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HomeMy WebLinkAboutEA 2017-0003; 2017 BRIDGE PREVENTATIVE MAINTENANCE PLAN; Site Plan., • • f•'''4;7;' ... .••.•: 76'-0"±1'-3"±,.i.142'-21/4"±.1.1"-3"±•. POINSETTIA LANE r 16'-0"±4T-4 Y4"±47'-.1)e4"±47'-4Y4"±"I 16'-0"± I •r. 1 I I 0 I I I l'-O"5'-20_''r I 29'-10"±...../- 4.-0"± 30.-0"±5‘-0"1'-0" 24.-0"0 **-100.:tiviv.e.iwpw WV ;V "•17•;•-''.''•;.•'.•''•.'';•-•••;•-ic"-•-•"*"'VII,''IP-.••••• ive.v 4.... ......". -4.....4....„4„..4.4.40.t... ' 2:i..ii._'" 3'-0" '&4'4.4.c4,,74.:44"•.•••:.• •4.+•••••••••• •••• ,•4 • &•4444•444.4.744:4'0©IlD li2 2ais sbla2issiory,1;...........;4-•:.•:.•:•-•.2_..•2t...2 ..2;.•1k ..,•4ot.•1.1...t74--4.--•--•-.t..:z A.&....-t-C.....,........•,,,•.,,,,•,.„•••• ..._...•••....:47#7.+Jei...#,A:A.at-MEgig5gg 7 lt.-..A7...ZT....;:k....A7(...•;:f.„r ...17.--1,15-:775.-:::T.-noTo.-:571)..:5157:::111,....A.K..it....A...17.7.....t.-C..-_Pg..(----.:,--- '7.--_--:::::=7"-.7-------___ ---7-.------r::.__=====7:_.7_: -7 ....,....14. ---- -,„I I :I I I ( ....„if,I I i 0 I /\;-)c /,„e"iN "%....,I I E I CI ./_.."I o....... .if" s,,,,!! I ,'""I ...4.„,_.I 1 L _.'-'--..L _ L z.„if 1 _I I I . 1750 ELEVATION 1751 i I I I I I H 1"=10' - .\ TOE OF SLOPE,Typ BNSF ---- ........ ......_ ...4( MAINLINETRACK BNSFNO.2TRACK 1 1 //:. - TOIP OFt SLOPE,Typ TYPICAL SECTION ye .1 •--o" LEGEND: ()Remove Exist concrete barrier and chainlinkfencing(South side only).ProtectExist4"conduits, =.17_:..:._:.-___:-_7-_=T-_:..7._-_-___=_7--:7_::::_-.7 =1:-.7:_=====._-:-=.7=-..:::_:=-_::-=:-.:=_:.--::_.1 ==.7-_--I:=:-.7:.:=7:-=_::::._-:=.7.===_-=_::--—_-_____-_-_=:::=7:.=:::_-::..-=_-:.:::===::=::]0 Concrete barrier type 732SW (Mod) 0 Chain link railing type 30 /,1,.1\11,,I1 0 4O Concrete expansion dam I 0 'IL_I I 11,1,I @ Joint seal (MR =I/2") 1 0 i I I I I I 0 !.C=i TO CARLSBAD Blvd 0 Repair Exist spoiled expansion dam 1 11 11 1,1,0 11,1 0 Repair Exist mosory block wallBB1749+76.12±43 '.'.°„ I,I.\Elev 77.48'II 0 " C POINSETTIA LANE ..()1 1,()Repair spoiled type 25 barrier concrete 1750 1751 1754 9 Epoxy crock injection (slope paving) 0 Temporary Railing (Type K) TO 1_5 /d/ir:,,barrierLimits ofo 00 00 00 EEB 1751+20.82±.8'anddrecmnonvien elxiniskt fencerete RECEVED lev6 I MAR 2 7 2017 0 0 INDEX TO PLANS CITY OF CA LS-Bik0 v /:///Sheet No.Title PLANNING DIVISION 27.:I ----_.---t-r---n--..1 •.•• •...--••••••••••••••••••••••••••••11 •041minuma --— --— --— --—--—--— --— --1 GENERAL PLAN I I I I I 1111 Ell 1 1111Ir 0 2 3 CONCRETE EXPANSION DAM CONCRETE BARRIER TYPE 732SW REPLACEMENT0004TYPE3CHAINLINKRAILING 5 TYPE 25 BARRIER AND MOSONRY REPAIR PLAN SHEET CITY OENGINEER F CARLSBADSTS1u=1 0 '.-I ING OEPARTIENT oofEU/0. rum row rotlillEI I ill LAW ONFINGNI WWII I 'D 01(1(EN PRIENGIU R. BURNS DATE.3-15-17 DETALS BY.D. SY 0 -'tscALE.AS SHOWN 4s.e GENERAL PLAN NOTE:.../..... b..ROBERT E.1.pRj.wok.C. TORNACI ix No.2303 a etiRta --.APPROVED WILLIAM E. PLOWERCNIIIIPICIENINRIThecontractorshallENGINEEROF110R14I;—int.--;.PE 2676 EXP4-31-02 DEPUTY CITY ENGINEER DATEverifyoilcontrollingfield4.mi.1.1 *PROJECT MONO.ORA No. dimensions before ordering ..10.;.t,_______p_agoziti:__t Op TIM PATE KNil REVISION DESCRIPTION WTI SOUL WE MIK cm By..14.7.2303orfabricatinganymaterial.63610.04 Vie ROO 66/6 mow RC&4.Or DO.DOWER Cf 11011R onet ~fa OTV ~IN.R610 RT. 1,..2r -1 Exist EXPANSION DA BLA -, SAW CUT -., l'-5"3"1'-5" .....---SAW CUT B _1 c JOINT SEAL :IMATCHExistAC RAPID SET CONCRETEy4. I OVERLAY PROFILE TYPE AExistRAISED I CHAMFER,Typ 3"Win 'TMEDIAN(TO REMAIN)-r] - 1 -----—------------------- I #4 Cont,Tot 2 #4 Cont,Tot 2 I I ------------------___3-min T / / /. / /-,///.----- I -I-•.11.w :Ill I LIMITS OF CONCRETE X 2"4'r REMOVAL AND REPLACEMENTwutI..- .4 1le.wo •-40 c ',ow „•,0 .5_1 0a-n>LLI I 004 it, -15 I ol- u-I 41 = IX °Z.0.-u 3" #4 1 --- 6118 DRILL AND BOND DOWEL IN 5"DEEP HOLE 3" _..,,Exigt JOINT OPENING VARIES 3" . xim-or->c-)ri rnx io - -4 oz-4 .f.f2L I B 1 1 1 ,UNSOUNDsti OR iiO4 \ CONCRETE 0 I lili,,A3"=1'-0">SECTION A-AA .....3. .\..... r I I t ' .e 1 I Exist AC OVERLAY I I JOINT SEAL eliti Exist CONCRETE ;Exist JOINT SEAL TYPE A 411.RAPID SET CONCRETE EXPANSION DAM -- 1,,,,,....c 1 (TO REMAIN) lxi_s_it_#_4C_or_i_t_, Exist #4 Cont, li Tot 2 (TO REMAIN) , ‘ Tot 2 (TO REMAIN)I I 1 N z i i ---- 1 r --- 1 1 I 4 _J_J 4 -1 _ 1 REPAIR SPALLED EXPANSION DAM . 1 1 1 1 1 1".i '-0" !! ////) /181-(TO REMAIN) 10)00 SEE "CONCRETE BARRIER TYPE xist*4 I -- SECTION B-B 732SW REPLACEMENT"SHEET 3"=i '-o" CONCRETE EXPANSION DAM LEGEND: %"=i'-o" 1///Limits of removal Sill CITY OF CARLSBAD sysENGNEERINGDEPARTIENT- PIANO FOR POIIIMMA Lei linage RNAS NOTE:Ir./"-DOICKEN NuENGEL.R. BURNS DATE.3-15-17 isofESS/044 DETAILS BY.D. SY KALE.AS SHOWN 4.1)<tr.4.ROBERT E.11. ._.- - . -CONCRETE EXPANS I ON DAM ..."\...N N NI I N „N .„PRINNGRa C.TORNACI Joe NO..2303 .t..BUMS i APPROVED MUM E.R.UIAER The contractor shall ENGINEER OF wyau i ._4214 ;PE 241176 EXP3-31-02 DEPUTY CITY EMMEN DATEverifyallcontrollingfieldin.p.1..1 *INN eTI -Oh--PRCUECT 140.DRAM NO.dimensions before ordering ..11.5.2...tA0.---DATE.3-15-17 sri.INC DATE MILL - DATE SEIM DATE 11.11AL CHAO Vs _ag_2303SEOmiglikSOOSalt CM II29HST REVISION DESCRIPTIONorfabricatinganymaterial.Ku 44.0.0.120f DOWER CC Km ona IPPROVIL an APPROVAL MD 81'." 5' '-„- :/dp SEE "TYPE 3 CHAIN /SEE "TYPE 3 CHAIN LINK RAILING"SHEET LINK RAILING"SHEET/' 1"-()"X 5"-0".2"1"-Cr,i'12 - 1 5'-cr 2"g . Exist EDGE Exist FACE OF DECK ----....,.....:OF WINGWALL-.AItiiitit CONCRETE BARRIER Milk_.F.-1...CONCRETE BARRIER B11 -58 TYPE 732SW (Mod)RSP -7...T..;w RSP i771 TYPE 732SW (Mod)r!01 (WITH APPROACH SLAB) '1111111 OirA0 1....4 tt6 0 8 DRILL AND BOND Exist 1$5 x 5'-10"0 9±rilPij ler .4 DOWEL IN 6"DEEP HOLE 17 (TO REMAIN) 1 0 0 REMOVE Exist AC Exist *41 CB 18± 114111r 1401 #51—I 6E(P8xRiosTtEcir" CONDUITS,Tot Tot 6 Exist 4"CONDUITS,Tot Tot 6 Agimw..=.......A........(TO REMAIN)#4 (I<16 DRILL AND BONDExisttt4x1"-6" NT 40vAorAlfrAdormiarAe -_-1 DOWEL IN 6"DEEP HOLE18±(TO REMAIN)br1r , eia iiiMIPiVA/0/.„..... --------Exist WINGWALLA(TO REMAIN),'4WM 1 ,I 3'± I --s" s,!s,t"\/s,/%i \(/: 1 I +.I I I .. .--. I 1,k I ---...,./.,J i . --.,i k /.,'Exist #7'Fel 9±Exist APPROACH SLAB (TO REMAIN) ,•---"_--._.,"' I I (TO REMAIN)----_i i I i I I 1 ia_ CONCRETE BARRIER TYPE 732SW ON BRIDGE DECK CONCRETE BARRIER TYPE 732SW ON WINGWALL 1"=1"-0"1"=1'-O" NOTE: For details not shown,see 2015 Caltrans Revised Standard Plan B11 -58 and 811 -59. LEGEND: .M Limits of removal IT CITY OF CARLSBAD5nBIGINEERINGDEPARTIENT NAM F01 POINSITTIA LAIS 011114All MAO j DOKICEN pRJ.ENGR..R. BURNS DATE.3-15-17 oNESS/044,. .CONCRETE BARRIER TYPE OETAA.S BY.D. SY SCALE.AS SHOWN 0.•F.,732SW REPLACEMENTNOTE:...,•-4..ROBERT E.W.ENSINERNIN.PRJ.MDR.C. TORNACI JOB ?Oa 2303 le,MIS ;. - APPROVED WILLIAM E. PLUIRER The contractor shall DOWER OF ROMs -__CML E PE 2076 EXPa-31-02 DEPUTY all ENGINEER DATE-verify all controlling field ••1 -1 4.-.Dm DY3 -.DI—PROJECT NO.ORATING NO.dimensions before ordering DATEt 3-15-17 4.4 mn ITIL NW NUAL NTE NMC Nosy.41_._„.REVISION DESCRIPTION 23031165OwisIdaAR135WWI==gm/or fabricating any material.RCEs t Or WV.MGR CC NM 011.111 AFFROWL an smarm RWO BY.C' .._ k---t ELECTROLIER .."" LENGTH FOR PAYMENT FOR CHAIN LINK RAILING 11 I.11 .i 6 3'-0" 1 11111 I L" .8 -0Maxi- 1 1 11 WIRE EESInES A •A \IOW WO-1 fiN 4 .1 i ki 1 I ,+N d AINIMIlla.1111-_._ummimmii.-_...n.mom I.1 AND CABLE (IF USED) (I I .3 ammEllin411.,.i4 • II4i0K*Z4*.Z.Z•Z•4.04*Agetio1W-1%80.iv .e'''.:'u..--.04•44.44".••• • • iii ----'...Otte:.EXPANSION JOINT SALE .0 ._.Al‘s23i: ' •>. st(ft:x 1/4" i• 11.1..t...4.4; .0.4...•:..::i.r.-1:......‘..,tt.....ipA$1.4:::::::**I;'.:I:::DIMENSION AS EXPANSION JOINT IN DECK.INCREASE ..."...:198 4.414:•PIPE 01/4 Std .......................•SLEEVE LENGTH CORRESPONDINGLY .P.II PL ••• •• ••..II I.•J /••i:::1E*StS**:klil:PIPE 1 Std SLEEVE 1NOt.i••••4'.I IP.t.:1 :W:frtl.IT )4" 0 BOLT SLIDING FIT,Typ $k.......,......• •.8.10.•-• • •.10_ PIPE 2Vi t..-----.i•I I_.,i a AIMMIRMINDICIIMINIn;••‘-.11#----;lammmana _1allromilg EZ71=2:02:116=3 allinimint.,---.--__-:11:1MIMM annimmix ---"iates.cv..Cr,TOO**-4Pr*WW4Wi*,INVT7-.Typ i •.0-0 •I..4e.v.REINFORC.E.......TENSION BAR OPENING rin'''/A4 CHAIN LINK FABRIC,:! ' %44f 10v 1 PIPE 21/2 Std e--Iv TRUS RODS --d 1"MESH AT ENDS PANELS KNUCKLE SELVAGE AT TOP ill°*1 -.I 44 NeGolv CABLE TO BE USEDANDBOTTOMr,CONTINUE FABRIC 0 WHEN RAILING HEIGHT IS 6'-3"tit TENSION ROD BANDS-/lw I PIPE 11/4 Std OR Vs"4 1P ELECTROLIER BUT MAY,w *BE CUT AND SPLICED OR LESS.PIPE 11/4 Std TO BE-Galt'CABLE.SEE 4W USED WHEN RAILING HEIGHT ISWVENTINTERIORPANEL&'A ..METAL CLAMP 7'-3"OR GREATER 2:1Vsr-0'Y.1"U BOLT:3"THREAD 2"OD CUT WASHER --..2*I NOTE **S****•*•r -/V °V —I)4 411.1.*•---2 w 40.05...w vw, TURNBUCKLE AT BOTH ENDS OF GABLE PIPE 11/4 Std 41+4 ..EXPANSION PANELI *.a.4r+III A& MORTAR PAD '---E 81(8)(14"'..)MM.-dila .•i.I '‘•DETAIL II.....c.v v ,....--0 cum minimio.mi vaimmompII.:z....1 WITH 1)4" 0 HOLES 0 5 Ctrs IrellInfre.ToVV $. ilea L4.**i*******a'Al 4.*******'rile*•4**111'1%1 - 1141W k Or.Ai**2—JERE&-----71.-.-:-..JAM NUT &CUT WASHER .--":7 ...---41L..11L.1.- 1 -sm.& IF tnr11V0HOLEFe'....:\K 1"Max --III o c._J Lc .1.1. =--1J- 4,____2-*6 x 10" PROVIDE OPENING IN FABRIC FOR HANDHOLE SECURE CABLE LOOP WITH CRIMPED SLEEVE CLAMP AND PROVIDE ey" InTACKWELD--4-54 x 10"ACCESS AND Reinf THIMBLES AT ALL CABLE LOOPSWITH7GoWIRE END POST INTERMEDIATE POST AT ELECTROLIER TYPICAL INTERIOR PANEL AT EXPANSION JOINT SEE "CONCRETE BARIER 732SW REPLACEENT"SHEET ELEVATION .),..),_),..)...)..)14 VENT IN PIPEMORTAR-7-'/d' 0 CARRIAGE BOLT ,--.._-----mam...--=•--Iamia;ina..---70:inir'----"N ----'--- -Ns i /\, -*4 1::11..7_ !ir \i N:I 'I r V 0 BOLTS c _ 'm .-I (I I =I i 1 .k,1 ./.,2-*4,. 1 1 POCKET 6"LONG ALTERNATIVE DETAILS 4" ALTERNATIVE TYPICAL POST DETAIL —ANCHORAGE DETAIL ..w.I_[1 PIPE 1 Std SLEEVE SLIDING FIT rl.Golv3:yeABLE 11 Go STEEL Am _ C .1!TYPICAL DETAILS ii oGoNElvivaRLE.TuwRINND AROUND CABLE PLAN ELEV .'HON DETAIL H NOTES: 1.Railing shall conform to horizontal and vertical alignment. Posts shall be vertical. 2.Horizontal pipes shall be bent if radius is 150'-0' or less-may be 8.-0" chordsifradiusisover150.-0". Peen all )4" 0 bolts. 3.When roiling is on slope,fabric shall be placed parallel to slope. 4.Alternative details may be submitted by - SI 'srContractorforEngineerapproval.-T CITY OF CARLSBAD' ENOTEERING DEPARTNFJO PLANO row PONNICTINI Lag ONNIIM *NS NOTE:r•'. DOKKEN !NUMMI R. BURNS can.3-15-17 FESS/04. DETALS BY.D. ST sou.AS SHOWN 4.9 9.$3 -.<e,tv ROBERT E.It - ..---TYPE 3 CHAIN LINK RAILING .../ s..,N ..N . . ..N .MAWR..C.TORNACI Meta.2303 t ms i .APPROVED ROAN E. PLUNNER The contractor shot I EMMA OF WOM4 71 .-cat—;. PE Zen EXPO-M-02 DEPUTY OTT ENEENEVE DATE.-.verify all controlling field •4)*-1 *-- .-DM BO -DS-'PROJECT NO.ri.NO.dimensions before ordering _.-,5,21.44.6_--DATE. • 3-15-17_4>,,,_DATE AMC REVISION DESCRIPTION -DATEONO&DATE 0111N.ago By.m___2303orfabricatinganymaterial.61150rologiliMe Soff*01110 115091131.BCE:-.4.or 00'MEDI OF DOM not imam cm wriovei .PV110 BY.CT ' REMOVE SURFACE SEAL,VC BEVEL AS NEEDEDFINISHSURFACEFLUSH--.\\NI I\ \....,_______1------ICLEANCRACK& Exist WWF (TO REMAIN)APPLY SURFACE SEAL !, I Clr PRESSURE INJECT WITH 4.•SIKADUR 35LV .//PI ....i •.....Ai''Exist 0 U INJECTION RESIN OR N...I t L.Sr,I BEND..,-.-, EOUAL.CAP &SEAL - ...i...;re ti 3. MinCRACKSANDSETI!Exist BARRIER Reinf INJECTION PORTS WITH (TO REMAIN),TYP i .11SIKADUR31HI-MOD \\'„ 401GELOREQUAL.\\.. •2.#3 ri DRILL AND BOND MAINTAIN DOWEL IN 3"DEEP HOLE :. LIMITS RCelFIIE REMOVAL Min !Ai i EPDXY CRACK INJECTION (SLOPE PAVING).1 0I;II,CLEAN AND REUSE Exist EXPOSED Reinf1'-0"=1'-0"REMOVE.AND REPLACE Exist :I 'I.'•. 8 x 8 x 16 CMU.FULLY GROUT 1 i 1tRESTORE8x2x16CMUCAPS,•Exist SPALLED SURFACE ________ Exist #5 BOND BEAM (TO REMAIN) //.. ---Tot 3.FULL MORTAR BED = 2-#5 x 1'-2"DRILL AND BOND DOWEL IN 6"DEEP HOLE --t -7 ---7'''-='--= 1. -- -.L.T: -.:1.------- ... --------- 1, --A.-war I\:.1.• I ,k.1 s, . I I,CONCRETE PATCH I :I .r iiir ow':1 ....•ss1:1 !! 1 1 1 !!0„=.,ExistExst #5 a 24±(TO REMAIN)AMIN __!_ •I •!1 .1 4/- I :_ I !!!!I !!!!! 1 . -'...............re..: 1 '42'1 :TOP OF BARRIER I I \i,r1 N I I I I I I I I I Ii;.!\I.A=.;_"\SEE "DETAIL A".st.'\ lira _____________ /0.r_____4300Aiih__ L !--.--ot..I.•/\.I ,li\!!Ill \wa !y.,!Krli!.N .•t::;1 ..( II to .!.Exist SPALLED DETAIL A.., ! voreore ‘N:SURFACE[1p_ ___ft.__;'._'1 1"Min,Typ I %/. 6"=1'-0"N----,:\:c\.//Exist #5 El la 30±(TO REMAIN)---------1 •. I::\z . I ;I:-I's\ ..•:!!!1 ' 1 1 1 . 4 1 \\,s, --7)>W------::I ---1)W1----7hRs 7/.‘\‘'iMr I I: v 1 :::%- i: I 0G CONCRETE PATCH,Typ .I : :1 ;I::II: 1 LEGEND: 1 j.:&Limits of removal I:. NOTE: CMU to match color and CONCRETE BARRIER TYPE 25 WITH CONCRETE BARRIER TYPE 25 texture of existing CMU. MASONRY WALL TYPICAL SECTION WITH MASONRY WALL ELEVATION .' NT CITY OF CARRLSBAD SliEiTS11/2"=l'-0"11/2 =1 -.I:)'ENGINEEG RIN DEPATNENT PLANS rom POddiflia ON MOW ROO PRJ.Em.R. BURNS DATE.3-15-17 0.10ES6/0„..,:TYPE 25 BARR LER AND NOTE:I DOKKEN °UM'S BY.D. SY SCALE.AS SHOWN 45) 1..ROBERT E.1. —-MASONRY REPA I R../...pR..../t4GR.C. TORNACI Joe 1.03 2303 ..2 BURNS ••'.UNISINICERIP4111 APPROVED WILLIAM E. PLUIAER -The contractor shall ENG/NEER OF WORK: .cy .s ..6289 E PE 2876 EXP.3-3-02 DEPUTY CITY ENGINEER DATEverifyallcontrollingfield dimensions before ordering '3751"42..----DATE:3-15-17 .1',43.111; I-y DATE ma.DATE MAL DATE IIIMAL OM BYs Ma ""°' or fabricating any material.MalbooliAIR9/0 5100131015 1151191477 ME:S.CIF if 4z--------'DOWER CC KM REVISION DESCRIPTION ono. WWII.art wawa MG B7.i!