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HomeMy WebLinkAboutR_5939_SRECORD DRAWINGS 42 X elev = IL 1 : r' / I.) •• 4 ')' ,,," + L c_) * sz 4 " L 42 L)_ 1 / / m SB Widen ( 1977) ~JIRRQR ELE\/AJIOl\l Exist asphalt bike trail SB To University Drive NOTE: l_; ,·i:i,'::\ I jiJL [:.:v 21.3-_ C, C -;y (',) no---C-,.., . -, L--~ / 1 The contractor shall verify all controlling field dimensions before ordering or fabricating any material. 1"=30' ~-Exist dike ( Concreted rip-rap) -~ ,.--._, , I ""°' ',-,,1 -L_~ ,_, ,_, '---' 'J ' , ; c-, 11:1/ L • l\:::l Tc Fite 7.3 ,x E>is~c '~;t Pl Al\l 'n :-) ~-) 1, ;' RETROFIT LEGEND G) Abutment Backwall Retrofit (Southbound) G) Bent Infill Wall G) Structure Approach Slab Type EQ(10) -1-3 1 /I +ciC'i+ =-1 ~·,, -, -z, i-1+ _ c; ,_, L,_., ,_ ® ® © ® © [) SB Original (196 7) ( PLANS APPROVAL DATE Dokken Engineering 2365 Iron Point Rd, Suite 200 Folsom, CA 95630 (916) 858-0642 NB Original (1968) No. 75048 ~ Exp 12-31-1 CIVIL OF C NB Widen (1977) © TYPICAL 1 = 1,J LEGEND Denotes existing structure Exist 18" 0 -/ater line Exist 18" 0 c;,,6s main Exist 4" 0 rjA TV (2) Exist 6,, 0 fewer line Exist 2,, 0 ~claimed water Exist 18" 0 ~wer line SECTIOl\l INDEX IO Pl AI\IS Sheet No. 2 3 4 5 6 7 8 9-13 14-18 line Title General Plan Southbound Abutment Retrofit No. 1 Southbound Abutment Retrofit No. 2 Northbound Abutment Retrofit Infill Wall Details No. 1 Infill Wall Details No. 2 Lim its of ESA Fencing Traffic Handling Phase 1 Traffic Handling Phase 2 SEISMIC RETROFIT ~ Abutment Backwall Retrofit (Northbound) \M ~=====================n f---+--+-------------PUBLIC WORKS DIRECTOR Ir R.E. NO. for SAN DIEGO CREEK BRIDGES GENERAL PLAN These Record Drawings have been prepared based on fnfor~atlon submitted, In ~art, by others. While this information is believed to be reliable, City of Newport Beach 1s not ~ ,e,p0a,;ble foe ;t, ocmocy. no, foe mocs o, om;,s;oa, wh;ch moy hove been ;nco,pocoted 11/2a/11 TS AS-BUILT DATE DRAWN et:: into these plans as a result. ill REVISIONS il_ ________________ --------"===::============-____J__-~:.:::_____ _ _j___~=--1-----~-DATE BY DESCRIPTION APP'D. DESIGNED CHECKED MH DATE CH CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 20F 22 RECORD DRAWINGS ~ 0: ill < ".J "' Edge of deck See "Detail A" .,......._,_,,, / ' " / \/ ---------------1 ' I ,/\ \ ,/ \ / J ,,/ / I ~------------------+------------------------~----------1---~-~------------~/---- Pl A[\I (Abut 1 shown, Abut 9 similar 1'-0?" 1/4 "=1'-0" by 180" rotation) 3" cir, typ Pay limits for Structural Concrete, Approach Slab 3'-o" SB abutments 11 '-0" -NB abutments '3\ "A" Line Match existing bridge deck grade See Note 4 and e:, #6 @ 12 See "Tie Detail" 1'-6" #5 @ 12 #5 =::J @6 " '\ I --See "Detail B" ---4"o/ x 2'-6□" XX strong pipe pin grouted in a 6"0 coefed hole. See Notes. Precast Voided Slab ~[ ___ ___,,___,__------j t-------i---~--------t------,------', + =---r-- - - - - _12_• #5 @ 12, tot 2 -~ #8@ 6 #5 @ 18 #5 bar chairs @ 3' -0" transversely and 4'-o" longitudinally + + See "Paving Notch" -----i CJ) C u 0 o._ (f) ® ~------Roughen exist concrete surface to ," amplitude 1~typ © ,,----------i----#5 drill & bond dowel in 7" deep hole, typ ------""----+---+---------+-#11 @ 5 max, tot 30 #4 @ 10 max DRILL & BOND SCHEDULE Row Horiz spacing SECTIQ[\I A-A ® thru [() 1 O" f' =1 '-0" © 1'-8" ~-Structure Approach Type EQ (10) Building paper -~ Paving notch N #5 tot 2 0 1~typ N ;\ 6" & var L Drill & bond #5 r----- @ 18 12" into IL____ ' existing PA\/1 l\l G l\l QTCH :_ ; 111 I I .) : f-l l I No Scale '._ I I \_) -I ) U LI ··' I\I ' lh-Rec«d Dro•lngs how been prepar«I bciHd on lnfcrmatlon submitted, In part, b)' ot:hrs, ~II• thlll i'lformaUan Is belltMKI to be reliable, City of NHPart Bltoch 15 not ~'::• ~~I~ "':'::ift. nor far errors or =-~ which may haW! been Jncarpcratecl LEGEND Denotes existing structure (j:_ Abut PLANS APPROVAL DATE Dokken Engineering 2365 Iron Point Rd, Suite 200 Folsom, CA 95630 (916) 858-0642 " r " 49" measured along II: abut Approx C exist dowels 7 . 75048 Exp,_1=2-_3~1_-~ " " Edge of deck CL pipe pin & 6" cored hole ft 2?x?x 2? with 1" 0 )>{ole ?" 0 /od @ 24, with nut and threaded ends.Rod to be encased in 1" 0 x / 30" PVC conduit 8" clear, other depths must be approved by the Engineer Drill and bond 12" into existing See Note 1 30 ° See Note 5 ------+--_.,, ----·%----// TIE L u PIPE Pll\l DETAIi ?"=1 '-o" Structure Approach Type EQ (10) 2" cir 2?" I . Cr t f Polystyrene 2" cir around anchor assembly _ _ _ Limit of I I excavation for 3'-0" i..•---------• constucting max paving notch extension DETAIi NOTES: No Scale 1. The contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. Pipe pin to be placed 2 per PC slab section evenly spaced, 12" from edge of cored hole to edge of PC section. Grout hole following pipe placement. /1, 3. For Section B-B, Detail A and Detail B, see "Southbound Abutment Retrofit No. 2" sheet. 3 -. 4. Adjust bar reinf to clear a sawcut for sealed joint, when required. 5. Space to avoid pipe pins. 6. For limits of approach slab and paving notch extension, see "Southbound Abutment Retrofit No. 2" sheet. 11/23/11 TS AS-BUILT SEISMIC RETROFIT 3-8-11 MLH REVISED DETAIL for SAN DIEGO CREEK BRIDGES PUBLIC WORKS DIRECTOR '2 / -21-11 MLH REVISED DETAIL R.E. NO. SOUTHBOUND ABUTMENT RETROFIT NO. 1 1 '\ -6-11 MLH REVISED DETAIL. DIMENSION, NOTES DATE DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH REVISIONS CHECKED MH DATE CH PUBLIC WORKS DEPARTMENT SHEET 3R2lF 22 .. ~----------------------------------------------------------------------------------------1---------------------1-------'----~----------~----~ RECORD DRAWINGS Exist wingwoll CL Jamboree Rd Abutment Backwoll Retrofit Structure Approach Slab Type EQ(10) Limits of Paving Notch Extension and Detail B lliJ' End Barrier Treatment / / Exist wingwall / ct Abut Edge of deck -----------.._• ---------------¾----r-------------•~ Edge of structure Edge of deck "A" Line Roughen surface to ," amplitude Type A Seal (MR = f) #4 n@ 12 in 5" deep drilled hole, stagger legs 6" 4" cir. typ • I 1'-1''+_ approach = inside edge of barrier STRl JCTl JRF APPROACH Pl At\l ?"=1 '-0" Type A Seal 8 (MR = f) (Abut 1 shown, Abut 9 similar by 180"' rotation) 1 " 5", see Note 4 " "A" Line Type A Seal B6-21 #4 drill & bond dowel @ 12 in 8" deep hole (MR = t") ---Clean joint, see Note 3 See Note 5 #4 cont tot 2 DETAIL B 1 1?" = 1·-0" Exist cone barrier #5 @ 12 #6 @ 12 #5 @ 12 #8 @ 6 #4 cont #4 cont -C~~;:----1--#4 J@ 12 SECTIQt\l D-D Structure approach 1"=1'-0" 1· '· ( ·-,) '. / " . I ( • LEGEND REGI Denotes existing structure I \_,./ PLANS APPROVAL DATE Dokken Engineering 2365 Iron Point Rd, Suite 2D0 Folsom, CA 95630 (916) 858-0642 NOTES: 1. The contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. 3. End barrier treatment (Type 60) to be removed and replaced, approx 20 LF at each abutment. Construction sequence @ backwall: Place backwall cap, install pipe pin, clean joint (& maintain free of debris) -Construct approach slab, install seals. 2 \ 4. Protect existing reinforcement. 12 \. 5. For details not shown, see "Paving Notch" detail, "Tie Detail", & "Section A-A" on "Southbound Abutment Retrofit No. 1" sheet. " 3" cir, t @ 10 max #11 @ 5 max #11 ~l -~@ 5 max DETAIi ?"=1 '-0" 5 max #4 A . <D I . <D 1• ' • • • • • • • • • • #4 • • • • • • • • ... .... ...____ ~ • • • • • • • • SECTIQt\l B-B ?"=1'-0" EE HANCO . 75048 p,..:1--=2_-=--31:.._-_:._ @ 10 max I I I ) I I ) SEISMIC RETROFIT 11/2.3/11 TS AS-BUILT PUBLIC WORKS DIRECTOR R.E. NO. ,/2\ -8-11 MLH ADDED SECTION & NOTES ~ SECTION c-c DATE __ _ I ILL _/1 / -6-11 MLH ADDED DETAIL B & NOTES for SAN DIEGO CREEK BRIDGES SOUTHBOUND ABUTMENT RETROFIT NO. 2 0: ill N S I Th••~ DJGll'lng, haVII b.., prepor.d baNd OIi 1111-atlon 8Ubmltted, In part, by APP'D. DESIGNED DRAWN "" o ca e ,.,_ ............................. ,. ...... '"'"'"-''"'~•-"' CITY OF NEWPORT BEACH ".J :::r;::.".: z~·m·~:.":l'i. "" "" ~ " ~ ..... """' •• , •~ •-... ~ ...... i ~-------------------------------------------------------------------------------------_j ______ ___:__::_:__~.:.._ ______ _j_c_H_Ec_K_ED_M_H_L_DA_TE __ c_H_L_ __ PU_B_LIC_W_OR_K_S _DE_P_AR_TM.:_:_E=-N--T __ i::s=-HE=E=-T=-4R~:D=F--=2::.J2 DATE BY DESCRIPTION REVISIONS RECORD DRAWINGS~ 0: ill < ".J i Abut Structure Approach Note 3 ~ Structure approach " " typ .----Exist wingwall ~-------Bridge joint Bridge deck (Abut 1 shown, Abut 9 similar by 180" rotation) PLA t\l 1/4 "=1'-0" Exist wingwall " ,, " 2" Structure Approach ,, ,, #4 cont #4 cont tot 4 (Note 2) Exist abut ~-Exist wingwall SECTI Ot\l C-C ffi 1/2"=1'-o" (For details not shown, see "Section A-A) NOTES: ffi ------ 1. The contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. Continuous bars to be placed through 3" 0 cored holes (min) in exist wingwall. 3. Begin taper at inboard face of existing wingwall. #5 drill & bond dowel @ 10 horiz spacing, typ 1 '-0" min Exist abutment 1 : 1 • 9" max & vanes ..-'--,--+~· --+---#5 n @ 1 o 1-~-#4 cont@ 18 (Note 2) ~+----t• -1----------------- " SECTI Ot\l A-A 3/4"=1 '-0" ffi nie11 Riecord Drowhgs hOY8 bNI prepared boeed on fnlcrrnotion submitted, In part, by olh9r8. 1W,n11 thlll lnft>nn1rlfan 111 b11lt11..,d to b11 reltabla, Clt(c al lwwport Beach 111 not ~go;::,e ptne!t:,.a~ft. IICII' for '"°"' « om1NICl'l9 wh ch may howo beM lne«p«Gted 11/23/11 ffi 2-24-11 DATE REGI I RED CIVIJf ENGINEER I \_j PLANS APPROVAL DATE Dokken Engineering 2365 Iron Point Rd, Suite 200 Folsom, CA 95630 (916) 858-0642 . 75048 p,_1_2-_3_1_-_1 i Jamboree Rd TS MLH BY LEGEND Denotes existing structure Structure Approach Building paper, typ e ' MR~ 2" • • #5 @ 10 • Exist abutment • J SECTI Ot\l R-R 3/4"=1 '-0" (For details not shown, see "Section A-A) AS-BUILT REVISE & ADD DETAIL & NOTES DESCRIPTION APP'D. PUBLIC WORKS DIRECTOR R.E. NO. DATE DESIGNED DRAWN SEISMIC RETROFIT for SAN DIEGO CREEK BRIDGES NORTHBOUND ABUTMENT RETROFIT CITY OF NEWPORT BEACH iL _____________________________________________________________________________________ ------11----------------------1----~-------=--L-----------~----~ REVISIONS CHECKED MH DATE CH PUBLIC WORKS DEPARTMENT SHEET 5RtlF 22 RECORD DRAWINGS 19'-3" -- _/ A ,-' -I -' / I ' " / ~ ,_ ---I~ ---~' ~ -~ ;~ ' ~ / ,- I\ ,/.,-, IT__l~ I ----r_t -_:--~j [ ,/ '· ~ IL__ ,rr_ ~ -----::rL ----:II ..... _. ~"' . . I ~-" I "' ", +I : I N 42'-9" ~ See "Detail A" B ~ ~ -~ -,-~ \'-'\ ---------ir-1 -ir--j~ - I ----I ----r--:-__ (I ---.I /-'. _,,.-••. /--. --, /-., __ i,,., ,·· -,_ '/ ' .-· -,, _.--, I / \ t ' ,· '1 ' I I ) I ,' ', I ' ,. , \ : I :, ) I, I ' ' : \ I \, ', j _j ' -I -/ 'j " I --/ ,_ ,,, --·-,.,, I ---·----=----=--L__ -----=---- -~ -I--\ ~~~~- \ ,~\ ,---1 ----i= r= ---i= c___ -i__ -----c_ -i__ -=--:::J I ' ' ;\ I ; 1 _l r /---"' -~, / ·~-' ·~ ) ' I ,, ( I ·, ----✓ --..... \_ '· -. __ -', ___ ,,/ __ / --=------=-~ - - --/ '- / -,-= I/ - - , I " \ #5 drill & bond in 5" deep hole, typ. Lap 12" with opposing dowel, typ \....,.--See "Detail B" \ - I I f , I ~ . ~ I I 0) ' - ~ ~ \ ' ' I 11/ L u o._ >, : +-' ,. )'., / ·,. / --- 1,.--- ~" A," L__;\ -' -l____J,,,---- -\-,, ' ,, ' ' ', 18" octagonal piles 20" square piles Fl F\/ATI Ol\l 1/4 "=1'-0" (Pier 4 shown, Piers 5 and 6 similar) 3" cir 6,, 1/ 1/ 1/ 1/ 1/ . . . . 7'-o" #4 @ 18 #4 @ 18 PART SECTIOl\l C-C NOTES: The con tractor sh all verify al I control I in g fie Id dimensions before ordering or fabricating any material. For Sections A-A and B-B, see Sheet 5 of 10. ?"=1 '-0" 3" cir #4 @ 9 max between piles 1 6 .. . . -. #4 . . #5 drill & bond dowel. Lap 12" with opposing dowel LEGEND Denotes existing structure ' " 7'-o" (jl) ...... / - V,?»." _L_,_ 18 L u t'"l I / t I (0 f +I ro I N (0 #4 @ 9 max between piles Level _J #5 drill & bond in 6" deep hole, typ. Lap 12" with opposing dowel. #4 @ 9 max between piles Level n" DETAIi A 1 /2"=1'-o" 3 PLANS APPROVAL DATE Dokken Engineering 2365 Iron Point Rd, Suite 20D Folsom, CA 9563D (916) 858-D642 2-#7 #4 @ 18 / Exist pile cop ), . L u (0 -~ -I---~-__e----=-_-=r-_-_-~ -~ - . I ~ DETAIi B ?"=1'-0'' #4 @ 18 7' -0" . 0 I . ro #4 _ ___Jjgl 1 8 "" MASO $ LEE HANCO LLJ = No. 75D48 P>--'1-=-2----=-31:_-_:_ CIVIL OF a SEISMIC RETROFIT PUBLIC WORKS DIRECTOR R.E. NO. ~ Tome Record Drawing• ho"" been prep<red baaed on l-lformot1on -.b-nllted. n part. by 11/23/11 TS AS-BLJIL T DATE _____ _ 0:: att,,n. "Mlle 11111 ln1onnotlon Ill bol-to be l'Wlcmle, City al' Nawport Beach Ta not for SAN DIEGO CREEK BRIDGES INFILL WALL DETAILS NO. 1 ! r:::'~~::-.:.:<:..•:;:~.""" ~-" '"'""""'"~ • ., "'~ ··~ _ .. .., DATE BY DESCRIPTION APP"D. DESIGNED DRAWN CITY OF NEWPORT BEACH i.~--------------------------------------------------------------------------------------L-------R-=E __ VIS--IO--N-=-S _______ --1---cH_Ec_K_ED_M_H_'_DA_T_E __ cH_L_ __ PU_B_LI_C_W_OR_K_S_D_EP_A:_RT__::M::_EN:_T __ __:s::_H=EE:_T__:6::__:::0F__:2::2:.J RECORD DRAWINGS I Slab ~ Pile = L ~fill wall I ~ I I I I I I I ' 3'-4" i/ I,------'~~ I - - #4 _@ 9 max - between piles NOTES: . . . -----1--#5 drill & bond in 6" deep hole, typ. Lap 12" with • opposing dowel. #4 @ 18 ~--;---#7 '~~' tot 2 /\ SECTIOt\l A-A 1 /2"=1'-0" The con tractor sh all verify al I control I in g fie Id dimensions before ordering or fabricating any material. 3' -4" tot 2 I ~ Pile = L ~fill wall I ~ I l Exist pile cap I l/ 3' -4" I,------'~~ I #4 =@ 9 max - between piles • #5 drill & bond In 6" deep hole, typ. Lap 12" with opposing dowel. ~--;---#7 '~~' tot 2 /\ SECTIOt\l B-B ?"=1'-0" LEGEND Denotes existing structure 3'-4" tot 2 11/2>/11 TS AS-BUILT DATE BY DESCRIPTION REVISIONS ~ioffSSI0,\14( -~ MASON ~ l:!:!· .., /:fl LEE HANCOCK ~ LLJ '" = 75048 "' No.~~~- PLANS APPROVAL DATE ~ Exp 12-31--,-11 lt 1------------------'. ~l: CIVIL o.~ Dokken Engineering c OF C~\J'il"' 2365 Iron Point Rd, Suite 200 Folsom, CA 95630 (916) 858-0642 PUBLIC WORKS DIRECTOR R.E. NO. DATE _____ _ APP'D. DESIGNED IDRAWN CHECKED MH DATE CH SEISMIC RETROFIT for SAN DIEGO CREEK BRIDGES INFILL WALL DETAILS NO. 2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 7 OF 22 RECORD DRAWINGS ~ "' "' ~ ~ ct Abut 1 Abut 1 Approx OG 10 Datum Elev 140.00' BB 10+00.00 Bent 2 140.00 LC))-C)'' + ct Bayside Dr Remove stucco coating, typ RETROFIT LEGEND G) Fixed Bent Retrofit G) Expansion Bent Retrofit <'.3) Steel Column Casings Q Abutment Retrofit --Exist light pole Reset Bent 3 11 I I I I I I I I Bent 4 Fl F\/ATI Q[\I Elev 195.00 + Exist electrical conduit, see "Bent Retrofit Details No.2" lb I , I ', sheet G) r Exist fire hydrant + NOTES: G) Exist yard wall and patio (protect in place) ' I ', I I I I I I ' ' I I I I I I ' I--v:; I -I I -0 G) ·-> {/) ·->, '-o O [O '1 • ~ --6" n/ gos I I 'f 1, 1 (protect \ 11 in place) 1, q, Exist overhead telephone (protect in place) ([_ Bridge 11 0 PLA[\I ?"=1' 1 The contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2 The contractor shall protect all private improvement. It is the contractors responsibility to restore any private im provem en ts dam aged to origin al condition. 3 Three days prior to construction contact Nancy Kearns, Pork Maintenance Supervisor, (949) 644-3082, to mark all irrigation heads, boxes, etc. 4 Contractor to protect existing turf, plants, trees and irrigation systems outside of work area. Any damaged G) areas shall be repaired to the satisfaction of General Services. Reseed damaged areas with Marathon II Toll Fescue. Bent 5 ,LJ ~ Bike Path Bent 6 12 INDEX IQ Pl ANS Sheet No. Title 19 General Plan 20 Bent Retrofit Details No. 1 21 Bent Retrofit Details No. 2 22 Abutment Retrofit Details Exist stairs 12 Exist irrigation water & electrical service (protect in place), typ These Record Drawings have been prepared based on lnformatlon submitted, rn part, by others. While this Information Is belleved to be reliable, City of Newport Beach ls not responsible for Its accuracy, nor for errors or omissions which may have been Incorporated Into these plans as a result. 11/23/11 DATE TS BY ct Abut 7 Abut 7 PLANS APPROVAL DATE Dokken Engineering 2365 Iron Point Rd, Suite 200 Folsom, CA 95630 (916) 858-0642 ([_ Bridge q'_/:: /'-2" -L Exist planter, typ -Exist columns ,-1\--' EB 12+40.00 Elev 201.00 111: , : 11111 AS-BUILT DESCRIPTION REVlSIONS 0 ----------... ' ' ' ' - ' I ' I I I I TYPICAL SECJIQ[\I 1 "= 5' (Bent 2 shown, other bents similar) \__ Exist gate (protect 1n pl ace) APP'D. LEGEND ----Denotes existing structure PUBLIC WORKS DIRECTOR R.E. NO. DATE DESIGNED DRAWN CHECKED MH DATE CH SEISMIC RETROFIT GOLDENROD AVENUE POC (BR. NO. 53CO15) GENERAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 190F 22 ~------------------------------------------------------------------------------------------'-----------------~----~---~----------------~ •• RECORD DRAWINGS 3" c/ & 6" a/cored holes. For locations, see Sheet 11 of 13. See Detail A A ' (_) stirrup spacing -- I + U] , Top deck /=-\ ~--+-----+---+----+--~ 1 • I r~ .---+:---\~l/ • • ,_: • • • c • u ·•. ___q; u . '...'-. :o I . -I I , -C' • - I C C C -- / •.ct----i--+--+-+---+---+------t---+---+------+---+----+--+-+-t--+---t{ t--+-+-------w A Exist columns -c C' " 0 ,'_g"_I I PART ELE\/ATI Ot\1 '?" -1'-0" ' ' _ (_) . I J - (Bent 2 shown) ' coy 3" cir Column retrofit, see "Bent Retrofit Details No. 2" sheet 6-#4 Cored hole #7 l~-~tot 8 #4 l Jstirrups Approx I ocation of exist reinf • • -\ -#4 tot 2 II \ • . 1 o" -1 ' (J: ,,-; ' : * 7 Cored hole #7 I ~--------#5 1~~1@ 16 In 1 "Q FIXED BENTS 2, 4 & 6 drilled hole. Field bend after placing bar thru hole. Inject epoxy before placing cone. I • - ~RlltESSION,4L r:~ MASON ~ "!:!, ~ /2' LEE HANCOCK ~ "" '"" = 75048 "' No.~~~- PLANS APPROVAL DATE • Exp 12-31-11 /, !----------------¾, CIVIL ~-..J1'----I 0okken Engineering ·;-,,. ,<\~ r <-OF C~I..\'" 2365 Iron Point Rd, Suite 200 Folsom, CA 95630 (916) 858-0642 I ------__ ,.., L (_; t -,t---------t--9 JJ expanded polystyrene -- • I . f . ' ' ' ' ' ' ' . ' •1: . J ' ' ' ' . . . . • #4 l . . 1 o" Approx location of exist reinf EXPANSION BENTS 3 & 5 Jstirrups, typ B E t\l T C AP SEC Tl O t\l S '?" 1'-0" * Contractor to avoid damaging existing transverse reinf when drilling holes. NOTE: The contractor shall verify all controlling field dimensions before ordering or fabricating any material. For Section A-A, see Sheet 11 of 13. LEGEND ----Denotes existing structure These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 11/2.3/11 DATE TS AS-BUILT BY DESCRIPTION RE\1SIONS - r"; I -- & 7 • ' --' 1.-x-; f V PUBUC WORKS DIRECTOR R.E. NO. DATE APP'D. DESIGNED DRAWN CHECKED MH IDATE CH DETAIL A No Scale SEISMIC RETROFIT GOLDENROD AVENUE POC (BR. NO. 53CO15) BENT RETROFIT DETAILS NO. 1 CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT SHEET 20 OF 22 •• •• •• • • •• •• •• RECORD DRAWINGS ,. • ' - i t I I ; I I I I I "• A • -t I • : I ' I · i Bridge 1 ' -----:, " '" / .\ •. \ . . • ' - "ill!--- - #5 @ 16 in 1 " 0 frilled hole i Bent Exist bent cap Retrofitted bent cap 4-#4 [ i J" o/ cored holes __J i 6" o/ cored holes Exist electrical conduit, Bent J,see Note 7. i 6" o/ cored holes i J" o/ cored holes FIXED BENT i Bridge ' - -. .. ~ ' EXPANSION BENT Bent J shown, Bent 5 similar by opposite hand CORED HOLE LAYOl lJ ?" = 1'-0" Details are symmetrical about L gridge i Bent Expansion side Fixed side Exist bent cap Retrofitted bent cap ~; I I I ·• These Record □rowings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. <;/ I 4-#7 per side, tot 8 #4 stirrups -/i • "' • • • • • • • • • • • • • • • NOTES: • • I I I I 1 • • I I I • I' I I I I I I I I I I I I • I I I I I I I I I I I I I I I I I ~ SECTIOf\l A-A ?" = 1'-0" 1. Appropriate injection nozzles to be provided on casing, but removed and ground flush following completion of grouting operation. 2. All voids between steel casing and PCC column to be filled with grout. J. Location and number of vertical and horizontal welds to be determined by the Contractor, and subject to the approval of the Engineer. No skip welds allowed. • • 4. Backing plates to be the same thickness as casing. 5. The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. ~ ffi 6. Paint steel column casing to match adjacent existing surface color. 7. Relocate exist lighting conduit and reattach to retrofitted structure in a manner subject to the approval of Engineer. Provide temporary lighting during construction. 8. Finished surface of cored holes to match exist deck color and texture. LEGEND ----Denotes existing structure I I the • • / -• • • • • • i f • • • • • • ' 11/23/11 ffi 2~24--11 ~ 1-25-11 DATE Roughen surface of cap to " amplitude " . ,-=-;, - _/ [ -4-#4 .. :::c I . . ,-) t 'c:,l -V ~ . ) . Dry pack ~. , slope . to drain 6" x " PL, typ Welded joint typ 6" " PL X typ ---- PLANS APPROVAL DATE Dokken Engineering 2365 Iron Point Rd, Suite 200 Folsom, CA 95630 (916) 858-0642 i Bent r MASO EE HANCO -:::t-if----.,.----<typ ~---Casing to be ~-----placed on footing top surface _P_A_R_T_E_LE_V_A_T_I O_N __ ~ ffi 9 " = 1 '-0" / / / / / / / / / / / / / / / 4c; l y:~ SECTION B-B No Scale typ " thick steel PL ASTM A709 Exist column Backing PL, typ " thick polyethylene --Grout COi 11 ~d f\l RETROEI I TS AS-BUILT MLH RE~SE DETAIL MLH RE~SE DETAIL & NOTE BY DESCRIPTION APP'D. RE\1SIONS PUBUC WORKS DIRECTOR R.E. NO. DATE DESIGNED DRAWN CHECKED MH DATE CH SEISMIC RETROFIT GOLDENROD AVENUE POC (BR. NO. 53CO15) BENT RETROFIT DETAILS NO. 2 CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT SHEET 21R2lF 22 * 8 10 4 WC Co grc thr co Grir witl •• RECORD DRAWINGS ~ 0: ill < t #8 x 2'-4" dowel, tot 10. Grout 1n 1 " 0 c(red hole /t Bridge C • • • • • • • • • • C c,'-(J11+ ARI IT~JEt\lT RETROFIT Pl A[\I 1" -1'-0" Note: Finished surface of cored holes to match existing deck color and texture. footing + rt Abut Footing + These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as o result. 11/23/11 TS DATE BY AS-BUILT DESCRIPTION ".J o: REVISIONS PLANS APPROVAL DATE ~illl'ESSION4( -~ MASON ~ t:g. "' /:fl LEE HANCOCK ~ "" ~ = No. 75048 ~ E 12-31-11 * (\ XP•~~~ 1---------------->,.\ ~ CIVIL ~ Dokken Engineering '/',-. '-"~ <-OF C~\.\\" 2365 Iron Point Rd, Suite 200 Folsom, CA 95630 (916) 858-0642 Abut Footing #8 tot 1 4-#8 -~I ';_odrill & 2' -2" bond epoxy cartridge \. -~~\. ----,..\-10-#8 drill & grout ' N SECTIOl\l C-C 1" -1'-0" NOTES: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. PUBLIC WORKS DIRECTOR R.E. NO. DATE ______ _ APP'D. DESIGNED DRAWN CHECKED MH DATE CH SEISMIC RETROFIT GOLDENROD AVENUE POC (BR. NO. 53C015) ABUTMENT RETROFIT DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 220F 22 ... ,__ __________________________________________________________________________________________ ,__ ________________ __,_ ____ ,__ ___ ~-----------~----~