUBLIC WORKS DEPARTMENT SHEET I I OF 11 j,_ l &I) ::c: J:: -I • • 01 -~ -J. tT1 --I Lr f I \, "'' \ fa j