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I I ·. '\\ ;: 1,., : ' . ·.. . .. : ,/ 11 ·+ ·. • :· r_J 11.-.. ·IJ , : I \ ', .,. . .. C-a • ', . ·. ,, , '. I·. : • " ·d \ tC ' ' \ f . 'l' '. \\ •••I'. i: . r x .. I. \ I ,, I i i! --------------------~~~ I ·---·-----·---------------------------2255'-0" ---I I BACK TO BACK OF PAVEMENT SEATS MEASURED ALONG DC-F LINE 264'-0" SPAN 6 265'-D" SPAN 7 DC-F LINE 250'-0" SPAN B ~ ~ ···-PROFILE GRADE & -PIVOT POINT I i:~ {~ ----~,$ -~. ···\,, .. ----...: ... 2~ --,, -. "tA ------------------- ··--~ ·-.F~ -.J, -.. 1-----------__ .\----- ---------------' 1--• ~ '"1L~ ·----:,::,, ~-- i'1-POC NBCO LINE ,/ 1.!.I STA. 16+26.65 _____::, 45+00 ~--- ,--BARRIER -----==-- -NB4ofl1NE---~; LiNe~~~':: f~===========================-~~ 1 NB405 LINE STA.1194+40.S? I ~ .1--_ I ---------=== --~ ---i5C-F LINE STA. 45+51.41 NBCD LINE STA.16+91.4g ! o.\, ,...,.,,_.--.,., .. , . ~ MEDIAN BARRIER j ---------------Ii ?' ' -\-,:-:; ___ _ -',d. ... ·-.rri a, .i.111 --~----;, • l; \ ~-.----~\~ 1-----___ -r ___ _ .,.,., 0 i---i;-0. ~ ' 'o .• ':E _ _,__ L ~-.1 \------ ell,~ .1------- ~ ~ w e-w w I "' w w "' w z ::; I ;! cl ----... .. • ----i FINAL REVIEW • SEPT. 2015 I CONCEPTUAL DESIGN NOT FOR CONSTRUCTION ----------~ ~ = NBCD LIN~ _ __ :..------------------..::._· 17+42.SS . ' -11·* '· \_ MASTER PLAN NB405 ROADWAY ~ ·g, (NAVO) BB ' , ----..• / INTEGRAL CAP I ~ PIER 7 -1LJ -----. ·- ..• ------------------ PLAN NBCO LINE ------I REFERENCE LINE ELEVATION 20.0 I ELEVATION 0 20 40 SCALE IN FEET ------ FILE NAME c\caddliblpwlgroe\35096 405ph21dms02231\167pr1DO br04.dgn TIME 6.56:52 AM FED.AID PROJ.NO. DATE 9/1012015 PLOTTED BY groe DESIGNED BY P. BRALLIER ENTERED BY T. MAKOUSKY CHECKED BY E. BRENDEN CO~TRACT NO LOCATI()" ~C -----PROJ ENGR R. FENTON REVISION -REGIONAL ADM L. ENG DATE one P Ee S'~~c BO~ =---------------- '-NBCO LINE .. NB 405 LINE--- POC = NB405 LINE STA. 1196+25.01 -"- ----------r=:::~----e~- 11·* 1 ------ /-INTEGRAL CAP ' ' 11 1D'* r • PIER 8 ~ ~ w e-w w I \'= "' w w ! I -·-- ·-· "' w z :::; :,: ~ NOTE: SEE SHEET T2 FOR CURVE DATA, PR SHEETS FOR VERTICAL PROFILE AND SUPERELEVATION DIAGRAM. * ASSUMED STRUCTURE DEPTH FROII TOP OF PAVEMENT TO BOTTOM Of GIRDER 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR DC FLYOVER BRIDGE LAYOUT BR04 S~EET " S~~ETS • ,--------- ! 210'-S" SPAN 4 22SS'-O"' BACK TO BACK OF PAVEMENT SEATS MEASURED ALONG DC-F LINE 260'-7" SPAN S EXISTING 132"~, / ///' CULVERT C44 \ /L LL:!/ ' ~~ . ~ NOTE "\ --------= 7 1 264'-0" SPAN 6 .-BARRIER _j_ ", ~:__----,DC-FLINE ___ _ --c::::::::::::=~~~~~:::i::_::_::::::==:. ---. PROFILE GRADE & PIVOT POINT/ ::::--::==-----------------7 ~=~-----=-:_-=~~ ,c, c.---::-------.,. ', 40•00 ~ -~& "' ot\11) ____ S1 J,.------------~ \ c---,-_________ , ~. C'.\\ ~--~-, -~-~u=o~·s~i~=========----== DC-F LINE STA. 40+73.66 = N-N167 LINE STA.13+70.S4 ----------1-----__-8,aARRIER j ==""''::~~~~/Jj .... \ It -\Ci-:;--/ LN. N167 LINE ~---------------------------------------------~~---------------Ii .,.. ·.:i:;.·,;0111) 1r--~- . \' 'c'II) 1'.:::= ---" .i 1---------- ',f, \ ~ \----c DC-F LINE STA. 39+36.20 ::: / --------- N-=ii167 l.:INE _STA-.15+12.89 =====---===---ff ---- \o:: I c,\\ ---~ -~-1 ~I ~~;------ '° ~--------L-------- PL.AN NOTE: THE FOUNDATION FOR PIER 5 MAY CONFLICT WITH CULVERT C44. FIELD SURVEY AND LOCATE THE CULVERT. THE CULVERT SHALL BE PROTECTED IN PLACE. CONSIDER REDUCING OR INCREASING THE BRIDGE SPAN LENGTHS TO REMOVE THE CONFLICT. PLAN .-MASTER PLAN NORTHBOUND / FRONTAGE ROAD \ "-N167-N LINE N /-INTEGRAL CAP 0 · s 0: \ 0: m • 1 m 8 J ' t;J : n-PIER 5 11'* n-PIER 6 ~ w -'I tJJ W . I (I} LU I ! I w ~ I --Z ~ 11 ~ (..) L ___ .. I ~ u ~ ~ ::; N-N167 LINE-------/ REFERENCE LINE ELEVATION 20.0 ~ N-N167 LINE---- ' ,..-', ELEVATION FINAL REVIEW -SEPT. 2015 CONCEPTUAL DESIGN ~~\ \__ NOTE: SEE SHEET T2 FOR CURVE DA TA, PR SHEETS FOR VERTICAL PROFILE AND SUPERELEVATION DIAGRAM. , NOT FOR CONSTRUCTION L ___ _ FILE NAME TIME DATE c \caddl1b\pw\groel35096 405ph2\dms02231\157pr100 br03.dgn 5 55:47 AM 1 ---- 9/10/2015 LJ (NAVO) 88 0 PLOTIED BY groe I DESIGNED BY --P. BRALLIER ------!--------+- ENTERED BY CHECKED BY PRDJ ENGR REGIONAL ADM T. MAKOUSKY ----- E. BRENDEN R. FENTON ----- LENG REVISION 20 40 SCALE IN FEET llE610N " 10-i;;;;;.-SH me """':ltR ---- CONTRACT '10 DATE I J BY FED.AID PROJ.NO. LOCATIO .. ND "" r ~ su .... ~ sox * ASSUMED STRUCTURE DEPTH FROM TOP OF PAVEMENT TO BOTTOM OF GIRDER. 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR DC FLYOVER BRIDGE LAYOUT BR03 SHEET O> S,!CETS 301'-1" SPAN 2 ~-7_ 2255'..()" BACK TO BACK OF PAVEMENT SEATS MEASURED ALONG DC-F LINE NB167 LINE -- ,,.--······· / // DC-F LINE .,.. ... ··· .--~PROFILE GRADE & PIVOT POINT / 229'-7" SPAN 3 BARRIER 210'-5" -~----~SPAN 4 --------------------~ /~ EXPANSION JOINT ,,c\i ----~-----===----- ~--------------/_,/ ~ - \-:::::::::::::::_:::_:::_-::_;:::.::OT= NB167 LINE STA ~.)4)·;11.46 ----\\ .. ~ .r MEDIAN BA~;;---:-/ t~------~ • y-, ~ /~ ~ • IQ.. 0:<.;t ~-- "C-\1 '-._,.. \i";~---- b's'~. ,,c\\t \'Ol~=--1==== '''b ----·.o I ,d. " --------· "'\i ~--~~G. ' , Gl.1£ ---,.r,\ 4. ~ It ----... h-- ,__ ______ l~------ 0 20 40 SCALE IN FEET ;; "' "' >--w w I "' w w "' w z ::, I u i ----- ,.,,\ ~ \ _ _.. FINAL REVIEW -SEPT. 2015 CONCEPTUAL DESIGN NOT FOR CONSTRUCTION (NAVO) BB FILE NAME c.\caddl1b\pw\groe\35D96 405ph21c:lms022311167pr100 br02.dgn TIME 6 32.45 AM DATE 9/10/2015 PLOTIED BY groe DESIGNED BY P. BRALLIER ENTERED BY T. MAKOUSKY 'CHECKED BY E. BRENDEN PROJ ENGR R. FENT~O~N~----+--- REGIONAL ADM L. ENG REVISION NB167 LINE---- BARRIER / SEE PLAN NOTE \\ ---------------'-N167-N LINE _ ----------- -------------_ _,... ---r__ ~ -----L. -Ef~F -.---=i £' ~ ------- --<='==:::::::=====_cc=-=r=--=--==---WALL 2616R J -. ~-4c: -----:,-=-------===oc====-==i====::=--,~=>- ---~~r-----EXISTING 48"------ ~..J-----CULVERT C42 -::-...:::1===::=---'-·" -POC = N167-N LINE STA 14+58.38 R(;GION I STATE 1N; jwASH JD!l NlJ .. HE~ CCW!RACT NO DATE ~------- ------- FED.AID PROJ.NO LOCATION NO PLAN MASTER PLAN GENERAL PURPOSE RAMP n-· 'i -,_ ELEVATION (>ATE' P ~ S1A"" 9~I • . 13·• I I EXISTING 132" /.,,- CULVERT C44 PLAN NOTE: THE FOUNDATION FOR PIER 4 MAY CONFLICT WITH CULVERT C42. FIELD SURVEY AND LOCATE THE CULVERT. THE CULVERT SHALL BE PROTECTED IN PLACE. CONSIDER REDUCING OR INCREASING THE BRIDGE SPANS TO REMOVE THE CONFLICT. F, PIER 4 I REFERENCE LINE ELEVATION 20.0 ! i -·-- ·--.. ·--- • • L.11•• NOTE: SEE SHEET T2 FOR CURVE DATA, PR SHEETS FOR VERTICAL PROFILE AND SUPER ELEVATION DIAGRAM. *' ASSUIIIED S1RUCTURE DEPTH FROM TOP OF PAVEMENT TO BOTTOII OF GtROER. 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR DC Fl VOYER BRIDGE LAYOUT M IE "' >--w w I "' w w "' w z ::, I u ~ :, BR02 SH[CT " SHEETS NOTE: SEE SHEET T2 FOR CURVE DATA, PR SHEETS FOR VERTICAL PROFILE ANO SUPERELEVATION DIAGRAM. SB167 LINE 240+00 --- RETAINING WALL 2596L ;,,ifi I ... ... ... ... ... ... ... ... ... ... .---,--:---- "-DC-A LINE C! l :, ~ ~ -~ ~ ,~;,,J:co.U>N '.? 0 c_r ... 1._ --~~ ~ ~ ---.· --- ~ C! l /~Dc-B LINE :, ~ ., Ir-~,., • • • • • • • • • • • I 25'-0" 'AiPROAC~- SLAB ~ I r=*-_-1_ ·-··--· . I 29tso I 29tso • • • • 30+00 \_ MEDIAN BARRIER 2255'-0" BACK TO BACK OF PAVEMENT SEATS MEASURED ALONG DC-F LINE SEA>L1 ~ --"--~ .._ N-S167 llNE !\I _1J37'44" E 2!11'-S" --- / BARRIER ---t--~ ~ --t-- c-----\ -----r-_ ----CC:~ \ ~~6FIL~N~RADE & PIVOT POINT-~---------=_:_=:----------~-----~ .__j__ -------------! \ \_ POC = DC-F LINE STA 30+52.24 -r----:------- \ ~-~ :, -----~-==- --==---- I RETAINING WALL 2596R~· 340+00 ;-NB 167 LINE -----------------~BARRIER~---- /..--POC = NB167 LINE STA 341+43.64 ---0- FINAL REVIEW -SEPT. 2015 CONCEPTUAL DESIGN NOT FOR CONSTRUCTION ~ "'K LJ (NAVO) BB 0 20 40 SCALE IN FEET FILE NAME c.lcaddlib\pw\groe\35096 405ph2\dms02231\167pr100_br01.dgn TIME 6.31:56 AM ------ DATE 911012015 PLOTTED BY ~9c'°c•~---- DES1GNED BY P. BRA.LUER + 16'~0 .... ~ic en! C! ~!C ~i~ ,.-~ w: . PLAN ~N167-N LINE --------- :::1~ .. "' ~,w Q[~ N I ~ 0 ;I: u.. ~ -1' ~!o ~ 0 -~ , L : I I ,,:;-. -"' r·-PIER 2 w PIER 1 / REFERENCE LINE ELEVATION 20,0 18_5' /~ SR167 TURN-AROUND I ;!§ -------------J.......( 13 I ... <( J;E~ION I ST~H " 10 iwASH JOEl NU ... ~ER ELEVATION FED.AID PROJ.NO :,; * ASSUMED STRUCTURE OEPTI-1 FROM TOP OF PAVEMENT TO BOTTOM OF GIRDER. 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR ENTERED BY T. MAKOUSKY ____j_ I I CHECKED BY E. BRENDEN I -~C----,-,.-,-,_-,-, -'°-+-----,-oc-,-,,-,-"'-- PROJ. ENGR R. FENTON ~-DC FLYOVER BRIDGE LAYOUT REGIONAL ADM. L. ENli REVISION p~ S1WP SOX BR01 SHEET " SH~ETS ! I• i '1 • II I' ! • , I Ilia ~ ,,, .. 4'!,,. ,.,,,.,.3"" .... s..:,,..~~ 0 I ' '' I I -"~ ~ ... ,_ ' ,. . 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SB405 LINE 'i. 1-405 NB405 LINE r-WFSSG NEW WIDENED / BRIDGE NO. 40S/16W / n~, .ti ~•-•m MATCH ~XISJ". i r\ ~---~TJODI JC '.L I JI [I I_ ~-~~ SECT JON 8 WIDENING LIMITS 0 'i. 1-405 VARIES ' EXISTING STRUCTURE 1 NEW STRUCTURE I I 2s·-r· TO 30'-9" FINAL REVIEW -SEPT. 2015 CONCEPTUAL DESIGN NOT FOR CONSTRUCTION ~ REMOVE EXISTING, TYP FILE NAME c.\caddlib\pwlgroe\35096 405ph2\dms022311167pr1 DO br1 3.dgn SECTION ~ DEMOLITION LIMITS 0 7 AM I a~"= I s,m ----_~0----4 DATE 9/1012015 -1-0 WASH PLOTIED BY groe --_!_ --- OESl~NED BY . P. BRALLIER ---~r--------I ~'_ N(J .. aER ENTERED BY M. MORFORD l"CHEC.KED" BY ---E. BRENDEN ----+ ------ 7:05:' ~.,~,~~Cl ~O PROJ _ ~r_,JGR, R. FENTON ~----J REGIONAL ADM L. ENG REVISION DATE -oY ~ -w ' 1---TO BE DEMOLISHED 1 i EXISTING STRUCTURE I L_______________ , FED.AID PROJ.NO. LOGI\Ul>~ Nl> Pt ~1A .. P BOX o~-, r ,-NEW WIDENED 1 BFUDGE NO. 405116E ' -~~T D JC JC JC JCJ[ ;C JC /i~ -- -- ---- ~-~-~- -",-//, ~ -/ // - //// ;;: ' ' \·, t. l t '(, \i ~LL ' ;, ---'-v-'-- SECTION {D 26-1\" 1------------------- DEMOLISH EXISTING ABUTMENT 3~ 1 2 '--/ \ ) DEMOLISH EXISTING ABUTMENT, BRIDGE, APPROACH SLAB ANO PILES EXIST. ABUTMENT , ,' EXIST. ABUTMENT 1 \ -~ ~ ' ~)a c-------,/~/// ////! 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BRAU.IER +------=r-1 10 _[W"_SH JOil NUMrl~~ ENTERED-~_.'.!'.__ M. MORFORD ~-~_E_fKED BY E. BRENDEN COtlTRAC1 NO LOCATION NO PROJ. ENGR. R. FENTON REG-16N_A_L_A-DM~--cL-. E0N=G--REVISION DATE I BY DA~, P~ ST~MP WX NOTE: -~~TOBE DEMOLISHED EXISTING STRUCTURE 0 10 20 BRIDGE WIDENING & RETROAT OPTION SHOWN . SCALE IN FEET 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR BRIDGE 405/16 DEMOLITION PLAN BR12 SHEET oc >HEE~s • < ' NOTE: ALIGNMENT AND PROFILE GRADES TO MATCH EXISTING. " i' ~ 58'-1\( (SPAN 1) 101'-9},4" a ~ / f '* ,,, ,t f 5PAN 2) 1 l"i S9'-3" (SPAN 3) / ~ ; ···--I ----------/! 25'MIN / .§ / ,;.. g g g APPROACH SLAB-..., .1 .._' BRIDGE ft. TALBOT RD ~ / ~--------'-~ 0~ ~ WIDENING E515LINE ,.____ _j_----c-_--=-f ___ __j__,----~-~ ---~ ~-, --~ -/ / <§. \ ~ ~ \ FACE OF-~~~--~, ~ 7 ! .;);'J,'!'=s-=,c'.,._"''=. =.,· cc· =*=======~'cs;,=\ I;=. =====nc<:J .. ~.J'cf=========:¢'1 ' BARRIER \.l~ y, ' "v" r· i I ••• ,JJ ';:J / Y. ' / -q'j ' F ' w 0 z :' / • ,-,, /I'-<: n II;. s ti' , L----~~-~!C ... 9.~-,~ ', 01 :l ·---BACK OF ~ , I i PAVEMENT SEAT~ \ 0 ~ i __ _;_ __ _ !/ I ' \~ EXIST. BRIDGE ,§ <-.. /_ -----~ ~ 1 4os116 t, 8 } /~ s-/<ii /r :;r "'-\~- • "' I I ~ -'~ ./ / ~ I .I .· -\~/ $ NB405 LINE ,'; ·, 0 5> ~ NB405 1209+)4.06-, \'> i-t--NB405 1209+92.14.-\ ;\6b NB405 1210+43.49= ~ ,& NB405 1210+93.96-~ff' ' ~-v./i /? ,..., :3 ------, \Cl' 0 .; * \,;,• E515 21+61.19-1 '\:~ ; / , l \i,' ..-.?o .,.. \~ \/ \Vo ' 11211+00, \ \ -'\ 1 \ '/ ' .,r I I,,~ R g ' w 9 1 % "' ' :l -,, bl'~ ~ cc; ' w :f ! ~ ~l...1 -: ' w '? z ;: :l 1209+00 // ---; \j ~ ;~ ~ .1 \ ,' 121,Q+OO ~ 1 ~ / i;- I 0 i;- ~ ~ I , '-ii- i· (,'. ----<,. ~ id // <1;,· ( '' 1 / i : ~ · I ,. ,,_.1 ----~-1 • -1-· ~G: . / $1 t h -f-2 / 1/ I . s I ~- # _Q '* ~ c.,! fr' (i ;)' • . ~' z ·# ,.:r-:-Z / in, Z' " · · .If-' / W _.. f--:"· /qp I /---/ I / / I , ii g g g NB405 12f1+5].32 / g I R --' ___ , i:?',~ t-.:5 ----t C '1,1.1 o,z SI'\ .,! Lb, .. -. / $ c. V . / #/ WW \ fl I / I ~ I //! I I ji: Z \ / / , / / W < . ;$ ' I .... I / • !' I I " . . I I > 1_. --~ ~ / / 0 / $ (-_". • I gl I ~ . 0, i;-P / ./, ---l-' ' . I I / iii / / >J. /II / {I ~ 1 · ~ I. 4 1: ! ~.-ceu• ~'~ / # • I ~ .· '·.. (i.11 / / I ; ; 0 ;ii ( / I 1' ' / '/ ~ I I /: ( ·' ,,t,,: /; 0 . ; I . . ;$ . --r-' += -_;-- g io ! U) -25' MIN APPROACH SLAB 4P "-- (NAVO) 88 I L FINAL REVIEW -SEPT. 2015 CONCEPTUAL DESIGN NOT FOR CONSTRUCTION / \,,_.I 77 ' . \ ·~ REFERENCE LINE ELEVATION 40.0 FILE NAME c.\caddhb\pwlgroe\35096 405ph2\dms022311167pr100 br11 dgn \, \_ POINT OF MINIMUM VERTICAL CLEARANCE z a: --' .. " = ._.: '?"' .. w N > - ' ,-~, '-...,I ( TIME 7 03:44 AM ---·t------RE:o" smE ; FED.AID PROJ.NO DATE 9/10/2015 ___ ____ ·-·· -----·-·-,-----10 !wAsHl PLOTTED BY groe DESIGNED BY P. BRALLIER --·-JOO NUldSEO ENTERED BY M.MORFORD COt;TAt.CJ t,iO CHECKED BY E. BRENDEN ____ _ PROJ. ENGR R. FENTON ------·--+---~ -OCATION REGIONAL ADM L. ENG REVISION DATE BY ~ • ---t I ~ ~--,$ .;/ ., BRIDGE ,4()5/16E_FRAMING PLAN BEARING OF PIERS TO MATCH EXISTING ft TALBOT R~ ES15 LINE X ~" I I --1- \ ~ I R I g I / I f ; NB405 PROFILE GRADE EXIST. GROUND LINE AT NB405 LINE EXISTING STRUCTURE NEW STRUCTURE --i I -~---t-t-+ --- PC GIRDER BRIDGE EXISTING BRIDGE NO. 405116 C ELEVATION P~S;"°"p BU~ RETAINING WALL 27SL NOTE: 0 10 BRIDGE wtDENING & RETROFIT OPTION SHOWN. SCALE IN FEET -•=o~""--™'"" 1-405 \ SR 167 INTERCHANGE DIRECT CONNECTOR BRIDGE 405/16E FRAMING PLAN 20 BR11 SHEET cc SSFFTS ... 25' MIN APPROACH SLAB-\ FACE OF BARRIER-., 58'-9%" (SPAN 1) I a NOTE: ALIGNMENT AND PROFILE GRADES TO MATCH EXISTING . 0 // / ,.,_ 101'-8\" (SPAN 2) ~ .f ;i, 58'-9\" (Si4_N 3) l /··-.... / ___ J--__l_-=--::._-= ---------I , +----<b • -----: --,;_~-_f __ : ___ .-,g..- POINT OF MINIMUM £ TALBOT RD---/ . " -/ ----~ --------, ;:,-, ---; b '.' 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'.I ~4-- -'.W ~-,~ ~(-- ' w !,.z'.I ~- ~/-,~ -r., "< ; 'l;i' / '\o;.. 1211+00, .. f 1 1 , 58405 1211+57.33= I ES15 22+70.32 ,!; / $ I I ,,sS'-.._ .fB405 ~212+67.25 '-. v,..., I APPROACH SLAB ~ 1< ~ ,-' ' w " z ~ :l '"·, '-....__ SB405 1210+47.81 BACK OF '\ 0 C Ii $ I I i ~ .f:4; ~ * I I ' , -=r:.==-~.j~ ~i /? ~ . \~~ : / \ I • /; ;,. ? k ? I;; I / " k 7-" $ I p \,...... §' ' w . q z: f \ 0 ~ ~ '-DC·D 64+11.66 Ii' ~ R ---,-FACE OF i?' ' CIACIDICD M / -- /, j ' ' n,e--T / ..,, . ..,"~'""'~ - ' ·----' ' ' ~-----,--_ ----=-:__-~ ----~•j r\/ C C C cf-------~------~----_ (c --,.---_ -_-cj'_-_j i--_-I---_-_ CCC CC--71'":f-"f-" ,,,,_,ccc_c C jJjCj ,,,~,;_CCC "-..-& \~., 63+00 • l/ i I Ii I i " $ PAVEMENT SEAT-..-..,, EXIST. BRIDGE 405/16 0 OC-0 63+2B.55• E515 22+49.62 , ' w Oz 0 :l ~~ 62+00 DC-D 62+14.12 I 0 0 I I Ii Ii • I ~ • /I ii t I I ~ =::--=-=-----::---=--~ ~ ~ I /;; i --r $ i ~ ; ' I • ·' g ? ' $ Ii' / ; I I / // 7 • ii T BRIDGE s f I WIDENING ' I;; i ' I I ii , Ii' ' '--~ l-40S 00 I ..z. / V"',-.:. (NAVO) 88 FINAL REVIEW -SEPT. 2015 CONCEPTUAL DESIGN NOT FOR CONSTRUCTION ---.-- I \·~-REFERENCE LINE 0 ELEVATION 40.0 FILE NAME c:lcaddlib\pw\groe\35096 405ph2\dms02231\167pr1DO br10.dgn --_ l_ 0 "i ? _51--___ _;_ __ _j I _'.~- ( BRIDGE 40S/16W FRAMING PLAN BEARING OF PIERS TO MATCH EXISTING r SB405 PROFILE GRADE .// I -~---~ z,~ -----.~ ;1 1ffi. ~ ~ ND LINE 1_>_ ,_J '\.__ EXIST.;.?.,~O~NE AT SD"t1,I 'i. TALBOJ RO'-.. ---~ --__:' I-k ..;,;_ -· = -:_ • - E51 S LIN ' _ ------, __ BRIDGE SHOWN. _ -OPTlON ---- C ELEVATION EXISTING STRUCTURE NEW STRUCTURE PC GIRDER BRIDGE EXISTING BRIDGE NO. 405116 0 10 20 SCALE IN FEET TIME 7·06:23 AM NO _ DATE 911012015 I ----------~ASH i= I i sec,~ I sme FED AID PROJ.NO 1-405 I SR 167 INTERCHANGE DIRECT CONNECTOR BR10 PLOITEO BY groe DESIGNED BY P. BRALLIER Joe .. u,..a<h ENTERED BY M.MORFORD SHEEl CHECKED BY E.BRENOEN CON7RACl NO LOCA'llON ~0 "' PROJ ENGR R. FENTON REGIONAL ADM L. ENG REVISION DATE BY BRIDGE 40Sf16W FRAMING PLAN SHEETS ~~ s,,._..,, a~• 56'-0" ----------BRIDGE ROADWAY /< ,1:: _[ -z:: 2°C ;:,, /':J 0 z ~ w m ,w .. ~ « ~ 9i2= ti ~ g ~.~ ... a: ...... Ll;j~ ~ .. L_ __ FORWARD COMPATIBLE 15'-0" GORE/SH LANE ·~ MASTER PLAN SB 1-405 60 40 I \ FINAL REVIEW • SEPT. 2015 CONCEPTUAL DESIGN NOT FOR CONSTRUCTION ~~T ~ul ~Ii:: 28'-()" SB 'I'-I, I , 8,.,., I ~w ->, 4'-0"! SH~ TYP I tL \ MASTER PLAN SB 1-405 to SR 167 DIRECT ACCESS RAMP 20 ' FILE NAME c lcaddlib\pw\groe\35096_ 405ph2\dms02231\167pr100_br09.dgn TIME 7 00.37 AM ---- DATE 9110/2015 PLOTTED BY 9roe DESIGNED BY P. BRALLIE~ ENTERED BY ____ T. M_A!(\)YSKY CHECKED BY E.BRENDEN --- PROJ. ENGR REGIONAL ADM. R. FENTON L. ENG REVISION 28'-0" NB 12'-9" TYP 64'-2" NB 1-405 MASTER PL.AN _j SR167 to NB 1-405 DIRECT ACCESS RAMP 0 :2 C) PIER 8 DATE BY --I INTEGRAL CAP r-----L__-~, 34'-2" ~ inffi . -· :>~i :;!::zui ;. ' ---'l m r1 NBCD ~ ---~ -- RrtlfON 57ATE ~ 10 WASH .i0B NUMBER ,:o.,rnAr1 ~D LC, MASTER PLAN-'-' NB 1-405 60 FED.AID PROJ.NO u:,c,.am~ "o ~1C: ~ -, , 3.:, ~!G -0J t-52 _J....:'.(: ·-?<: p2 >-j J /:) MASTER PL.AN SB 1-405 sc:: ----~~-· Pe 51-.MP ROX BRIDGE ROADWAY :---56'-0" 28'-0" 28'-0" SB NB , 12'-9" ,w----~ f\ • TYP ~ « ~I~ -'« ~ ___ yen __ -;-r- ~ in 40 ,'1·f~~ _,JI_ II MASTER PL.AN SB l_.05 to SR 167 OIRECT ACCESS RAMP 20 B'-0" --,- PIER 9 -w-s,.,,. •~-1<>lit..._.,..,;oo , 1'-6" r-l ~ \If 'w Jlll ;:~ ";-t- ~-/L=-:-~~ ~ --=--~:-=t ·-=--1 MASTER PL.AN~; MASTER PLAN _, I SR167 io NB 1-405 NB 1-405 j DIRECT ACCESS RAMP L\) 40 62 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR DC FLYOVER BRIDGE SECTIONS I 7S, BR09 Stt~ET "' SHF.HS ::< '--------c----r ----· ···-----· -r--~-·r-- ,.. ' ~- ' 56'-0" BRIDGE ROADWAY 28'-0" 28'-0" SB -NB . ·-------. ·------------ t< •. ~r 12·_9 .. , ~ ---rYP -I . ~ -· u -:> --· _Jti _[_ r t-o \\wll1 bJ ~ /F MASTER r---------------- PLAN NB 1-405 L -:' '-. 2:, 75 6~-41 FINAL REVIEW · SEPT. 2015 CONCEPTUAL DESIGN NOT FOR CONSTRUCTION ,, Lu' FILE NAME c \caddlib\pw\groe\35096_ 405ph2\dms02231\167pr100 br08.dgn TIME 7 11:04 AM DATE 9/10/2015 PLOTTED BY groe DESIGNED BY 1:,_~RA-~L~R ENTERED~~ T. MAKOUSKY CHECKED BY E. BRENDEN PROJ. ENGR REGIONAL ADM. R. FENTON L. ENG REVISION 34'-0" Cl 42+43.08 PIER 6 2C INTEGRAL CAP 3'-CJ" fTYP.) ~1~ -· ~ ~ ffi -~-- -------- 4[1 STATE 10 !WASH __J__ __ _ JOI! NUMBER CO~l~Al) NO N167-N c---=----=--=-=---- 60 FED AID PROJ.NO LOCAnOO NO •r-r ---,--------. ---,-·----_J____ ----,-----_J__-----,---------.-------------- j ' c')'.; 1 ,.. - 56'-0" BRIDGE ROADWAY 28'-0'" 2B'•OR se··---Ne INTEGRAL CAP· --8:: ,_,,.._ o j ',-..,:::.::: ':i J NB405 -~ I/ MASTER PLAN -1 -, .. ~ SB405 to SR167 --··-· DIRECT ACCESS HOV RAMP -2J 75 f,J n•·• ~'-SlA"e ~~X I -.. • ' :> ~ G -:> -~ __JW_ .--- ti ' 12'-11" -~ I I -~ ~ 1 1111 ~ 38-5 A .-> , TYP _ ::E ~iU z ; '° jg:~ ~ ffi •. _,.. lw I --~Jlll k NBCD 0 ~~! L . ! LQ MASTER PLAN_/ SR167 to NB405 DIRECT ACCESS HOV RAMP 70 I - 0 45+07 PIER 7 •==~ow::n,p"'1>t,oo 12'-9" --TYP- I 1----------_ i [ :'./0" {TYP.) ~ io ~ ..;. ~ -" // MASTER PLAN NB 1-405_; --r /s, LO 60 1-405 I SR 167 INTERCHANGE DIRECT CONNECTOR DC FLYOVER BRIDGE SECTIONS ~ j 7 :i BROS SHEET " SHUT~ "· ~" f.:: -- ! 28'-0" SB 56'-0" BRIDGE ROADWAY ~ 28'-0'' NB -.-.-w L! 12'-9" ir b =>a -TYP w K I I ~ ~·C .:.-ti§ I I I I ""=>.-=>w I -rr: j!:m ':;; _ _J_ VJ ~I ~, 33'-D" TYP i. ! IL 9:::: 1-8: ~/J --£ '.) 3'-D" (TYP.) -S'J i 'w ~ i;) ~I~ ' _l .-LC· (, N167-N _ _/~~~~~~-=-~-:::_::_~~~~~ .y,- 20 1-]J ---8-· ~--,-e--L E·O 4J FINAL REVIEW • SEPT. 2015 CONCEPTUAL DESIGN NOT FOR CONSTRUCTION 2C FILE NAME c-lcaddlib\pw\groe\35096 405ph2\dms02231\167pr100 br07.dgn 0 37 + 72.08 PIER 4 2J TIME 6 59 04 AM NO DATE 91101201s -----------· 10·-WAsH ~ t= ~ "'"" sme PLOTIED BY groe ----------··----____ L __ DESIGNED BY ~ BRALLIER ENTERED BY T. MAKO_US_KY CHECKED BY E.BRENOEN PROJ ENGR REGIONAL ADM. R. FENTON LENG J'1il M'1MRER CONTR~:T MO REVISION DATE BY LO 50 7:) FED.AID PROJ.NO. U.>C~ll<.>N 'II.) PE 5T/Yd~ BO~ 60 28'-0" SB 56'-0" BRIDGERoADWAv··-----, 28'-0" ----------t---NB ~i~ f! -,, ..... ,w-~ ~I~ I ~ ~ _j~ =----11 ,1 . ",\'W'/H h , ~~· , .. , .. _j t-J 111TYP 4ti'~~" ~ ~~ii, mW ->. :i I i' l N-N167 _l!: ' .. ,<':·:--~~~_:_;:-....:-=.:.·~......:::__-'-".:...:......::i.:-~ I~ ~i~I ; .... > UJ ,.~ ;;v "l.. ·( -"N167~N ---1r ------=-----=----=-.o l ~~~ 4 C) 70 C 39 + 82.50 PIER 5 -\'W-io,gtof,51-iJi 0..-,mont ol T,..,_.,... 2 D '-1:::: 6:) 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR ______________ ,, __ DC FLYOVER BRIDGE SECTIONS 75 BR07 SHEET O> S'1€ETS :,;,, f: :: 6~; ·- SB16-7 ,!_, i-------56'-0" ' BRIDGE ROADWAY 2B'-O" SB 28'-0" NB 12'-9" ·--90 ,3D f/(j ~ ~ ITP ---.-,, ~ b~ II ii ? II t,/ ·· 1u ~ ~ -~ ~ ~T ~, r I, ,11.~.-- · , __ •. -:I fil].IIL ···,~····/ 32'-0" -i- kc t + :-L :, ii~ f ,u · 111 ~·~ '·,. J ltr ~r-~ ~ -_-·--"B"',,.; -----· ---.::{' ~-~ I70 56'-0" BRIDGE ROAOWA V __ , 28'-0" 28'-0" SB -~ -, NB I 12'-9" A -TYP r~- ; j§ ~1G -" ~ ., _L_ :-.- ~ _0, ~/JI \\W/ 3'-0" (TYP.) , !Hr 33'-0" 6'-0" TYP11I Ill ii Ill ~1~ .• ~ N ~ N ~ NB167 JIUI Ill :I Ill I '-- N167-N ------=--=--=---=----=:-J~ ~J J 1--B-c--~--,-------"-~~,..-..--~ -~~-~~~~-"--;---~-~+------, ,-"-- I-:; 5,J 40 FINAL REVIEW -SEPT. 201 S CONCEPTUAL DESIGN NOT FOR CONSTRUCTION 2,J FILE NAME c \caddliblpwlgroe\35095 405pli2\dms022311157pr100 br06.dgn TIME 6.58:21 AM ---------=~=------+-·--------- DATE 9/1012015 ~J::QJTED BY groe DESIGNED-~-'!_-P. BRAWER ENTERED BY T. MAKOUSKY -··---- CHECKED BY E. BRENDEN PROJ ENGR. R. FENTON R-EGiDNAL ADM L. ENG REVISION Q 32 +41.42 PIER 2 20 DATE BY so 1ASH CCNTR.'.Cl NO 60 75 50 FED.AID PROJ.NO LOCAnON NC ---o:;:TE·- p f SlAMP BOX 4J 2 C, 0 35+42.50 PIER 3 :JO 40 6 C) 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR DC FLYOVER BRIDGE SECTIONS /'.) BR06 SHEET " S'l.EETS 250'·0" SPAN 8 _22SS'·O" BACK TO BACK OF PAVEMENT SEATS MEASURED ALONG DC·F LINE 182'-11" ----SPAN 9 DC-F LINE PROFILE GRADE & PJVOT POINT 25'-0" --+-APPROACHj SLAB 1J. ,r:~,? ·~;~...ell 2S7L t -__ ,'·:-71. L d------~ --. . -! . -Ii -1. -J ~ .. -¥-_\, I D4' "'} .. v-v-~, ! -~ ~ -~ ' ~-• • • • -, ~. l -, ---I --,,, ' ~ < f --~ • • •, •1• •jas I ~ f-- m & ·-1 /;; -oe· -/ g w ======~·======:'!;~;~~~;,;;--;----~ ~~ 50+00 "' ' w \_ MEOIAN w ' . --k-· ..• z ---~ I 2 ~~======~===~ BARRIER --- T-----'_... i:0 ''r ~Y------,r: __.,;;__:_ • Q ~~,'>!_ '?" \ 1· \_WALL 257R \._ NB405 LINE s -+- 1200+00 " & PLAN 3 ilir:==============::;;=============================::::;::=L ____ _ r w w I ~ - 10 • * R. PIER 9 PIER 10 z ::, I ~ FINAL REVIEW -SEPT. 2015 CONCEPTUAL DESIGN NOT FOR CONSTRUCTION ~ ·~ '~ 0 1-· REFERENCE LINE ELEVATION 20.0 I ELEVATION 20 40 ~ i:,; -'.Q ~g ,~ _j NOTE: see SHEET T2 FOR CURVE DATA.PR SHEETS FOR VERTICAL PROFILE AND SUPEREL..EVltTION OlAGRAM. (NAVD) 88 SCALE IN FEET * ASSUMED STRUCTURE DEPTl-1 FROII TOP OF PAVEMENT TO BOTTOII OF GIROER. FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR REGIONAL ADM c \caddlib\pwlgroe\35096 405ph2\dms022311167pr100 br05.dg11 6 57·39 AM 9/1012015 groe P. BRALLIER T.MAKOUSKY I BY I DATE E. BRENDEN R. FENTON L. ENG REVISION R[GtON ST~TE 00 1D WASH JOB NUMSER ~;-;;a" FED.AID PROJ.NO lOC.O.TIOM NO ~E s,.,..r 11())( ~- 1-405 I SR 167 INTERCHANGE DIRECT CONNECTOR DC FLYOVER BRIDGE LAYOUT BROS 5H('ET "' S~EETS