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Home My WebLink About4.554B Original Contract . . , City of Port Angeles 8th Street Bridge Replacements Tumwater Creek & Valley Creek Bridges . Conformed Copy # 1 City Clerk Copy . . . . ~ N 0 t '" z 0 ~ ~ ~ '" ~ ::l ~ '" ... '" ~ ~ U 0 . E .= f Jl ~ ~ 0 N N ~ ~ ~ ~ 1 6 ~ ~ 1l <l; ~ ~ . } 0 0. '" N ~ ~ ,t ~ 2/9 07 /' NO DATE 0. '? '" '9 'r- ''? '", EL A ~~ v @] ADD REBARS II TOP I< BOT X-BEA~ REVISION 2'-9' I <t GIR A 'en I I -t- -+ 1-=1 ----I I q> N q> N <t GIR A ---- ....._-...... ,----' '.: :1' ~ -:--+-r " : : I , I , I '- EL 0 r - '\ f~--==-~- ~ "~I~ '''' _/ 8'-3 / / / { I I- I \ \ "- , ~ ~ / I I / 8 -3' L MW AOOEN 1 BY APPEND , '", 45'-6 4 @ 10 =40'-0 2'-9 14'-6" 14'-6" 8 -3 <t GIR B -rh ,- "- "- \ \ I- I I / /t!l --_/- I 1 --- I I I 1 <t GIR D <t GIR E ihlrtr I -r- .......J__ ~-t- m '~--- / DJ '-' '" Q) e' m' ! -r- I I - I -f- P1 ~4-l '-' '" Q) e' :::; L5 co , x e' PLAN SEE GIRDER SHEET FOR EXTENDED STRANDS fW#6 \ < '" " (fLAB RE~'NF 14[J[J #11 & <t GIR C EL C \ .- ~ #4 TIES (lYP) r---. 8 ~EL B ----- <t GIR D <t GIR E :::", "-.J '-1-;.._ _ \-lliL i"i \ I:: I \ rt ' : I' - - - -{- - , , - -- - - L..__-... ,-__...J _ex ~ ... i i ffiiliBI1 i i r ""'!'i '1 I : I 1: : I' L - , EL E_ ___ ___ _ J , , L______.J ---- --- -".. - - - - I I I '~f--0#6 TIE I I : : ~QI]#4. lYP I:: _ j12 '1" 1 -1," ____~-__:..-_-_-_=_j VEL F '~-" 0'" /~ ~- , (~)6 c::~ - -;:.=: :r-p---- , I ------.Jj:: II L'-- I I I ~L J 0[] #6 TIES SPA @ 1 -1 1{ ,. -, 1/4" 1 -1 1 4 rn #6 TIES 2 SPA @ 1'-1 1/4' (lYP AT GIRDERS) ]" 8'-3' 6 5/8' [1I] #6 STlRR & [E] #6 TIE / l. \~QU#8 [JIJ#6 STIRR &[E]#6 TIE 6 5/8" 9 SPA @ 7 1/2 = 5-7 (lYP 8ETWEEN GIRDERS) 6 SPA @ 6 5/8 = 3 -3 3/4" (lYP AT GIRDERS) ELEVATION DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NDTED I.ocoy, WA . _.. WA', Salim, OR DA TE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE ~ ~ Exeltech Consulllng, Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 Willomette Dr, HE Lacey, WA 98516 Phone: 360.357.8289 Fox: 360.357.8225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED TABLE OF ELEVATIONS LOCATION @ <t A 8 C 0 PIER 2 14369 14369 14416 13554 136 DO 13554 PIER 5 14369 14369 14416 13554 13600 13554 BOTTOM OF GIRDER ELEV. @ <t OF BEARING GIRDER 1A 18 lC 10 1E PIER 2 13584 13604 13624 13604 13584 SPAN 1 GIRDER 2A 28 2C 20 2E PIER 2 13586 13606 13626 136,06 13586 SPAN 2 GIRDER 4A 48 4C 40 4E PIER 5 13586 13606 13626 13606 13586 SPAN 4 GIRDER 5A 58 5C 50 5E PIER 5 13584 13604 13624 13604 13584 SPAN 5 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 2 AND 5 CROSSBEAM PLAN & ELEVATION T15 G:s OF \ ~9. . . . ! t ~ ~ ,. ! "' .. '" w 0: f c . E i ~ ~ ~ o N N i ~ g: j 6 13 i J ~ '" . .. ; " ~ '" N ~ ~!2 .. &, 2/9/07 <C NO DATE It PIER -N '-- SEE DETAIL OIl #6 BTN GIRDERS (TYP) I -r~-i ~ 1-0- t-:. i 00 #6 BETWEEN GIRDERS(TYP ) END OF GIRDER 00#4 TIES (TYP) [EJ #6 TIE CD CONST JOINT W / ROUGH SURF LEVEL PERPENDICULAR TO CROSS BEAM 00#8 BTN GIRDERS (TYP) OAK BLOCK TO REMAIN IN PLACE (TYP) -~ lOOIJ #11 CONT Cill #6 STlRR u;> OlD -9 <0 SECTION @ DESIGNED M WOO DR A WN J SANFORD CHECKED S LEE H SCALE AS NOTED 0/ ~ ~ exeltech 2590 Willamotto Dr. NE Lacoy, WA 98516 Phano: 360.357.8289 rax: 360.357.8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 DA TE 10/2006 DA TE 10/2006 DATE 12/2006 V SC ALE NONE ADD REBARS D TOP I< BOT X-BEAM REVISION FILE 032BXXXX dog PROJ NAME MW ADDEND I ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED 25 #6 TIE, (TYP) BTN GIR [ID #6 STlRR TYP em #6 STlRR TYP 00 #6 TIE TYP AT GIR i O!J #4 TIES @ 1 -0' E ~ '" w 0:: => I- U => 0:: l- V> 0:: w "- => V> ~ 'I: '" I' I 0, ~ I, I to I :;;; Qt~ll :- I .::..... '-"::::"" ... ~I' L I..J / , .... f.--.o.-a=. - t T -. ~..;, -L..- . -L..- . 1'5-' I \ a: I 1 I \ I ~ 1:~1....\--- ~;-I- L- \ ~..-. ,.' 'I-TIT-I ',,'" ,,/ l-rIT'-1 e-~-: I: --:~I~~' ~p' ;-r-Ft=+I: --~ I I I, ' I;; I I I I I I BTN GIR I' I I ~ ~ It GIRDER A It GIRDER B w 0:: => I- U => 0:: l- V> CD => (11 CROSSBEAM CONSTRUCTION SEQUENCE CD CROSSBEAM CD PLACE GIRDER ON BLOCKS CD DIAPHRAGM STAGE 2 0) ROADWAY SLAB C0 COMPLETE DIAPHRAGM (xo'toch Cansulllng, Inc. ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES Lacey. WI.. . 5eGtt1.. WI. . Salim. OR lliJ# 6 ;I:r : :1 I II []D#6 TIES @ COL IN PLACE OF 00 #6 STlRR L-~t: L-~~~~~~ . . . / /ll~rJ~~~:~ L-L- . I I 1 I 1 I I '1 I' I \ 1 . - - -1- --' - - - - t T - - - + -1-: ..--.-.-..... .... T.ill .1illL. . ../.... T.... ,-Ti '/. --1-1 , " ..-.--.-- - I .---r-w-____~___.__...__...... -.----.--.- .-.-- . I I I I ~ 00#6 It GIRDER C & CRDSSBEAM It GIRDER D It GIRDER E SECTION (J;) []I] #4 TIES -[+--+-+-1 / I I / I -- -t--H--~- /1 I / / I -t-71"--t-7f- - / I I / I I / I I I~ APPROX 2-0 BASED ON VERT BAR SPACING APPROX 2'-0" BASED ON HORIZ BAR SPACING TIE SPACING DETAIL 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 2 & 5 CROSSBEAM DETAILS T16 co 4- OF \S;g 2'-9" 8'-3' 14 -6' . tt GIR A tt GIR B rh .", I -t- ~ -t--I_ --J -- '\1~ '7' -+ / ':' I '" I N ( "9 I- I- .... \ I '" \ I .'7' , \ I N .", -~ , --_/ 1==8- 1--1 , ----I WJ 4-l ~ ,,; j E ~ OX> ! 0- . ~ '" i3 <= ~ 0 ~ z :5 .. ,. ~ [ij ... '" ~ ~ ~ 0 . ~ I ~ .... 0 N N f ~ ~ ~ '" 6 15 1 .Ii il OJ ~ . Il g. .. l! OX> N n ~ ,t, ~ 2/9/07 ;; NO DATE \w/' B ri~~ ~ tt GIR tt GIR D tt GIR E ~ tt GIR A tGIR C ~ EL. C\ ~ QD #4 TIES (1YP) 8 V- I --- ----- .....- - - .->...... - - ff - , , -t"" ---,....---- ~-- --~ -- - c:--- -;::::J - - - -1::::. - - ;:.:- ::J----- '----.,. ~- -~ .<0 \* , - ~ co I I r ;.., , , !,! '" I 'I'I:!' I--~ lit-- \ :: I i! ~ HI iTI "': :1- I I '::::", I I -----u:: II I,I.~ ~I --; IV l- I I I 81 I I i I I 11;r ~ : : I Hi 0 : : I " : :' , , "1 \ I I r ' , , , , I , , , , 'Tj 1 " '- - '- - - rjEL F EL. D\ If L.nnnJ ' , EL E_ L ___ ___ _ J , , - \...______J "--------' L______J g --- - - --- ------ - -- - - -- - - - -- ~ -10 [2Q / / / 12 ~\E / ~ , --, / /"-v 1J Jl / I ,. -1 1/4" J 1 -1 1 4 I (~ )~ ~ #6 TIES I I I 73 #6 E F - I 2 SPA @ 1'-1 1/4" 8'-3 (1YP AT GIRDERS) 7' lliJ#6 TIES 7' I 8'-3 SPA @ 1'-1 1/ 6 5/8' L 'I ~, \~/' Q[J#6 STIRR &0#6 TIE ~ #6 STIRR & ~ #6 TIE 65/8" 9 SPA @ 7 1/2" = 5-7" 1YP 8ETWEEN GIRDERS ~ EL A .- [l[J 45 -6" 4 @ 10'=40'-0" 14 -6' tt GIR C rh ~ - r - -I -t- W rhD I -tTt~t"'~~ '--I " // 1--1-_1 ---- 4-1 PLAN SEE GIRDER SHEET fOR EXTENDED STRANDS 6 SPA @ 6 5/8 = 3 -3 3/4' (1YP AT GIRDERS) DESIGNED ~ WOO DRAWN J SANFORD CHECKED 5 lEE H SCALE AS NOTED DATE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE ADD REBARS 0 TOP '" BOT X-BEAM REVISION FILE o32BXXXX dW9 PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~ AODEN 1 BY APPEND ELEVATION ~ [xellech Consulllng, Inc. 2590 Wlllame>>e Dr. H[ locey, WA 98516 Phone: 360.357.8289 rax: 360.357.8225 lac.,. WA . Secttl" WA . Sal,,". OR 8 -3 tt GIR E rh ~t- ~::--' =:-1_ WJ ~ 2'-9 t:) rc Q) el :::; <( w Q) I X el t:) rc Q) el EL 8 #6 TIE OIl #4. 1YP #11 PUBLIC WORKS DEPARTMENT CITY or PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE. (206) 457-0411 TABLE OF ELEVATIONS LOCATION @ tt A 8 C 0 F PIER 3 14431 14431 14478 13616 13662 13616 PIER 4 14425 14425 14472 13610 13656 13610 BOTTOM OF GIRDER ELEV. @ <t OF BEARING GIRDER 2A 28 2C 20 2E PIER 3 13646 13666 13686 13666 13646 SPAN 2 GIRDER 3A 38 3C 3D 3E PIER 3 13648 13668 13688 13668 13648 SPAN 3 GIRDER 3A 38 3C 3D 3E PIER 4 13642 13662 13682 136 62 13642 SPAN 3 GIRDER 4A 48 4C 40 4E PIER 4 13640 13660 13680 13660 13640 SPAN 4 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 3 AND 4 CROSSBEAM PLAN & ELEVATION T19 G1 OF IS~ ~ 84 #4 TIES @ 1'-0' i ! ~ ! t . . . "1 ~ ::Ii ~ !5 ... ..., '" 1i: <> N 1 ~ c . E i ~ <> N N 1 o & 1i: j -({ ~ i iJ .ii ~ ~ u r ~ ~ N ..., 8e'" ._ &. 2/9/07 ;: NO DATE It PIER ON '- SEE DETAil SLAB REINF . . . []I] # 6 BTN GIRDERS (TYP) . I i. -1-- + i L : r ' r'. I CONST JOINT W / ROUGH SURF lEVEL PERPENDICULAR TO CROSS BEAM END OF GIRDER 16"0 BlOCKOUT [IT] #4 TIES (TYP) QD #6 TIE CD 00#8 BTN GIRDERS (TYP) OAK BLOCK TO REMAIN IN PLACE (TYP) :! 1 r.C::lD # 11 CO NT OIl #6 STIRR <f) I <.D 9 <.D 7'-0" D SECTION @ DESIGNED M WOO DRAWN J SANfORO CHECKED S LEE H SCALE AS NOTED DA TE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE ADO REBARS 0 TOP '" BOT X-BEAM REVISION FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED UW ADDEND 1 BY APPEND -'='/ ~ ---........ exeltech -" WA . _I., WA . Sol.., OR 03]#6 TIE, (TYP) BTN GIR CZIJ #6 STlRR TYP em #6 STlRR TYP [ill #6 TIE TYP AT GIR "" I 00#6 -n/'Ir I [1[] #6 TIES I III : : I @ COl IN PLACE OF I I I I rnJ #6 STlRR ; ! " ~i--l: I i --~ -A-A :; J .. -~:- I -:~ : -- _--"-A . . . . . L-L-~rl I _______.L--"--"---'L--"..-L--"-A-A..... tl l{r1~rrT' ~......-----tl L-L-' ,;;;, EJ I' L - t i - -.J // '- t.!. _ L /,. ~ .(.~.~. \... '.... . . . . . ..-; I.... . . . . . ....1.../ ... .\....1..... I'-J'---i---~-+- It' ~ I t. .m \~~ ~/~~.: -= ~~.rm..~~ - - -~. T ~1-111'1-t/..~. T" .~: ,-TIT-i '- .--/ ,-TT-i r--rl '/. -"l.-I I_~ '- / -1- II I I ' .-- . I II: : -'I~ ~8' ~p.' W-f-Fi/ i--:-' . . . . . .-w-J-: w-..... .-.-. . . . . . -.-,-~ w-w- . I I I I. ' I;; I I I I I I I BTN GIR I I I I : II -YJ- ~ ~ It GIRDER A It GIRDER B x <<: "" w a:: => >- u => a:: >- U1 a:: w a.. => U1 It GIRDER C & CROSSBEAM It GIRDER 0 It GIRDER E SECTION ~ T19 w a:: => >- u => a:: >- U1 co => U1 CROSSBEAM CONSTRUCTION SEQUENCE I L +-4-: /. "ES ~p~~- i--+ht' -+1-+ -7!'-- _-I -71"-t -- /1 I / t /1 I~ APPROX 2-0 BASED ON VERT BAR SPACING APPROX 2'-0" BASED ON HORIZ BAR SPACING CD CROSSBEAM CD PLACE GIRDER ON BLOCKS o DIAPHRAGM STAGE 2 CD ROADWAY SLAB @ COMPLETE DIAPHRAGM TIE SPACING DETAIL Exe"ech Consulllng, Inc. ~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 3 & 4 CROSSBEAM DETAILS G~ OF \S;S? T20 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 W1l1omette 0,. HE Locey, WA 98516 Phone: 360.357.B289 rox: 360.357.8225 321 EAST 5TH STREET P.O BOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 . . ! E ~ '" ~ N '" .;. ~ N ~ ~ '" W '" '" G <> ~ '" '" '" ~ ! o . E ~ .2 ~ E g ~ '" N N ~ ~ ~ ~ ! 6 5 ! ~ ~ .. ;ij c 0; ! AU. fWfEl) 5TWIDS IN EXCE56 OF t2 5fWl IlE PlJ..CEO IN THiS OONOtE GIRDER TOP OF GIIWER 4 GIRDER 2' N.ONG GIIWER GIW)E SAWTOOTH DETAILS 90' e.G. TarA/. HARPED STRANDS "" ~~~0 C7- NIEJ,[) 0II5T IIT/ONlNG ~ BEARING ~ BEARING 4'(/.'JN.) I 00 00 00 010 00 ellWTEETH NiE FUlL WIDTH. USE 511WTIXJrH IDS STRAND PATTERN AT "" SPAN END 1 END 2 FROM/lOTTOMOF/lOTTOMFWiGETO/lOTTOMOF ~ II1JNE5T fWfI'ED 5TIWID 115 WElL 115 TOP FWiGE NJJN:ENT TO HmED 5TIWiDSII5 SHONN IN =~~~~~~~~~/- GI;;RSC~~::=:~~~ (DIMENSION "A" AT It BEARINGS = 12 1/4" Bi'SED ON GIRDER DEFLEGTlON= "D"M TIME OF SLAB PlACEMENT (120 DAYS) ) MIN GONG HARPED STRAIGHT TEMPORARY LOGA TlON OF ^'( (~I ~ ~ ' " " e, e, ,~;u :: "";~ ,~:;, '1'o!c':' ,~ "= ,~:;, "= CG ~;:r" " ~ ! ~ I ~ '~)) ~ UJ ~ (FT) DEG DEG (IN) (IN) ~ ~ ~ t (KIPS) (KIPS) (KIPS) E Fit Fb Fa ~ D 1 ALL B D 30 90 90 12 9 151',0" 88 75 17 747 42 184S 6 264 372 3.88 30 115 324 463 516 12 ( : ;~:: :: : : : : ::: :: :: : ::: : : : ::::::: ::: : :: :: :) ( 4 ALL D D 30 90 90 9 9 134'.0" 85 75 12 527 42 184S 6 264 372 30 30 90 203 389 4.35 9 ) 5 ALL D B 30 90 90 9 12 151'-0" 88 75 17 747 42 1845 6 264 372 388 30 115 324 463 516 12 BEARING '-----"" ~~""'----.'-..-/'----/'---..../'-..-/.~~ ~ 1; '" C3 5' 2' (TYP J C.G. TorllL fWfEl) 5TWIDS ODD 5TIWID (/MY /lE NJJU5T TO BTHEI: S1DEOFWE5) STRAND PATTERN AT GIRDER END =1'.2' =1'.2' PLAN lENGTH fWfEl) 5TIWiD LLX:IITION SEQUENCE 5IWL IlE 115 SHOI/N (I). (2) ErG. lEVEl ELEVATION V2' EXPIINDED POLYSTYfIENE FO/( 5i'.PN5 6I1EIITEK l1WIl5' ONLY TRANSVERSE REINF'. SHOWN & 3/4 CHAMFER ON FLANGE R SKEWS GREATER THAN IS' 90" 10'-0" SPLAY[@].[QZ]& 0ARS TRANSVERSE REINFORCING SKEWED ENDS 3/4" CHAMFER ON WEB FOR SKEWS GREATER THAN IS' V2' EXPIINDED POlYSTYKENE FO/i: smlS EIlUIIL O/i: lES6 THNll5' PLAN BEARING RECESS AND FLANGE SPALL PROTECTION BOTTOM DETAIL DESIGNED M WOO DRAWN L BOROS CHECKED S LEE H SCALE AS NOTED 3 DA TE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE W83G GIRDER DETAILS 2 OF T25 ~ ~ ExBItBch Consulflng, Inc. 2590 Wlllomelte Dr. HE Locey, WA 98516 Phone: 360.357.8289 Fax: 360.357.8225 PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES ~ '" N ~ ~ ~ 2/9/07 GIRDER SCHEDULE. PlAN-BEARING RECESS OETAlL ;C NO DATE REVISION 1;$ OF \S;~ exeltech J21 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 9BJ62 PHONE' (206) 457-0411 FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED 10..." WA . _I., WA . Salem, OR MW AOOEN 1 BY APPEND . ~ t 'Ii I - 0 n N N 0 . t ~ ~ i in 0 z .. '" ~ ~ z i5 ~ 'f .., 1 0 . ~ f ; !I -;;; ;g ! -g: ~ -b 5 J . . '" ~ . . I ~ " N .., ~ ~ ..- "- ~ VIEWPOINT 6 - 6" SIDEWALK FOR SLAB TOP REINF SEE SHEET T27 FOR SLAB TOP REINF SEE SHEET T28 10'-0" 15'-0 15 -0" 10' ~ ~ 124Dl\57#5 @8", rt~ VIEWPOINT lliIJ\Y#5 @8 \:-/ W 22 EO SPA (TYP) ___12431 #5 W (SYMM ABOUT VIEW PT) I ju~ I' ~ , I ~ ~ l I --r~ r FOR S I --:::::::: SEE S <( --- I ~~. ---- (\ N I YO",- '"""" - / 0:: C3 -v"~ - ~~l r \ , en I ~II r \ N ...... III .... I I 0:: U I C3 '---- ~- ,....-- '--- ...J ;:::/---- - - --. I--- - - l L..SIDEWALK CURB LINE & FOR SLAB TOP REI0' W SEE SHEE T T27 [2471\ #6-60 SPA @ 8" = 40 -0' THICKEN SLAB TO TOP OF GIRDERS BETWEEN EXT GIRDER AND 1 ST INT GIRDER FOR .. ..--~ ~ ~ ~ ~ 40' -:.,0" C~NTE!E~ A~OUT ~ VIEWPOINT ~ ~ ~ ~ ~ ~ ~ ~ ~.A. ~~ W#4 @ 1 -6" MAX [E[) W / 2' -0" M1N SPLICE [ill]W#4 @ 1 -6' <0 '", ~ EDGER. TYP LAB TOP REINF HEET T28 'N '-- -r ... 4'-4 1/2" o ~ SECTION C) 6 -6 SIDEWALK TO g -1 1/2" VIEW PT I f245lW#4 @ 1'-6 I t.= -.:- -."-;- [lli]\V#4 @ 1'-6" MAX VIEW POINT SLAB PLAN SIDEWALK REBAR #4'S NOT SHOWN FOR CLARITY g'- 1 1/2" VIEWPOINT TO 13'-0" VIEWPOINT W I2ITJ #5@1 -0" MAX - 13 EO SPA ~ ~ 1'-1 3/4 I I 7/8' 0 A325 ANCHOR BOLTS FOR BOLLARDS SEE SHEET T33 ~ II ~ #5 @ 8" 4'-4 1/2 TO 7'-0 . 1243 ~5 THICKENED SLAB. SEE VIEWPOINT SLAB PLAN SECTION C) FOR BRACKET, SEE SHEET T34 1:---FOR DIAPHRAGM, SEE SHEET T34 SECTION (;) /1;. DESI GNED M woo DR A WN J SANFORD CHECKED S LEE H SCALE AS NOTED 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 DA TE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE E.."och Consulllng. Inc. PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE IEWPOINT SLAB AND SIDEWALK DETAI T31 7~ OF \S;g, ~ ~ 2590 WlllomoHo Dr. HE Locey, WA 98516 Phone: 360.357.8289 Fax. 360.357.8225 NO DATE MW ADDEN 1 FILE DJ2BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED Laety. Wi. . SIeHl.. WA . SoI,m. OR . '" -l <( :;: w o Ui ei . ~ '\j S - '" '" N N '" t " ~ '" ~ '" .... 0:: lO! '" fa " i2 z ;;; i2 ~ 5 ~ . ~ f i -;;; ~ j ~ j b 5 Ii ! I ~ c ;; ~ c .. '" N '" '" .,:; ~ ...- NO .. 25'-0' 25'-0" SEE BOLLARD DETAIL THIS SHEET '( ...., --IDI ra -~-IDI - .'( ....., BOLLARD LAYOUT AT VIEWPOINT SLAB PEDESTRIAN TRAFFIC BARRIER SIDEWALK CURB LINE PLAN 1 0 HOLE INSTALL BOLLARD VERTICALLY PLACE GROUT TO THIS LEVEL USING GROUTING TUBES FROM UNDER THE BASE CAST IRON NAUTICAL BOLLARD STANDARD COLOR RAL 7037 MANUFACTURED BY CANTERBURY INTERNATIONAL LOS ANGELES, CA OR APPROVED EOUAL .... ....... 7/8"0 x 1'-6" ASTM A 325 ANCHOR BOLTS WITH LOCKING NUT AND WASHER GALVANIZED PER ASTM A 123 . ".' 'N TOP OF SIDEWALK (1 % SLOPE) LEVELING NUT AND WASHER GALVANIZED PER ASTM A 123 3"0 x 1/2' PLATE WASHER WITH STANDARD HOL ASTM A36 GALVANIZED PER ASTM A 123 ELEVATION SECTION AT CENTER BOLLARD DETAIL DESI GNED ~ woo DR A WN J SANFORD CHECKED S LEE H SCALE AS NOTED DA TE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE -0/ ~ --........ exeltech 2/9/07 OHm PIAN ~EW & SECTION A & AIl0 OOIlAROIJ.YOUT & IlETAIlS t.!II DA TE REVISION BY AOOEN 1 APPEND FILE PRoJ NAME ALL DIMENSIONS ARE IN FEET UNLESS oTHERWI SE NOTED Im:tr. WA . Seattll, WA . Salim, OR Exoltoch ConsultIng. Inc. 2590 WIllomolto Dr. HE locoy. WA 98516 Phono: 360,357.8289 Fox: 360.357.8225 ~ & PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 END OF PC GIRDER 3"MIN FACE OF DIAPHRAGM ~ MIN --I ~J ~I OAK BLOCK PLACED PARALLEL TO FACE OF CROSSBEAM. FULL WIDTH OF BOTTOM FLANGE FACE OF CROSSBEAM 6" I PIER & CONSTRUCTION JOINT WI ROUGHENED SURFACE i PIER :z Cl - ~ 1'-w ::;;: is TOP OF PC GIRDER END OF PC GIRDER FACE OF DIAPHRAGM 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE INTERMEDIATE PIER DIAPHRAGM T33 ~\ OF \S~ . . . - -- - - ,..--...., ~ ~ -~ ..----.....~ ~ ~ ~ - S = Bar is included in {ffi S = Bar is included in BENDING DIAGRAMS subslruclure quantities.::=:\\ E = Bar is to be epoxy coated. substructure quanlities.~ E = Bar is to be epoxy coaled. L = Lump sum quantity. ~ L = Lump sum quantity. ~ T = Transvelll8 I Y = Bar dimensions vary between dimensions T = Transvelll8 Y = Bar dimensions vary between dimensions or S = Seismic shown on this rme and the following line. or S = Seismic shawn on this line and the following line. U f-t-- ~-ft- w "'", ~g<n ::t: DIMENSIONS (OUT TO OUT) d w "'", ~ :J: DIMENSIONS (OUT TO OUT) I I 0 ~ ~~8 ~ !;ii1l 15 ) z w ffi.'" ~ !;ii1l ~o<n ~ {B z c.Jw LENGTH WEIGHT c.Jw LENGTH WEIGHT TYPE 50 {~ "" "'''- !H<~ U "" Sz1 ~~ 0 "'''- 5lg~ U W X Y Z 01 02 Vi ~ D:: '" W X Y Z 01 02 ~ LOCATION 0", ~ LOCATION z 0", g ~ i3 0 ..J :z w ~3 <no w::l "- :z IT I IN IT IIN IT IIN IT IIN IT IIN DEG IT I IN LBS TYPE 51 II> "- IT IIN IT I IN IT IIN IT IIN IT IIN DEG DEG IT IIN LBS ) II> 1=-' DEG w w PIER 2 COLUMN LT 113 EO STOPER 4 12 50 T S 6 50 6 5 51 L TYPE 52 ..J 5 LT LONGITUDINAL 11 40 89 S 71 10 6 50 77 6 16471 ) 114 EO STOPER 4 56 72 T S 1100 2 4.0 2 4.0 7 1 264 "') ~ 1 I u 6 LT SPIRAL 6 1 67 S 5 9.0 35 00 0 35 0 80 75 00 2163 5 3249 115 BACKWAlL TIES 4 196 58 T S 2 10 2 9 359 L ? 7 LT SPIRAL 6 1 67 S 5 90 36 00 0 45 0 80 75 00 1730 11 2600 116 TOP OF BACKWAlL 4 49 74 T S 1 30 2 0.0 2 00 5 1 166 TYPE 53 J --H-- -t4- -P+- ft- PIER 2 COLUMN RT ) 117 STEIotWAlL BLOCKOUT 4 16 50 T S 3 70 3 7 38 TYPE 54 5 RT LONGITUDINAL 11 40 89 S 78 1.0 6 5.0 84 6 17959 113 EO STOPER 4 6 50 T S 2 4.0 2 4 9 J ~ll!i3 {JfJ ( 6 RT SPIRAL 6 1 67 S 5 9.0 35 0.0 0 35 0 80 75 00 2163 5 3249 ) PIER 6 (ABUTIotENT 6) r TYPE 55 7 RT SPIRAL 6 1 67 S 5 90 43 0.0 0 4.5 0 80 75 0.0 2067 5 3105k' 100 BOT OF FOOTING B 76 50 S 13 60 13 6 2739 PIER 3 COLUMN 101 BOT OF FOOTING 6 14 50 S 50 30 50 3 1057 r TYPE 56 1 ( 55 COLUMN LT & RT 11 80 89 S 96 80 6 50 103 1 4381711 102 TOP OF FOOTING 6 51 50 S 13 60 13 6 1034 L TYPE 57 ~35. ~ U 56 COLUMN SPIRAL 6 2 67 S 5 90 44 00 0 35 0 80 75 00 2719 9 8169'" 103 TOP OF FOOTING 6 9 50 T S 50 30 50 3 679 IT > 57 COLUMN SPIRAL 6 2 67 S 5 9.0 52 80 0 45 0 80 75 00 2532 3 7606 104 STEM WAlL 6 49 54 T S 8 50 9 3 682 TYPE 58 --i+ (> PIER 4 COLUMN '" 105 STEM WAlL 7 49 54 T S 8 50 9 5 942 r TYPE 59 ..J 55 COLUMN LT & RT 11 80 89 S 100 70 6 50 107 0 45481 106 BACKWAlL 7 49 50 T S 10 10 10 1 1010 I I ITN'Nffi ~ 56 COLUMN SPIRAL 6 2 67 S 5 90 44 0.0 0 35 0 80 75 00 2719 9 816* 107 BACKWAlL 5 49 50 T S 11 10 11 1 566 U 57 COLUMN SPIRAL 6 2 67 S 5 90 56 7.0 0 45 0 80 75 0.0 2720 6 8172 108 STEM WAlL 6 7 50 T S 48 50 48 5 509 PIER 5 COLUMN LT 1/ 109 STEM WAlL 6 7 50 T S 48 50 48 5 509 LD~:h~: I 5 LT LONGITUDINAL 11 40 89 S 92 10 6 50 98 6 20934D 110 STEM WAlL & BACKWAlL 5 21 50 T S 48 5.0 48 5 1060 ~ ( 6 LT SPIRAL 6 1 67 S 5 90 35 00 0 35 0 80 75 00 2163 5 3249 111 STEM TIES 6 49 58 T S 5 40 6 10 502 7 LT SPIRAL 6 1 67 S 5 9.0 57 0.0 0 4.5 0 80 75 00 2740 7 4116) 112 STEM WAlL TIES 4 144 57 T S 5 4.0 5 8 549 -w- Z FEET OF SPIRAL LENGlH TO ACCOUNT fOR SPUCES PIER 5 COLUMN RT 113 EO STOPER 4 12 50 T S 6 50 6 5 51 TYPE 67 ( 5 RT LONGITUDINAL 11 40 89 S 89 1.0 6 5.0 95 6 20297 ) 114 EO STOPER 4 56 72 T S 1100 2 40 2 40 7 1 264 TYPE 66 ~I x 3t 11iw~ 6 RT SPIRAL 6 1 67 S 5 90 35 00 0 35 0 80 75 00 2163 5 3249 115 BACKWAlL TIES 4 196 58 T S 2 10 2 9 359 V > 7 RT SPIRAL 6 1 67 S 5 90 54 00 0 4.5 0 8.0 75 0.0 2596 4 3899 116 TOP OF BACKWAlL 4 49 74 T S 1 30 2 00 2 00 5 1 166 - f PIER 2 & 5 CROSSBEAIot 9387 ) 117 STEIotWAlL BLOCKOUT 4 16 50 T S 3 7.0 3 7 38 20 CROSS8EA1ot BOT 11 40 50 S 44 20 44 2 113 EO STOPER 4 6 50 T S 2 4.0 2 4 9 ~ 21 CROSS8EA1ot TOP 11 20 56 S 45 20 48 6 5151) PIER 1 & 6 WINGWAlLS U E 22 STIRRUPS 6 228 72 T S 4 6.0 6 2.0 6 2.0 17 10 6096 160 HORIZONTAL 6 16 50 T S 9100 9 10 236 {)i] :l! 23 SIDE BARS 6 20 50 T 45 0.0 45 0 1352 ) 161 HORIZONTAL 5 10 50 T S 9100 9 10 103 ::: 24 CROSS BEAIot TOP TIE 6 150 58 T 6 9.0 8 3 1856 162 VERTICAL 5 16 50 T S V 2 4 8.0 4 B ~IW] ~ -GLGt ,,- 25 DIAPHRAGM 6 130 73 T S 3 80 13 60 13 60 31 8 6177 3 50 3 5 67 0 .!, 26 DIAPHRAGM 6 28 50 T 46 60 46 6 1955 ) 163 VERTICAL 4 16 50 T S Y 2 4 80 4 8 iH' j' 27 DIAPHRAGM TIE 4 120 58 T 6 90 7 5 594 3 5.0 3 5 43 ~ 2B DllAPHRAGM TOP 11 28 50 T 48 00 48 164 TOP OF WINGWAlL 8 4 80 T S 7 60 3 60 3 00 168 10 12 117 0 7141 ) 1-;;-' ~ '" 29 CROSSBEAIot TIES 0 COL 6 64 74 T S 6 20 2 60 2 60 10 10 1043 165 TOP OF W1NGWAlL 4 16 74 T S 1 3.0 1 00 1 00 3 1 33 3t TYPE 73 x ~ ~ ..., 30 END OF CROSSBEAIot TIE 6 28 56 T S 14 00 15 8 660 166 HORIZONTAL 6 2 50 T S 6 60 6 6 20 ~ 31 END OF CROSSBEAlot TEIotP STEEL 4 56 56 T S 6 80 7 3 271 ) 167 HORIZONTAL 5 2 50 T S 6 60 6 6 14 I;] 1 I i1i 32 DIAPHRAGM TORSIONAL STEEL 8 176 58 T S 13 60 15 6 18'-0" CURTAIN WAlLS (3 EA.) U ~ 7273 ~ 33 DIAPHRAGM SIDE BAR 6 60 50 T 9 50 9 5 849 ) 131 BOT OF WAlL 8 6 50 T S 20 00 20 0 320 U '" 34 BOT OF DIA. TIES 4 88 58 T 3100 4 6 264 132 TOP OF WAlL 8 6 54 T S 22 00 23 2 370 I I ~ 1 PIER 3 & 4 CROSSBEAIot 133 LOWER HORIZONTAL 6 15 54 T S 20 00 20 10 470 ~ ~~1 <1 70 CROSSBEAIot BOT 11 40 50 S 44 20 44 2 9387 ) 134 UPPER WAlL 6 33 54 T S V 3 19 0.0 19 10 ~ 71 CROSSBEAIot TOP 11 20 56 S 45 20 48 6 5151 4 00 4 10 612 W i 72 STIRRUPS 6 228 72 T S 4 60 6 2.0 6 20 17 10 6096 ) 135 LOWER HORIZONTAL 4 9 54 T S 18 0.0 18 4 110 ( E 73 SIDE BARS 6 20 50 136 .:! T 45 00 45 0 1352 UPPER HORIZONTAL 4 24 54 T S V 3 18 0.0 18 4 U I - 74 CROSS BEAIot TOP TIE 6 150 58 T 6 90 8 3 1856 ) 4 00 4 4 181 {WJ vi " (> ~ 75 DllAPHRAGM 6 130 73 T S 3 80 13 6.0 13 60 31 8 6177 137 VERTICAL NS 5 30 50 T S V 3 7 0.0 7 0 ~ ~? ~ 76 DllAPHRAGM 6 28 50 T 46 6.0 46 6 1955 2 9.0 2 9 153 I 77 DllAPHRAGM TIE 4 120 58 T 6 90 7 5 594 138 VERTICAL FS 4 30 50 T S V 3 7 0.0 7 0 .n:E.E....aL -T. '" 78 DIAPHRAGM TOP 11 28 50 T 48 00 7141K 2 9 98 ~-y I 48 0 2 9.0 ~ 79 CROSSBEAIot TIES 0 COL 6 64 74 T S 6 20 2 60 2 60 10 10 1043 139 YERTlCAL NS 6 24 50 T S V 3 14 60 14 6 ~ BO END OF CROSSBEAlot TIE 6 28 56 T S 14 0.0 15 8 660K 10 6.0 10 6 451 ~ g 81 END OF CROSSBEAIot TEIotP STEEL 4 56 56 T S 6 8.0 7 3 271 ) 140 VERTICAL FS 4 24 50 T S V 3 14 60 14 6 { Y,.< ~35. ;!. 82 DIAPHRAGM TORSIONAL STEEL 8 176 58 T S 13 60 15 6 7273 10 60 10 6 200 ----D ; ~ ~ 63 DIAPHRAGM SIDE BAR 6 60 50 T 9 5.0 ) 151 TOP OF WAlL 2 8 96 .s 9 5 849 4 54 74 T S 0100 1 00 1 00 '" 84 BOT OF DIA. TIES 4 88 58 T 3100 4 6 264 12'-0" CURTAIN WAlL (1 EA) E PIER 1 (ABUTIotENT 1) I TYP~ 89 1 I u I .., 141 BOT OF WAlL 8 2 50 T S 14 00 14 0 75 ~ 100 BOT OF FOOTING 8 76 50 S 13 60 13 6 2739 ) 142 TOP OF WAlL 8 2 54 T S 15 0.0 16 2 86 TYPE 83 ~ 101 BOT OF FOOTING 6 14 50 S 50 30 50 3 1057 ) 143 LOWER HORIZONTAL 6 6 54 T S 14 00 14 10 134 " -!l 102 TOP OF FOOTING 6 51 50 S 13 60 13 6 1034 144 UPPER WAlL 6 8 54 T S V 1 12 00 12 10 I 103 TOP OF FOOTING NOTE: ~ 6 9 50 T S 50 30 50 3 679 3 60 4 4 103 ~ g 104 STEM WAlL 6 49 54 T S 8 50 9 3 682 ) 145 LOWER HORIZONTAL 4 3 54 T S 14 00 14 4 29 ALL REINFORCING BARS ON THIS SHEET SHALL BE MSHTO 1. ~ 105 STEM WAlL 7 49 54 T S 8 50 9 5 942 146 UPPER HORIZONTAL 4 7 54 T S V 1 11 0.0 11 4 M-31 UNLESS SHOWN OTHERWISE 106 BACKWALL 7 49 50 T S 10 1.0 10 3 60 3 10 35 ~ : 1 1010) REINFORCING FOR PEDESTRIAN BARRIERS BASE BID NOT SHOWN IN THE BAR UST. ~ 107 BACKWAlL 5 49 50 T S 11 10 11 1 566 147 VERTICAL NS 5 4 50 T S V 1 5 00 5 0 2 d'S 108 STEM WALL 6 7 50 T S 48 50 48 3 60 3 6 18 SEE PEDESTRIAN BARRIER SHEET 5 509 ( ~ 109 STEM WAlL 6 7 50 T S 48 50 48 5 ,:) 148 YERTlCAL FS 4 4 50 T S V 1 5 0.0 5 0 3. REINFORCING FOR SHAFTS NOT SHOWN IN THE BAR UST ( 1: 110 STEM WAlL & BACKWAlL 5 21 50 T S 48 50 48 5 3 6.0 3 6 11 SEE COLUMN AND SHAFT SHEETS III :S 111 STEM TIES 6 49 58 T S 5 4.0 6 10 502 ) 149 VERTICAL NS 6 8 50 T S V 1 13 60 13 6 4 NUMBER AND LENGTH OF BARS TO BE DETERMINED BY ., 112 STEM WALL TIES 4 144 57 T S 5 4.0 5 8 549 10 00 10 0 141 THE CONTRACTOR FROM PlANS "- " 1 DESIGNED. II. WOO DATE 01 2007 8TH STREET BRIDGE REPLACEMENTS T43 c: "" ~ ~ 1; ORA'M'l. S. GRAFF DATE 01/2007 Exeltech Consulting, Inc. PUBLIC WORKS DEPARTMENT Q. CHECKED R. SMITH DATE 01/2007 CITY OF PORT ANGELES ., 2590 Willame"e Or NE TUMWATER CREEK BRIDGE q, Pj H SCALE V SCALE h Lacey, WA 98516 ~ e X e I t e c 321 EAST 5TH STREET POBOX 1150 OF g FILE PROJ NAME Phone' 360357.8289 PORT ANGELES. WA 98362 PHONE (206) 457-0411 BAR LIST 1 OF 2 ~ /I'; 2/9/07 REVISED OUANTmES IotW ADOEN 1 ALL DIMENSIONS ARE IN fEET Locey, WI. . Seattr., WI. Salem, OR rax: 360.357.8225 \S9. Q: NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED . . . 'V 'V'V~~-'V- S = Bar is included in substructure quantities.~ L = Lump sum quantity. T = Transverse or S = Seismic \ \I -./ './ '" :z ~ LOCATION 150 VER11CAl FS ( 151 TOP OF WALL ABUTMENT DIAPHRAGM 260 BOT OF DIAPH 261 BOT OF DIAPH 262 SIDE BARS 263 BEYOND TOP OF DIAPH 264 lffiUlY BLOCK OUT 265 STlRRUPS 266 VERTiCAl REllARS NEAR GIRDER INTERMEDIATE DIAPHRAGM 270 BOT OF DIAPH 272 SIDE REBARS 273 BEYOND TOP OF DIAPH 274 VERTiCAl TIES 275 STIRRUPS 271 BOT OF DIAPH PEDESTRIAN STRUCTURAL SLAB 300 GRADE BEAI! STIRRUPS 301 BOT OF SLAB 305 DOWEL FOR BARRIER TYPiCAl DECK 201 DECK 202 DECK 200 DECK 203 DECK 208 DECK 209 DECK 210 DECK 213 DECK 214 DECK 215 DECK 219 DECK 204 DECK 205 DECK 206 DECK 207 DECK 217 DECK 212 DECK 216 DECK 211 DECK 200A DECK DECK DECK DECK DECK DECK SIDEWALK SIDEWALK SIDEWALK :: 0; '" c: "" 1; ll.. '" ~ ~ g ~ Lh 2/9/07 REVlSEO OUANTITIES NO DATE ll.. A. ~ ~ E = Bar is to be epoxy coated. ~ V = Bar dimensions vary between dimensions J ~ shown on this line and ths faDowing line. D:o ~ ~~ Vl ~- :z I.&J Q:;:::::IE t;: ::I: ~tn~~8~~ ~ 15~~~~ ~ ~3tng ~ 8 50 T 13 74 T 12 50 T 16 50 T 6050T 6 50 T 32 50 T 80 74 T 6450T 90 50 T 480 50 T 3050T 480 50 T 600 74 T 120 50 T 5683T 5650T 56 69 T 32 50 T 32 50 T 64 74 T 5 1058 52 5 2176 51 5 4 6 6 4 6 6 4 6 4 6 6 6 6 6 6 4 5 1410 89 160 89 80 B9 12 50 80 B9 138 50 80 B9 58 89 12 50 116 89 10 89 58 89 64 50 64 50 64 89 58 89 16 89 100 89 76 51 76 51 5 72 51 12 89 80 89 64 89 58 89 80 89 10 89 941 74 v U FT I IN 1 13 6 10 0 o 10 DIMENSIONS (OUT TO OUT) W X Y FTIIN FTIIN FTIIN o o 5 5 o 8 9 o 7 10 7 10 Z 01 02 FT I IN DEG OEG o o o 11 LENGTH FT IIN 13 6 10 0 2 8 50 6 74259 119 0 12718 92 3 11084 60 0 1081 60 0 3206 60 0 12435 87 3 10483 74 0 2867 50 0 901 113 6 8791 778 0 11684 92 3 8036 60 0 5767 50 0 4806 82 3 7906 82 3 7165 70 0 748 50 6 63 6 20 10 27 4 30 10 37 4 13 7 15 7 72 3 102 3 72 3 92 3 77 3 790 5 5279 6 10 4305 ^'--~ "^ REVISION 6 9 9 48 3 o 5 E V 4 E V 4 13 11 13 11 o V 4 E 48 6 EllS 0 E 90 0 E 60 0 E 58 0 E 60 0 E 85 0 E 72 0 E 50 0 E 109 55 E 751 0 E 90 0 E 60 0 E 50 0 E 80 0 E 80 0 E 68 0 E V 2 48 6 61 6 E V 2 20 3 26 9 E V 2 30 3 36 9 E V 4 13 0 15 0 70 0 100 0 70 0 90 0 75 0 754 6 lAW AODEN 1 BY APPEND 6 9 41 4 o 9 o 5 o 6 5 5 o 2 10 7 1 7 4 1 3 1 3 7 48 13 6 o 2 2 2 o o 3 2 o 3 3 o o o 3 3 3 3 3 5 3 2 0 o 52 o 45 DESIGNED It WOO DRAWN S GRAFF CHECKED. R SIlITH H SCALE FILE DATE 01/2007 DATE' 01/2007 DATE' 01/2007 V SCALE PROJ NAME. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED WEIGHT L8S 6 9 9 48 3 16 5 o 5 5 o 8 3 o 6 9 41 4 12 9 o 1104 5 3019 o 1847 6 1443 3 4907 5 2310 9 7 7 8 13 11 13 11 5 8 1 4 9 1 3 1 3 4 49 13 8 54780 7 29925 1094 1302 12285 6945 8036 9281 63 23 ' 147 308 503 433 78 868 214 361 270 511 260 260 358 5945 1908 2701 ^ '" :z ~ LOCATION VIEWPOINT SLAB 245 VIEWPOINT 246 VIEWPOINT 240 VIEWPOINT 241 VIEWPOINT 242 VIEWPOINT 243 VIEWPOINT 242 VIEWPOINT 247 ADD'L DECK REBAR AT ZONE VIEWPOINT BRACKET 274 VERTiCAl TIES 276 STIRRUPS 277 SlOE REBARS 278 OIAGONAL 279 TOP OF BRACKET '\ ) < < ) <& '\ < < < - - 'V ~ exeltech lacey, WA . StoHI_. WA . Solem. OR -v--~ 32 74 EV 463 8105 E V 2 50 0 30 0 E 0 11 E V 4 10 0 13105 E V 2 30 0 1 0 E V 2 50 0 1 0 30 0 12 0 o 55 o 55 2 0 2 0 o 4.5 o 45 6 89 5 5 92 56 92 54 10 50 24 89 2 2 14 50 122 50 E E 8 50 T 18 74 T 4 60 o 50 o 5.0 5 7.0 3 00 5 0.0 51 80 1 60 6 00 3 0.0 6 0.0 3 00 V 2 5 16 50 T V 4 1 60 o 40 o 40 135 135 7 10 4 80 T 2 56 Exellech Consulhn9. Inc. ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 9B362 PHONE (206) 457-0411 2590 Willomette Or. NE Locey. WA 98516 Phone 360 357 8289 Fox' 360 357 8225 'V LENGTH WEIGHT 6 10 9 6 52 0 30 0 2 4 10 8 14 7 30 0 1 0 52 0 1 0 30 0 12 0 4 6 12 2 6 2 5 7 3 0 7 11 66 7 BENDING DIAGRAMS u LBS < c... ) < c... TYPE 50 TYPE 51 TYPE 52 -1 -1 "') J J - 302 TOP OF SLAB > :t: 303 GRADE BEAI! '" BOT OF SLAB ~ ! 304 TOP OF SLAB ( ~ > " C) I ::: I ( l?j ~ > " ( ~ > ~ ( ~ >- ( ] (~ > ~ - .... ~ J, ~ I ~ ~ 2 .5 201A DECK .!! ~ 201A OECK E .0 ~ 202A DECK c: (> ~ ~ 220 I 221 (> ! 222 2 ~ 223 > - 218 ( :: .g> > .Ii 246 ( ;; 244 , ; S = Bar is included in substructure quan~es. ~ E = Bar is to be epoxy cooled. L = Lump sum quantity. ----;. T = Transversa 'r-- V = Bar dimensions vary between dimensions or S = Seismic \ \ \ _ shown on this line and ths following line. D: c ~ ~ g :I: DIMENSIONS (OUT TO OUT) ~~S ~ tiu~ ~ in ~ D: r5 l!5 3 ~ ~ '" U W X Y Z 01 02 :z "'~ Vlg :z FTIIN FTIIN FTIIN FTIIN FTIIN DEGDEG FT-IIN ~ :~ J ~ ~~w~ u ~ {I] {W3 ~ ~ --y- {~I~1 ] I~I {WJ ~ ~"~ I TYP~ 89 I TYPE 53 175 TYPE 54 < ) r < ) r TYPE 56 < L TYPE 57 TYPE 58 ) ~35' .J I 164 223 TYPE 55 1213 162 663 438 2199 r I u TYPE 59 24 < u NOTE: f-t- ft--ft- ~IB {~3 I u I I u I -rr -t4- --tYt---ft- ~~--=r {JfJ w u --t+Tf ITm#N IADD~hMR: I Z FEET Of' SPIRAL LDlGlH TO ACCOUNT FOR SPUCES TYPE 67 1Bw~ ~ -~ ~2 LD1 I u I I u I #I. !ti~? ~~I u I tcCI. m:ll:32? 135'y ~~35' I { I U TYPE 83 ALL REINFORCING BARS ON THIS SHEET SHALL BE MSHTO 1.1-31 UNLESS SHOWN OTHERWISE. REINFORCING FOR PEDESTRIAN BARRIERS BASE BID NOT SHOWN IN THE BAR LIST. SEE PEDESTRIAN BARRIER SHEET 3 REINFORCING FOR SHAFTS NOT SHOWN IN THE BAR LIST. SEE COLUMN AND SHAFT SHEETS NUMBER AND LENGTH OF BARS TO BE DffiRMINED BY THE CONTRACTOR FROM PLANS. 2 4 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE BAR LIST 2 OF 2 T44 ~2 OF l5~ . GAP IN SPIRAL TO ALLOW PLACEMENT OF X -BEAM REINF o w 0 tJ ;f '" (J") U (J") 6 :3 U U PERMANENT CASING SHORING SEE SHEET V14 on It COLUMN & SHAFTS * F=I -, 9 ~ " llJ ''f I ;,., f=' ~ ~ Z 0 'N W ....... U - :::; '" B; <!ll 0 EL D ..J W 0 ~ ..J W -v ~ ~ (J") <.0 """ B '" j 58[TI #11 40[D#11 ~ I U >- 0- ~ ~ :3~ (J") 'N W <.0 ~ ~~ """ 8~ B ... 0 <!ll ..J W ~ 'I./") I '<.0 CONST JT W / ROUGHENED SURFACE EL C 9 '0 N -v I U N >- ~ 'N S' ~ z 0 '" W @ U ::J L> ..J 0- Z .., (J") in '" 0 .., ~ U W (J") 0 >- <.0 --' Z W W """ ~ z B .., :::; '" W 0- EL B. ELEVA nON OF BOTTOM OF REQUIRED CASING 0- 0 W 0 N 0 ..., >- ... W ! '" lI"> U Z lI"> I 0 :3 f=' ! u u 9 ~ n S' . '" S' ! @ z 9 (J") 0 , ..J W ~ '" .., '" U ~ :::; t (J") 0- (J") ~ <.0 0 """ w [3i C> z .. z " :3 8 ... '" ~ ;;: ~ 1! '-' ~ ~ ]' ~ E ,g ~ C> N N f ~ -g: j 6 3 ! ~ ~ '" . ~ ." I of '" N ..., ~ ~ ./ Q. I U >- ~ W U :::; 0- lI"> 0- :3 '", <!ll (J") ..J .., '" ~ (J") '6 '" o o w '3 W ~ n &, 2 9 07 NO DATE * SEE TERMINUS DETAIL. SHEET V14 12ITJ #11 & 58[I]#11 ] ~ /ELA * ELEVATION DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NDTED DA TE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE l.acty. WA . SooIIII. WA . Solom. OR ~ exeltech ELEVATION 0 REVISION FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED MW ADDEN 1 BY APPEND It COL 4o[]]#ll Cl:C w a: ei [[J#6 SPIRAL SECTION ~ It SHAFT & COLUMN I PERMANENT CASING 9 -0 0 SHAFT 40[TI #11 SECTION C) It SHAFT & COLUMN 9'-0-0 SHAFT [[J #6 SPIRAL Cl:C w a: - -----ei TOTAL 70 [I] & W#ll Cl:C w a: ei 58 o::::J # 11 m#6 SPIRAL A B C 2 5 2500 (LT) 600 (LT) 2400 (RT) 1600 (RT) 6300 (LT) 4400 (LT ) 6200 (RT) 5400 (RT) 7500 (LT) 6600 (LT) 7400 (RT) 6600 (RT) 9 ACESS TUBE FOR CSL TESTING & SECTION ~ Exeuech Consulting. Inc. 2590 Wlllomeue Dr. HE locey, WA 98516 Phone: 360.357.8289 Fox: 360.357.8225 ~ 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 2 AND 5 COLUMN AND SHAFTS V13 \ \:s, OF \S:i . !:I 0 0 g" ;;; ~ ! . t ~ z 0 ~ ~ z ~ ~ :Jl 51 u on ... e; ~ ;;; ~ 5 f E ~ ~ 0 N N ~ ~ 2 '" g: ~ 6: ~ 1 ~ ~ . ~ ." r "t:: ~ ~ N ~ ~ &. !l! 2 9 07 ./ NO DATE n. 'f m '" 'N '9 'r-- 'f or '", N EL A ~ em 2 -9' 8-3' <t GIR A -t- .-' -=fL- //' I- I \ \ , =q .... LW ~ ELEV A &0 B AT PIER 2. CROSSBEAM REBARS REVISION MW AOOEN 1 BY APPEND 14 -6" <t GIR B -t- -""'\ =r..J I- I / / /'fF --_/- 1.::--- LW 45 -6" 4 @ 10';40 -0" me -+'- E~ WJ PLAN 14'-6' 8'-3 rhD I rl;' {-i~:~~t") 1= ,--, " ,// r--- =+= 1 I ---- I -I - - I I --- I I I I I I Y Lp SEE GIRDER SHEET FOR EXTENDED STRANDS 6 SPA @ 6 5/8" ; 3'-3 3/4" (TYP AT GIRDERS) DESIGNED M WOO DRA WN J SANFORD CHECKED S LEE H SCALE AS NOTED DA TE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE \00 I' ~& ~ 14(J[J #11 1 <t GIR E <t GIR B <t GIR C <t GIR 0 ~ <t GIR A EL C" ~OD #4 TIES (TYP) ~ 8 v- "'I- r--. I ---' ""'- - - '-\ , , - - - , - -!- - , r - .?, -""1::::: - ---------..... -- .. L..___ ----::i - c::~ - -;:..= ::1----- ~-- '1\.---.. ,---~ , ~- - a: f=4::l , m+= tm= '" ;1: I- OQJ# '"" , , I I I: : I ! ! lliiBHI ' ,1'1 , , 'q II " ~131 ~r- , , ~ I\:J =- 1'1' , I ' , 'I, , , , , , 6 I: : i' I' : I Hi 1 : : I' , . ----... 12 , T n, : r , --.d :r l' , 1: ' 1 '1 ' ' , , , , , ~', - "- , liEL F EL 0\ C . , , , EL E ___ --. ___ _ J , , r , L______-' L______-' L______-' L______-' ----------- - - -- - - - - -- ------- ----- 110....---- -------- - .. 3 ~E <~ -lOUD 12 ~ I -, 1\~ / I- ~ 1.J l- I :11 / I ,. -1 1/4" J 1 -1 1 4 I (~ )& OD #6 TIES I I I 23 #6 E F - I 2 SPA @ 1'-1 1/4 I 8.3 (TYP AT GIRDERS) 7" [J[] #6 TIES 7' 8 -3" 4 SPA @ l' -1 1 6 5/8" L I ~ \UUIB OIJ #6 STIRR &0 #6 TIE o #6 STIRR & [JD #6 TIE 6 5/8" 9 SPA @ 7 1/2 ; 5-7 TYP BETWEEN GIRDERS FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ELEVATION ~ [xeflech Consulllng, Inc. ~ 2590 Willomette Dr. HE Lacey, WA 98516 Phon.: 360.357.8289 Fox: 360.357.8225 321 EAST 5TH STREET p,O BOX 1150 PORT ANGELES, WA 98362 PHONE' (206) 457-0411 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES exeltech 10.." WA . _.. WA . Salem, OR 2'-9" o 0:: en e' ::;; <( w en , x e' t:> 0:: en e' EL B 6 TIE QIJ #4. TYP #11 TABLE OF ELEVATIONS LOCATION @ <t A B C D PIER 2 ..t 14411 135 50 135,95 13550 PIER 5 14363 14363 14410 135 49 13594 13549 BOTTOM OF GIRDER ELEV. @ it OF BEARING GIRDER 1A 1B 1C 10 1E PIER 2 13579 135 99 13619 135 99 135 79 SPAN 1 GIRDER 2A 2B 2C 20 2E PIER 2 135 81 13601 13621 13601 13581 SPAN 2 GIRDER 4A 48 4C 40 4E PIER 5 13580 136,00 13620 136 00 13580 SPAN 4 GIRDER 5A 58 5C 50 5E PIER 5 135 78 13598 13618 13598 13578 SPAN 5 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 2 AND 5 CROSSBEAM PLAN & ELEVATION V15 l \$ OF \S;~ . SEE DETAIL em #6 BTN GIRDERS (TYP) 00#8 BTN GIRDERS (TYP) II PIER SLAB REINF CD I · * t- it I i-- I 1-0- I I ~ ~#4 TIES @ 1'-0" . . 1 ~ ., ! t ~ ~ :0; I '" ... " w Q: ~ > ~ 5 ~ ~ .E ~ E ~ o N N ~ ~ ~ i: ! { ~ . ~ ~ ~ } o "- "' N ~ o ~ ~ &, 2/9/07 ;;:: NO DATE 10DI] #11 CO NT [][] #6 STIRR N '- ";> <.0 "9 "<.0 OIJ #6 BETWEEN GIRDERS(TYP ) END OF GIRDER 16 0 BLOCKOUT mJ/4 TIES (TYP) 00 #6 TIE CONST JOINT WI ROUGH SURF LEVEL PERPENDICULAR TO CROSS BEAM OAK BLOCK TO REMAIN "<.0 IN PLACE (TYP) ";. QD#6 E F @ EQ SPA WI 2 -0' MIN SPL SECTION @ DESIGNED M WOO DRA WN J SANFORD CHECKED 5 LEE H SCALE />S NOTED DA TE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE ADD REBARS II TOP I< BOT X -BEAM REVISION FILE OJ2BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED MW ADDEND 1 BY APPEND "" w C>: ::::> f- u ::::> C>: f- <n C>: w CL ::::> <n w C>: ::::> f- u ::::> C>: f- <n CI:l ::::> <n CEJi/6 TIE. (TYP) BTN GIR x <( '" "", II: I I III I -~I :--t -"-" ::--" . '-~:- L I..J / " - T T -. ---...., ~ --L- . .--- . tl ..t ~,~. .. X t= - . ,-TIT-,', ,,/ ,-TIT-i e-~:I:--:-WI~~' ~p~;-~~I:- I I I I I. ' I;; I I I I I I BTN GIR I I I I -Y] ~ II GIRDER A II GIRDER B CROSSBEAM CONSTRUCTION SEQUENCE CD CROSS BEAM CD PLACE GIRDER ON BLOCKS CD DIAPHRAGM STAGE 2 CD ROADWAY SLAB @ COMPLETE DIAPHRAGM -0/ ~ ~ exeltech E..lt.ch Consulllng, Inc. 2590 Willamette Dr. HE Lacey, WA 98516 Phone: 360.357.8289 rax: 360.357.8225 ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES V16 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE. (206) 457-0411 I.a<ty, WA . _I" WA . Sol,,", OR 00 #6 TIE TYP AT GIR [ill #6 STIRR TYP 00 #6 STIRR TYP UTI #6 ~ : :1 I II 00#6 TIES @ COL. IN PLACE OF rn=J # 6 STlRR ~1-rT1~nrf~-~~~ ~~~. ..\./( j . . ~ ~\ .... - - - i - - - - - - t + - - - + - t--: .rrr>.... ....T.l.1Um. .1./ ....T.... ,-" "/' 1'-" .....-.--.-...1-1 ...-.-.........--.--.--.---.--.-----.--...... -.- -.-.--.,...-.- ...-.--..-. I I I I ~ ~---+--l I I L_ ___&.........a-A--.&.-_____-L______~ . 26 #6 II GIRDER C & CROSSBEAM II GIRDER D II GIRDER E SECTION (J;J [1IJ #4 TIES --l++A; -i++t*--+- I / / I - ~t-t~1 -1-+- +-~-~I~ I~ APPROX 2 -0' BASED ON VERT BAR SPACING APPROX 2'-0" BASED ON HORIZ BAR SPACING TIE SPACING DETAIL 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 2 & 5 CROSSBEAM DETAILS \ \G OF \~~ . . . '" v I ~ '" i t '" z 0 ~ ~ ~ ~ 5 v ... ~ ~ ~ .:;; ~ ~ ~ j Jl E .g 0 N N ~ ~ .!1 ~ j 6 3 f d; ~ iii c 8- ~ :l' ., a .,:; &. ~ 2 9 07 ..... NO DATE 0. '7' ~ '" N 9 r-- .~ 'r 'N '", EL A ) ~ ~ [llJ 1100 REBARS @ TOP I< BOT X -BEAM REVISION 2'-9" 8'-3 It GIR A 0> -t- ./ -=F--.J /// I- I \ \ I~ " WJ ~ It GIR A -... .....--- ,.----' 1" I' ___J-tttt- 1-rTf '1 : : I' ~::I' EL D-\ \L~~=--;-~- ~ "~ ~ IBEF _/ " I I / I / I 8'-3' L l.tW ADDEN I BY APPEND It GIR 8 r-h I ....- , , \ \ I- I I / --j 111- 1--- 4J fQD#6 \ It GIR 8 , '" --\~- ....._--.. ,..----' \ 'I i i I' ~ 'I' k \ :: \ " \ :: \ :: 45'-6 4 @ 10'=40' -0" 14'-6" It GIR C -r- I - -f- ED PLAN 14'-6" It GIR 0 2'-9" 8 -3" It GIR E r-h -r- L-~I_ tD '~--- SEE GIRDER SHEET fOR EXTENDED STRANDS {f!!!j2~B ::"~I", & It GIR C EL C~ ~L T ,. -1 1/4" W #6 TIES 2 SPA @ 1 -1 1/4' (TYP AT GIRDERS) ]" 6 5/8 'I QD #6 STIRR & [BJ #6 TIE 6 SPA @ 6 5/8" = J-3 3/4' (TYP AT GIRDERS) DESIGNED M WOO DRA WN J SANFORD CHECKED S LEE H SCALE AS NOTED DA TE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ELEVATION It GIR 0 r- QIJ #4 TIES (TYP) t-J- , r-- 1/ - ~- -~ llimftI7 , I , , , , , I...______..J 1 -, 1 4 []Du6 TIES 4 SPA @ 1'-1 1 7' \' \ :: ~~ II~: STlRR & QIJ #6 TIE l65/8" \9 SPA @ 7 1/Z" = 5-7 (TYP BETWEEN GIRDERS) ~ E.eltech Consulllng, Inc. 2590 Wlllamette Or. HE Lacey, WA 98516 Phono: 360.357.8289 Fa.: 360.357.8225 exeltech Locoy, WA . _. WA . ScIIem. OR -t- I I / / / i=1= 1---- It GIR E C> '" en e' ::; <l: w en , x e' C> '" en e' --- ~ 0/ \ ---, ~ C:: ~ - -:.=: :r--_P-- jEL F -- -- - --~ --" QiJ I" i /" -......./ 1.. (~D& ex " , I -----JI:: II 'I'i : :1 " I' , , , 'I' , 1" r ... , L______J I I I I 8'-3" ~ EL B I-- [][]JI6 TIE i"-- [!D#4, TYP ~ jlZ , PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA, 98362 PHONE. (206) 457-0411 TABLE OF' ELEVATIONS LOCATION @ <t A B C D E PIER 3 14426 14426 14473 13611 13657 13611 PIER 4 14419 14419 14466 13604 13650 13604 BOTTOM OF' GIRDER ELEV @ <t OF BEARING GIRDER 2A Z8 2C 2D ZE PIER 3 13641 136,61 13681 13661 SPAN 2 13641 GIRDER 3A 38 3C 3D 3E PIER 3 13643 13663 13683 136 63 SPAN 3 136 43 GIRDER 3A 38 3C 3D 3E PIER 4 136,36 13656 13676 13656 SPAN 3 13636 GIRDER 4A 4B 4C 4D 4E PIER 4 13634 13654 13674 13654 SPAN 4 13634 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 3 AND 4 CROSS BEAM PLAN & ELEVATION V19 \ \q OF \.s~ . . . It PIER i SEE DETAIL SLAB REINF . . 1 . 1 ----1 [lD #6 BETWEEN GIRDERS (TYP) []I] #6 BTN GIRDERS (TYP) I 1 -1-- * i L:r ' T u I. I CONST JOINT W / ROUGH SURF LEVEL PERPENDICULAR TO CROSS BEAM . END OF GIRDER 16"0 BLOCK OUT [11]#4 TIES (TYP) [ill #6 TIE CD [liJ #8 BTN GIRDERS (TYP) ~ ffi] #4 TIES @ "-0" ! '" OAK BLOCK TO REMAIN IN PLACE (TYP) :! o n N o t '" ~ '" ~ 5 .. ... ..., ffi a: S; .;;; 5 E' i Jj E ,g 10 []I] #11 CONT QD #6 STlRR 'N '- ";' '<0 '9 '<0 ~ o N N ~ i ~ -& j '6 ~ i " a; 8 SECTION @ ~ Vi ~ '" DATE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE DESIGNED M WOO DRA WN J SANfORD CHECKED 5 LEE H SCALE AS NOTED il 0; ; ;l! '" N ..., o .:; ~ &, 2 9 07 c( NO DATE [li]#6 TIE. (TYP) BTN GIR QIJ #6 STlRR TYP [ill #6 STlRR TYP [Z?J #6 TIE TYP AT GIR w <>:: => I- U => <>:: I- (f) <>:: w CL => (f) I I : n/'--rr 0[] #6 TIES III I II []D #6 :: I @ COL IN PLACE OF I I I I I m:J #6 STIRR ! ki-;h ;;~. '-'<~ , -;~:- I . ____~__;~__O-A-~~~~__~ -LlTnlID' ___L--L~_ 0-__0-. ~-.:tfk.-.J.._.__/(____.____.'...-.t+'-... . . . . . ~-;:i.... . . . . . ...//. . . '., . I ' I I 'I. I I, \ I I I \ .-J---'\- - - ~-I- - - - - -r - - - - - - t -; -- - - --T- -i-. LI. . m ',,--- -.---. ~I..-.-t. ~ -.--.......-r> .... . . . . T .11.' lJll.ll./.... T . . . : . I-TIT-I " - ,/ I-TIT-I r-T1 './. l.-wl--II :-i--'I--' .'.-. . r -;-.......-1:11 II 1-7----.-. . . .....T: ............--.-.--.-.--.--.---.----.-...... ' -.-.-~ I I I 00 #8 TYP I I I I I : I I I . . I I I I I I I I I BTN GIR I I I I I II ~ ~ ~ It GIRDER B X 4: :::;; v """ "'~ "-'co a: <=>' It GIRDER C & CROSS BEAM It GIRDER A It GIRDER D It GIRDER E SECTION (J;) V19 w <>:: => I- U => <>:: I- (f) en => (f) CROSSBEAM CONSTRUCTION SEQUENCE DlJ #4 TIES APPROX 2'-0" BASED ON HORIZ BAR SPACING CD CROSSBEAM CD PLACE GIRDER ON BLOCKS CD DIAPHRAGM STAGE 2 (!) ROADWAY SLAB l2) COMPLETE DIAPHRAGM TIE SPACING DETAIL Exeltech Consulllng, Inc. ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 3 & 4 CROSSBEAM DETAILS I$~ V20 ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES \'"20 2590 Willomelte Dr. HE Locey, WA 98516 Phone: 360.357.8289 rox: 360.357.8225 MW AooEN 1 BY APPEND FILE oJ2BXXXX dwg PRDJ NAME ALL DIMENSIONS ARE IN rEET UNLESS OTHERWISE NOTED exeltech ADO REBARS II TOP I< BOT X-BEAM REVISION LaCfJ. WA . SeattI.. WA . Solem, OR 321 EAST 5TH STREET P.O BOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 OF . .; j . ! ro .-: ~ t N '" ~ ~ W C> ~ i3 '" ..., ro ~ '" > ~ 5 li' g f Jl E ,g ~ C> N N 0 f ~ "i j 6 5 ! ~ '" ~ ro . ~ -.; I 0 0.. ro N ..., i ...- 0.. TOP OF GIRDER 4" (MIN) 2" (TYP) ALL HARPED STRANDS IN EXCESS OF 12 SHALL BE PLACED IN THIS BUNDLE ~ GIRDER 2" ~- ~~ IS) _II t<lC\! I 00 00 00 010 0@ CG TOTAL HARPED STRANDS ODD STRAND (MAYBE ADJUST TO EITHER SIDE OF WEB) STRAND PATTERN AT tt SPAN 11 STRAND PATTERN A T GIRDER END HARPED STRAND WCATION SEQUENCE SHALL BE AS SHOWN (1), (2) ETC GIRDER SWPE 1/2" EXPANDED POLYSTYRENE FOR SKEWS GREATER THi'N ISo 3/4" CHAMFER ON FLANGE FOR SKEWS GREi'TER THAN 150 1/2" EXPANDED POLYSTYRENE FOR SKEWS GREATER THAN 1So 3/4" CHi'MFER ON WEB FOR SKEWS GREi'TER THAN ISo ELEVATION PLAN - BEARING RECESS AND BOTTOM FLANGE SPALL PROTECTION DETAIL DES! GNED ~ WOO DRAWN L BOROS CHECKED S LEE H SCALE AS NOTED DA TE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE 2/9/07 GIRDER SCHEDULE, PlAN-BEARING RECESS OETAlL NO DATE REVISION ~w ADOEN 1 BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED I GIRDER C,G, TOTAL HARPED STRANDS ON S"';;,~gNlNG - 90" J; BEARING SAWTOOTH DETAILS END OF p.s GIRDER PI 7 SPA@2" = 1'-2" 7 SPA@2" = 1'-2" PLAN LENGTH AWNG GIRDER GRADE 5" END! END 2 Si'WTEETH i'RE FULL WIDTH - USE SAWTOOTH KEYS FROM BOTTOM OF BOTTOM FLANGE TO BOTTOM OF WWEST HARPED STRi'ND AS WELL AS TOP FLANGE i'DJACENT TO HARPED STRANDS AS SHOWN IN VIEW B W83G GIRDER DEUILS 1 OF 3 STRAIGHT STRAND LOCATION SEQUENCE SHA & lL BE AS SHOWN (V, (2) ETC, ~ _ ~ ,~, ,~~.~ GIRDER SCHEDULE ,~,~ ~ ~,.~~~ .~~,~, ~ ~ DIMENSION "K AT t BEARINGS = 12 1/4" BASED ON GIRDER DEflECTION = "D" AT TIME OF SLAB PLACEMENT (120 DAYS) ) MIN CONC HARPED STRAIGHT TEMPORARY WC,~ TlON OF COMPR, STRENGTH C G STRANDS ) w } (IN) \'? \'? '" "- PLAN <e <: w >- L Pz co? "'"" "'"" :s~ :z " I-- I-- e e P, LENGTH ~m' JACKING Ji'CKING JACKING ~~ o:z .:: '" ~ '" I 2 (ALOnG GIRPER -->:0:- NO OF FORCE NO OF FORCE NO OF FORCE '" ~'=:.. <s " <e<!) <!) :z Sl GRNT) :z"" w"" STRANDS STRANDS STRANDS III III ( w w u:~ ->'" (KIPS) (KIPS) (KIPS) ) ~~ Ft Fb Fo " " (FT) DEG DEG (IN) (IN) 1lIu.. E 1lI"- 1 ALL B D 30 90 90 12 9 IS1'-0" 8.8 7.5 17 747 42 1845 6 264 372 388 30 11.5 324 463 516 12 ( 2 ALL D D 30 90 90 9 9 151'-0" 90 78 17 747 44 1933 6 264 391 388 30 11.5 357 4.80 5.33 9 ) 3 ALL D D 30 90 90 9 9 151'-0" 88 7.5 17 747 42 1845 6 264 372 388 30 11.5 324 463 516 9 4 ALL D D 30 90 90 9 9 134'-0" 8.5 7.5 12 527 42 1845 6 264 372 30 30 90 203 389 4.35 9 ) 5 ALL D B 30 90 90 9 12 151'-0" 88 7.5 17 747 42 1845 6 264 372 388 30 11.5 324 463 516 12 ~ '---""~'---/. "---'" --./~'---/"--/~'----/"---' '---/ ~ '---/'~' '--_/'-...~' ~' -.......J LEVEL ,\\ \ \ \JU1\lUL\l__ 6~1iTIf\\TImm ffi o a: <3 ....- & II II a: .... o a: i5 ~ 10'-0" SPLA Y[@l [QZJ & [@]BARS TRANSVERSE REINFORCING SKEWED ENDS II II 1/2" EXPANDED POLYSTYRENE FOR SKEWS EQUAL OR LESS THAN 150 ONLY TRANSVERSE REINF SHOWN [xenech Consulting, Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE W83G GIRDER DEI AILS 2 OF ~ ~ 2590 Wlllamette Dr. NE lacey. WA 98516 Phone: 360.357.8289 fox: 360.357.8225 exeltec:h 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 I.ocoy, W4 . _I.. W4 . Salim. OR V25 3 17S OF \52. It VIEWPOINT 6 -6' SIDEWALK o '0 FOR SLAB TOP REINF SEE SHEET V27 FOR SLAB TOP REINF SEE SHEET V2B 10'-0" 15' 0' 15'-0' 10' ~ ~ [EQJW#s @B", rt \.. VIEWPOINT lliI]':Y#S @B' V SY 22 EO SPA (TYP) ..- [N] #5 sy (SYMM ABOUT VIEW PT) I 1/1/1 [ill] #5 ~ ~ -::::;:;;::: --=:::: I ~ , I ~1 I -- Tn::::::-- r FOR S --- SEE S 1 III111 I L ----.::::::::: <( -- il 1IIII1 I I V'~ -- j\ N II ~ "V'~ I , CY " (3 I '- r--- 1 /" t-l-I-J..I.+ II > , > = I I I \ = I (l) I N ..... I .... CY 'I / L') 1 '--- ~- I- - - :; -~ - I--- - -- t---- - FOR SLAB TOP REINF 7 ~SIDEWALK CURB LINE /1 - SEE SHEET V27 !mJW# '" ~ 247 6-60 SPA @ B' = 40-0 THICKEN SLAB TO TOP OF GIRDERS BETWEEN EXT GIRDER AND 1 ST INT GIRDER FOR ,~ 40' -0 CENTERED ABOUT It VIEWPOINT ~ ~ ~ ~ .A ~ ~ A..A. A. -'^. .A. -'^. ~ ~ ~ ~ .A ~ ~~;" ~ ~ W#4 @ 1 -6' MAX I ~ W/ 2'-0" MIN SPLICE [ill:]V#4 @ 1 -6" I~~IC- ~ - - ~ - - ~ __ . /"I~ .. . ~ III III I i I EDGER, TYP . <D i.o LAB TOP REINF HEET V2B N '-. .... .... 4'-4 1/2" SECTION C) 6'-6 SIDEWALK TO 9'-1 1/2 VIEW PT ~ . I t ..J ~ i '" '" z '" VIEW POINT SLAB PLAN SIDEWALK REBAR #4'S NOT SHOWN FOR CLARITY I Ilill't',. . f-" Ik -.:--~-.- [21['\V#4 @ l' -6" MAX ~- 'Ii f 9'- 1 1/2' VIEWPOINT TO 13'-0" VIEWPOINT w ~ #5 @1 -0" MAX - 13 EO SPA ~ ~ ~ ~ ~ j . ! ~ N ..., .i ~ ~ ...- NO DATE 0- 4'-4 1/2" TO 7'-0' ~ ~ z ~ 15 Sf 5:i f . [ill] ~S THICKENED SLAB, SEE VIEWPOINT SLAB PLAN SECTION C) FOR BRACKET, SEE SHEET V34 1---FOR DIAPHRAGM, SEE SHEET V34 SECTION (;) ~ Exellech Consulting, Inc. 2590 Willamelle Or. HE Lacey, WA 98516 Phone' 360.357.8289 Fax: 360.357.8225 ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE IEWPOINT SLAB AND SIDEWALK DET AI V31 DESIGNED M WOO DRAWN J SANFORO CHECKED S LEE H SCALE AS NOTED DA TE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE .321 EAST 5TH STREET P.O BOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 \'1l OF \S~ MW AOOEN 1 FILE D328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED . Ie . '" --' <( ;;: w o (J) el 25'-0' ''( ;..-, ---lOJ rcJ - e:dJ _ [Q] - ''( '" 25'-0" SEE BOLLARD DETAIL THIS SHEET ~ SIDEWALK CURB LINE BOLLARD LAYOUT AT VIEWPOINT SLAB 1B" PLAN 1"0 HOLE V N -! 'Ii f ! t '" ~ ~ '" w 0: ~ ~ ~ ~ 'i 5 7/8"0 x 1'-5" ASTM A 325 ANCHOR BOLTS WITH LOCKING NUT AND WASHER GALVANIZED PER ASTM A 123 ELEVATION DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED o ~ '" N ~1i':: ~ 2/9/07 DElETE PlAN VIEW & SECmN A & ADD IIOlL\RD LAYOUT & DETAIlS MW ;: NO DA TE REV] SIDN BY ~ "5 f i --;; ~ j 'i j b 5 I ~ ~ r -..,. ---- u;> N INSTALL BOLLARD VERTICALLY PLACE GROUT TO THIS LEVEL USING GROUTING TUBES FROM UNDER THE BASE CAST IRON NAUTICAL BOLLARD STANDARD COLOR RAL 7037 MANUFACTURED BY CANTERBURY INTERNATIONAL LOS ANGELES, CA OR APPROVED EQUAL TOP OF SIDEWALK (1 % SLOPE) LEVELING NUT AND WASHER GALVANIZED PER ASTM A 123 3"0 x 1/2 PLATE WASHER WITH STANDARD HOLE ASTM A35 GALVANIZED PER ASTM A 123 BOLLARD DETAIL DA TE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE ADOEN 1 APPEND FILE D32BXXXX dwg PRDJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~ Exeltech Consultin9, Inc. ~ 2590 Willome<<e Dr HE Locey, WA 98516 Phone: 360.357.8289 Fox: 360.357.8225 exeltech loCI)'. WI.. . Stottl.. WA . Salem, OR PUBLIC WORKS OEPARTMENT CITY or PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE' (206) 457-0411 END OF PC GIRDER FACE OF DIAPHRAGM 3" MIN OAK BLOCK PLACED PARALLEL TO FACE OF CROSSBEAM, FULL WIDTH OF BOTTOM FLANGE PIER & CONSTRUCTION JOINT WI ROUGHENED SURFACE ,& i PIER TOP OF RDWY SLAB VARIES --[ TOP OF pc. GIRDER :2: Cl , <Jj -<::2: , W ::>; CS . . . END OF PC GIRDER FACE OF DIAPHRAGM 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE INTERMEDIATE PIER DIAPHRAGM V33 \~3 OF \S;~ . . . - -- - -- ............~...---.... - - ...--... ...--.. ~ ------ ...--... .----... ~ ~ - .----... S = Bar is included in (& :; = .Ilar 18 mc~ In substructure quantities'5\ E = Bar is to be epoxy cooled. subslruclure quantilies.~ E = Bar is to be epoxy coated. BENDING DIAGRAMS L = Lump sum quontity. ~ L = Lump sum quantity. ~ T = Transverse , V = Bar dimensions YOry between dimensions T = TranSY8l1le ;- V = Bar dimensions YOry between dimsnsions or S = Seismic shown on this fine and the following line. or S = Seismic shown on this line and the following fine. ;> ... '" '" ~~!Q ... '" '" ~ :J: DIMENSIONS (OUT TO OUT) I u 'I f-t-- --t4- f-t- 0 :I: DIMENSIONS (OUT TO OUT) IwrIGKT ) 0 "'0 ~!;i iil~ "" 0:0 ~ !;i iil ~ :z ~ ~S of3 ~ LENGTH WEIGKT ~ ~~ LENGTH "" ~~ TYPE 50 {B "" lOCATION ~ :5 ~ ~~~ U W X Y Z 01 02 ~ lOCATION in ~ IX ~ ~ ~~ U W X Y Z 01 Q2 {~ ~ "'=> 0 :z 0 z ~ ~ 3 :z FT IIN FT IIN lBS ) ~ ~3 "'g z FT IIN FT IIN FT IIN FT IIN FT -r IN DEG DEG FT IIN UBS ..J fu FT I IN FT IIN FT IIN DEG DEG FT IIN TYPE 51 PIER 2 COLUMN LT 113 EO STOPER 4 12 50 T S 6 50 6 5 51 5 LT lONGITUDINAL 11 40 89 S 70 60 6 50 76 11 16347 ) 114 EO STOPER 4 56 73 T S 1100 2 40 2 40 7 1 264 c... TYPE 52 ..J 6 LT SPIRAL 6 1 67 S 5 9.0 35 00 0 3.5 0 8.0 75 00 2163 5 3249 115 BACKWAll TIES 4 196 58 T S 2 1.0 2 9 359 J ~ I u I 7 LT SPIRAL 6 1 67 S 5 90 35 60 0 45 0 80 75 00 1706 10 2563 ) 116 TOP OF BACKWAll 4 49 74 T S 1 3.0 2 0.0 2 00 5 1 166 c... TYPE 53 J PIER 2 COLUMN RT 117 STEMWAll BLOCKOUT 4 16 50 T S 3 70 3 7 38 -f-t- -tl+- -+4- --ft- 5 RT lONGITUDINAL 11 40 89 S 71 60 6 50 77 11 113 EQ STOPER 4 6 50 T S 2 40 2 4 9 TYPE 54 J 165601) {~[j ~IJ[I 6 RT SPIRAL 6 1 67 S 5 9.0 35 00 0 35 0 8.0 75 00 2163 5 3249 PIER 6 (ABUTMENT 6) r TYPE 55 7 RT SPIRAL 6 1 67 S 5 9.0 36 6.0 0 45 0 80 75 00 1754 11 2636 100 BOT OF FOOTING 8 76 50 S 13 60 13 6 2739 I PIER 3 COLUMN 456921) 101 BOT OF FOOTING 6 14 50 S 50 30 50 3 1057 r TYPE 56 1 (> 55 COLUMN IT &: RT 11 80 89 S 101 10 6 50 107 6 102 TOP OF FOOTING 6 51 50 S 13 60 13 6 1034 56 COLUMN SPIRAL 6 2 67 S 5 9.0 44 00 0 3.5 0 80 75 0.0 2719 9 8169 103 TOP OF FOOTING 6 9 50 T S 50 3.0 50 3 679 L TYPE 57 ~35. W ~ 57 COLUMN SPIRAL 6 2 67 S 5 90 57 10 0 4.5 0 80 75 0.0 2744 7 8244 104 STEM WAll 6 49 54 T S 8 50 9 3 682 TYPE 58 --1+ I I PIER 4 COLUMN 105 STEM WAll 7 49 54 T S 8 50 9 5 942 r ..J 55 COLUMN LT &: RT 11 80 89 S 98 0.0 6 50 104 5 44383 106 BACKWAll 7 49 50 T S 10 10 10 1 1010 TYPE 59 Gt~ 56 COLUMN SPIRAL 6 2 67 S 5 90 44 00 0 35 0 80 75 00 2719 9 8169 107 BACKWAll 5 49 50 T S 11 1.0 11 1 566 I I 57 COLUMN SPIRAL 6 2 67 S 5 9.0 54 0.0 0 4.5 0 80 75 00 2596 4 7799 108 STEM WAll 6 7 50 T S 48 5.0 48 5 509 U PIER 5 COLUMN LT 109 STEM WAll 6 7 50 T S 48 50 48 5 509 ~ 5 LT LONGITUDINAL 11 40 89 S 79 6.0 6 50 85 11 18260 110 STEM WAll &: BACKWAll 5 21 50 T S 48 50 48 5 1060 U W I 6 IT SPIRAL 6 1 67 S 5 9.0 35 00 0 35 0 8.0 75 00 2163 5 3249 111 STEM TIES 6 49 58 T S 5 4.0 6 10 502 ~ ADD Y Fl EVERY ( 7 LT SPIRAL 6 1 67 S 5 90 44 60 0 45 0 80 75 00 2139 7 3213 112 STEM WAll TIES 4 98 58 T S 5 40 5 12 392 '\ -w- I FEET or SPIRAL LENGlH PIER 5 COLUMN RT 113 EQ STOPER 4 12 50 T S 6 5.0 6 5 51 10 ACCOUNT FOR SPUCES 5 RT LONGITUDINAL 11 40 89 S 79 6.0 6 5.0 85 11 18260 1< 114 EO STOPER 4 56 73 T S 1100 2 40 2 40 7 1 264 ~I X TYPE 67 6 RT SPIRAL 6 1 67 S 5 9.0 35 0.0 0 3.5 0 8.0 75 0.0 2163 5 3249 115 BACKWAll TIES 4 196 58 T S 2 10 2 9 359 TYPE 66 ~ 11w~ 7 RT SPIRAL 6 1 67 S 5 90 44 60 0 45 0 80 75 00 2139 7 3213 116 TOP OF BACKWAll 4 49 74 T S 1 30 2 00 2 00 5 1 166 "--/ ~ PIER 2 &: 5 CROSSBEAM 117 STEMWAll BLOCKOUT 4 16 50 T S 3 70 3 7 38 20 CROSSBEAM BOT 11 40 50 S 44 20 44 2 9387 113 EQ STOPER 4 6 50 T S 2 4.0 2 4 9 U ~ 21 CROSSBEAM TOP 11 20 56 S 45 20 48 6 5151 PIER 1 &: 6 WINGWAllS (3 EA.) U 22 STIRRUPS 6 228 72 T S 4 6.0 6 2.0 6 20 17 10 6096 160 HORIZONTAl 6 45 80 T S V 1 13 00 1 00 0 30 105 13 11 23 SIDE BARS 6 20 50 T 45 0.0 45 0 13521~ 8 00 1 0.0 0 30 105 8 11 771 II] {W3 24 CROSS BEAM TOP TIE 6 150 58 T 6 90 8 3 1856 161 HORIZONTAl 5 24 80 T S V 1 13 00 1 00 0 30 105 13 11 W -~ 25 DIAPHRAGM 6 130 73 T S 3 8.0 13 60 13 60 31 8 617711 8 DO 1 00 0 30 105 8 11 286 - 26 162 DIAPHRAGM 6 28 50 T 46 6.0 46 6 1955 VERTICAl 5 24 50 T S V 1 8 60 8 6 ~- 27 DIAPHRAGM TIE 4 120 58 T 6 9.0 4 60 4 6 163 ~' ~ 7 5 594 oS 28 DIAPHRAGM TOP 11 28 50 T 48 00 48 0 71411<) 163 VERTICAl 4 24 50 T S V 1 8 60 8 6 I 29 CROSSBEAM TIES 0 COL 6 64 74 T S 6 20 2 60 2 6.0 10 10 1043 4 60 4 6 104 ~ ~ ~ TYPE 73 X 30 END OF CROSSBEAM TIE 6 28 56 T S 14 00 15 8 6601< 164 TOP OF WINGWAll 8 6 80 T S 13 0.0 1 0.0 o 40 105 13 10 222 - 31 END OF CROSSBEAM TEMP STEEL 4 56 56 T S 6 80 7 3 271 I 165 TOP OF WINGWAll 4 33 74 T S 0100 1 00 1 00 2 8 59 ,,- 32 DIAPHRAGM TORSIONAL STEEL 8 176 58 T S 13 60 15 6 72731< 166 VERTICAl 6 12 50 T S 16 00 16 0 288 y- I u I ( 0 .J, 33 DIAPHRAGM SIDE BAR 6 60 50 T 9 50 9 5 849 ) 167 VERTICAl 4 12 50 T S 16 00 16 0 128 { ~~I] > i 34 BOT OF DIA. TIES 4 88 58 1 3100 4 6 168 BOT OF WlNGWAll 6 6 50 T S 11 60 11 6 104 I U I ~ PIER 3 &: 4 CROSSBEAM 2641< 169 HORIZONTAl 6 18 50 T S 5 00 5 0 135 I ~ 70 CROSSBEAM BOT 11 40 50 S 44 20 44 2 9387 ) 170 HORIZONTAl 5 18 50 T S 5 0.0 5 0 94 ~ ift~7 " 71 CROSSBEAM TOP 11 20 56 S 45 2.0 48 6 51511< 18'-0" CURTAIN WAllS (1 EA.) .... I~I ~ 72 STIRRUPS 6 228 72 T S 4 6.0 6 20 6 20 17 10 6096 ) 131 BOT OF WAll 8 2 50 T S 20 00 20 0 107 ~ 73 SIDE BARS 6 20 50 1 45 00 45 0 13521< 132 TOP OF WAll 8 2 54 T S 22 0.0 23 2 123 ~ ~ 74 CROSS BEAM TOP TIE 6 150 58 T 6 90 8 3 1856 ) 133 LOWER HORIZONTAl 6 5 54 T S 20 00 20 10 157 {WJ [;1 u I 75 DIAPHRAGM 6 130 73 1 S 3 8.0 13 60 13 6.0 31 8 134 UPPER WAll 6 11 54 T S V 1 19 00 19 10 ~ 6177 'c0 A? ~ 76 DIAPHRAGM 6 28 50 1 46 6.0 46 6 1955 ) 4 00 4 10 204 .go 77 DIAPHRAGM TIE 4 120 58 T 6 90 7 5 594 135 LOWER HORIZONTAl 4 3 54 T S 18 00 18 4 37 ~ 78 DIAPHRAGM TOP 11 28 50 T 48 00 71411< 136 .mE.JlL -\: ~ 48 0 UPPER HORIZONTAL 4 8 54 T S V 1 18 00 18 4 ~y ~ 79 CROSSBEAM TIES 0 COL 6 64 74 1 S 6 20 2 6.0 2 60 10 10 1043 ) 4 00 4 4 60 ! 80 END OF CROSSBEAM TIE 6 28 56 T S 14 00 15 8 6601< 137 VERTICAl NS 5 10 50 T S V 1 7 00 7 0 ~ ( & 81 END OF CROSSBEAM TEMP STEEL 4 56 56 1 S 6 8.0 7 3 271 ) 2 9.0 2 9 51 { Y,.< ~35. ~ 82 DIAPHRAGM 10RSIONAL STEEL 8 176 58 1 S 13 60 IS 6 72731< 138 VERTICAl FS 4 10 50 T S V 1 7 00 7 0 ;!!. B3 DIAPHRAGM SIDE BAR 6 60 50 T 9 50 9 5 2 90 2 9 33 ~;~ 849 ) ~ 84 BOT OF DIA. TIES 4 88 58 T 3100 4 6 264 139 VERTICAl NS 6 8 50 T S V I 14 60 14 6 .s ~ PIER 1 (ABUTMENT 1) 1< 10 60 10 6 150 I TYP~ B9 ' I I I ! u 100 BOl OF FOOTING 8 76 50 S 13 60 13 6 2739 ) 140 VERTICAl FS 4 8 50 T S V I 14 60 14 6 5, 101 BOT OF FOOTING 6 14 50 S 50 30 10 60 10 6 67 TYPE 83 'll 50 3 10571< -Il 102 TOP OF FOOliNG 6 51 50 S 13 6.0 13 6 1034 ) 151 lOP OF WAlL 4 18 74 T S 010.0 1 00 1 00 2 8 32 I 103 TOP OF FOOTING 6 9 50 1 S 50 3.0 50 12'-0" CURTAIN WAll (3 EA) NOTE: .. 3 679 ~ 104 STEM WAll 6 49 54 1 141 g S 8 5.0 9 3 682 ) BOT OF WAll 8 6 50 T S 14 0.0 14 0 224 105 STEM WAll 7 49 54 1 S 8 5.0 9 5 942 142 TOP OF WAll 8 6 54 T S 15 0.0 16 2 258 1. ALL REINFORCING BARS ON THIS SHEET SHALL BE MSHTO ~ 106 BACKWAlL 7 49 50 T S 10 10 10 I 1010 143 LOWER HORIZONTAl 6 18 54 T S 14 00 14 10 401 M-31 UNLESS SHOWN OTHERWISE ~ 107 BACKWAll 5 49 50 1 S 11 10 11 566 ) 144 UPPER WAll 6 24 54 T S V 3 12 0.0 12 10 2. REINFORCING FOR PEDESTRIAN BARRIERS BASE BID NOT SHOWN IN THE BAR UST, .go I ~ 108 STEM WAll 6 7 50 T S 48 5.0 48 5 5091< 3 6.0 4 4 310 SEE PEDESTRIAN BARRIER SHEET ( ';; 109 STEM WAll 6 7 50 1 S 48 50 48 5 509 ) 145 LOWER HORIZONTAl 4 9 54 T S 14 00 14 4 86 3. REINFORCING FOR SHAFTS NOT SHOWN IN THE BAR UST. ( ~ 110 STEM WAll &: BACKWAlL 5 21 50 1 S 48 50 48 5 1060 146 UPPER HORIZONTAl 4 21 54 T S V 3 II 00 II 4 SEE COLUMN AND SHAFT SHEETS '" 111 STEM TIES 6 49 58 T S 5 40 :5 6 10 502 ') 3 60 3 10 106 4 NUMBER AND LENGTH OF BARS TO BE DETERMINED BY ., 112 STEM WAll TIES 4 144 58 1 S 5 40 5 12 576 147 VERTICAl NS 5 12 50 T S V 3 5 00 5 0 THE CONTRACTOR FROM PLANS. '& DESIGNED M. WOO DATE' 01/2007 c 8TH STREET BRIDGE REPLACEMENTS -.: ~ ~ V43 ~ DRAWN S. GRAFF DATE' 01{2007 DATE 01/2007 hel18ch Consultln9. Inc PUBLIC WORKS DEPARTMENT CHECKED' R. SMITH CITY OF PORT ANGELES ., 2590 Willomette Dr NE VALLEY CREEK BRIDGE \4"3 a H SCALE V SCALE I t e h locey, WA 98516 ~ e X e C 321 EAST 5TH STREET POBOX 1150 FILE PROJ NAME' Phone: 360.357 8289 PORT ANGELES, WA 98362 PHONE (206) 457-0411 OF .11 2/9/07 REVISED QUANTlTIES MW AOOEN 1 All DIMENSIONS ARE IN FEET LocIY. WI" . Seattle, WA . Salim, OR Fax' 360357.8225 BAR LIST 1 OF 2 \~ a: NO DATE REVISION 8Y APPEND UNLESS OTHERWISE NOTED . . . .~.--- -~y-- -~~ S = Bar is included in \ substructure qua~es. E = Bar is to be spoxy coaled. L = Lump sum quantity. ~' T = TronBYeI1lll r-- V = Bar dimensions WilY between dimensions '\ or S = Seismic \ \ J J shown on this Une and the following Une. ~ ~ ~ ~ :I: DIMENSIONS (OUT TO OUT) < ~~~ ~~~~u~~ ~~ W~ffi ) Vi ~ '" 0 gs 0.. CD ~ !ij: U W X Y Z 01 02 z z 2~O> d < ilj~3 fu Z fTIIN fTIIN fTIIN fTIIN fTIIN OEGOEG fTIIN LBS ::; = .llor IS InCIUa!!!! In substructure quantities. -, \ E = Bar is to be epoxy coaled. L = Lump sum quantity. ----. T = T ronayers.e 'r-- V = Bar dimensio.ns ,vary betwesn dim~nsions or S = SeISmIC \ \ \ ~ . shown on thIS line and the follOWing Une. o Z ~ LOCATION 148 VERTICAL FS 149 VERTICAL NS 150 VERTICAL FS 151 TOP OF WALL ABlJ1l,4ENT DIAPHRAGM 260 BOT OF OIAPH 261 BOT OF DIAPH 262 SIDE BARS 263 BEYOND TOP OF OIAPH 264 UTIUTY BLOCK OUT 265 STIRRUPS 266 VERTICAL REBARS NEAR GIRDER INTERMEDIATE DIAPHRAGM 270 BOT OF DIAPH 7 272 SIDE REBARS 4 273 BEYOND TOP OF OIAPH 6 274 VERTICAL TIES 4 275 STIRRUPS 4 271 BOT OF DIAPH 7 PEDESTRIAN STRUCTURAL SLAB (4 fA 300 GRADE BfAM STIRRUPS 4 - 301 BOT OF SLAB 4 ( ( or > ~ ( il I '" ..,: 302 TOP OF SLAB 303 GRADE BfAM & BOT OF SLAB 304 TOP OF SLAB ( > ( " 'i' 305 DOWEL FOR BARRIER ~ TYPICAL DECK ~ 201 DECK f 202 DECK ~ 20ZA DECK 0: O'i I ! il li ~ 200 DECK 203 OECK 208 DECK 209 OECK ~ 210 DECK ! 213 DECK ~ 214 DECK !;: 215 DECK .J, 219 DECK ~ 204 DECK I 205 DECK ~ 206 DECK ~ 207 DECK 2 217 DECK ~ 212 DECK :!! 216 DECK ~ 211 DECK .Q .5. 200A DECK 6- ~ 201A DECK "t> I ~ 201A DECK 8" ~ 220 DECK ~ 221 DECK .go 222 DECK ;!i 223 DECK ;; 218 DECK ~ '" SIDEWALK ~ 246 SIDEWALK 244 SIDEWALK ~ A. A. ~ - 4 4 . - ~ '0( 15 0.. '" ~ ;> ::l ~ /1i 2/9/07 REVISED OUANTITIES NO DATE REVISION 0.. "'0 ~ ~~ ~ =>- :z: ~ ~ 0'" Z 0 '" '" CD F' 12 50 T 24 50 T 24 50 T 4 39 74 T 7 7 4 6 4 4 4 12 50 T 16 50 T 80 50 T 6 50 T 3250T 80 74 T 6450T 90 50 T 480 50 T 3050T 480 50 T 600 74 T 120 50 T ) 56 56 83 T 50 T 5 4 56 69 T 32 50 T 4 32 50 T 64 74 T 5 1058 52 5 2176 51 72 51 5 1410 89 4 160 89 6 8089 6 12 50 4 80 89 6 138 50 6 8089 4 58 89 6 12 50 4 116 89 6 10 89 6 58 89 6 6450 6 6450 6 64 89 6 58 89 4 16 89 5 100 89 5 76 51 76 51 12 89 80 89 64 89 58 89 80 89 10 89 941 74 !;;: :I: fl' 0 ~ u Vi U!;! ~ ~~~ ci ~ ~ Z U fT I IN 3 6 5 0 3 6 13 6 10 0 13 6 10 0 o 10 S V 3 V 3 V 3 S 6 9 9 48 3 o 5 6 9 48 4 o 9 E V 4 V 4 13 11 13 11 o V 4 E 48 E 13 E V 4 13 15 E 48 6 EllS 0 E 90 0 E 60 0 E 58 0 E 60 0 E 85 0 E 72 0 E 50 0 E 109 5.5 E 751 0 E 90 0 E 60 0 E 50 0 E 80 0 E 80 0 E 68 0 E V 2 48 6 61 6 20 3 26 9 30 3 36 9 70 0 100 0 70 0 90 0 75 0 E V 2 E V 2 E E E E E 754 6 ~ f"--.7 MW ADOEN 1 BY APPEND 2 10 7 1 7 4 DIMENSIONS (OUT TO OUT) W X Y Z fT IIN IT IIN fT IIN fTIIN o 5 5 o 8 9 o 7 10 7 10 o 5 o 6 5 5 o o 7 o 11 1 3 1 3 7 2 2 6 o o o 2 2 2 o o 3 2 2 3 o 2 2 2 2 2 2 2 2 3 3 o o o 2 2 2 2 2 3 3 3 3 3 520 3 0 52 0 45 D~IGNEl). M. WQO ^ DRAWN. S. GRAFF CHECKED. R SMITH H SCALE V SCALE' FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Ql 02 OEG OEG Db-TE DATE DATE 0lko07 ^ 01/2007 01/2007 LENGTH WEIGHT fT I IN 3 6 5 0 3 6 13 6 10 0 13 6 10 0 2 8 50 6 119 0 92 3 60 0 60 0 60 0 87 3 74 0 50 0 113 6 778 0 92 3 60 0 50 0 82 3 82 3 70 0 50 6 63 6 20 10 27 4 30 10 37 4 72 3 102 3 72 3 92 3 77 3 6 9 9 48 3 16 5 o 5 5 o 8 3 o 6 9 48 4 12 9 o 1104 5 3019 o 2163 6 1443 3 4907 5 2310 9 7 7 8 13 11 13 11 5 8 1 4 9 1 3 1 3 4 49 13 13 15 8 54780 7 29925 7 7 1094 74259 12718 11084 1081 3206 12435 10483 2867 901 8791 11684 8036 5767 4806 7906 7165 748 5945 2701 1302 12285 6945 8036 9281 790 5 5279 6 10 4305 ~ r TYPE 56 1 L TYPE 57 "J--r TYPE 58 ^-----<-13S' l TYPE 59 ..J U .1 ) 173 I:::... /11 72 ~-"- ) ~[I1{\lQl ] TI ~III J ) lL x ~lW~ ~ ~ --Y'- { ~I~] I~I {[if] ~ ci :z: LBS 53 i LOCATION VIEWPOINT SLAB 245 VIEWPOINT 34 246 VIEWPOINT 424 188 69 240 VIEWPOINT 241 VIEWPOINT 242 VIEWPOINT 147 308 503 433 78 868 214 243 VIEWPOINT 242 VIEWPOINT 5 247 ADO'L DECK REPAR AT VP ZONE 6 VIEWPOINT BRACKET 274 VERTICAL TIES 276 STIRRUPS 277 SIDE REBARS 278 DIAGONAL 279 TOP OF BRACKET 361 270 511 260 260 358 & 1908 ~ exeltech Lacey, WA . StaHl., WA . Salem, OR 4 32 74 6 89 5 5 92 56 92 54 5 10 50 24 89 14 50 122 50 4 5 8 50 T 18 74 T 16 50 T 7 10 4 80 T 2 80 E.eltech Consultln9, Inc. 2590 Wlllomelte Dr NE Lacey, WA 98516 Phone' 360.357 8289 Fax: 360 357 8225 EV 463 810.5 E V 2 50 0 30 0 E 0 11 E V 4 10 0 1310.5 E V 2 30 0 1 0 E V 2 50 0 1 0 30 0 12 0 o 55 o 5.5 2 0 2 0 6 10 9 6 52 0 30 0 2 4 10 8 14 7 30 0 1 0 52 0 1 0 30 0 12 0 o 45 o 45 2 2 V 2 4 o o 5 3 5 51 6 5 5 7 o o B o 4 o 4 135 135 6 3 6 3 o o V 4 ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 175 164 223 1213 162 663 4JB 2199 4 6 12 2 6 2 5 7 3 0 7 11 66 7 24 ) BENDING DIAGRAMS f- u ft-- --rY+- fi- {B {B3 I u ,I I u I fi- --t-4- -+4- ft- ~m {JfJ w c... c.. TYPE 50 TYPE 51 TYPE 52 ..J ..J "") J J r , TYPE 53 TYPE 54 TYPE 55 u -t+Tf ITN'Nffi IY+l w I ~ Fe EVERY Z FEET OF SPIRAL IiNGTH 10 ACCOUNT FOR SPUCES TYPE 67 l1LJ W ~\ fLj ~ ~- ~I 1TIw~ ~ -~ ~' I u I I u "I #I. ~~7 ~/';I u I 1cC1 ~~? 135"Y { Y~k'.35. I. U 1 ~ NOTE: ,. ALL REINFORCING BARS ON THIS SHEET SHALL BE MSHTO M-31 UNLESS SHOWN OTHERWISE 2. REINFORCING FOR PEDESTRIAN BARRIERS BASE BID NOT SHOWN IN THE BAR LIST. SEE PEDESTRIAN BARRIER SHEET 3 REINFORCING FOR SHAFTS NOT SHOWN IN THE BAR LIST SEE COLUMN AND SHAFT SHEETS. 4, NUMBER AND LENGTH OF BARS TO BE DETERMINED BY THE CONTRACTOR FROM PLANS 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE BAR LIST 2 OF 2 V44 \44 OF \S~ . . . PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS PROJECT 02-15 STRAIT OF JUAN DE FUCA EDIZ HOOK BEGIN PROJECT W. 8TH STREET 10+00.00 PORT ANGELES HARBOR I I I / / / / I I / / / ////// ~'t.?-~"<-- 'f>C~'!-~ / / S -......- p.!'IG'-~// /?-~// 0- e o Ol TUMWATER CREEK BRIDGE VALLEY CREEK BRIDGE e- ~ ., END PROJECT W. 8TH STREET 42+15.50 ,,- C> I ~ I 15 '" ~ " ., ~ C> I G "i <]. ~ .go ! (j, ~ ! ~ ~ I . '" c Cl ~ o . .go t '" PROJECT LOCATION EOGEWOOO OR " " 7 er er " f- er '" 8 z 0 << "- w '" '" <0 L> '" 8 0 8 >- er '" 0 " '" BAY 5T 1i ii CALL 48 HOURS .c BEFORE YOU DIG ~ 1 (800)424-5555 ~ '" o .. VICINITY MAP DESIGNED M WOO DATE 12/2006 DRAI'hl L BOROS DATE 12/2006 CHECKED K KIRKER DATE 12/2006 H SCALE AS NOTED V SCALE NONE xeltech ~ PUBUC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS TITLE SHEET / VICINITY MAP ~ 0.. ., ~ C> ~ C> '- 0.. NO DATE @ Exeflech Consulllng, Inc 2590 Willametle Dr NE Lacey, WA 98516 Phone 3603578289 Fax 360 357 8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 BY APPEND HQIE.. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED . Seatl~, WA . Solem, OR REVISION G1 OF . . . INDEX SHEET SHEET TITLE SHEET SHEET TITLE SHEET SHEET TITLE NAME NO. NAME NO. NAME NO. GENERAl PAVING PlAN TUMWATER CREEK BRIDGE Gl 1 illLE SHEET / VlCINIlY MAP Pl 33 PAVING PlAN T1 49 LAYOUT G2 2 INDEX 1 OF 2 P2 34 PAVING PlAN T2 50 TYPiCAl SECTION, PROFILE AND GENERAl NOTES G3 3 INDEX 2 OF 2 T3 51 EXISTING BRIDGE REMOVAL G4 4 ABBREVIATIONS AND LEGEND CHANNEUZATlON/ SIGNING! ILLUMINATION PlAN 14 52 CONSTRUCTION SEQUENCE Cl 35 FINAL CHANNELIZATION, SIGNING AND ILLUMINATION PlAN T5 53 FOOTING LAYOUT - ROADWAY SECTIONS C2 36 RNAL CHANNELIZATION, SIGNING AND ILLUMINATION PlAN T6 54 GRADING PlAN Rl 5 ROADWAY SECTIONS 1 OF 2 C3 37 FINAL CHANNELIZATION, SIGNING AND ILLUMINATION PlAN T7 55 PIER 1 PLAN AND ELEVATION R2 6 ROADWAY SECTIONS 2 OF 2 C4 38 RNAL CHANNELIZATION, SIGNING AND ILLUMINATION PlAN T8 56 PIER 6 PLAN AND ELEVATION C5 39 RNAL CHANNELIZATION, SIGNING AND ILLUMINATION PlAN T9 57 PIERS 1 & 6 DETAILS C6 40 RNAL CHANNELIZATION, SIGNING AND ILLUMINATION PlAN Tl0 58 PIER 1 WINGWALL ALIGNMENT PlAN AND PRORLE Tl1 59 PIERS 1 AND 6 CURTAIN WALLS Al 7 PlAN AND PROFILE VlCINIlY A STREET TRAFRC SIGNAL PlAN T12 60 ROCK WALL A2 8 PlAN AND PROFILE VICINITY CEDAR STREET TSl 41 TEMPORARY TRAFFIC SIGNALIZATION PlAN 8TIH STREET AND PINE STREET T13 61 PIER 2 & 5 COLUMN AND SHAFTS A3 9 PlAN AND PROFILE VICINITY PINE STREET TS2 42 TEMPORARY TRAFFIC SIGNALIZATION PLAN 8TIH STREET AND CHERRY STREET T14 62 PIER 2 & 5 COLUMN AND SHAFT DETAILS A4 10 PlAN AND PROFILE VlCINIlY CHERRY STREET TS3 43 TEMPORARY TRAFFIC SIGNALIZATION PlAN MARINE DRIVE AND TUMWATER T15 63 PIER 2 & 5 CROSSBEAM PlAN & ELEVATIONS A5 11 PlAN AND PROFILE SRl17 STREET T16 64 PIER 2 & 5 CROSSBEAM DETAILS TS4 44 TEMPORARY TRAFFIC SIGNALIZATION AND STRIPING PlAN US 101 AND PINE T17 65 PIER 3 & 4 COLUMN AND SHAFTS QUmmY TABULATIONS STREET / 16TH PLACE T18 66 PIER 3 & 4 COLUMN AND SHAFTS DETAILS Ql 12 REMOVAL ITEMS TS5 45 POLE SCHEDULE 8TIH STREET AND PINE STREET T19 67 PIER 3 & 4 CROSSBEAM PlAN & ELEVATIONS Q2 13 TRAFRC ITEMS TS6 46 WIRING DIAGRAM 8TIH STREET AND PINE STREET T20 68 PIER 3 & 4 CROSSBEAM DETAILS TS7 47 WIRING DIAGRAM MARINE DRIVE AND TUMWATER STREET T21 69 BEARING DETAILS DRAINAGE TS8 48 WIRING DIAGRAM US 101 AND PINE STREET / 16TIH PLACE T22 70 FRAMING PLAN SPAN 1 AND 2 01 14 DRAINAGE PlAN AND PROFILE T23 71 FRAMING PLAN SPAN 3, 4 AND 5 D2 15 DRAINAGE DETAILS T24 72 W83G GIRDER DETAILS 1 OF 3 D3 16 DRAINAGE PlAN AND PRORLE T25 73 WB3G GIRDER DETAILS 2 OF 3 D4 17 DRAINAGE DETAILS T26 74 W83G GIRDER DETAILS 3 OF 3 D5 18 DRAINAGE PlAN AND PROFILE T27 75 SLAB REINFORCEMENT PlAN 1 OF 2 D6 19 DRAINAGE DETAILS T28 76 SLAB REINFORCEMENT PlAN 2 OF 2 D7 20 DRAINAGE PlAN AND PRORLE T29 77 SLAB REINFORCEMENT SECTION NEAR PIERS 2, 3, 4, AND 5 D8 21 DRAINAGE DETAILS T30 78 SLAB REINFORCEMENT SECTION AT CENTER SPANS D9 22 DRAINAGE DETAILS 131 79 VIEW POINT SLAB AND SIDEWALK DETAIL 010 23 ENERGY D1SSAPATOR DETAILS 132 80 ABUTMENT DIAPHRAGMS T33 81 INTERMEDIATE PIER DIAPHRAGM UTILITIES T34 82 INTERMEDIATE DIAPHRAGM AND MISCELLANEOUS DETAILS Ul 24 SANrTARY SEWER PlAN AND PROFILE T35 83 EXPANSION JOINT DETAILS U2 25 SANrTARY SEWER DRAINAGE DETAILS T36 84 PEDESTRIAN BARRIER LAYOUT U3 26 WATERMAlN INSTALLATION T37 85 PEDESTRIAN BARRIER DETAILS 1 OF 3 U4 27 WATERMAlN INSTALLATION T38 86 PEDESTRIAN BARRIER DETAILS 2 OF 3 I T39 87 PEDESTRIAN BARRIER DETAILS 3 OF 3 STRUCTURE NOTES T40 88 LUMINAlRE ANCHOR DETAILS SNl 28 STRUCTURE NOTES T41 89 BRIDGE RAILING TYPE BP 1 OF 2 SN2 29 STRUCTURE NOTES T42 90 BRIDGE RAILING TYPE BP 2 OF 2 T43 91 BAR LIST 1 OF 2 TESC PlAN 144 92 BAR LIST 2 OF 2 TEl 30 TESC DETAILS 145 93 ALT A & B PEDESTRIAN BARRIER LAYOUT TE2 31 TESC PlAN 146 94 ALT A PEDESTRIAN BARRIER DETAILS 1 OF 2 T47 95 ALr. A PEDESTRIAN BARRIER DETAILS 2 OF 2 WETlAND MITIGATION PLAN T48 96 ALT B PEDESTRIAN BARRIER DETAILS 1 OF 2 Wl 32 WETlAND CREATION SITE T49 97 ALT B PEDESTRIAN BARRIER DETAILS 2 OF 2 TSO 98 ALT. B BRIDGE RAILING T51 99 ALT A & B LIGHT STANDARD T52 100 ALT A & B BAR LIST CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 DESIGNED: S GRAFF DATE 12/2006 1) 8TH STREET BRIDGE REPLACEMENTS G2 DRAVtN. L BOROS DATE. 12/2006 0' 11',\ 'I. .0/ ~ tl. Exeltech Consulbng, Inc. PUBLIC WORKS DEPARlMENT CHECKED' R MOORE DATE 12/2006 ~ - CITY OF PORT ANGELES --....... 2590 Willamelt. Dr NE H SCALE AS NOTED V SCALE NONE eltech Locey, WA 98516 321 EAST 5TH STREET POBOX 1150 ~<l'eQ~:- e X Phone. 360 357.8289 INDEX 1 OF 2 OF HOlE.. PORT ANGELES, WA 98362 PHONE (206) 457-0411 ALL DIMENSIONS ARE IN FEET ~ONAL Locey, WA . _. WA . Solem. OR Fox 360 357 8225 NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED EXPIRi:S., 11 03 07 ~ ~ ~ E ~ '" :2 " C> I ;::: I <:; ~ " CO ~ C> t1 I ~ s 9- ~ ~ .go " ~ 1l, ~ ~ ~ :J " I ~ 2 ~ ~ ~ .go " CO ~ ~ '" " 05 '" ~ '" " "" li 0.. CO ~ C> ;::; C> C> ;::!. 0.. . . . Q INDEX SHEET SHEET TITLE SHEET SHEET TITLE NAME NO. NAME NO. VALLEY CREEK BRIDGE TRAFFIC CONTROL PLAN V1 101 LAYOUT TCl 153 TRAFFIC CONTROL PLAN TUMWATER CREEK BRIDGE V2 102 TYPICAL SECTION, PROFILES AND GENERAL NOTES TC2 154 TRAFFIC CONTROL PLAN VALLEY CREEK BRIDGE V3 103 EXISTING BRIDGE REMOVAL TC3 155 TRAFFIC CONTROL PLAN MARINE DRIVE V4 104 CONSTRUCTION SEQUENCE TC4 156 TRAFFIC CONTROL SIGNING PLAN US 101 AND PINE STREIT V5 105 FOOTING LAYOUT TC5 157 BRIDGE CLOSURE DETOUR SIGNING PLAN V6 106 GRADING PLAN TC6 158 TRUCK ROUTE SIGNING PLAN V7 107 PIER 1 PLAN AND ELEVATION V8 108 PIER 6 PLAN AND ELEVATION V9 109 PIERS 1 & 6 DETAILS Vl0 110 PIERS 1 & 6 WINGWALLS V11 111 PIERS 1 & 6 CURTAIN WALLS V12 112 ROCK WALL V13 113 PIER 2 & 5 COLUMN AND SHAFTS V14 114 PIER 2 & 5 COLUMN AND SHAFT DETAILS V15 115 PIER 2 & 5 CROSSBEAM PLAN & ELEVATIONS V16 116 PIER 2 & 5 CROSSBEAM DETAILS V17 117 PIER 3 & 4 COLUMN AND SHAFTS V18 118 PIER 3 & 4 COLUMN AND SHAFTS DETAILS V19 119 PIER 3 & 4 CROSSBEAM PLAN & ELEVATIONS V20 120 PIER 3 & 4 CROSSBEAM DETAILS V21 121 BEARING DETAILS V22 122 FRAMING PLAN SPAN 1 AND 2 V23 123 FRAMING PLAN SPAN 3, 4 AND 5 V24 124 W83G GIRDER DETAILS 1 OF 3 V25 125 W83G GIRDER DETAILS 2 OF 3 V26 126 W83G GIRDER DETAILS 3 OF 3 V27 127 SLAB REINFORCEMENT PLAN 1 OF 2 V28 128 SLAB REINFORCEMENT PLAN 2 OF 2 V29 129 SLAB REINFORCEMENT SECTION NEAR PIERS 2, 3, 4, AND 5 V30 130 SLAB REINFORCEMENT SECTION AT CENTER SPANS V31 131 VIEW POINT SLAB AND SIDEWALK DETAIL V32 132 ABUTMENT DIAPHRAGMS V33 133 INTERMEDIATE PIER DIAPHRAGM V34 134 INTERMEDIATE DIAPHRAGM AND MISCELLANEOUS DETAILS V35 135 EXPANSION JOINT DETAILS V36 136 PEDESTRIAN BARRIER LAYOUT V37 137 PEDESTRIAN BARRIER DETAILS 1 OF 3 I V38 138 PEDESTRIAN BARRIER DETAILS 2 OF 3 V39 139 PEDESTRIAN BARRIER DETAILS 3 OF 3 V40 140 LUMINAlRE ANCHOR DETAILS V41 141 BRIDGE RAILING TYPE BP 1 OF 2 V42 142 BRIDGE RAILING TYPE BP 2 OF 2 V43 143 BAR LIST 1 OF 2 V44 144 BAR LIST 2 OF 2 V45 145 ALT A & B PEDESTRIAN BARRIER LAYOUT V46 146 ALT A PEDESTRIAN BARRIER DETAILS 1 OF 2 V47 147 ALT A PEDESTRIAN BARRIER DETAILS 2 OF 2 V48 148 ALT B PEDESTRIAN BARRIER DETAILS 1 OF 2 V49 149 ALT B PEDESTRIAN BARRIER DETAILS 2 OF 2 V50 150 ALT B BRIDGE RAILING V51 151 ALT A & BLIGHT STANDAlRD V52 152 ALT A & B BAIR LIST CALL 48 HOURS rtrO~7 YOU DIG 1 800 424-5555 DESIGNED' S.GRAFF DATE 12/2006 K~I 8TH STREET BRIDGE REPLACEMENTS G3 DRAWN' L BOROS DATE: 12/2006 ~j; :12.<. ~ - Exe~ech Consulbng, Ine PUBLIC WORKS DEPARTMENT CHECKED R MOORE DATE. 12/2006 ....~ ~ CITY OF PORT ANGELES 2590 Willamelte Dr NE H SCALE AS NOTED V SCALE NONE exeltech Lacey, WA 98516 321 EAST 5TH SffiEET POBOX 1150 Phone 360357.8289 INDEX 2 OF 2 OF Mill... Fo. 360 357 8225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 ALL DIMENSIONS ARE IN FEET If ~IONAL lacey. lI.\ . SectUe, WA . Salem, OR NO DATE REV! SI ON BY APPEND UNLESS OTHERWISE NOTED KXPIR!:9 11-03--07 . e o "l ~ ~ S? '" '" I ~ I <s ~ l:o ~ 8 ~ I ~ S S II .go ! :g, ~ ~ & ~ ~ I <! 2 ~ II .go ~ OJ ;; ~ '" -<: OJ '" -ll '" ~ "< ~ o Q '" ~ '" ;;; o o ;:!. . . . .. I LEGEND TOPOGRAPHY: UTILITIES: INTERMEDIATE CONTOURS (EXISTING) CABLE, BURIED (EXISTING) -- - B~- -~-- B~-- - B~- INTlERMEDIATIE CONTOURS (PROPOSED) CABLE, BURIED (PROPOSED) - 8T- BT- BT- 8T- INDEX CONTOURS (EXISTING) 5 CABLE, OVERHEAD (EXISTING) - - OT- - OT- - OT- ABBREVIATIONS INDEX CONTOURS (PROPOSED) 5 CABLE, OVERHEAD (PROPOSED) - OT- OT- OT- OT- SLOPE CATCH LINE (CUT) - CUT CUT - GAS (EXISTING) -GA5-GA5-GAS- &: AND NE NORTH EAST SLOPE CATCH LINE (FILL) GAS (PROPOSED) @ AT NO NUMBER - FILL FILL - -G-G-G-G- ACP ASPHALT CONCRETIE PAVEMENT NTS NOT TO SCAlE DITCH (EXISTING) FIBER OPTIC (EXISTING) -- - OF- - DF-- - OF- ALT ALTERNATIE JW NORTHWEST ~ -->------- - ----- APPROX APPROXIMA TIE 1(' nfJ ('I'tJITR FIBER OPTIC (PROPOSED) AVE AVENUE 1n "'rT<:"'O n""!:TOD DITCH (PROPOSED) > - - OF- OF- OF- OF- BLDG BUILDING -XING OVER CROSSING BIOFlLTRATlON SWAlE (EXISTING) SANITARY SEWER (EXISTING) --- 55-- -- 55 - 55 BOT BOTTOM PC POINT OF CIRCULAR CURVE - -..........--.....- -......---......--......- -- --- ,.....---"'- BNSF THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY PCCP PORTlLAND CONCRETIE CEMENT PAVEMENT BIOFlLTRATlON SWAlE (PROPOSED) -~--------------- SANITARY SEWER (PROPOSED) - SS- ss- SS- ss- BVC BEGIN VERTICAL CURVE PE POLYETHYLENE WATlER LINE II CENTERLINE PI POINT OF INTERSECTION OF MAIN TANGENTS SHORELINE POWER LINE, BURIED (EXISTING) - - BP- - BP- - BP- CB CATCH BASIN PL PLATIE CG CENTER OF GRAVITY PS PRF <;TRI'C;C;m FENCE (EXISTING) - - x -- - < - --- , - POWER LINE, BURIED (PROPOSED) - 8P- 8P- BP- BP- CI CAST IRON PT POINT OF TANGENCY CIP CAST IN PLACE PVC POINT OF VERTICAL CURVE FENCE (PROPOSED) -x-x - x - x - POWER LINE, OVERHEAD (EXISTING) - - OP- - oP- - OP- CJ CONSTlRUCTION JOINT PVI POINT OF VERTICAL INTERSECTION CLR ClEARANCE PIVC POINT OF INTERSECTION OF VERTICAL CURVE BRUSH POWER LINE, OVERHEAD (PROPOSED) - OP- OP- OP- OP- CONC. CONCRETIE PVT POINT OF VERTICAL TANGENT CONT CONTINUOUS R/W RIGHT OF WAY POWER LINE, IN BRIDGE (PROPOSED) -P-P-P-P-P-P- 0.1. DUCTILE IRON RDWY ROADWAY RIGHT OF WAY: DIA or ~ DIAMETlER REINE REINFORCING WATlER LINE (EXISTING) - - VI- - VI- -'il- DBL DOUBLE REO'D REDUIRED R/W LINE (EXISTING) ---------- E EASl RR RAILROAD WATlER LINE (PROPOSED) -W-W-W-W- EA EACH " RIGHT R/W LINE (PROPOSED) ELEV ELEVATION S SOUTH STORM SEWER LINE (EXISTING) - - ST- - sr- - ST- EQ EQUAL SC ~IID ('Rm('A1 R/W LINE (EXISTING &: PROPOSED) ---------- EVC END VERTICAL CURVE SE STORM SEWER LINE (PROPOSED) - ST- ST- ST- ST- EXIST. EXISTING SEW STlRUCTURAL EARTH WALL R/W LINE, CITY STlREET (EXISTING) -------------------- EXP JT EXPANSION JOINT C;PA SPACE UNDERDRAlN LINE (EXISTING) -- LD- - ~D-- - LD- FP FULL PENETRATION SPL SPLICE R/W LINE, COUNTY RD (EXISTING) -------------------- GAlV GALVANIZED SPT STANDARD PENETRATION TEST UNDERDRAlN LINE (PROPOSED) - UD- UD- UD- UD- GYP GYPSUM SS STAINLESS STlEEL R/W CENTER LINE (EXISTING) ------- HORIZ HORIZONTAL ST STREET DRAIN LINE (EXISTING) - D- D -D -D -- HS HIGH STRENGTH STA STATION R/W CENTERLINE (CONTROL) DRAIN LINE (PROPOSED) LB POUND STD STANDARD - D- O- D- 0- Lt.4C LA TlEX MODIFIED CONCRETIE SW SOUTHWEST R/W CENTERLINE (NON-CONTROL) ---------- FlLTlER FABRIC FENCE LONGIT LONGITUDINAL TlEMP. TlEMPORARY - * - * - LT LEFT TESC TlEMPORARY EROSION AND SEDIMENTATION CONTROL TURNBACK LINE MAX MAXIMUM TYP TYPICAL ALIGNMENT: MH MANHOLE VERT VERTICAL PARCEL-ACCESS RD CENTER LINE MIN. MINIMUM VC VERTICAL CURVE I MPH MILES PER HOUR W WEST PARCEL -SUBDMSION BOUNDARY CONTROL LINE (CENTER LINE) MUTCD MANUAL AND UNIFORM TRAFFIC CONTIROL DEVISES WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (EXISTING) N NORTH WI WITH PARCEL -LOT LINE PI TOPCORPT - - - - - - - - - -----~-- N.A.D. NORTH AMERICAN DATUM XING CROSSING PARCEL -PROPERTY LINE P.I TO P.C. OR P T (PROPOSED) -------------------- PARCEL-OWNERSHIP SECTION LINE ------- 1/4 SECTION LINE - - - - - STRUCTURES: BRIDGE OR TUNNEL (EXISTING) -------------------- PAVING: BRIDGE OR TUNNEL (PROPOSED) PAVEMENT (EXISTING) - --- -- --- ------ ---- BUILDING (EXISTING) PAVEMENT (PROPOSED) RETAINING WALL (EXISTING) -T/~F--? -,.. - --7--T-r---,.. ----;r--r'--r-,....-7 CALL 48 HOLlRS BEFORE YOLl DIG 1 (800)424-5555 DESIGNED' S GRAFF DATE 12/2006 . 8TH STREET BRIDGE REPLACEMENTS G4 DRAWN L BOROS DATE 12/2006 ~Of AS/. ~ Exe~ech Consu~lng, Inc ~ PUBLIC WORKS DEPARTMENT CHECKED R MOORE DATE 12/2006 ,~ ~ '- CITY OF PORT ANGELES 2590 Willamette Dr NE H SCALE AS NOTED V SCALE NONE I~ e X e I t e c h Lacey, WA 98516 321 EAST 5TH STREET POBOX 1150 ABBREVIA TIONS AND LEGEND ~~ GJ Phone 360 357 8289 OF llilIL Fax 3603578225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 ALL DIMENSIONS ARE IN FEET V~81DN lDoOY. WA . Seotl~. WA . Sa.... OR NO DATE BY APPEND UNLESS OTHERWISE NOTED ~ REVISION IOO'lRES 11-03 07 o .. '" it:' ~ . ~ ~ 0\ ,,- o I ~ I o '" ~ " '" ~ o ..,! ~ 1: g ~ .g> <:: ~ . '" ~ e ~ 6- ~ {: I ! is ~ . ~ .g> &i . 1; '" "" " ~ 0; '" c "< '- ~ '" ~ ~ ~ . . . "- R!W EXIST EXIST I I 'I I I SIDEWALK I PLANTER V EXISTING I STRIP CURB LINE I -----------1 I t PROFILE GRADE AND PIVOT POINT t PROFILE GRADE AND PIVOT POINT I. L1 700,1 R!W R!W 700' I R!W : I I I I I I I VARIES I 200' - 275' 200' -22 0' VARIES VARIES I I ! I SIDEWALK l- ! PLANTER SIDEWALK I VARIES I @ STRIP EXIST EXIST 200' VARIES 200' - 22 5' 60' - 91' 50' I I I @ CD 1/ CD CD I SIDEWALK I PLANTER SIDEWALK I I CD I PLANTER I I STRIP STRIP I 2% MAX 2% MAX I 1/ I - I MATCH EXIST -0 02 '/FT ---- I I I I: - - T--- I ~ I V EXISTING 2% MAX I 1 CURB LINE MATCH EXIST -0 02'/FT rr-m~1 2 033 CEMENT CONC : ~O 6Z 2 I~~~ -;;;;; I -----------1' - - I CURB AND GUTTER I 2 025 L: -;;;;; I ~ 033 I 1 0,15 I I ~O,15 '~ ;;;;; 2 I STA 20+50 0 TO 21+03 0 8TH STREET ROADWAY SECTION A CEMENT CONC I - CURB AND GUTTER R!W --- - CEMENT CONC STA 10+20,0 TO 11+07 0 CURB AND GUTTER STA 20+50,0 TO 21+030 0) CD CD Q) 8TH STREET - ROADWAY SECTION C STATION WIDTH STATION WIDTH STATION WIDTH STATION WIDTH STA, 27+500 TO 28+ 1 00 20+50 0 TO 20+83 0 65' 10+200 TO 11+070 223' 10+200 TO 11+070 220' 10+440 TO 11+070 4.0' 20+83 0 TO 21+030 65' - 140' 20+50 0 TO 20+83 0 275' 20+50 0 TO 21+03 0 200' 20+50 0 TO 20+80 0 80' 20+83 0 TO 21+03 0 275' - 200' 20+80 0 TO 20+90 0 8 0' -9 0' 0 8) STATION WIDTH R!W STATION WIDTH 10+440 TO 11+070 50' I I EXIST EXIST I 20+50 0 TO 20+83 0 75' 20+50 0 TO 20+80,0 50' I SIDEWALK PLANTER I 20+83 0 TO 21+03 0 75' TO 00' 20+80 0 TO 20+90 0 4 0' - 5 0' I STRIP I I I W EXISTING I -----------1 I CURB LINE t PROFILE GRADE AND PIVOT POINT I Ll 700,1 R!W I I ; 170' -22 0' VARIES I I VARIES VARIES I 170' - 275' VARIES I I SIDEWALK PLANTER -I I PLANTER SIDEWALK STRIP I STRIP NOTES: I @ I CD I CD CD I @ I I I I CD ill EXISTING ASPHALT CONCRETE SHALL BE SAW CUT 2% MAX i 2% MAX I BEFORE REMOVAL I - I -D 02'/FT -0 02'/FT ---- I I : - - T--- I ~ 1 SEE PAVING PLANS AND DRIVEWAY DETAILS FOR CEMENT CONC LOCATION OF CURB CUTS AND MED,^-NS. 2 033 CURB AND GUTTER I ~ I (jfii ;;;;; SEE CITY OF PORT ANGELES STANDARD PLANS I 2 I 2 025 I 067 2 015 FOR CURB AND SIDEWALK DETAILS I 1 015 1 I STA 11+86 TO 12+11 8TH STREET ROADWA Y SECTION 8 CEMENT CONC - CURB AND GUTTER LEGEND: R!W STA 11+070 TO 12+10 1 STA 19+69,0 TO 20+500 ill HMA CL PG 64-22 0) CD CD Q) 8) <n CRUSHED SURFACING BASE COURSE -------- EXISTING STATION WIDTH STATION WIDTH STATION WIDTH STATION WIDTH STATION WIDTH PROPOSED 11+ 75 4 TO 11 +99 6 50' - 6,5' 11+07 0 TO 11+90 6 223' 11+07 0 TO 11+91 4 220' 11+07 0 TO 11+79 5 40' 11+07 0 TO 11+79 5 50' 11+99 6 TO 12+ 11 0 . 11+90 6 TO 12+ 11 0 22 3' - 17 0' 11+914 TO 12+110 220' - 170' 11+79 5 TO 11+85 0 40' - 20' 11 + 79 5 TO 11+99 6 50' - 65' 19+690 TO 19+820 . 19+690 TO 20+09 1 17 0' - 27 5' 19+876 TO 20+500 200' 19+87 6 TO 20+08 2 2 0' - 8 0' 11+996 TO 12+110 . 19+82 0 TO 20+50 0 65' 20+09 1 TO 20+50 0 275' 19+690 TO 19+876 170' - 200' 20+08 2 TO 20+50 0 80' 19+690 TO 19+820 . 0 20+50 0 TO 20+90 0 8 0' - 9 0' 19+820 TO 19+876 .. 19+87 6 TO 20+500 50' STATION WIDTH . PEDESTRIAN BARRIER & SIDEWALK 11+ 75 4 TO 11+84 0 47' - 20' SEE BRIDGE SHEET 137 & V37 .. SEE SHEET P2 CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 DESIGNED S GRAFF DATE 12/2006 tI 8TH STREET BRIDGE REPLACEMENTS Rl DRAWN' E BLAKE DATE 12/2006 ~ o'~./f 1"\ ~ Exeijech Consultmg, Inc ~ PUBLIC WORKS DEPARTMENT CHECKED R MOORE DATE 12/2006 ~~ ~ ~ ~ ~ ~ CITY Of PORT ANGELES 2590 Willomette Dr NE H SCALE AS NOTED V SCALE NONE I'<~ ~IO~A ~ exeltech Locey, WA 98516 321 EAST 5TH STREET POBOX 1150 ROADW A Y SECTIONS 1 OF 2 OF Phone 360 357 8289 llillE.. locoy, WA . SealIle, WA . SoOrn, OR Fox 360 357 8225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 ALL DIMENSIONS ARE IN FEET NO. DATE REV! SION BY APPEND UNLESS OTHERWISE NOTED EXPIRES 11 03 07 Cl <0 ::: ~ ~. Cl " '" " Cl I '" " I c; 'f " 'Xl f:j Cl I ~ .. 9- . . .go ! ~ ~ li ~ il, ~ I <l! ~ ~ . . .go ~ '" ;; ~ V) ;S 'Xl ~ .. '" ~ .., ~ !Xl l:1 Cl ;;:; Cl Cl ~ . . . R/W I I I EXIST EXIST I I PlANTER I SIDEWALK I I STRIP I I It PROFILE GRADE & PIVOT POINT I -----------1' I I I It PROFILE GRADE AND PIVOT POINT j I LY 700' I R/W .1' .' I I " 12 i I I VARIES VARIES I 17 0' - 28 5' 200' - 285' VARIES VARIES I I I SIDEWALK PLANTER I ! PLANTER SIDEWALK STRIP STRIP I I @ @ I CD I CD @ I I I 0 2% MAX I i 2% MAX -0 02'/FT I -0 02'/FT -oo2'/FT -0 02'/FT I I - I --- - ~ - I -- 'T I - - r--- L I ~ .,.... - - ~ "- " ~ft/ d~ I ~~ 033 CEMENT CONC ~~ I ~ , 2 CURB AND GUTTER I I I I 2 025 I 1 2 067 CEMENT CONC I CURB AND GUTTER STA 28+485 TO 28+72 0 R/W 8TH STREET - ROADWAY SECTION D ROADWAY SECTION F STA 28+100 TO 28+720 SR 117 STA 14+600 TO 18+200 STA 36+300 TO 37+530 @ CD CD CD CD STATION WIDTH STATION WIDTH STATION WIDTH STATION WIDTH STATION WIDTH 28+37 4 TO 28+60 7 5 6' - 6 5' 28+100 TO 28+600 200' 28+ 10 0 TO 28+60 0 20,0' 28+100 TO 28+404 40' - 0.0' 28+ 10.0 TO 28+60 6 5 0' - 6 5' 28+607 TO 28+72 0 . 28+60 0 TO 28+72 0 20 0' - 17 0' 28+60 0 TO 28+72 0 20 0' - 17 0' 28+404 TO 28+534 2 0' - 0 0' 28+606 TO 28+72 0 . 36+30 0 TO 36+43 0 . 36+300 TO 36+308 17 0' 36+300 TO 36+308 170' 36+30 0 TO 36+43 0 . 39+430 TO 37+530 65' 36+308 TO 36+738 17 0' - 285' 36+308 TO 36+738 170' - 285' 36+43 0 TO 36+73 8 .. (]) 36+738 TO 37+530 285' 36+ 738 TO 37+530 285' 36+73 8 TO .37+5.3 0 65' STATION WIDTH . PEDESTRIAN BARRIER & SIDEWALK SEE BRIDGE SHEET V37 28+37,4 TO 28+53 6 6 8' - 2 0' .. SEE SHEET P2 R/W It PROFILE GRADE AND PIVOT POINT R/W I 700' I I I i I VARIES 250' - 285' 246' - 285' VARIES , I SIDEWALK ~ SIDEWALK I CD CD I I @ I 0 I i~ MATCH EXIST i MATCH EXIST 2% MAX I NOTES: - - I - I I ~ ,\v A~ ,& EXISTING ASPHALT CONCRETE SHALL BE SAW CUT 2 03.3 ~ BEFORE REMOVAL I 2 025 1 SEE PAVING PLANS AND DRIVEWAY DETAILS FOR CEMENT CONC LOCATION OF CURB CUTS AND MEDIANS CURB AND GUTTER o 15' MIN ACP GRINDING BEFORE CEMENT CONC PLACEMENT OF HMA CURB AND GUTTER 2 SEE CITY OF PORT ANGELES STANDARD PLANS FOR CURB AND SIOEWALK DETAILS 8TH STREET - ROADWAY SECTION E LEGEND: STA 37+530 TO 38+200 ill HMA CL PG 64-22 ill CRUSHED SURFACING BASE COURSE -------- EXISTING CD CD CD CD PROPOSED STATION WIDTH STATION WIDTH STATION WIDTH STATION WIDTH 37+530 TO 38+060 65' 37+53,0 TO 38+060 285' 37+530 TO 38+060 285' 37+530 TO 38+060 65' 38+060 TO 38+200 65' - 100' 38+06 0 TO 38+ 20 0 28 5' - 250' 38+06 0 TO 38+20 0 28 5' - 24 6' 38+060 TO 38+200 65' CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 DESIGNED S GRAFF DAlE 12/2006 - 8TH STREET BRIDGE REPLACEMENTS R2 DRAWN E BLAKE DAlE: 12/2006 ~~" Exenech C<lnsulbng, Inc, ~ PUBLIC WORKS DEPARlMENT CHECKED R MOORE DAlE 12/2006 t;, ~ CITY OF PORT ANGELES 2590 Willamette Dr NE H SCALE AS NOTED V SCALE NONE exeltech Lacey, WA 98516 321 EAST 5TH STREET PO. BOX 1150 ROADW A Y SECTIONS 2 OF 2 Phone 360 357 8289 OF M.QJL. PORT ANGELES, WA 98362 PHONE (206) 457-0411 ALL DIMENSIONS ARE IN FEET locey, WA . SeotlJe, WA . So~m, OR Fax 360 357 8225 NO DAlE REVISION BY APPEND UNLESS OTHERWISE NOlED EXPIRES.. 11 03 07 ,,- e '" ~ ~ '" '" 0) " '" I '" '" I Q ~ " '" ~ '" ~ s; 9- ~ ~ .go <: .'S ~ '" ~ ~ ~ ~ {l I ~ .'> 2 ~ ~ .g> Jj ~ ~ '" oS '" ~ ~ '" co '< '- c[' '" ~ '" ~ '" ~ ll.. . . . --, 1- -1-1-- II d II II II II J I i I C> .. '" ::0" e '" ~ ~" C> '" '" " C> , '" '" I C 0; . " ., f.'j C> ~ " ..'. 5- " .s ~ .go ! ~ '" 5; . ~ 5- ~ ~ .<5- 8 ~ ~ . .go <li . ~ t; ~ ., ~ .. '" < " CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 , o 0. ~ ;;; C> C> ~ NO DATE 0. 8TH STREET R EXISTING CENTERLINE MONUMENT STA 10+00 00 ---- ---~~ ~\ I REVISION BY APPEND f- W W 0::: f- (f) 11 ; I II I J:\~:t 0) 8 TRAFFIC BARRIER ~>} \\ I f If i ~rn~~ X #+' , I CATCH BASIN " I ~~~-x-- 'o(-x ....l~)o__H 'It-__ ~ __ EXISTING SIDEWALK * CONSTRUCTION EASEMENT <( "N N 11+00 'N N S56'43'49"E REMOVE EXISTING GUARD RAIL ~EMOVE AND REPLACE EfISTING FENCE J J~(/Jl I I, - - / j-jI _....r d-~)>/~ =="T~'" , '" I ~" , "'~+OO REMOVE EXISTING CONC TRAFFIC BARRIER 10+3501 11+10~ I ~OTECT TREE (rYP) " 1 I 1'-1 i PLAN tBEGIN BRIDGE) TUMWAT R CREEK BRIDGE II 12+1100 1540 I , ROADWAY SECTION A ROADWAY SECTION B I SEE SHEET R 1 , SEE SH~ET R 1 1520 , , , ! , , , , , "", , I ... , 150.0 _N , ~ , 0- 00 , ",'" 80' VC , G:i , N'" + ;! c:i , , , " ~~ 1480 - , , a , (f)LU a a I , a", ! a , u u ",,,, a , > > <<>", + , <D <D + ... ~ I , , - I -~ , ~~ 1460 ...........~ (f) (f) LU - - a.. a.. I ~ > > rrROFILE , 't"'--. GRADE 1440 S '>. ~ -=rt- , i in " ,~ -N 13+00 S 56' 43' 49" E 'N in / CONSTRUCTION EASEMENT SEE BJIDGE PLANS r PROFILE GRADE & PIVOT POINT -002'jFT LT & RT ~ - en en '" + ... 40' VC <( G:i tii d ."N- <<> '" "'", "'... ~-- G:i ~ cdw- a: ~ ;:< >LU- 8~ 8to goo ~------R "'4--~ o_~~ ~ +v +~ +v LO- ll') <0 . G:i-- (;j-- G:i ~d ~Q t7icd c '-<_- -__U u--t----- ~ > a.. a.. > > <D <D > > LU LU r PROFILE GRADE I. e--- +04% ',- " 1-.----------- ------1------- ------------ \ --\-------- --f--- 1420 I" \ "-L- EXIST ROADWAY I 1400 10+00 1'\ EXIST GROUND J \ 12+00 15+50 10+50 11+00 11+50 15+00 PROFILE (BEGIN BRIDGE) TUMWATER CREEK BRIDGE DESIGNED S GRAFF DATE 12/2006 DRAWN S DEWITT DA TE 12/2006 CHECKED R MOORE DA TE 12/2006 H SCALE AS NOTED V SCALE NONE lncey. WA . SeGItJe. WA . Salem, OR ~ ~ Exeftech Consu~lng, Inc PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 PLAN AND VICINITY A 2590 Willomette Dr NE locey, WA 98516 Phone 360 357 8289 Fox: 360.3578225 exeltech I::!QJL ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED 12+3486 II II II I'b II 14+00 II I l SUPER ELEVATION r DIAGRAM -' 04% ------ ------------ - 1--------1--------'--------- 16+00 16+50 o HORIZONTAl SCALE IN FEET I VERTICAL SCALE IN FEET 0 17+00 20 I 2 40 I 4 60 I 6 8TH STREET BRIDGE REPLACEMENTS A1 PROFILE STREET OF . . . ..." ..." '", '---' '---' 17+00 18+00 19+00 -N r-- -N ... ... r ( '", -0 .... 1 6+85 00 ~ '" :t:- ~ E ell '" .. ,,- '" I l() I <; ,;, ~ " ., ~ .,J "< I :;; ~ ~ ~ '" :l! ~ ~ .s ~ ! ~ OJ -l: I ~ 2" 3!- ~ '" :l! tl; . ~ '" oS ., ~ '" < "< "li 0. ., ~ '" 8" 3- 0. CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 NO DATE REVISION ROADWAY -- SECTION B SEE SHEET R 1 -002'/FT LT & RT 60,IVC a, 8in 8 -<o:t- 0 0 <D_a g, __ aLO 0)..-- 000 I,{) 'V , +~ NLOa o. ~~ 6~ ~~ ....- CX),....., '" 0...... N +.q. ~ --ci; ~-8 ;:;-- N ~-~ <( ~~~---- ~---- ------ ------N ..- ~~ -~ 6~ ~G:1 tr;w <~ VJ lLJ_~ ...J_N (/) -u u ~ cd uu U)UJ <([:j uu>> >> ~c;:l ~~ ww _ ---------------------_ ______ ___ aJ aJ--_f-__ __= ______________ ______________________ _-==_~ __________ r PROFILE GRADE ~ a: - - -- / > > .....' - - - + 0 96% ~ - po- . - ~ 1 3% -- ------- ------ ------------------ -~--,----- ---------- ---;------------- l EXIST ROADWAY I 'a .... ~ 19+6451 CONSTRUCTION EASEMENT V B PROTECT TREE (TYP)../ 8 3S Vl al- a::; mEt +"- ~a '" ~~ 6 5' SIDEWALK -", to N -0 N o N 19+1452 CONSTRUCTION EASEMENT REMOVE EXISTING [ CONC, TRAFFIC * BARRIER ) 1 PLAN (END BRIDGE) TUMWATER CREEK BRIDGE 1520 ~ SEE BRIDGEI PLANS - ~ PROFILE GRADE & PIVOT POINT -- ----- 1500 1480 ------- -,----- f----. -- ------- 1460 - 04% 1440 1420 ---------------------------- ----- -------- ---- ------------- 1400 fii 7 j/.1 21+00 S56"43'49"E ~=--~'\ , --l4 11 , I i :1 ROADWJ SECTION A SEE SHEET R1 I I Ii J lilL' I Ii ' I / \~~ i I ~ -- ,-~1~------=~-- -.o- f I I 8TH STREET I '" I ~----------I \ //~i!'~~- -~-, -_ _ _ , \~--- \Ii~ -- \ f-- W W a:: f-- U) a:: <( a w u EXISTING CENTERLINE MONUMENT STA 21+49 37 I[ }6~~~LEVATION__ ___ ---------- --- -------- 1380 1-----1------ ------1-------- j--------------- ------ / L EXIST GROUND ------j------f-----------l----- --,---- ---------------------------f------- --___________ I I 18+00 18+50 19+00 19+50 20+00 20+50 PROFILE (END BRIDGE) TUMWATER CREEK BRIDGE BY APPEND DESIGNED R MOORE OATE 12/2006 DRAWN S DEWITT DATE 12/2006 CHECKED S GRAFF DATE 12/2006 H SCALE AS NOTED V SCALE NONE NOTE ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Laoey, WA 'SeaItJe, WA - Solem, OR ~ Exe~ech Consultln9, Inc ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS 2590 Willomelte Dr NE Locey, WA 98516 Phone 360 357 8289 Fax 360 357 8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 exeltech -- -----~ 21+00 o HORIZONTAL SCALE IN FEET I VER11CAL SCALE IN FEET 0 21+50 20 I 2 40 I 4 60 I 6 PLAN AND VICINITY PROFILE CEDAR STREET -0 r-- A2 OF . . . ~ '" '" ~ E" ~ a, ~ '" 1 ~ 1 15 III ~ l!:l <l ...1 "" ,}, ~ ~ 9- :: ~ cli i ~ ~ 15. iii ~ 1 ! :5 ~ :: ~ cli R ;; ~ CALL 48 HOURS -, BEFORE YOU DIG ~ 1(800)424-5555 ~ ~ '" c "" ~ ., ~ ~ g ~ NO DATE Cl. REVISION ~6+8446 I 26+69 46 ' CONSTRUCTION EASEMENT ~' -- -- \-1 -~---"-"- '/ ~~~~-""-""C-~~ ""~~~-~,-~=_=,~~ 26+00 27+00 S56"43'20"E EXISTING CENTERLINE MONUMENT STA 27+1944 A P ~\- /~~ : ~ _=-~-~_=_=_ ~c ~__=_ '\ ~'" - ~ i ~ 1 I ''>' rl 26+69 48 I- W W 0::: l- V) W z 0::: "0 '" CONSTRUCTION EASEMENT 28+71 02 CONSTRUCTION EASEMENT 27+69 45 28+39 02 I I I \ ~ ~ -- -- \ -s:------------ ,~- -- ".~---- -~---~~ =,="==~~==--"- ------=-~=-'"~- ".., "0 '" 28+00 30+00 29+00 N 8TH STREET "", "0 '" in 28+3048 o REMOVE AND REPLACE EXISTING FENCE AND RESTORE VEGETATION REMOVE EXISTING CONC TRAFFIC BARRIER '" j:;S~ V) a:l CONSTRUCTION EASEMENT 28+62.48 "0 .... 27+7448 CONSTRUCTION EASEMENT 27+5448 PLAN (BEGIN BRIDGE) VALLEY CREEK BRIDGE 1 I ROADWky SECTION C ROADWAYJ SECTION D 1520 SEE SHEET Rl SEE SHEET R2 r -SUPERELEVATION l -002'/FT LT & RT DIAGRAM 1500 60' VC n - 1---. 1480 1460 1440 1420 1400 27 +00 DESIGNED S GRAFF DATE 12/2006 DRAWN S DEWITT DATE 12/2006 CHECKED R MOORE DA TE 12/2006 H SCALE AS NOTED V SCALE NONE BY APPEND tiQIE.. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED SEE BRIDGE1 PLAN r PROFILE GRADE & PIVOT POINT ( '-...- b .... 31+00 o <:> -.... <:> '" + ~ co N 40' VC I 8, -N-g -0-8 -N--- --------- 0) ;:n 0 ...... en +~ +~ '+: N --"'I .,....-N ..- '" '" '" >=5 ~ >=5 ~ >=5 ~ --Vl W-Vl W-Vl W --- --- o o Ceo 0-(,0 0 Q-V ~~ ~~~~ ~--f---ci; :!- ~ ~-~ .- ~cj N~ ~ ~~ u u ~ cd- <( Ci_ U') W ~ ~ _ _ ~ d u u a.. a... C> ~ ~ -- -----f----f------> >---i;!j------- -, I -- + 0.4% ~~ uu -- uu > > a.. a.... > > rn cn-> >-w W ------1-- PROFILE GRADE, " EXIST / ROADWAyJ I GROUND ~ _PRO~~~4~RADE_~. -- -- ----- ----- -r---- -- ----- / ------~------ ------ ----~---- ------- - 16% \ / ExisT II " ------ - ----- ---- --'... EXIST ROADWAY....J ~----- ----"-- -------- --------- ------------ 27 +50 28+00 28+50 29+00 32+00 32+50 PROFILE V ALLEY 20 I 2 BRIDGE BRIDGE o HORIZONTAL SCALE IN FEET I VERTICAL SCALE IN FEET 0 33+00 40 I 4 60 I 6 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS ::B..L ~ ~ exeltech ~ Exe~ech Consulbng, Inc 2590 Willomette Dr NE Lacey, WA 98516 Phone 360357 8289 Fax 3603578225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 lacey, W.\ . Seattle. WA . Salem, OR PLAN AND VICINITY PROFILE PINE STREET 31+5274 A3 OF . . . 1~33+32 31 1-- I C) 'I- '" ~ ~ ~ . E o ~ 0) " C) , ~ , 1; ~ "0 ., ~ ,,! <( ..\ 5- , .s . . .go ~ :'J. [g, < !i ;[ a. 0; -l: , g 2 ~ ~ .go Ji ;; ~ CALL 48 HOURS ~ BEFORE YOU DIG ., 1 (800)424-5555 ~ "i; '" < <( ~ o ll. ., ~ ~ ., C) C) ;). ll. NO DATE "0 .". REVISION 33+85 00 o ,0 00 a ov Oeo 0 ,I""") f"") 0 P"'") 0-,..... ~~ ~ ~ P"'") a m ----------------1"'") -- --(0 ;!:--~ ~-~- ~ ~ I') (;j , ~_ V1 W ~ --.J G:i (f} W ;::! ......J _ _ (f) W 0... a.... u u > >----+----> > - -----~-------- f-------;-- w w - 1 J% jf---=' i -- -==--~~ -; - j\ I --=>=-- / ~ EXIST GROUND / - ----;--------- / ~ CONSTRUCTION EASEMENT Ir "0 .". L 36+3103 [-REMOVE E~:STING _ I GUARDRAIL: ~ I ;' ~"6+8~ ;;-~I =1"1 ill, I SfEf'=- -I ~-- I /1 ~~~ : +~~ : : 37tOO I I I : I /_R~ REMOVE EXISTING CONC TRAFFIC BARRIER -", '" 36+00 I S56.43'00"E "0 N ~~~[ llr-i~~ \~ \ ~"--- ~ "~- -- - - - ,,_. /R/W _ __ ~I_ _ ff _";N~ I r--\~ ) ) i-36+31XREMOVE EXISTI~~:/W ; i ~, ,/ (2; ) I ~~NC TlRAFFIC Y II /^\ (/) ~RIER I~ \ 35+5642J PROTECT TREES (TYP) U \ \~ ~ /~---=-.~' fl' r-F : ~ CONSTRUCTION EASEMENT 0 I I \1: ~ ! r 'I l'I VJ C'i I: I ! I PLAN (END BRIDGE) VALLEY CREEK BRIDGE '" -", - - -'------- I---f--- SEE BRIDGE PLAN ROADWAY SECTION D SEE SHEET R2 1520 : -oot/FT LT & RT 1500 60' VC -~-----------.--- 1480 ---- 1460 ,u u ,> > _ ____~ rn i I 144,0 :PR08LE GRADE ~ -0 4% \. r- 1420 ------ ------__L__________ ___ I 1400 35+50 36+00 36+50 37+00 J '--' - I' 1 J~~J-t 'J 38+30 18" _~; '\. Hi ~q "/J ~jDJ// t:;J W 00:: f-- (J) >- 00:: 00:: W ::r: U (l 1',,- " \H \~-~ ~,', "b--=--- - -- ~~-=~=-~ ~ I -", -", 00 N EXISTING CENTERLINE MONUMENT STA 38+6521 38+00 I 38+6521 L -~ '", 00 N @--- .. ~~~ ~ I~~//~\It-: 38+3025 J rib II I II ~ ~~ jl " I II ~ I I~ t ,-- I I I II ~~=-~-~=+ '\.' I' -", ~ PROTECT ~ ~,~~ IT~E ROADWAY SECTION E SEE SHEET R2 / PROFILE GRADE & PIVOT POINT , -1---- }i SUPERELEVATION-- i DIAGRAM --1----- +---------~-- --- ------f------------- ------ --- EXIST ROADWAY- --- - ---- -- i 1-- --_ -----------!-------- -- ~-=-- - =.::=--~ - -.::- --= -::-::- 37 +50 38+00 38+50 38+6521 PROFILE dEND BRIDGEt VALLEY REEK BRIDG o HORIZONTAL SCALI IN FEET I VERTICAL SCALI IN FEET 0 20 I 2 40 I 4 60 I 6 DESIGNED S GRAFF DA TE 12/2006 :I ORA WN S OEWI TT DA TE 12/2006 ~ ~.,.~) ~ ~ 8TH STREET BRIDGE REPLACEMENTS A4 Exeltech Consulllng, Inc PUBLIC WORKS OEPAR1MENT CHECKED R MOORE DATE 12/2006 CITY OF PORT ANGELES 2590 Willomette Dr NE H SCALE AS NOTED V SCALE NONE exeltech locey, WA 98516 PLAN AND PROFILE 321 EAST 5TH STREET POBOX 1150 !::!QIE.. Phone: 360 357 8289 PORT ANGELES, WA 98362 PHONE (206) 457-0411 OF ALL DIMENSIONS ARE IN FEET Loaoy, WA . SecttIe, WA ,Solem, OR Fox, 3603578225 VICINITY CHERRY STREET UNLESS Oll-iERWISE NOTED BY APPEND EXPIRES 11 03- 07 . . . C ". ~ ~ ~ ~- c '" '" " c , ~ , Q <> ~ " '" ~ c ,J <( 'i 9- ~ a .go ! ~ '" ~ e ~ 5, ;; -ll I a ~ C C ~ ~ a .go Jj a ~ CALL 48 HOURS oS BEFORE YOU DIG ~ 1(800)424-5555 a .. '" o <( c ~ '" ~ ~ g ;:J. Cl NO DATE - \ REMOVE EXISTING __~ "I' ~lLUMINATlON --== :2 + \~ -=-==.::::::::::= :::.==--- 0\' \... ~-i-----. -----+---- l~--- CJ____CJ ___ j- ~t~~~d~~~ o -------- ~ - ~ REMOVE EXISTING ,-- ..... --------. --------------- (( ( , GUARD RAIL \:) C1; ~ ------- \\~~~-=-~~~ \ .~ ............... ----..---~ ~ --- -- --==-~___ [K "----...._--------===~~---~----------~'--- ~----~~-~~ '\ (; ~~-~~-- ~ ~, \ \ o o ci <0 + .... JCJ CJ g f'J -I- !? <( tii REBUILD EXISTING RESTRIPE ONLY I ~ISTING CULVERT, TO REMAIN .-/' - -,/- \ :2 Ui + \D t!! \' REMOVE EXISTING ~ ~= ~ ____ \. GUARD RAil ---- -~- ==-""~ 6+00 --------- ----...... i:! '" ~ - :if P> i\; 14+00 N26"51 '09"E CURVE DATA PI STATION DElTA RADIUS TANGENT LENGTH S SR117 12+40.22 9'55'34" IT 600,00 52.10 103.95 PLAN SR11713+9451 4'02' 35" l T 1800.00 63.54 127,02 SR11715+95,11 18'48'44" RT 600,00 101.87 20182 06 ROADWAY SECTION F SEE SHEET R2 72 I: I I -~T:---~---+-, -r---+-I I i i I : 1 ~_..._r I nln Oil' ~IIDI'"R /' /'V 1 +: 5 V -""-- J 1---_1- I/ _1--1-- _1-1-- _1--1- U ER LE A ON IAI;RJ M , i I i j , o 6' FT LT P 0 ILE G /AD ~ POP IN 70 68 1 ""I : 66 ;;:; 1 1 I <0 1 ~v ~:: , , , ' , 1 'I :::~:, 1 : ""'- BEGIN FULL SUP R ! 15+3124 ! 1 : --I- - -1- - -r- 60 -p 02'/fT LT ,& RT \VI'( ,~!\',,"J'j") i -/) 0 ,/'T RT /' f- -0 02 IF L f 1-_ -r-I- _({~__ h(l< TI~ ~\ , 1 --1-- -m-'--.- 15 i': 64 ~I! , 62 I """"'" 4..:>" i~ I 1 I ;;; 60 ~ ,~ ' , ::I JS"'~:' 'I'.... 1 : i ' :z =; ~.... - ,--------+--itt-'- -<-r--------~-.. : tj ~ , : ' '~JSO~ I I I ~, !:' lD 0::, , : ~ J.OA_ lD ---- W -c- 56 -~ Cl :z w 54 , ~ . ~ r-r--: -- - r-I- 52 c-.~i--c-._ 12 % 0 6% I . 50 H..... 16+50 17+00 17+50 18+00 18+50 I I 58 I i 56 c-- --~- : I i 54 52 '--. .6 \%'_ 50 I i , I I : I 1 I 1 : I 1 1 : 13+50 14+00 14+50 15+00 15+50 16+00 12+00 PROFILE o HORIZONTAL srAlE IN FEET I VERTICAl srAlE IN FEET o 40 I 2 80 120 I I 4 6 DESIGNED S GRAFF DRAWN S GRAFF CHECKED R '-iOORE H SCALE AS NOTED DA TE 09/2006 DATE 09/2006 DATE 09/2006 V SCALE NONE lacey, WA . Seat1le. WA . So"",, OR ~ ~ ~ exeltech ~ Exellech Consu~lng. Inc PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 Willomelte Or NE Lecey. WA 98516 Phone 360 357 8289 Fa, 360,357 8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 REVISION fiQJL. All DI'-iENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND / 72 70 68 66 64 62 8TH STREET BRIDGE REPLACEMENTS PLAN SR AS AND PROFILE 117 OF . . ..., ~ ~ '" . ~ '" '" ,,- <> I ~ I c; '" ~ " ., ~ J ~ ~ 9- ~ .g- o ~ ~ ~ ~ ! li. ~ I <l! 2' 3l. . . .g- &i q; ~ .-; s ., . . 0; '" . ~ "< , & ., Pj <> ~ ;::!. a. CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 NO OA TE REVISION BY APPEND QUANTITY TABULATION REMOVAL ITEMS .... I>: U) U) GENERAL NOTES --' :I: u '" ::> .... 0 0 tz ~ z 0 ul>: b :I: ~ :I: ~ o~ Z zW ~ <3z ",--' ~~ ~ zu) :E!Z 01>: z :;:::~ <8.... ul>: --' "-.... ~.... < ",- >0 >--, ~~ ~....!i;! ",CD OJ! '" z~ ~~ ~~ 0:;::: as2i :;:::u .... z z --' au.... ",::i( z e5 ....::> ~ e5 2i:5..... ~r;: e5 I>:t!> 1>:0 z"- .... :::E ~ 2i :::E 1>:,,- ~ ~~ '" :::E .... .... I>: I>: .... .... .... I>: '" c:: I>: .... "- U) SHEET STATION EACH EACH LF EACH LF LF L F, SY L.F 1. INFORMATION ONLY A1 10+85 (42' RI) TO 11+10 (35' RT) 32 A1 11+60 TO 12+00 LT & RT 80 2 1 A1 11+60 (33' RI TO 12+ 15 (55' RT) 67 A1 11+85 RT 1 1 A1 11+90 LT, & TR 2 1 A2 19+32 (45' RI) TO 20+15 (35' RI) 84 A2 19+80 TO 20+20 LT & RT 80 2 1 A2 19+87 LT & RI 2 1 A3 27+50 (40' RT) TO 28+60 (32' RT) 110 A3 28+40 TO 28+60 LT, & RT 34 2 1 A3 28+50 LI & RT 2 1 A4 36+40 TO 36+80 LT & RT, 80 2 1 A4 36+90 (40' RT) TO 38+30 (40' RI) 50 P1 10+20 TO 11+07 193 P1 20+50 TO 21 +03 118 P2 27+50 TO 28+10 167 P2 37+53 TO 38+20 372 TC04 PINE CUTOFF /US101 35 46 1 A5 SR117 14+60 TO 16+40 RT 150 2 1 A5 SR117 14+90 TO 17+20 RT 480 2 1 A5 SR117 14+70 TO 17+30 LT, 160 2 1 A1 12+00 LT & RT 60 1 A2 19+80 LT & RT 48 1 A3 28+60 LT & RT 49 1 A4 36+20 LT & RT. 29 1 SHEET TOTAL 1 6 1064 14 35 46 343 850 186 PROJECT TOTAL 1 6 1064 14 35 46 343 850 186 DESIGNED S GRAFF DATE 12/2006 DRAWN E BLAKE DATE 12/2006 CHECKED R MOORE DATE 12/2006 H SCALE AS NOTED V SCALE NONE Locey, WA . Seattle. WA . Solem OR 8TH STREET BRIDGE REPLACEMENTS Q1 ~ ~ ~ exeltech ~ Exetteeh Consulbng, Ine 2590 Willamett. Dr NE Lacey, WA 98516 Phone, 360,3578289 Fax 360 357 8225 PUBLIC WORKS DEPARlMENT CITY or PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 REMOVAL ITEMS llilIE.. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED OF . . ~- ~ ~ ~ ~ 0> ,,- C) I ~ I c; ~ " ., ~ C) I ~ 9- ~ .go ! 1l. 0 !i ! fi, ~ I .l! 2" .<1 . 0 .go J; .. ~ '" t; ., ~ OJ . '" 0 " ~ ~ ., ~ ~ C) ~ "- CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 NO DATE QUANTITY TABULATION TRAFFIC ITEMS w w :s '" w '" en '" Iz- IzN ~~ 6 w z z u ~ z ~ ~5 :::i :::i [.: ~w Ww ~~ u w ~30 en 8~ ~~ z 8'" w z "- en ~~ ~~ ~~ a:: <Du ~ 0 :::i 0 Ow ~ Iz~ ~ tn ....0 "'z 0.... Iz~ z=>:5 GENERAL NOTES Iz ~~ u:::i "-", "-", "-z ~~en w w< 0 U OW OW ~w w9 Z ~<D w ~ ~ ~ ~ w'" w"" J=!~ - ~en Eii!' w .... en'" ~~ w w '" w'" z ~~ ~ u=> ~ ~ "- ~ u 83: w u "- "- w "- "- en SHEET STATION LF LF LF. L.F. EACH S.F HUNO HUNO. LF EACH S.Y L.F. Cl 6+00.00 TO 13+00 522 40 215 054 C1-C4 6+00 00 TO 30+00 2000 12 C2 13+00 TO 1 6+00 1000 200 050 C3 16+00 TO 24+50 360 40 290 073 C4 24+50 TO 30+00 65 114 92 4 460 290 073 C5 30+00 TO 35+00 1000 200 0.50 C6 35+00 TO 42+15.50 223 120 110 4 560 4.10 1.03 PI 10+20 TO 12+05 RT 203 131 PI 12+00 TO 12+11 LT '" RT 24 PI 19+69 TO 19+60 LT '" RT 24 PI 19+79 TO 20+90 RT. 111 65 PI 19+60 TO 21+03 LT 125 100 P2 27 +56 TO 26+60 RT. 101 60 P2 26+49 TO 26+60 LT 19 10 P2 26+61 TO 26+72 LT '" RT 24 P2 36+20 TO 36+55 RT. 14 P2 36+30 TO 36+41 LT '" RT 24 P2 36+41 TO 36+20 LT 160 140 P2 36+41 TO 36+20 RT. 160 135 TC03 MARINE ORNE 940 110 5 TS04 PINE CUTOFF Ius 101 145 25 200 AS SRl17 11+66 TO 16+60 2075 PROJECT TOTAL 919 306 6296 417 13 1040 16.05 403 2200 12 655 96 DESIGNED S GRAFF DA TE 12/2006 DRAWN E BLAKE DATE 12/2006 CHECKED R MOORE DATE 12/2006 H SCALE AS NOTED V SCALE NONE lacoy. WA . _ WA . Salom. OR 8TH STREET BRIDGE REPLACEMENTS Q2 ~ ~ Exettech Consultmg. Inc PUBLIC WORKS DEPARlMENT CITY OF PORT ANGELES 2590 Willamelte Dr NE Lacey, WA 98516 Phone. 360 357 8289 Fa, 360 357 8225 OF exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 TRAFFIC ITEMS REVISION I:1QIE.. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND . . . J 1""",,,- I ""~,: " I I " \ (5) --- - --~ -- -b'E= -- -1- L <:> OJ :::: ~ 154 ~. <:> OJ Q) " <:> 150 ~ W W 0::: ~ (f) I!I~~ :: ~II 1\ ~/ / :l \ II~--'l i /'{\\ EXISTI~~ SOMH ; lh," 1\\ STA1o,176'17jRT: ;\\:i I, \ r 1'( ,~"S~ , I \'-'-,L ~I I i-"'--~- I ! ~ c; ~ 146 ~ <:( :: STA 10H2 2 / 132' RT ca. lYPE l-- --_/ / STA 11+99.0, 19.0' LT RIM EL 14311 IE 1<W90 (8"SW) I /1 I ~~-- =--~.~l~ )_/ T--- ---:.=~ - - -- ~_ -~ I{ i1-.- -'~"---,.--;~ I -==~ J t-' : STA 11 HO.6 cD /:': I I / 132' RT 1 1~ 001 ,I ;..." i / (8'l G; ~ il ! STA 12+17 I, 322' RT _ L __ Y .-_;:;:.=: ~ ~l 1_ _ I / IE 13300 _c:=- ___ Ii /f 1/ /- , -""-?T II 7 ~ ~ (,- ---I' '.<'-..1-, . ~~l-I-- - II \. 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A 10+42.2, 204' RT TY"y \ ~I (jj CONTROL S IRUCTURE ~ - o MEDU FILTER VAU T 11+00 DESIGNED SHAHANA RIZVI DATE 12/2006 DRAI\N' ED GOZUN DATE 12/2006 CHECKED JOHN CUNNINGHAM DATE 12/2006 H SCALE 1" 20' V SCALE 1" 4' FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED . ~ ~ .............. exeltech Locey, WA Seattle, WA Salem. OR LClCHNER I JOO>lR!:S 11 Cl3-0"l' I 10 12+00 r EASEMENT 13+00 , r-- -t-,..-OO 144 140 136 CB ''tYPE RIM EL 1~ .11 '" '''fV.''U \U.:JUJ 132 8th STREET J6 LF 12"' ,\ 0 t. 14 \.V \V Rill f:L 14 .13 IE 1.0..50. 8."JIIE). IE 140.50 12"IIIW) ~.... / ) : --1==:;:. PROFILE AT STA. 11+99.00 Exeltech Consulting, lnc 2590 Wilhametle Or NE Lacey, WA 98516 Phone 3603578289 Fa, 3603578225 I-- ~ - - 13+00 ~.... / I '-.... 14+00 , r '-.."" '" ~ , . , , ,i(1 .I t-;l" /,' I WI,' i J J I j! Ii;' I // WI I ' II ' 1/ 0:::\ \ , I ' :! ,;- \\ I '; ',1'1 i // ! (f) \ I ~ I I ,I, I ,1 ~ f i ,I : 11 I ' - III , 0::: II ! 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STORM SEWER PIPE CD INSTALL 72" DIA ALUMINIZED CMP (PIPE MANIFOLD SYSTEM), SEE DETAIL DWG. 02. SEE STANDARD PLAN B-30.90-00 fOR LADDER AND RISER DETAIL NOT SHOWN CD o @ CONNECT 18" DIA. STORM SEWER PIPE TO EXISTING STORM SEWER MANHOLE INSTALL CATCH BASIN 'tYPE 2-48" PER STANDARD PLAN B-l0 20 00 WITH MANHOLE RING AND COVER. INSTALL 18" DIA. STORM SEWER PIPE CONNECT 18" DIA. STORM SEWER PIPE TO THE PIPE MANIFOLD SYSTEM INSTALL CATCH BASIN 'tYPE 2-72" DIA. WITH flOW RESTRICTOR PER STANDARD PLAN B-l0,4O 00 INSTALL 12" DIA. STORM SEWER PIPE. SEE DWG D6 FOR CONTROL STRUCTURE DETAIL INSTALL MEDIA FILTER VAULT, SEE DETAIL DWG 09 CONNECT 18" DIA STORM SEWER PIPE TO THE MEDIA FILTER VAULT CONNECT THE SLOPE DRAIN HOPE PIPE TO THE OUTFALL PIPE FROM MEDIA FILTER VAULT WITH PIPE COLlAR PER STANDARD PLAN B-60 20 00 SLOPE DRAIN HOPE PIPE TO BE PLACED ABOVE GROUND AND ANCHORED. SEE DWG 010 FOR ANCHOR DETAILS INSTALL ENERGY DISSIPATOR AT OUTFALL _ SEE DWG. 01 0 FOR DETAILS CD (j) o o @ 8TH STREET BRIDGE REPLACEMENTS D1 DRAINAGE PLAN AND PROFILE OF . . . ~' ~ 0\ " o I ~ I C c;, ~ " .., ~ o "J .9- s .s .. " ~ ~ .. 0\ ~ ~ & ~ I " 0: c;- O .s :l ~ &i o " "" ~ .. 11 in 925' 36" DIA RISERS l 18" IN PLAN 50-YEAR DESIGN WS 14132 6' DIA BARREL 100- YEAR DESIGN WS 141 65 WQ DESIGN WS EL 13973 -------~---------------~------------- v _ ~ ~ EL 13618 ~~~ 'b' ~ " " ~ SECTION 12" IN OUTLET CONTROL STRUCTURE CATCH BASIN, TYPE II, 6' DIA ---------------------- in ~ ..., ~ DRAINAGE DETENTION FACILITY 1 SCALE: 1.=8'-0. HYDROLOGICAL ANALYSIS (FOR FUTURE REQUIREMENTS) REVISION BY APPEND STORf.1 PREDEVELOPED ALLOWABLE STAGE ORIFICE PEAK DISCHARGE RELEASE RATES HEIGHT SIZE ~ OF 2-YR o 698 CFS o 698 CFS 230 FT 320 IN STORM WATER QUALITY 1 396 CFS STORM (2-YR) 1 246 CFS 3 55 FT 414 IN 50- YR STORM 2616 CFS 2195 CFS 514 FT 460 IN 100-YR STORM 2874 CFS 3 023 CFS 547 FT 18-INCH (POST DEVELOPED) RISER CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 " 1: '" .c: iii :l q; '" c .. 11 Q. .., 8 ~ o ;::!. Q. NO DATE DESIGNED SHAHANA RIZVI DATE 12/2006 DRAWN ED GOZUN DATE 12/2006 CHECKED JOHN CUNNINGHA~ DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE PROJ NA~E ALL DI~ENSlONS ARE IN FEET UNLESS OTHERWISE NOTED WEST END TUMWATER CREEK BRIDGE ~ exeltech Exeltech Consulbng, Inc 2590 Wilhometle Dr NE Locey, WA 98516 Phone 360 357 8289 Fox 360 357 8225 ~ 18" OUT -% I MATCH r EXISTING -------- --------==----- ----- I I I I I I I I PUBLIC WORKS DEPARlMENT CITY OF PORT ANGELES LeiCHNER 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 lacey, WI. Seatue. WA . Solem. OR 6' 10 ...., ~ a '<D <Xl a EL 14218 TOP OF RISER EL 14132 o ORIFICE #3 4 60" EL 14018 118" RISER ORIFICE # 1 3 20" EL 13468 EL 13268 CONTROL STRUCTURE SCALE: 1.=2'-0. 12' LANE 10' NO PARKING 55' 5' PLANTER SIDEWALK CEMENT CONCRETE CURB AND GUTTER I S=20%, MAX 82' 123' SECTION 8 SCALE: 1.=4'-0. STA 10+94.55 8TH STREET BRIDGE REPLACEMENTS D2 DRAINAGE DETAILS OF . . <::> '" 'l:' ~ ~ <::> <::> ., " <::> I ~ I C ~ " ., ~ <::> I ., ~ l! ;!. :l '" " ~ ~ ~ ~ ~ ~ 1i, ;;; ~ 1 " ~ 2 ~ " " .g> ~ '" " ~ i;; .., ;<; " " . 0; '" ~ "< 1:: 0 11. ., g :3 <::> ~ 11. "- '\ \ I / , STA. 18+25 / 45.0' LT. ~ EASEMENT ! : ! ! II I''': : I 1:1 I I C8, TYPE 1 [: ' III ': I I / ~~ JC+1~~Oi2 197' LT I ( I ,j; ~I ,/ ! I------,L~ ~~ (8"SW OllT) , ~./ J I I: ,.2" I ~-- -- ---- - - ---------- --, i\ vA/~ ~ - ,,"'- v ,-- -- ,-JI "7 'I -...........: - \_- \ ~-~ ,- \-" j f.- ......... '-- I I ,f . I-"'". -. . '- _j I I '-~ ;P- I "( ~ - - ~ - - - 11 --- ~~ - E:- - -HI' EJ Tf:~~ .STA ~"" .h_. --I-~~/~~bL _c- -'1 'I \ ~oo ~ i ,~\! I I / 122' RT 21+00 \ ~ I Ij: I '~~I I / ~\- - - --;=- - - - -- - - - .0.... - - - - _ rl: ,\ \ ! ;:1 0 J I, Il --:J u ~ 1P-1i~j,~ J -~ ~--~ 'U 9 / -1- - -:--......::.. AD n 7/ 0; / STA 19+66.0 334' R'P IE 13228 I ---/ -- -;-~, - r/ \ A\ \ C--~~1r- rF=---------,: -- -~ ,:..: STA 20+193 I \ STA 20+75 3 ""'~ ---'-;::-< i' 27.2' RT r-' 27 O' RT. I' I i l .~ ===='1 I ' 'I I r \, I J ~::.:" \ \~ I 'I --1 ( ',,,", L ' ._==-.1 : I (I ' I, 'f._ '-=> In 10 \,.{O),.l -- "".- /'-["7 'I -~ -\----- .~~ / 'b 1. l (2)@ 00 1 ( I I I ,,~ j -;.~- /// II ./ / ...J 1// )1 'I / I ~ 1<< ---~il 140 [l \\1 rfl EASEMENT 144 36 w_ 140 136 ce. 1'IPt "'.. ~~ .'.... IE 140.12 (Il"SW) ~o .42" (if 136 CB.TPEl -RIM E 143,22 IE 13 .55 (8"NE) IE 13 .55 (l2"St) 132 132 PROFILE AT STA. 19+84.00 152 MEDL FU..TER VAU T STA 9+98.~ 24 p' RT RIM L 143/J MEDIA LTER VAULT STA 20 04.5;1 24.2' In RIM EL ct3:k. ,>_n,>" C'T' ""cn "A" "T 1M EL 143. 4 E 135.39, lr'1' 1N (SE) E t35.3~. 1 " 0ttT (NW) - ST,6 0+443 166' RT, RIM 14374 STA 0+44 3, 22 . RT ~IM:.L fJ:J 148 144 ! U:l, I Yl't Sf A 1S+84. . lB,7' RT RIM El 143 2 IE 139 55 ~ 2"NE) IE 139 55 { 2"5E1 -~ I 34" DIA..... I~ r--I--ACCESS -- 1\,5} RISER ,... EXIS NC- GRO t>JD - _ J -- ~ -~ - - ~ 140 136 EXISTING / vr:: - - I \~ \~ AGE DffiNTI)N GROUNO '\ I - - I..-Y" DRAlt i\CILTTY 2 \t35lfl"~ ...... 0 ~'fl:; @1.90\~ -1 v .......... If.' lf 12'" <<I 157% ~ 4'~' < A 20+19.3.20.2' RT ~- 8 I 13539 (1 0lJT} V ~ - '- CONTRO STRlfCTURE St 19+95.8.,,~ .3' Rt \ I....... 4 12"11 @ .50% lE 32.90 {12"C lIT) L MEDIA fiLTER VAUL 0 20+00 21+00 132 "If"" '.,m. HOPE PI E 12" {)IA 19+00 CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 NO DATE DESIGNED SHAHANA RIZVI DATE 12/2006 DRAWN. ED GOZUN DATE. 12/2006 CHECKED JOHN CUNNINGHAM DATE 12/2006 H SCALE 1"-20' V SCALE: 1" 4' FILE PROJ NAME AU DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED .., ,9,' ., ;tala '\ IaPIRES 11 07 LeiCHNER ~ ~ ~ exeltech Exeltech Consulting. Inc 2590 WllhomeHe Dr NE Lo<ey, WA 98516 Phone 360357 8289 Fox 3603578225 Locey, WA Seattle. WA Salem, OR REVl SION BY APPEND ~ I I I I' :1'1' i I',: I 1;'-:- --- - - ~\ I I t \ , - -----.] , ! J' ,~- - ~ --+--.----- - ~~-t--- ., \. \ / ; 1 -- -,.- -- / 11--=:r:==~---7 -i!:=t--- I I, \ , k, ,--j"'j '\-.4-' ..0/ .'r 8th -- I~ ,W , e:::: 1m II : I I I I : I \ II \ .~ ~7 -----'F---- '}: ~~~'-~. =-- ,-:>', -- I r -- - - - , I I I 22+00 , I I I /T'~ I \ v..xIrl -- ~ ',- >3~~=~ \ I ------- \,~ II 1./1 I', 1'~ I e:::: I~ 'w u 22+00 PUBUC WORKS DEPARTMENT CITY Of' PORT ANGELES 321 EAST 51H STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 \ \ STREET \. \ 1- ....' 23+00 23+00 DRAINAGE NOTES CD CD INSTAlL CATCH BASIN lYPE 1 PER STANDARO PLAN 8-5 20 00 INSTALL 12" 01A. STORM SEWER PIPE INSTAlL CATCH BASIN lYPE 1 PER STANDARD PLAN 8-5.20 00 INSTALL 12" 01A. STORM SEWER PIPE o INSTAlL 72" OIA. ALUMINIZED CMP (PIPE MANIFOLD SYSTEM), SEE DETAIL OWG D4. SEE STANOARO PLAN 8-30.90-00 FOR LADDER ANO RISER OETAlL NOT SHOWN CD CD CONNECT 12" DIA. STORM SEWER PIPE TO THE PIPE MANIFOLD SYSTEM INSTAlL CATCH BASIN lYPE 2-72" DIA. WITH FLOW RESTRICTOR PER STANOARO PLAN 8-10 40 00 INSTALL 12" OIA STORM SEWER PIPE. SEE DWG 06 FOR CONTROL STRUCTURE DETAIL INSTAlL MEDIA FILTER VAULT, SEE OETAlL OWG. 09 CONNECT 12' DIA. STORM SEWER PIPE TO THE MEDIA FILTER VAULT CONNECT THE SLOPE ORAlN HOPE PIPE TO THE OUTFALL PIPE FROM MEDIA FILTER VAULT WITH PIPE COLlAR PER STANDARD PLAN 8-60.20.00 SLOPE DRAIN HOPE PIPE TO 8E PLACED ABOVE GROUNO AND ANCHORED. SEE DWG. Dl0 FOR ANCHOR DETAILS INSTALL ENERGY OISSIPATOR AT OUTFAlL. SEE OWG. 010 FOR OETAlLS o 0) o 152 148 144 140 136 132 128 8TH STREET BRIDGE REPLACEMENTS D3 DRAINAGE PLAN AND PROFILE OF . . . <:> ... 0; e o oS E ~ ~ " <:> I :::J I o c;; k ." ., ~ <:> .,! ~ " 9- " o ~ ! i!l. ~ e ~ 5, ;; ~ I ~ 2 ~ ~ ~ &i l 12" IN 12" OUT 50' 11 in OUTLET CONTROL STRUCTURE CATCH BASIN. lYPE II, 6' DIA. 6' orA 36" DIA. RISERS BARREL PLAN 100- YEAR DESIGN WS 140 05 EL 13489 SECTION ~ DRAINAGE DETENTION FACILITY 2 SCALE: '.=8'-0. HYDROLOGICAL ANALYSIS STORt.! ~ OF 2-YR STORt.! WATER QUAUTY STORt.! (2- YR) 50- YR STORt.! 100-YR STORt.! ;; ~ CALL 48 HOURS oS BEFORE YOU DIG ~ 1(800)424-5555 'll '" c "< a 0.. ., ~ ~ <:> ~ 0.. NO DATE PREDEVELOPED ALLOWABLE STAGE PEAK DISCHARGE RELEASE RATES HEIGHT ORIFICE SIZE 103 IN, o 071 CFS 0073 CFS 310 FT 0142 CFS o 269 CFS o 296 CFS 0,112 CFS 333 FT o 225 CFS 5,04 FT. o 406 CFS POST DEVELOPED 5 16 FT 205 IN 12-INCH RISER REVISION DESIGNED SHAHANA RIZVl DATE 12/2006 DRAWN ED GOZUN DATE 12/2006 CHECKED JOHN CUNNINGHAM DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND EAST END TUMWATER CREEK BRIDGE ~ ~ ~ exeltech Exeltech Ccnsulbng, Inc 2590 Wilhomelle Dr NE Locey, WA 98516 Phone 360 357 8289 Fox 360357 8225 locey, WA . SeottJe. WA . Salem, OR LCCHNEI=I ~ 6' I D -.... CO o TOP OF RISER EL 13992 o ORIFICE 2 2 05" EL 13845 SHEAR GATE 12" RISER I ORIFICE U1 1 03" EL 13339 CONTROL STRUCTURE SCALE: '."'2'-0. 12' LANE 8' MATCH I r- -=- -=- EXISTING - _ I ---- I I 8' 14' 3' SECTION SCALE: '.-4'-0. STA 20+44.79 -,.... '" o EL 14089 EL 13139 9' PLANTER CEM ENT CONCRETE CURB AND GUTTER 5' SIDEWALK S=2 0%, MAX 14' r NEW SANITARY c:5 SEWER LINE PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS D4 321 EAST 51H STREET POBOX 1150 PORT ANGELES, WA. 9B362 PHONE (206) 457-0411 DRAINAGE DETAILS OF l- I W . I W ~ 0:::: I- (f) !l' W ~ Z - a... Ih'vI . . Cl '" :::: ~ 152 ~ <c Cl ., " Cl I ~ 148 is ~ " ., ~ Cl .,.} '" ~ 9- ~ .g. ! 1l. ~ :i ~ ;,; -Il I ~ ~ 8 .9- :l .go di 144 140 136 132 128 26+00 ;; ~ CALL 48 HOURS oS BEFORE YOU DIG ~ 1(800)424-5555 ~ '" <: "< ~ ~ ., ~ 5?- g ~ "- NO DATE 8th I STREET 7+0 , \ I'- I 0 v I I D~E- :::, ~ R,YJ I\T ~ -D.. 28+00 STA 28+19.5 STA 27+63 6 17 ~ RT (113 \ (6) /176' RT UP" I ~" Ll"'~v/~ AI'!'" ,'L.f^. I ~ m\ Xl I I REVISION BY APPEND 27+00 7 \ , STA 28+195 / G \ 32.6' RT \ STA 27+63.6 32.6' RT - -l I ~ tB lYPt 2-72: STA 28+ 5A ~5' R RIM EL 1 362 ll\ !~ ~~~~. l~:: ~JN t ST 27+94.3 I? l' RT RQ EL 144.35 ~ 27+94.3. 8.t' RT Rl, EL 144.23 -~- I EASEMENT C8. lYPE 1 STA 28+58 O. 18.7' LT RIM EL 143.09 IE 140.00 (8"SW) I h / I ~'i.. - --.., 1U ~ ~ ~ '-I CD ~ ~ : ~ ~ ii I 2 :;; U'l I ~~~~i __ /'\ A: -;r I ~ ~ EASEMENT 29+00 , ~ / .~ ~ )fA 28+77.5. 33.8' RT E 13220 I I I I 1 EDIA FlUE VAULT ~TA 28+34, ~.5 RT rIM EL 143 9 MEDIA fI ER VAuLT "TA ?R RIM EL 1 3 43 CB, TYPE 1 STA 28+58.0. 11 7' RT RIM EL 143 09 JE 1 9.57'll2"N I) 'n.~ >~~,,~, ~ 34" fllA.__ I - ACCESS RISER 39 . It:- @ 1. \)IW~ ~,OOtNfIIN~ ~ - il F ClUlY 3 I" ~ -- po= Q) /....... vdl/ S A 2!H20 0, 29 6' RT / \V ,., (9 '-r ~~~R: 7 / @ MEDL fiLTER VAJJ ~ ~ 28+00 DESIGNED'SHAHANA RIZVI DATE 12/2006 ORAWN EO GOZUN DATE 12/2006 CHECKED JOHN CUNNINGHAM DATE 12/2006 H SCALE 1"=20' V SCALE 1"=4' FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED .onl , Of",..~ '!'i~ ,1 I DPIJaS 11-03-07 I I ' 12"~ \ (jl %--. P \/ EXIS1ING .1/ \ GROUND (2) r-~ ~5i~~ \ I~ i"- 34. LF 12'~\ I~ ~ \'\ iJ (2) VSTA 28+44 p, 28 8' RT IE 132.93 Q/ ~- --...... exeltech locey, WA Seattle WA Salem OR V LOPE DRAIN HDPE IPE 12" OIA 29+00 Exeltech Consulting, lnc 2590 Wllliomette Dr NE Locey. WA 96516 Phone 3603576269 Fox 360 357 6225 LClCHNER ~ / \ / / / I ~ STA 31+03 9 190' LT "- ~ ~ ( 31+0 , ......... ,/\ ) ...., (" I / 144 -== - J -=- - / I 144 I I -j - - 37 LF 12"~ 140 I \.\ @ 1. 0% ft 1m - (!) ~h "-- r-- 1 + 136 1[""140: 1 :'(8"5) C8.lYPl I RIM EL 43.09 _ IE 1395 ~8"N) IE 1395 12"W) 132 140 136 132 PROFILE AT STA. 28+58.00 30+00 31+00 DRAINAGE NOTES CD CD INSTALL CATCH BASIN lYPE 1 PER STANDARD PLAN 8-5 20 00 INSTALL 12" DIA STORM SEWER PIPE INSTALL CATCH BASIN lYPE 1 PER STANDARD PLAN 8-5 20.00 INSTALL 12" DIA. STORM SEWER PIPE INSTALL 72" DIA. ALUMINIZED CMP (PIPE MANIFOLD SYSTEM). SEE DETAIL DWG. D6. SEE 8-30 90 00 FOR LADDER AND RISER DETAIL NOT SHOWN CONNECT 12" DIA. STORM SEWER PIPE TO THE PIPE MANIFOLD SYSTEM INSTALL CATCH BASIN lYPE 2-72" DIA WITH FLOW RESTRICTOR PER STANDARD PLAN 8-10.40.00 INSTALL 12" DIA STORM SEWER PIPE. SEE DWG D6 FOR CONTROL STRUCTURE DETAIL INSTALL MEDIA FILTER VAULT. SEE DETAIL DWG. D9 CONNECT 12" DIA. STORM SEWER PIPE TO THE MEDIA FILTER VAULT CONNECT THE SLOPE DRAIN HDPE PIPE TO THE OUTFALL PIPE FROM MEDIA FILTER VAULT WITH PIPE COLLAR PER STANDARD PLAN 8-60 20 00 SLOPE DRAIN HDPE PIPE TO 8E PLACED ABOVE GROUND AND ANCHORED SEE DWG. Dl0 FOR ANCHOR DETAILS INSTALL ENERGY DISSIPATOR AT OUTFALL. SEE DWG. Dl0 FOR DETAILS o CD CD CD o CD 152 148 144 140 136 132 128 PUBUC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS D5 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 DRAINAGE PLAN AND PROFILE OF . . . " .. '" " E '" ~ E ~ '" '" " " I ~ I C 0; ~ " ., ~ .d ~ " 9- ~ ~ ~ ! ~ '" ~ ~ ~ ;;; -Il ~ ~ g ~ ~ ~ '" :!1 <l; II 50' in L 36" DIA RISERS PLAN 100- YEAR DESIGN WS EL 139.67 EL 14084 EL 13484 SECTION ~ 6' DIA BARREL lUU~ OUTLET CONTROL STRUCTURE CATCH BASIN, TYPE II. 6' DIA WQ DESIGN WS 2 50' EL 13795 ---1-F DRAINAGE DETENTION FACILITY 3 SCALE: '.=8'-0. HYDROLOGICAL ANAL YSIS STORM PREDEVELOPED ALLOWABLE STAGE' ORIFICE PEAK DISCHARGE RELEASE RATES HEIGHT SIZE ~ OF 2-YR o 066 CFS o 067 CFS 304 FT 100 IN STORM WEST END VALLEY CREEK BRIDGE WATER QUAUTY STORM (2-YR) 0131 CFS o 082 CFS 311 FT 50- YR STORM 0248 CFS 0197 CFS 472FT 197 IN 0273 CFS o 362 CFS 483 FT 12-INCH 100- YR STORM POST DEVELOPED RISER ;; ~ CALL 48 HOURS .c: BEFORE YOU DIG ~ , (800)424 5555 -ll go "" , o <4 ., ~ ;? .., " " ~ <4 NO DATE REVISION DESIGNED SHAHANA RIZVI DA TE 12/2006 DRAWN ED GOZUN DA TE 12/2006 CHECKED JOHN CUNNINGHAM DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND ~ ~ ~ exeltech lDcey, WA . Seattle, WA . Solem, OR LClCHNER Exelleeh Con.ulling, Ine 2590 Wllhometle Or NE Locey, WA 98516 Phone 360357 8289 Fox 3603578225 ~ TOP OF RISER EL 13956 6' 10 ----------- -- ------- -- o ORIFICE 2 1 97" EL 13834 '", '" EL 14084 EL 13134 CONTROL STRUCTURE SCALE: '.=2'-0. 6' LANE 14' LANE I I MATCH EXISTING I _ _ ~11-~G CURB LINE r--========= I 1750' PUBUC WORKS DEPARTMENT CITY Of' PORT ANGELES 321 EAST 51H STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 SHEAR GATE 1 2" RISER ORIFICE #1 1 00" EL 13334 ~fLE~TJg~o. ~ STA 27+94.9' 85' 5' PLANTER SIDEWALK CEMENT CONCRETE CURB AND GUTTER S=~ MAX L 100' 8TH STREET BRIDGE REPLACEMENTS D6 DRAINAGE DETAILS OF . . . .... ',- '\ '\ '\ '\ \. "- \. '\ '\ \ ~~ \ ~- - - - - - :" =~ ~~-- -..l/ ~-=-- _ _ _ _ _ _ _ _-=---=--=--=--=--=--1L _ I~~~ STA 35+390 r.:-.. 36+00 : ~ .. n' OT \. 9 J I I ~ ~ STA 36+121 327' RT : I ~~;9; IE 12985 _ _ ~_ _ ~ _ 1--: 2 "" -Y i ~ _ "'", \ I ~~~ ~ I @.......... 'r--=- /J -"- / I I \ AI( ct@5 0 \ 51 36+886 ,r ^' \ .-3d RT / \ 144 ~ 11) A ~ 140 1:\ --- <:> " ::: e ~ E o ~ '" ::, 144 <0 " c '" ~ " ~ ,.,! 3- .. ~ . .g t ~ . '" s ~ ! 6, ~ " I . ~ 8 ~ ~ '" " t '" ~ 0. '" g 8 o ~ 0. NO DATE 144 140 136 __ ___ 132 148 140 136 132 128 124 35+00 Lfj': 1 ,os~l--=r=0i b / ~~ 'I I I , I I I , -,)-1 ? - C8. TYPE 1 / STA 36+4 6. 8. L LT RIM EL 1 3.05 IF 139.59 (8"SW) / II ,,-= / 37+00 I STA 36+88 ~ (3) 164' RT ~ n / I 'Jf. STA 37+37 1 162' RT --- I \ l \ STA 37+371 31 2' RT EASEMENT ,.... ////~ - _ (D( 36 LF 12" I 0164% 0 '(if M ~_. ,2: ~ . 136 C8. TYPE 2-72" STA. 36+83 6. 27 3' RT RIM EL 142.50 IE 13378 12" IN (NE) IE 133 78. 12" OUT (sw) STA. 37+102. 208' RT RIM EL 14229 STA. 37+102. 268' RT RIM EL 14217 Q) ~ STA. 3l1t4 6. 1111 LT RIM EL 14 05 _ IE 1~.59 l8"sw) MEDIA FILTER VAULT STA. 36+61.3. 254 RT RIM EL 14277 STA 36 3.6. 18.2 T RIl,l EL 305_ IE 13~~ (It'NE) IE 139.u1 (1t'S[) 132 PROFILE AT STA" 36+43.6 MEDIA FILTER VAULT STA. 36+56 4. 25 4 RT RIM EL 142.82 38+00 ~ f : ; ~--- ::r:: u 39+00 . f\lJ~ /\ ~ '- ~ ~tS~ r EXIST~G 1/ ~--f- ~---- ------ ~!/ T >D / O~ EXISTIN / GROUN / J / 34" DIA.-- VACCE'S 0,""0 -.. I V SLOPE D~AlN HOPE PIP 12" DIA.~ It 19 ~ r-< 4Ltl"f " @ 4 25 : -- ____ ~~---" '" @ 1.61% :xv ~ r-:<7 /~ '- \:::'CO IlROl STA 36 89.0, 27,2' T \.0 \ ST1 UCTURE IE 133 8. 12" OUT ~ MEDIA LTER VAULT CD . . ~ CALL 48 HOURS '" BEFORE YOU DIG ~ 1(800)424-5555 ~ '" < '" - - ..J.f I, --..., '8 14 D ~E om IITION FACIUlY 4 CD 53 If 11' TA 36+6S- S. 27 5' RT t 131.30 36+00 37 +00 REVISION DESIGNED SHAHANA RIZVI DATE 12/2006 DRAWN' ED GOZUN DATE 12/2006 CHECKED JOHN CUNNINGHAM DATE 12/2006 H SCALE 1"=20' V SCALE 1" 4" FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Ki)'1t'K1. of ~., ~ I~. .~ EXPIRES 11 03 lacey, WA. Seattle. WA . Salem, OR LOCHNER .0/ ~ ~ exeltech BY APPEND 38+00 Exeltech Consulting. Inc 2590 WllhameHe Or NE Locey, WA 98516 Phone 3603578289 Fox 3603578225 ~ 8th STREET 39+00 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 ~ ~ I 40+00 DRAINAGE NOTES CD INSTAlL CATCH BASIN TYPE 1 PER STANDARD PLAN 8-5.20 00 INSTAlL 12" DIA STORM SEWER PIPE INSTALL CATCH BASIN TYPE 1 PER STANDARD PLAN 8-5 20 00 INSTAlL 12" DIA. STORM SEWER PIPE CD INSTAlL 72" DIA. ALUMINIZED CMP (PIPE MANIFOLD SYSTEM). SEE DETAIL DWG D8 SEE STANDARD PLAN 8-30.9000 FOR LADDER AND RISER DETAIL NOT SHOWN CD CD CD CONNECT 12" DIA. STORM SEWER PIPE TO THE PIPE MANIFOLD SYSTEM INSTAlL CATCH BASIN TYPE 2-72" DIA. WITH FLOW RESTRICTOR PER STANDARD PLAN 8-10 40 00 INSTAlL 12" DIA. STORM SEWER PIPE. SEE DWG. D6 FOR CONTROL STRUCTURE DETAIL INSTALL MEDIA FILTER VAULT. SEE DETAIL DWG D9 CONNECT 12" DIA. STORM SEWER PIPE TO THE MEDIA FILTER VAULT o CD o CONNECT THE SLOPE DRAIN HDPE PIPE TO THE OUTFALL PIPE FROM MEDIA FILTER VAULT WITH PIPE COLLAR PER STANDARD PLAN 8-60 20 00 SLOPE DRAIN HDPE PIPE TO 8E PLACED ABOVE GROUND AND ANCHORED SEE DWG D10 FOR ANCHOR DETAILS INSTAlL ENERGY DISSIPATOR AT OUTFAlL. SEE DWG. Dl0 FOR DETAILS 148 144 140 136 132 128 124 8TH STREET BRIDGE REPLACEMENTS 07 DRAINAGE PLAN AND PROFILE OF . . . c ... or ~ ~ ~. ;:!: ::' " c ~ I C '" . "0 ., ~ c J .9- s % '" :!l ! ~ '" .!; . e .9- < ~ ~ "0 I o ~ C C ~ ~ f 12" IN l OUTLET CONTROL STRUCTURE CATCH BASIN, TYPE II, 6' DIA 36" DIA RISERS DRAINAGE HYDROLOGICAL ANALYSIS STORM ~ OF 2-YR STORM WATER QUAliTY STORM (2-YR) 50-YR STORM 100-YR STORM .. ~ CALL 48 HOURS "" BEfORE YOU DIG ~ 1(800)424-5555 .. '" < <{ c o Q. ., ~ ;;. .., c c ,. Q. NO DATE PREDEVELOPED AlLOWABLE STAGE PEAK DISCHARGE RELEASE RATES HEIGHT ORIFICE SIZE 110 IN 0081 CFS 0081 CFS 271 FT 0163 CFS o 308 CFS o 339 CFS 0131 CFS 310FT 0244 CFS 510 FT o 430 CFS POST DEVELOPED 5 23 FT 200 IN 12-INCH RISER 425' 11 6' DIA. BARREL PLAN 100- YEAR DESIGN WS EL 13837 EL 13314 SECTION @ DETENTION FACILITY 4 SCALE: 1"=8'-0" EAST END VALLEY CREEK DESIGNED SHAHANA RIZVI DA TE 12/2006 DRAWN ED GOZUN DATE 12/2006 CHECKED JOHN CUNNINGHAM DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED locey, WA . SeGttIe. WA. . Solem. OR LClCHNER REVISION BY APPEND 0" ~ ~ exeltech '", BRIDGE Exeltech Consulting, Inc 2590 Wllhomelte Dr NE Locey, WA 98516 Phone 360 357 8289 Fox 360 357 8225 ~ 600' I D ;...... -0 " en o 0 TOP OF RISER EL 13824 ORIFICE #1 1 10" EL 131 64 EL 13914 EL 12978 CONTROL STRUCTURE SCALE: 1"=2'-0" 12' LANE 115' PARKING MATCH EXISTING ======== 15 DO' ~C~~~t~~O" rB\ STA 37+10.40 r:::::J 650' SIDEWALK CEMENT CONCRETE CURB AND GUTTER S=~AX PUBLIC WORKS DEPARlMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS 08 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 DRAINAGE DETAILS OF GENERAL NOTES . I) STORMFILTER BY CONTECH STORMWATER SOLUTIONS, PORTLAND, OR (800) 548-4GG7, SCARBOROUGH, ME (877) 907-8G7G, ELKRIDGE, MD (8GG) 740-3318 2) FILTER CARTRIDGE(S) TO BE SIPHON-ACTUATED AND SELF-CLEANING STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER OF CARTRIDGES ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW 3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858 DETAIL DRAWING REFLECTS DESIGN INTENT ONLY ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING 4) STRUCTURE AND ACCESS COVERS TO MEET AASHTO H-20 LOAD RATING 5) STORMFILTER REQUIRES 2 3 FEET OF DROP FROM INLET TO OUTLET IF LESS DROP IS AVAILABLE, CONTACT CONTECH STORMWATER SOLUTIONS G) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR PRECAST STORMFILTER VAULT EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT CONTECH STORMWATER SOLUTIONS FOR OTHER OPTIONS 8) ANTI-FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF THE STRUCTURE 9) ALL STORM FILTERS REQUIRE REGULAR MAINTENANCE REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION BALLAST (SEE NOTE 8) ALTERNATE PIPE LOCATION (TYP) (SEE NOTE G) COUPLING (TYP) (BY CONTRACTOR) INLET PIPE (SEE NOTES 5<1:G) OUTLET PIPE (SEE NOTES 5<1:G) G' X I 2' PRECAST STORMFILTER DATA STRUCTURE ID WATER QUALITY FLOW RATE (efs) PEAK FLOW RATE (efs) RETURN PERIOD OF PEAK FLOW ( rs) # OF CARTRIDGES REQUIRED CARTRIDGE FLOW RATE (15 OR 75 m) MEDIA TYPE (CSF, PERLITE, ZPG) PIPE DATA I E INLET PIPE # 1 * INLET PIPE #2 * OUTLET PIPE * 30"0 FRAME AND COVER (TYP) (SEE NOTE 4) 'A'ST o 118 0235 91 YR 8 CEDAR ST 0112 0225 91 YR 7 PINE ST 0082 0/97 91 YR 5 CHERRY ST o 131 0244 91 YR 8 I> b, I> I> t> I> b, BAFFLE WALL FLOW SPREADER 6' X 12' STORMFIL TER - PLAN VIEW G) MATERIAL * * * DIAMETER * * * * SEE PLANS BALLAST (SEE NOTE 8) RIM 30"0 FRAME AND COVER (TYP) (SEE NOTE 4) " j HEIGHT WIDTH --J---j xxx XX YfLOW ~ . .. '" 01 ~ ~ E' o :2 S'! '" <> I ~ I o <> ~ " '" ~ <> oi <> "i 9- ~ o ~ ~ .<9- So .!; . ! o '" ~ I ~ 2' ~ ~ o ~ .!i xxx XX' UNDERDRAIN MANIFOLD ~ 6' X 12' STORMFIL TER - SECTION VIEW CD LADDER ANTI-FLOTATION BALLAST YES HEIGHT N/A FLOW SPREADER (TYP) NOTES/SPECIAL REQUIREMENTS 5'-G" 4'-G" MIN (SEE NOTE 7) <> ~ ,.- . .' . ll..... :.. _. :, PERMANENT POOL G' STORMFILTER CARTRIDGE (TYP) (SEE NOTE 2) UNDERDRAIN MANIFOLD HFPROPuCEt },110~' ..~I~......r...u ~~~;"!I!! i ;;.~: ! ~TORMWATE~ -___ --.--=-----SOLUTIONS,~ 6' X 12' STORMFIL TER - SECTION VIEW ~ ';. " " .... t 12' contechstormwater com ~2006 CONTECH Stormwater Solutions 6' X 12' STORMFIL TER - TOP VIEW CD mE ST~RMWAIEH \f.\1>.'.GEm';,\T Sto!"mFllter U S P.\TE;>' r ~;o. 5,~22,62g, :\0. 5,707,527, ';0. 51027,83:1, No. ;;,32.1,570. ,\ 'ilJ 01'l:lER US \ND r'OREIG:i P.\TE~ IS PENDL'IG .. ~ CALL 48 HOURS s BEFORE YOU DIG ~ 1(800)424-5555 ~ '" o "< . DESIGNED G WILlHELM DA TE 12/2006 DRAWN.ED GOZUN DATE 12/2006 CHECKED JOHN CUNNINGHAM DATE 12/2006 H SCALE V SCALE FILE PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED ~ ",-- ~ exeltech 8TH STREET BRIDGE REPLACEMENTS D9 Exellech Consulting, Inc 2590 Wilhomette Dr NE Locey, WA 98516 Phone 360357 8289 Fox 3603578225 ~ 1; 0. '" ~ ~ g ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE. (206) 457-0411 Lacey, WA . Seattle, WA Salem, OR DRAINAGE DETAILS Of LClCHNEI:I 0. NO DATE REVISION . . .... '" ~ ~ ~ of o '" C> <ti " C> I ~ I c; t> ~ " ., ~ C> ti ~ ~ g. ~ .go ~ So !; ~ ~ ~ ~ -8 ~ ~ 2 ~ ~ . .go Ji . ~ 0. ., ~ ~ ~ C> ~ 0. '0 <0 NO. DATE 30' 3/4" DIA SMOOTH ROUND BARS EQUALlY SPACED BARS SHAlL BE WELDED TO UPPER '" LOWER BANDS 4"-8" QUARRY SPALlS/RECYCLED CONCRETE OR UGHT LOOSE RIPRAP I>S REQUIRED SPUTTER BLOCK (COMMERCIAl CONCRETE) . ~ CALL 48 HOURS "" BEFORE YOU DIG ~ 1 (800)424-5555 . .. '" <: "< '0 '" 48" DIA. lYPE 1 MANHOLE ELEVATION NOT TO SCALE 4- r DIA. WEEP HOLES 150' = ROW 15 PLAN NOT TO SCALE DESIGNED S GRAFF DATE 12/2006 ORAI'IN E BLAKE DATE 12/2006 CHECKED I GOLLER DA TE 12/2006 H SCALE AS NOTED V SCALE NONE REV! SION I:IQIE.- ALL DHAENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND E t SF ] LOWER BAND -U- .~ PLAN NOT TO SCALE 36" UPPER BAND ,'" ,., ,., 4 - 9/16" HOLES EQUALlY SPACED SO" ELEVATION NOT TO SCALE _0/ ~ ~ exeltech ~ Exe~ech Cansulling, Inc, PUBUC WORKS DEPARTMENT CITY or PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 ENERGY DISSAPATER DETAILS OF 2590 Willamette Or NE Locey, WA 98516 Phone' 3603578289 Fox' 360 357 8225- Lac.y, WA . Seattle, WA . SaIom, OR 3/4" OIA SMOOTH ROUND BARS EQUALlY SPACED (4" 0 C MAX) 3/4" DIA. BAR 1/2" PLATE ENTRY GATE DETAIL NOT TO SCALE LOWER BAND 6' GAlVANIZED ," POST 11 GUAGE TWISTED GALVANIZED WIRE OR METAL BANDS '0 , N 9 '" ELEVATION NOT TO SCALE ISOMETRIC VIEW - PIPE ANCHOR NOT TO SCALE NOTES: ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36 2 STEEL DEBRIS CAGE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 (AASHTO Ml11) 8TH STREET BRIDGE REPLACEMENTS D10 . . . o '" ~ e o ~ ~ 152 ~ ~ " o I N 148 I o !? " '" ~ o ~ I 3- s 9- ~ .go ~ ~ ~ '" ~ ~ 6, ~ -ll I ~ ~ o o ~ ~ .go &i 144 - - 140 136 132 ;; ~ CALL 48 HOURS .c BEFORE YOU DIG ~ 1(800)424-5555 0; '" c '< ~ o .. '" ~ ~ ti o ~ .. NO. DATE -I- REVISION - - - 19+00 19+00 I / / / / I -- ~ {[ ~ -:::J I I I I STA 19+98,4 \\ ~ '---- / ~ I f / I -- ~ / ,,-I cb CD 0 \~TA 19+9301 310' RT I I / ! / I I I~ II.. DESIGNED SHAHANA RIZVI DATE' 12/2006 DRAWN:ED GOZUN DATE'12/2006 CHECKED' JOHN CUNNINGHAM DATE 12/2006 H SCALE ,. =20' V. SCALE 1"=4' FILE. PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND V '(<t., '\?' 20+00 .j~a)'" ~~ I ~~ \ j BXPIJl!5: 11 03-07 I 1 EXISTING SSMH STA 21+342,195' RT \ RIM EL 14528 IE 136 96 ~NE) [ IE 13893 E) IE 13708 SWl IE 13808 NW ........ ....... STA 20+49 6 ~~ I' I ~I -~ --- - I ~ t'rf'~ 21+00 ~ ~ ~ exeltech Exelteeh Consulling, Ine 2590 Wilhamelle Dr NE Lacey, WA 98516 Phone 3603578289 Fax 3603578225 lacey, WA . Seattle, WA . Solem. OR LOCHNER I- W W a:::: I- U1 a:::: <{ o w U CD EW SSMH l~ ~11+1~\2 h+ I 137.14 {N ~ I 137.1~ S I 13M8 N f-- ~ ~ :,. 7' I I LJf \.. /11\ Y EfI I lL 20+00 I 8th STREET ------- ~II/ ~ G-r- I '" I CD NEW SSMH (CONNECT TO EXISTING SANITARY SEWER LINE) I STA 21+342, 31 0' RT I RIM EL I 45 3ut liE 137 14 !NE~ IE 13716 SW IE 13808 NW 22+00 PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 23- 23+00 CONSTRUCTION NOTES (0 CONNECT EXISTING SANITARY SlOE SEWER TO NEW SANITARY SEWER LINE, INCIDENTAL TO COST OF INSTALLING NEW SANITARY SEWER LINE CD INSTALL 8" CLEAN OUT AND CAST IRON RING & COVER ASSEMBLY PER SECTION 7 19 OF STD SPECIFICATIONS AND STD PLAN B-85 40 00 o PLUG/CAP EXISTING SEWER LINE AT THIS LOCATION, STA 20+83, 20 0' RT, INCIDENTAL TO COST OF INSTAlILING NEW SANITARY SEWER LINE CD INSTALL NEW SANITARY SEWER MANHOLE. CONNECT TO EXISTING SANITARY SEWER LINE (USE SAME TYPE OF MANHOLE AS EXISTING MANHOLE) @ STRUCTURE NOTE 152 148 144 140 136 132 128 8TH STREET BRIDGE REPLACEMENTS U1 SANITARY SEWER PLAN AND PROFILE OF "'- I 0 f- I W I . I W I \ ~ 0:::: V b f- C/) W :", -- z 'I - - - - - - - 0.... '-~ I ~ Al'vI ~ 8th STREET '~ ~oo 7+0( 28+00 29+00 , . . Cl '" ~ e o "! E: o '" .... l? " Cl ~ I C 0> . " ., f.'1 Cl ~ I ~ s 9- ~ ~ .go ! :g, ~ e .9- 6. ~ I ~ 25 3). ~ 0> :!1 c5 fJ~ / I ~ "'/ ----~ / ~ ..-/ \ ' ------- I EXISTINGSSMH V ~ e//~;- ~ STA 27+0580, 235' RT 1 \ RIM EL 14538 \ IE 135 661NE~ _ 0 IE 13803 SE 'V IE 135 52 SW X I ~ NEW CLEANOUT ASSEMBLY IE 13783 NW I I STA 27+72 425' RT IE 13803, NEW 8" (SE) I 1.1.-- RIM EL MATCH EXISTING SURFACE (CONNECT TO EXISTING SSMH) r _ IE 1383M I \ 152 148 144 t~ - _ _ ~ I I I , t t I I I I I I I I 10 I I L,J E ISTING SSMH I S IA 27+0580 ~~, ~~ "~4~,7~ IE 13803 f~SE IE 13552 SW IE 13783 NW tv -- - 140 136 J/ ~ ~I 132 128 26+00 27+00 ~ ~ CALL 48 HOURS s BEFORE YOU DIG ., 1 (800)424-5555 ~ '" ~ "< ~ 0.. ., 8 ;;:; Cl Cl ~ 0.. NO DATE REVISION DESIGNED SHAHANA RIZVI DATE 12/2006 DRAWN'ED GOZUN DATE 12/2006 CHECKED JOHN CUNNINGHAM DATE 12/2006 H SCALE 1" 20' V. SCALE 1" 4' FI LE PROJ. NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED /'.. 28+00 . ..JI.A&a . .;r~l(1. j ~o,.. , :t\ t;. " ~ ~ ~l I gxplRES. 11 03-07 I ~ _I-' ----\ 1 -:::--y (I \ \ \ \ \ \ \ :i2.L ~ ~ exeltech Locey. WA . Seattle, WA Salem, OR \ \ 29+00 Exeltech Consulbng, Ine 2590 W,lhomelte Dr NE Locey. WA 98516 Phone 360 357 8289 Fox 3603578225 LClCHNER ~ / PUBUC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 ~ ~ ~/' ) I I 30+00 J / -=-' ------- 31+00 CONSTRUCTION NOTES CD CONNECT EXISTING SANITARY SIDE SEWER TO NEW SANITARY SEWER LINE, INCIDENTAL TO COST OF INSTALLING NEW SANITARY SEWER LINE INSTALL 8" CLEANOUT AND CAST IRON RING & COVER ASSEMBLY PER SECTION 7 19 OF STD SPECIFICATIONS AND STD PLAN B-85 40 00 PLUG/CAP EXISTING SEWER LINE AT THIS LOCATION, STA 20+83, 20.0' RT, INCIDENTAL TO COST OF INSTALLING NEW SANITARY SEWER LINE o CD @ STRUCTURE NOTE 152 148 144 140 136 132 128 8TH STREET BRIDGE REPLACEMENTS U2 SANITARY SEWER DRAINAGE DETAILS OF . . . "- ',- 'Q-'jl ~-.L C> ". '" " ~ ~ ! ~ " C> I .., '" I C 'f " '" ~ C> ~ '" g .. 9- ~ ~ {l' ! ~ ~ ;[ l5. ~ -Il I ~ '> 8 ~ ~ ~ (l' Ji ~~ /' il~ I, 1'1 I, 8 II I I ~ '----, ~ L-----, ~~~U' r--/ - / ]1 / ~1[J'~y--~ '" 1 ' If I \ I I ~ =-- ~ EXISTING 8': C.!. WATERMAlN -4- 11+00 8th STREET -l r EXISTING 3/ 4" POLYETHYLENE WATERLINE TO BE REPLACED OUE TO STORM DRAINAGE FACILIlY CONSTRUCTION, SEE SHEET Dl REPLACE WITH 2" P E WATERMAlN. MAINTAIN WATER SERVICES -DURING CONSTRUCTION RELOCATE WATER METERS AS REQUIRED. L LiLl \ I~~ BRIDGE ABUTMENT J EXISTING 8" C.I. WATERMAIN -- -----+-- 13+00 TUMWATER CREEK BRIDGE ffi CONSTRUCTION NOTES ROUTE WATERMAlN AROUND FOOTING/FOUNDATION CONSTRUCTION IN THIS LOCATION USING STD CAST IRON FITTING. BLOCK FITTINGS PER sm. PLAN B-90.40 00 WATERMAIN INSTALLATION TO COMPLY WITH ALL WATERMAlN MATERIAL AND INSTALLATION sm. SPECIFICATIONS. BURY WATERMAlN WITH A MIN OF 3 FEET OF COVER ABOVE THE TOP OF PIPE. CONCRETE THRUST BLOCKS PER STANDARD PLAN B-90 40 00 SHALL BE PLACED AT ALL CHANGES IN PIPE DIRECTION. ALL COSTS ASSOCIATED WITH LOCATING WATERMAlN IN THESE LOCATIONS ARE INCIDENTAL TO DUCTILE IRON PIPE FOR WATERMAlN 8 IN DIAM WEST TUMWATER CREEK BRIDGE WATERLINE CONNECTION DETAILS 0- CONNECT TO EXISTING 8" C!. MAIN 0- INSTALL 1-8" D.I 22 5' BEND. 1-8" GATE VALVE. 0- CAP EXISTING 8" C I WATERMAIN ;; ~ CALL 48 HOURS '" BEFORE YOU DIG ~ 1(800)424-5555 ~ .. '" c "< ~ Q. ~ ~ .., C> C> ;). Q. NO DATE THRUST BLOCKING PER STD PLAN B-90.40 00 REVISION BY APPEND DESIGNED. JOHN CUNNINGHAMDA TE 12/2D06 DRAWN' ED GOZUN DATE 12/2006 CHECKED, JOHN CUNNINGHAM DATE 12/2006 H SCALE. AS NOTED V SCALE NONE FILE 0328WT01-02 DWG PROJ NAl.1E All DIl.1ENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~ exeltech Exe~ech Consulting, Inc 2590 Wilhametle Dr NE Lacey, WA 98516 Phone 360 357 8289 Fax, 360 357 8225 locoy. WA . SeottJe, WA . Salim, OR LClCHNEI=I BRIDGE ABUTMENT SEE CONNECTION DETAILS BELOW 19+00 EXISTING 2" C!. WATERMAlN I I I I I I I /f I I I : / I I \ , )~ \ ~, I EXISTING 8" C.!. WATERMAIN \ ______L_ EAST TUMWATER CREEK BRIDGE WATERLINE CONNECTION DETAILS ~ CD o o CONNECT TO EXISTING 8" C I MAIN REMOVE EXISTING BEND FITTING IN EXISTING MAIN, STA. 19+93, 23' LT INSTALL 1-8" D I 45' BEND, 1-8" GATE VALVE, INSTALL 1 - 8" D I 90' BEND AND 1 - 8" GATE VALVE CAP EXISTING 8" C I WATERMAIN THRUST BLOCKING PER STD, PLAN B-90.4O.00 II II I ~ J~ 21+00 STREET EXISTING SANITARY SEWER MAIN AND SERVICE ~TERALS"""\ - ]J7: EXISTING 2" C.I. WATERLINE TO BE REPLACED DUE TO CONFLICTS WITH BRIDGE ABUTMENT AND STORM DRAINAGE FACILIlY CONSTRUCTION, SEE SHEET D2. REPLACE WITH 2" P E. WATERLINE. MAINTAIN WATER SERVICES DURING CONSTRUCTION. RELOCATE WATER METERS AS REQUIRED. ~J II @ STRUCTURE NOTE APPROXIMA TE STATIONS FOR WATERLINE BYPASS PIER 1 BEGIN END BEGIN END TUMWA TER CREEK 12+00 12+40 19+45 19+80 V ALLEY CREEK 28+ 50 28+ 90 36+10 36+50 PIER 6 PUBLIC WORKS DEPARTlAENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS U3 321 EAST 5lH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 WATERMAIN INSTAllATION OF . . . Cl ". '" .; ~ o ~ E" .ll ". ~ "" Cl ~ I <; ti\ . " ., ~ Cl ~ ::> I 3- s 9- ~ ~ .go ! ~ '" S . ~ .9- c '" ~ I ~ .'> 8 ~ ~ ~ '" :!1 ~ ~ I I ] I I I \ I I I I I SEE CONNECTION DETAILS BELOW ~ \ X-- / I I I I ~~"~ ------- ~-~ l EXISTING 8" C I. WA llERMAlN \ I --------.LI I I I r-=: I . 28+00 8th STREET ~'7 .!l II r EXISTING 8" C.I. WATER MAIN ------- I Y 29+00 PROPOSED BRIDGE ABUTMENT ~, \ \ \ \ \ \ \ BRIDGE ABlfTMENT --- --- -- WEST VALLEY CREEK BRIDGE WATERLINE CONNECTION DETAILS o CONNECT TO EXISTING 8" C I MAIN, STA 28+58, 22' LT CD INSTALL 1-8" C.I 45. BEND, 1-8" GAllE VALVE, CD CAP EXISTING 8" C I WAllERMAIN THRUST BLOCKING PER STD PLAN B-90 40 00 ~ ~ CALL 48 HOURS oS BEFORE YOU DIG ~ 1 (800)424-5555 " <; '" c '" ... o 0.. ., a .,. o o ~ 0.. NO DATE DESIGNED JOHN CUNNINGHAM DATE. 12/2006 ORAWN ED GOZUN DATE. 12/2006 CHECKED' JOHN CUNNINGHAM DATE 12/2006 H SCALE AS NOTED Y SCALE NONE FILE 0326SS01-D2 DWG PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED REVISION BY APPEND , SIT CONNECTION Drr.~ ~~ J / " 11"- "- ) \ ~~ \ -----"-~""------ --- ----------- VAllEY CREEK BRIDGE CONSTRUCTION NOTES & ROlfTE WATERMAlN AROUND FOOTING/FOUNDATION CONSTRUCTION IN THIS LOCATION USING sm. CAST IRON FITTING BLOCK FITTINGS PER STD PLAN B-90.40.00 WATERMAlN INSTALLATION TO COMPLY WITH ALL WATER MAIN MATERIAL AND INSTALLATION STD. SPECIFICATIONS BURY WATERMAIN WITH A MIN. OF 3 FEET OF COVER ABOVE THE TOP OF PIPE. CONCRETlE THRUST BLOCKS PER STANDARD PLAN B-90 40.00 SHALL BE PLACED AT ALL CHANGES IN PIPE DIRECTION ALL COSTS ASSOCIAllED WITH LOCATING WATERMAlN IN THESE LOCATIONS ARE INCIDENTAL TO DUCTILE IRON PIPE FOR WAllERMAlN 8 IN DIAM ~ ~ ~ exeltech Exeltech Consu~,"g, Int ~ 2590 Wimamette Dr. NE Lacey, WA 96516 Phone 360 357 8289 Fax 360.3578225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 9B362 PHONE (206) 457-0411 OF l.acoy, WA . SeGttJo, WA . Salem, OR LClCHNER ~ I t :~ , l "----J L-- (~ -+. 8th STREET -r :b 9 -$-- I EXISTING 2" C I WAllERLlNE TO BE REPLACED DUE 4 TO CONFLICTS WITH BRIDGE ABUTMENT END STORM ~ DRAINAGE FACILITY CONSTRUCTION, SEE SHEET DR4 REPLACE WITH 2" P E. WATERMAlN. MAINTAIN WATER '-~ SERVICES DURING CONSTRUCTION. RELOCAllE WAllER . ,..~~METlERS AS REQUIRED. r: I '[II Ii, I il i I ,..,.. ,..,.. ,..,.. (' ,- @ STRUCTURE NOTE EXISTING 8" :~JENT CI WAlE","' 1_ _ _ _ 1 f EXISTING 10" _ _C~ ~llERMAIN I EXISTING 2" ;r CJ WATERMAlN I I EAST VALLEY CREEK BRIDGE WATERLINE CONNECTION DETAILS o CONNECT TO EXISTING 10" C I. MAIN, STA 36+43, 22' LT. CD INSTALL 1-10" DJ 45. BEND, 1-10" GAllE VALVE AND 1 - 8" TO 10" D.I REDUCER CD CAP EXISTING 10" C I. WATERMAIN THRUST BLOCKING PER STD PLAN B-90 40 00 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS U4 WATERMAIN INSTAllATION . . ., e 0 <l ~- ;;; ~ ,,- " I ~ I C 0; . " ., ~ " I ! .. 9- ~ .g- O ~ ~ '" ~ ! < .!1> ~ " I ~ ~ 2 ~ ~ ~ .g- o <Xl ~ ~ ~ Vi "" ., ~ " '" . < .. ~ 0 "- ., ~ " ;:; " " ~ "- STRUCTURE NOTES GENERAL NOTES -l ~ ~ ~ 30 ~ ~ ~ g Cl Cl <.:> <.:> Cl Cl ..... :z ;;;:; ;;;:; is ID :z ~ ;;;:; I ~ is N IX) ~ -l '" Cl :::i '-' :5 u.J :z N IX) ID :S :z - - ~ ;;;:; Cl ~ ~ ~ '-' u.J u.J u.J ID :z ;;;:; - 0:: "- "- Cl Cl :z Cl u.J 0:: c: 5 c: '" 0 N u.J ~ !g u.J ~ ~ :5 ~ IX) "- 0:: 0:: "- u.J u.J ~ u.J U u.J c: '-' ~ "- 0:: ;;0: ~ ~ IX) N c: :z C': ... ..... '-' ::J ~ e 0:: '" '" 0:: :z G.'l 0:: u.J e - u.J N N 0 0:: :z ~ >= e u.J w u.J 13 :::E :::E ':i 0:: ~ u.J "- "- u.J 0:: 0 0:: u.J u.J u.J :;:: ~ c: ~ c: u.J I- ~ !ji ~ !ji '" "- "- ~ '< i:5 8 ::J ~ "- u.J 0 :::E ~ ~ '" 0:: Cl u.J c: -l :z u.J "- G.'l G: 0 0 :z W 0:: :z :z 0:: Vi '" >- u.J ~ :z :z I ~ "" "" !ji 0:: ~ ~ ~ ~ ~ ~ ~ Cl ~ ~~ ~ '" u.J 0 0 ~ u.J ~ is 0:: '" ?;; ~ u.J G: ~ <.:> ~ <..> u.J :z ~ <.:> ~ <.:> <..> ~ t; :z -l <.:> -l ~ ~ ti; u.J I Cl :;!! Cl :z I Ie;:: "" e;:: u.J :z 0:: 0 <.:> <..> u.J u.J ~ <..> ~Hi 0:: ~ ~ >= u.J I ti ::> ~ I ~ I ~ is u.J g: 0 it '" ~ :z ~ u.J <..> <..> u.J :z I u.J ::l! 0 ~ u.J '" Cl '" <..>0:: :::E u.J '" '" <.:> I- '" "- Cl '" SHEET STATION EACH LF EACH LF LF EACH EACH EACH EACH C.Y. SF CY LF LF EACH EACH LF LF EACH 01-1 11+99.0 190 FT. LT 1 36 36 9 4 01-2 11+99 0 19.0 FT. RT 1 59 59 18 7 01-3 10+42.2 13.2 FT RT 1 715 1136 232 01-4 10+176 172FT RT 11 11 7 49 3 1 01-5 10+28.2 24.9 FT RT 15 15 1 27 153 4 01-6 11+40.6 250FT. RT 3 3 3 19 1 01-7 11+45.3 25.2 FT RT 4 4 1 15 31 1 01-8 11+53 0 251FT. RT 1 35 137 01-9 11+63.0 25.1 FT RT 54 54 56 497 15 01-10 12+171 322FT. RT 275 275 01-11 13+95.0 190 FT RT 1 03-1 19+840 197FT. LT 1 36 36 13 5 03-2 19+84 0 187FT LT 1 35 35 15 168 4 03-3 20+13.5 241FT. RT 1 336 534 134 03-4 20+19.3 24.7 FT RT 3 3 1 19 1 03-5 20+140 247FT RT 4 4 1 13 33 1 03-6 20+07 0 24.7 FT RT 1 38 146 03-7 19+930 247FT. RT 39 39 23 421 5 03-8 19+560 334 FT RT 157 157 03-9 18+25.0 450FT. LT 1 05-1 28+58.0 18.7 FT. LT 1 37 37 11 4 05-2 28+58 0 187 FT RT 1 39 39 13 5 05-3 27+63 6 176 FT RT 1 336 534 134 05-4 28+195 296FT. RT 3 3 2 21 1 05-5 28+25.4 29.5 FT. RT 4 4 1 13 33 1 05-6 28+33.0 295 FT RT 1 38 146 05-7 28+44.0 288FT. RT 34 34 15 360 4 05-8 28+77.5 33.8 FT. RT 257 257 05-9 31+030 19.0 FT LT 1 SHEET TOTAL 6 0 743 3 362 0 1105 1 3 3 3 1752 4437 566 1 CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 NO DATE DESIGNED I GOllER DATE 12/2006 DRAWN' E BLAKE DATE 12/2006 CHECKED R MOORE DATE 12/2006 H SCALE AS NOTED V SCALE NONE Lacay. WA . Seattle. WA . Salem, OR 8TH STREET BRIDGE REPLACEMENTS SN1 ~ ~ --....... exeltech ~ Exeltech ConsuRing, Inc. 2590 Willamelle Dr NE Lacey, WA 98516 Phone 360 357 8289 Fax' 360 357 8225 PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES 321 EAST 5TH STREET P O. BOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 STRUCTURE NOTES OF REVISION tfQIE.. All DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND . . .' ~ ~ ~ ~ :2 " C) I ~ I C; ti. ~ " co ~ C) c-I ~ s 9- . . {l' ~ . '" s ~ ~ ;? li, ~ " I . .'> 2 !1 . . {l' Ji ;; ! In "" OJ ~ l; '" . c '" "1i 0.. co ~ ;? ~ C) ;)!. 0.. STRUCTURE NOTES GENERAL NOTES --' :::> ~ :::i ~ ~ ... "" ~ 9 C> 13 :$ to to ~ C> C> "- Z ~ 13 CD z ~ ~ I :::> 13 "" DO t:: --' (/) C> :::i ~ ~ ~ (..) 5 .... :$ z z ~ CD ~ ~ C> ~ .... .... ~ CD (..) .... z ~ eJ "- "- C> C> Z 0 - "" i>: i>: (/) 0 < s (/) ~ N DO .... ~ "" "" .... ~ ~ 5 .... ~ ~ "- .... u .... i>: (..) ~ "- .... "" 3' ~ ~ DO "" i>: z ~ "" ... .... z (..) :::; g e "" (/) (/) ~ "" e - .... "" "" 0 "" .... z ~ ~ e .... ~ "" "" !::i "" ~ .... "- "- .... "" 0 "" .... .... .... ~ ~ i>: ~ i>: .... "- ei ~ ei (/) "- "- :::> 5< ::J ~ "- ~ ~ ~ ~ ~ < (..) (/) "" .... i>: z .... "" "- x .... l.: 0 C> 0 Z t;:; "" z "" in .... "" >- .... ~ z Z I ~ ... <( ~ Z "" ~ ~ DO ~ ~ C> ~ -"" LU (/) LU 0 ~ ... 0 ~ ~ ~ (/) ~t5 !::i 13 (/) --' ~ g;; LU LU "" (..) ~ ~ :::> ~ :::> to l.: :::> to ~ to I ~ ~ t; Z --' t;:; tn I C> C> Z I Ie;:: LU Z "" 0 to g LU LU Bi (..) gtn :$ "" :::> e;:: ~ Bi ~ I ~ ti :::> I ~ I 5 C> LU "" 0 (..) ~ ~ LU <3 (..) (..) LU <3~ LU Z tn I it ~ 0 :::> LU (/) C> (/) I- "" LU (/) to (/) "- C> (/) SHEET STATION EACH LF EACH LF LF EACH EACH EACH EACH CY. SF CY LF LF EACH EACH LF LF EACH 1. SEE CaNST. NOTE3, SHEET U1 07-1 36+43 6 18.1 FT LT 1 36 36 14 5 2. SEE CaNST NOTE 3, SHEET U2 07-2 36+43.6 182 FT. RT 1 44 44 13 4 07-3 36+88 6 16.4 FT RT 1 299 475 117 07-4 36+88.6 273FT RT 3 3 2 23 1 07-5 36+83 0 27.3 FT. RT 4 4 1 15 39 1 07-6 36+59.0 254FT. RT 1 43 168 07-7 36+65.5 275FT. RT 53 53 33 673 6 07-8 36+12.1 32.7 FT. RT 131 131 07-9 35+39 0 110 FT RT 1 UH 19+97.0 310FT. RT 141 141 U1-2 19+97 0 310FT RT 1 U1-3 20+83 0 20.0 FT RT 1 U1-4 21 +34.2 310FT. RT 1 U2-1 27+72.0 425FT. RT 67 67 U2-2 27+72 0 425FT RT 1 U2-3 27 +55 0 230 FT RT 2 U3-1 11+88 0 180 FT. LT 47 U3-2 19+93 0 230 FT LT 47 U3-3 19+93 0 25.0 FT RT 165 U4-1 28+58 0 220 FT LT 47 U4-2 36+43.0 22 0 FT LT , 47 U4-4 36+43.0 25.0 FT RT 165 SHEET TOTAL 2 271 1 271 1 1 1 419 1378 134 208 208 2 1 330 188 PROJECT TOTAL 8 1014 4 362 1376 1 4 4 4 2171 5815 700 208 208 2 1 330 188 1 CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 DESIGNED' I GOLLER DRA'MII E BLAKE CHECKED. R. MOORE H. SCALE. AS NOlED lJJcay, \fA . Seattle, WA . Salem, OR DAlE 12/2006 DAlE 12/2006 DAlE 12/2006 V SCALE NONE 8TH STREET BRIDGE REPLACEMENTS SN2 ~ ~ Exeltech Consulbng, 100 2590 Willamette Dr NE Lacey, WA 98516 Phane 360 357 8289 Fa, 360 357 8225 PUBLIC WORKS DEPARlMENT CITY OF PORT ANGELES exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 STRUCTURE NOTES OF NO DAlE J:iO.IE.. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOlED REVISION BY APPEND . . Q '" <0 e o ~ E- "- ;;; ,,- Q ~ I o oj; . " '" ~ Q I ~ - .. Sl. ~ c il' ! ~ ~ ~ ~ {l I c ~ Cl Cl ~ ~ il' ~ OJ . 6 Cl. ~ ~ ., Q Q ; NO DATE / / / ~ / / /' / ~\'\\ NOTES: 1 . CONTRACTOR RESPONSIBLE FOR MAINTAINING '" CLEANING THE APPROACH AT LEAST EVERY 30 OAYS 2.IF DIRECTED BY THE CITY ADDITIONAL QUARRY SPALL MUST BE ADDED 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION CONSTRUCTION ENTRANCE DETAIL NTS 6' MAX 2X2 WOOD POST ALT. STEEL FENCE POSTS FILTER FABRIC MATERIAL '10 NO FILL WITHIN 4' OF FENCE 9 ..... ''? -.., '9 '" ~ '" '9 N '9 N 2x2 WOOD POSTS, STANDARD OR BETTER, OR EQUAL ALT. STEEL FENCE POSTS BURY BOTTOM OF FILTER FABRIC MATERIAL WITH NOnES' WASHED GRAVEL BACKFILL 1 FENCE SHALL NOT BE INSTALLED ON SLOPES STEEPER THAN 2 1 2. JOINTS IN FILTER FABRIC SHALL BE OVERLAPPED 6 INCHES AT POST 3. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO WIRE FENCE 4. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT, FILTER FABRIC FENCE DETAIL NTS ADAPTOR SKIRT TRIM TO WITHIN 3" - 5" OF GRATE SEDIMENT ACCUMULATION NOTES 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN 2 SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL. 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE -INSERTING IT INTO THE CATCH BASIN CATCH BASIN INLET PROTECTION INSERT NTS ~~ NOTE: KEY STONE INTO CHANNEL BANKS AND EXTEND IT BEYOND THE ABUTMENTS A ~ MINIMUM OF 18" TO PREVENT FLOW AROUND DAM VIEW LOOKING UPSTREAM 8' CD ROCK CHECK DAM NTS SECTION REVISION DESIGNED S GRAFF DRAWN L BOROS CHECKED' R MOORE H SCALE' AS NOTED .NQlE.. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~ ~ ~ exeltech 2590 W.llomelle Or NE Locey, WA 98516 Phone 360 357 8289 Fox 360 357 8225 BY APPEND Exellech Consu~,"g, Inc. """Y,.A . SeattJe. WA . Salem. OR ~ GRADING. EXCAVATION. AND EROSION CONTROL NOTES 1. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE APPROVED CONTRACT PLAN, SOILS REPORT AND APPENDIX CHAPTER 33 OF THE 1997 UNIFORM BUILDING CODE AND THE CITY OF PORT ANGELES SURFACE WATER MANAGEMENT MANUAL 2 THE CONTRACTOR SHALL PROVIDE ACCEPTABLE EROSION CONTROL AND MONITORING PLAN, SPILL PREVENTION PLAN, AND STORM WATER POLLUTION PREVENTION PLAN ALL PREPARED AND STAMPED BY A LICENSED GEOTECHNICAL ENGINEER APPROVED BY THE ENGINEER, PRIOR TO BEGINNING WORK ON ANY PORTION OF THE PROJECT. THESE PLANS SHALL BE UPDATED BY THE CONTRACTOR AS NECESSARY 3 WHEN CONSTRUCTION OPERATIONS ARE SUCH THAT DEBRIS FROM THE WORK IS DEPOSITED ON THE STREETS, THE CONTRACTOR SHALL, AS A MINIMUM, REMOVE ON A DAILY BASIS ANY DEPOSITS OR DEBRIS WHICH MAY ACCUMULATE ON THE ROADWAY SURFACE SHOULD DAILY REMOVAL BE INSUFFICIENT TO KEEP THE STREETS CLEAN, THE CONTRACTOR SHALL PERFORM REMOVAL OPERATIONS ON A MORE FREQUENT BASIS IF THE ENGINEER DETERMINES THAT A MORE FREQUENT CLEANING IS IMPRACTICAL OR IF THE CONTRACTOR FAILS TO KEEP THE STREETS FREE FROM DEPOSITS AND DEBRIS RESULTING FROM THE WORK, THE CONTRACTOR SHALL, UPON ORDER OF ENGINEER, PROVIDE FACIUTlES FOR, AND REMOVE ALL CLAY OR OTHER DEPOSITSFROM THE TIRES OR BETWEEN WHEELS BEFORE TRUCKS OR OTHER EQUIPMENT WILL BE ALLOWED TO TRAVEL OVER PAVED STREETS. SHOULD THE CONTRACTOR FAIL OR REFUSE TO CLEAN THE STREETS IN QUESTION, OR THE TRUCKS OR EQUIPMENT IN QUESTION, THE ENGINEER MAY ORDER THE WORK SUSPENDED THE CONTRACTOR'S RISK UNTIL COMPLIANCE WITH THE CONTRACTOR'S OBLIGATIONS IS ASSURED OR THE ENGINEER MAY ORDER THE STREETS IN QUESTION CLEANED BY OTHERS AND SUCH COSTS INCURRED BY THE CITY IN ACHIEVING COMPLIANCE WITH THESE REQUIREMENTS, INCLUDING CLEANING OF THE STREETS, SHALL BE DEDUCTED FROM THE WORK ORDER ACCOUNT IN ACCORDANCE WITH SECTION 1-0723 OF THE 2006 WSDOT/APWA STANDARD SPECIFICATIONS AS AMENDED BY THE CITY OF PORT ANGELES 4 THE CONTRACTOR SHALL PROTECT EXISTING DRAINAGE STRUCTURES USING ACCEPTABLE METHODS AND MATERIAlS AS SHOWN ON THIS PLAN IF THE METHODS AND MATERIALS AS SHOWN ON THIS PLAN ARE NOT ADEQUATE, THE ENGINEER MAY REQUIRE ADDITIONAL/ALTERNATIVE METHODS FOR EROSION CONTROL AND/OR PROTECTION OF EXISTING DRAINAGE STRUCTURES ADDITIONAL OR ALTERNATIVE METHODS SHALL BE SUBMITTED BY THE DESIGN ENGINEER AND ACCEPTED BY THE ENGINEER. ANY DAMAGE CAUSED TO THE CITY OF PORT ANGELES STORM SEWER SYSTEM AS A RESULT OF THE WORK OUTLINED ON THIS PLAN SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. RESOLVING SAID DAMAGE MAY INCLUDE,BUT NOT LIMITED TO, THE CLEANING OF THE DRAINAGE SYSTEM IN QUESTION BY THE CONTRACTOR 5 WATERING PROVISIONS WHEN APPLICABLE MUST BE IN PLACE TO PREVENT DUST FROM BECOMING AIRBORNE. VIOLATION OF THIS CONDITION WILL RESORT IN A STOP WORK ORDER UNTIL CORRECTED. 6. FILL THAT WILL SUPPORT A STREET SECTION OR OTHER STRUCTURES CONTAINED IN OR SUPPORTING CITY OF PORT ANGELES RIGHT-OF-WAY SHAlL BE PLACED UNDER THE INSPECTION OF A LICENSED GEOTECHINICAl ENGINEER. SOIL TO BE PLACED SHALL BE TESTED AND COMPACTED TO 95 PERCENT OF ITS MAXIMUM DENSITY ENGINEER SHALL DOCUMENT EXISTING SmE CONDITIONS, SOIL AND ITS PLACEMENT AND ALLOWABLE BEARING CAPACITY THIS DOCUMENTATION SHAlL BE PROVIDED TO THE CITY INSPECTOR PRIOR TO THE ACCEPTANCE OF ANY FILL SECTION STANDARD REQUIREMENTS FOR CUTS AND FILL AS CONTAINED IN CHAPTER 33 OF THE UNIFORM BUILDING CODE AS AMENDED BY THE CITY OF PORT ANGELES SHALL BE COMPLIED WITH 7 EROSION CONTROL MEASURES A. MINIMUM EROSION CONTROL MEASURES SHALL INCLUDE' I CONSTRUCTION ENTRANCE II. PERIMETER EROSION/SEDIMENTATION CONTROL III PROTECTION OF CATCH BASINS rv STABILIZATION OF EXPOSED SOILS. B ALL EROSION CONTROL SHALL BE IN PLACE PRIOR TO CLEARING C EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES TO THE APPROVAL OF THE ENGINEER D SHOULD TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES, AS SHOWN ON PLANS BECOME INADEQUATE, THE CONTRACTOR SHALL INSTALL FACIUTlES AS NECESSARY TO PROTECT ADJACENT PROPERTIES AND THE CITY OF PORT ANGELES DRAINAGE SYSTEM, MEETING APPROVAL OF THE ENGINEER. 8. ALL MATERIAL REMOVED FROM SmE SHALL BE PLACED ONLY AT A PERMITTED SmE VERIFY LOCATION OF DESTINATION OF MATERIAL PRIOR TO EXPORTATION. PROVIDE DOCUMENTATION TO THE ENGINEER. 9 TRAFFIC CONTROL PROVISIONS AS APPROVED BY THE TRAFFIC ENGINEER SHAlL BE ADHERED TO AT ALL TIMES 10 TREES TO BE REMOVED SHALL BE CLEARLY MARKED FOR REMOVAL TREES TO BE SAVED SHAlL BE FENCED WITH BARRICADE FENCE AT THE DRIP LINE (OUTER EDGE OF TREE BRANCHED) TO KEEP CONSTRUCTION VEHICLES FROM COMPACTING ROOT ZONE AND KILLING TREES THIS FENCING SHALL BE MAINTAINED UNTIL CONSTRUCTION ENDS. 11 HYDROSEEDING A. ALL AREAS THAT ARE CLEARED AND GRUBBED, GRADED, EXCAVATED OR FILLED ARE SUBJECT TO HYDROSEEDING ANY OF THESE AREAS THAT ARE LEFT UNPAVED OR UN LANDSCAPED SHALL BE HYDROSEEDED UNDER THE DIRECTION AND APPROVAL OF THE ENGINEER B. HYDROSEED ONLY DURING THE PERIOD OF APRIL 1 THROUGH MAY 31 OR SEPTEMBER 1 THROUGH OCTOBER 15. THIS HYDROSEEDING REQUIREMENT MAY BE MET DURING THE MONTHS OF JUNE THROUGH AUGUST IF IRRIGATION IS PROVIDED. C MAINTAIN HYDROSEEDING THROUGHOUT THE WINTER WET SEASON 12 ALL EXPOSED SOILS THAT CAN NOT BE HYDROSEEDED SHALL BE COVERED WITH HAY AS REQUIRED BY THE ENGINEER 13. ALL EXPOSED SOIL SURFACES SHALL BE SEEDED '" MULCHED UPON COMPLETION OF PROJECT. 1 4 CONTRACTOR TO PROVIDE WHEEL WASHING FACILITIES FOR VEHICLES LEAVING THE SITE LOCATION OF FACILITIES MUST RESTRICT CONTAMINATION FROM ENTERING DRAINAGE SYSTEM LOCATION TO BE DETERMINED BY CONTRACTOR AND APPROVED BY THE ENGINEER. 8TH STREET BRIDGE REPLACEMENTS TE1 ;; ~ CALL 48 HOllRS '" BEFORE YOU DIG ~ 1 (800)424-5555 ~ "i; '" c "'" PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 TESC DETAILS OF ! ---~ . Q _h~ 1<- <0 j , ~ D' ~ ~ E ~ '" i " Q \., I <0 boo .. \4~ I c; --------- ~ ", " '" -'--...........,~ ~ Q N ~ " S G ~ i ,~ . i _,,.I ! J' l '>2 " ~ CALL 48 HOURS i;; oS BEFORE YOU DIG <0 1 (800)424-5555 ~ -ll DESIGNED: S GRAFF DATE 12/2006 . c '< DRAWN L BOROS DATE 12/2006 ~ "- CHECKED R MDORE DATE 12/2006 <0 ~ H. SCALE AS NOTED V SCALE NONE Q g t:IQJL. .. ALL DIMENSIONS ARE IN FEET "- NO DATE REV! SION BY APPEND UNLESS OniERWISE NOTED . L_______________oo___________________oo____oo_,_ _, Loo_______ !\~ \., ;; ~ ~ -----fj "t, o o fllJr--- CONSTRUCTION EASEME T j" CONSTRUCTION ACCESS ROADWAY CSBC SILT FENCE EXISTING GROUND -.... I ;-, "^ '0.. ~ CONSTRUCTION ACCESS ROAD TYPICAL CROSS-SECTION NOT TO SCALE NOTE: /"0 _~9 ~~ '! ALL SILT FENCE LOCATIONS SHALL BE APPROVED BY THE ENGINEER ALL WETLAND AND VEGETATED AREAS OUTSIDE WORK AREAS SHALL BE PROTECTED TESC LEGEND SILT FENCE . CATCH BASIN WITH INLET PROTECTION 8TH STREET BRIDGE REPLACEMENTS TE2 ~'- ~ exeltech ~ Exeltech Consultong, Inc_ 259D Willomette Dr NE Locey. WA 98516 Phone 36D 357 8289 Fax 360.357.8225 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5ni STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457--0411 TESC PLAN OF . . . TREES SYMBOL SCIENTIFIC NAME PSEUDOTSUGA MENZIESII COMMON NAME DOUGlAS FIR SALlX LUCIDA SSP lASlANDRA PACIFIC WILLOW THUJA PLlCATA TSUGA HETEROPHYLLA WESTERN RED CEDAR 12" - 1 BU 1 GAL AS SHOWN WESTERN HEMLOCK 12" - 1 B" 1 GAL AS SHOWN SHRUBS SCIENTIFIC NAME LONICERA INVOLUCRATA OEMLERIA CERASIFORMIS PHYSOCARPUS CAPITATUS RIBES SANGUINEUM SAMBUCUS RACEMOSA SYMPHORICARPOS ALBUS HERBS SCIENTIFIC NAME COMMON NAME CAlAMAGROSTlS NUTKAENSIS PACIFIC REED GRASS ~- e o Q CALAt.1AGROSTIS CANADENSIS CANADA REED GRASS DESCHAMPSIA CESPITOSA DUmD HAIR GRASS ARUNCUS DIOICUS GOATSBEARD ATREMISIA SUKSDORFlI SUKSDORF'S WORM WOOD POLYSTlCHUM MUNITUM SWORDFERN CAREX ATHROSTACHYA SLENDERBEAKED SEDGE C CANESCENS GRAY SEDGE C DEWEYANA DEWEY'S SAGE C LEPORJNE HARE SEDGE C. PACHYSTACHYA THICK-HEADED SEDGE C. SPECTABILlS SHOWY SEDGE C. MERTENSII MERTEN'S SEDGE C. OBNUPTA SLOUGH SEDGE E ~ ". ., " <:> I ~ I Q 0; ~ " '" ~ <:> I ~ - s; ~ ~ o -8' ! :g, ~ ~ [5. ~ I ! 2 ~ ~ o -8' ,ij SIZE SPACING QUANTITY 12" - lB" 1 GAL AS SHOWN 12" - lB" 1 GAL AS SHOWN SIZE SPACING QUANTITY 3 l/t POT OR B CU 4" O.C. IN. MIN. PLUGS 3 l/t POT OR B CU. 4" OC. IN. MIN. PLUGS 3 l/t POT OR B CU 4" OC IN MIN PLUGS 3 l/t POT OR B CU 4" O.C IN MIN PLUGS 3 l/t POT OR B CU 4" O.C IN MIN PLUGS 3 l/t POT OR B CU. 4" OC IN. MIN PLUGS 3 1/2" POT OR B CU. 4" 0 C IN. MIN PLUGS 3 l/t POT OR B CU 4" 0 C IN. MIN PLUGS 3 l/t POT OR B CU. 4" 0 C IN. MIN PLUGS 3 l/t POT OR B CU. 4" OC IN. MIN PLUGS 3 l/t POT OR B CU. 4" O.C. IN. MIN PLUGS 3 1/2" POT OR B CU. 4" OC. IN. MIN PLUGS 3 1/2" POT OR B CU 4" 0 C. IN MIN PLUGS 3 l/t POT OR B CU. 4" 0 C IN. MIN PLUGS TOTAl: 1000 1. NO SINGLE SPECIES WILL EXCEED 20% OF TOTAL. NUMBER OF SPECIES WILL BE MAXIMIZED, BASED ON AVAlLABIUTY, TO ACHIEVE GREATEST BENEFIT AND LIKELIHOOD OF INITIAL SURVIVABILITY ;; ~ CALL 48 HOURS ., BEFORE YOU DIG '" 1(800)424-5555 ~ '" c "< ~ '" ~ ~ g ; NO DATE REV! SION DESIGNED B CHAPLIN DA TE 12/2006 DRAWN l BOROS DATE 12/2006 CHECKED'R MOORE DATE 12/2006 H. SCALE AS NOTED V SCALE NONE BY APPEND lIJllE.. All DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED B 6 6 ~4vl'-4.il C4, " , ~ EXTENT OF GRADING v: - 750 PlANT MIXTURE B 1>., / " ~ @~"Y #. tR(;I' \ EXISTING WETlAND :'\Y q . BOUNDARY ~ (@ ! rEXISTlNG WETlAND , ~J,( ~ '@i \. 355 PlANT MIXTURE "A" ~ @.-:/ , @ @ ./' J ~, @/x ~, . ~ 1t ~ SILT FENCING ~.V I ........-.1 EXISTING WETlAND BOUNDRY \, . , ", ~ EXISTING WETlAND 'Y ~ , \. ~ SILT FENCING ~/ V J GRADING PLAN NOT TO SCALE - . - . - SILT FENCE PlANT MIXTURE "K COMMON NAME SIZE SPACING PERCENT QUANTITY MIXTURE BUSH HONEYSUCLE lt - lB" BR 6" OC 20% 70 OSO BERRY 12" - lB" BR 6" OC 15% 55 NINEBARK 12" " 18" BR 6" O.C. 20% 70 RED FLOWERING CURRANT 12" - lB" BR 6" O.C 15% 55 RED ELDERBERRY 12' " 18" BR 6" 0 C. 20% 70 SNOWBERRY 12" - lB" BR 6" O.C 10% 35 TOTAL: 100% 355 PlANT MIXTURE "B" CONSTRUCTION SEQUENCE: 1. FlAG AND FENCE WETlAND MmGATlON SITL 2 GRADE, PREPARE SOIL, AND PlANT AREA 1. 3 GRADE, PREPARE SOIL, AND PlANT AREA 2 GRADING NOTES: RETAIN TOP B INCHES OF SOIL FOR REPLACEMENT. KEEP "WETlAND TOP SOIL" SEPARATE FROM "OTHER TOP SOIL" PLANTING NOTES: ALL PLANT MATERIAL, PlANTING TECHNIQUES AND SEEDING ACTJVmES SHALL CONFORM TO TYPICAL LANDSCAPE INDUSTRY STANDARDS ALL PLANT MATERIAL TO BE USED WILL BE NATIVE TO THE PACIFIC NORTHWEST. AND GROWN IN THE PUGET SOUND LOWLAND. ALL NURSERY GROWN PlANTS SHALL BE CONTAINERIZED OR BALLED AND BURLAPPED OR BARE ROOT STOCK, AS INDICATED ON THE PLANS PROVIDE ONLY SOUND, HEALTHY VIGOROUS PlANTS, FREE OF DEFECTS, DISEASES AND ALL FORMS OF INFESTATION PlANTING SEQUENCE: 1 THREE INCHES OF COMPOST MULCH SHALL BE APPLIED TO THE ENTIRE WETlAND AREA. MULCH MATERIALS SHALL NOT CONTAIN COMPOUNDS OR MATERIALS DETRIMENTAL TO PLANT LIFE 2 APPLY SEEDING FERTILIZING AND MULCH TO ENTIRE WETLAND AREA 3 EXCAVATE CIRCULAR PlANT PITS A MINIMUM OF 2 TIMES THE ROOT BALL SIZE WITH V1ERTICAL SIDES AND ADD MEDIUM GRADE "BROADLEAF P-4" GRANULAR POLYMER PELLETS FOR ALL TREES AND SHRUBS TO ENSURE MOISTURE RETENTION AND SUPPLY DURING THE DRY SEASON 4 INSTALL TRANSPLANTER TYPE FERTILIZER (4-2-2) TO ALL PLANT PITS AS SPECIFIED BY THE MANUFACTURER 0/ ~ ~ exeltech Exeltech Consultll1'l, foe 2590 Willamelle Dr NE lacey, WA 98516 Phone 360 357 8289 Fa, 360 357 8225 ~ PUBLIC WORKS DEPARTMENT CITY Of PORT ANGELES 375 PlANT MIXTURE "B" NOTE. WETLAND BOUNDARY TO BE ESTABLISHED '" STAKED BY THE ENGINEER APPROXIMATELY 0 4B AC WETLAND PLANTING PLAN NOT TO SCALE 140 130 120 110 B 100 u... -; 90 ~ 80 ~ 70 w 60 50 40 '.,., o~ 620', -~t .,., ~-1+26 -to_ .,.,0 -to -N~ 00+ ....0 45.5' 0+185' 0+25 450' 0+0 0+00 O+BI' 0+75 1+00 1+25 1+50 STATION (FEET) SECTION A-A 0+50 1+75 2+00 2+25 2+50 SEEDING, FERTILIZING, MULCHING SEED MIX DESCHAMPSIA CESPITOSA 40% FESTUCA OVINA 40% BROMUS CARINATUS 10% GL YCERIA STRIATA 10% MULCH 2000LBS/ACRE SEED 30LBS/ ACRE 8TH STREET BRIDGE REPLACEMENTS W1 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 ~. WA . SeatlIe. WA . Solem, OR WETLAND CREATION SITE OF 8TH STREET I- W W 0::: l- V> <( i , I , l~~ f~Z ~ ,\ I ~ I ~~- I I I I I I , I 10+ 20.0 BEGIN PlANING BITUMINOUS d PAVEMENT - LEFT i I 11+07 (223' LT) END PLANING BITUMINOUS PAVEMENT \\- " -=::::::::::-' , -~ PEDESTRAN BARRIER '" SIDEWALK SEE BRIDGE SHEET T37 .\ ~. , I, -, ~ ______===__~=I' ___~~_z11)v/ 11+ 75.4 (32' LT) MATCH EXISTING CHAIN LINK FENCE - lYPE 3 EXISTING SIDEWALK -n N N 11+75.4 (27' LT) MATCH EXISTING 11+84.0 (223' LT) 11+979, (203' LT) --j-----~---- 112+1100 - - IBACK OF PAVEMENT SEAT N 13+00 I 12+10 ~17' RT N I ------=.;, ----- 1 +979, 203' RT SAWCUT 10+200 (0' TO 48' RT) CEMENT CONC. TRAFFIC CURB AND GUTTIER 11+85.0 (22' RT) =/r=--- i/ I, 'I II II II II I I II I - -~=-- -=~-- -- -- --':7" =- ~~'\ '14 L-.!._l , "--J 1 PEDESTRAN BARRIER '" SIDEWALK SEE BRIDGE SHEET T37 ~ . c ~ ..., ~ e ~ E 0 ~ OJ ,'.- C I <0 '" , c ~ " OJ ~ c I <i: " G PEDESTRIAN BARRIER '" SIDEWALK SEE BRIDGE SHEET T37 19+BO.3, (265' LT) j 19+82.0 (203' LT) 20+082 (34' LT) [ 20+09 1 27 5' LT CEMENT CONC. TRAFFIC . CURB AND GUTTIER 6.5' SIDEWALK 19+6900 I -Lt) 8A~ O[!AVEMENT SEAT I I 20+50 BEGIN PlANINGr----:~-' - - BITUMINOUS PAVEMENT I ~ LEFT I N I , L , I I / ~ l=cJ I. 'x(L__~~~~~ CHAIN LINK FENCE - lYPE 3 19+00 'N '0 N 21 +030 (20' LT) MATCH EXISTING o N I 21+0? I I 21+03.0 END PlANING BITUMINOUS ~PAVEMENT ,- LEFT I SAWCUT 2~ +030 (0' TO 20' RT) --.1.,,_ 6 :;~~.O (29' RT)s:::}jl tn I [~: 1 i ' I' EXISTING ~I I : I ' ,~ t5' I: ~ I I: I 8TH STREET 'N in MATCH EXISTING SIDEWALK (J-i PEDESTRIAN BARRIER '" SIDEWALK I -SEE BRIDGE SHEET T37 :- " \ , I II 1-' - .-- 20+08 2 (28' RT) 19+87 6 (225' RT) 19+80 3 (26 5' RT) r' - "';; .g CALL 48 HOURS '" ... "" BEFORE YOU DIG i\i 1 (800)424-5555 :J . II " DESIGNED S GRAFF DATE 12/2006 "" 1: DRAWN E BLAKE DATE. 12/2006 0 "- OJ CHECKED R. MOORE DATE. 12/2006 ~ c H SCALE AS NOTED V SCALE NONE g ~ '" ALL DIMENSIONS ARE IN FEET NO DATE REV! SI ON "- BY APPEND UNLESS OTHERWISE NOTED PLAN (TUMWATER CREEK BRIDGE) P ~ f ~ SCALE IN FEET ~~ exeltech 1.Deoy, WA . Seattle, WA . Salem. OR Exeijech Consulbng, Inc 2590 Willomette Dr NE Locey, WA 98516 Phone 360.3578289 Fax. 3603578225 ~ 8TH STREET BRIDGE REPLACEMENTS P1 PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457 0411 PAVING PLAN OF '. . C> ;!j :::: e '" ~ ~ ~ ., " C> I <0 '" I c; 0; ~ " ., ~ C> ~ ;';, s 9- ~ Q .g> ! 1l, ~ ~ ! ~ '" ~ -8 I ~ C> C> ~ ~ Q .g> Ji . .., ~ CALL 48 HOURS " BEFORE YOU DIG ~ 1 (800)424-5555 q; '" ~ "< ~ ~ ., ~ ~ <l C> ,. "- NO DATE ! i [,_,'_______.1 I I I I I 26+0~ I I ~ ~ I \ \ c". '", '", DESIGNED S GRAFF DRAWN E BLAKE CHECKED, R MOORE H SCALE AS NOTED i I i ) I I I I i i /i [C'! ",' ;,} ;j}~~ I :1 I L) . I I ti'I'O: "..::oJ I '\7 li I 27+500 BEGIN ~j\ PlANING BITUMINOUS : -- PAVEMENT - LT -------: 27+1944 A p, : f- W W 0::: f- Vl 28+38 8, 32 4 RT 28+37 4, 32 4' RT MATCH EXISTING 28+374, 268 RT MATCH EXISTING 28+60 6, 26 5' L T PEDESTRIAN BARRIER & SIOEWALK SEE BRIDGE SHEET V37 '<0 , I ! ~:: i ~ ! ! -- Y w z: 0::: 28+374, 20' RT MATCH EXISTlNli- 28+10.0 ENO I PLANING BITUMINOUS I CEMENT CONC PAVEMENT _ LT :'0 CURB AND GUTTER 2a:;:oo--; '" 28+53.6, 22 5' LT , 8TH STREET 27+00 \ -- 7'-\P/~ "'=-q-- i ~\ II II " " I I II :Iil! I' I II I I n n;' 11 Ir'" " I, II lit II III PEDESTRIAN BARRIER & SIDEWALK SEE BRIDGE SHEET V37 UNK FENCE - TYPE 3 5 RT 27+6600, 20' RT MATCH EXISTING 27+584, 29 l' RT MATCH EXISTING 27+584, 34 l' RT MATCH EXISTING 28+44 0, 31' RT 28+40 4, 26' RT ~ iL PEDESTRIAN BARRIER & SIDEWALK SEE BRIDGE SHEET V37 CHAIN LINK FENCE - TYPE 3 I I~' 111 J .---J L" L I lsll - - ---' :-11' 38+06 0 II U!I (285' LT)----J?J ~; -':~. 'j , d1/ MATCH EXISTING ,p='~- ,/ ' 11 CEMENT CONC TRAFFIC CURB AND GUTTER 38+ 20 0 END PLANING BITUMINOUS PAVEMENT 6 5' SIDEWALK 36+ 72 8, 35' LT 36+738, 285 LT 37+00 8TH STREET 65' SIDEWALK~, r, 1 I' (J, 4 0' SIDEWALK / \ !/\\\ --1 \ \ I i Ii 37+530 BEGIN PLANING BITUMINOUS PAVEMENT CEMENT CONC TRAFFIC CURB AND GUTTER ~ I ' "-, ~ I' ", : I I ~--~ , I. DATE 12/2006 DATE 12/2006 DA TE 12/2006 Y SCALE' NONE (VALLEY CREEK ? 40 to SCALE IN FEET BRIDGE) ~o -0/ ~ ---...... exeltech ~ Exellech Consuij,ng. Inc 2590 Willomelle Dr NE Locey, WA 98516 Phone 3603578289 Fox 360 357 8225 PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 REVISION BY APPEND tiQJI.. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Locey, WA . _, WA 'SMn, OR f- W W 0::: f- Vl >- 0::: 0::: W :I: U r r I, I " I I I 'f I, \\'''0 ~~r , ""Lf'i\ =~~_ 38+00 <,i'~y ~=~==~ / J,r~.:::--= ~ t" d:-.----' :1;; III 'v I i I; I: II ,: I" I: :k. :^ " : i I 8TH STREET BRIDGE REPLACEMENTS P2 PAVING PLAN OF . . . ~ , GENERAL NOTES LEGEN D <:> 1 CONTACT THE CITY FOR NEW BRIDGE END SKIP <:> LIGHTING SYSTEM CONNECTION TO CENTERLINE + EXISTING PROPOSED EXISTING LIGHTING SYSTEM MATCH EXISTING ;::: "IT SIGN 2 SEE BRIDGE DETAIL PLANS FOR 6 BRIDGE LIGHTING POLE AND ~ H~ ~ ! II I II CROSSWALK JUNCTION BOX DETAILS , ;;:>- 0'" -.J. 09 - - STOP BAR -.JO O-.J ~ !;:!o '0 ~ V)w rir 0 ww +, ~ PLASTIC TRAFFIC ARROW 0 -.Jz _"'-.J @)2 'A" 10+4880 ;\~ ~~ zW ~~&E~ \ 0", <( ~t= ~ LIGHT STANDARD BEGIN SKIP 20 20 i'f I CONNECT TO EXISTING STREET >- wI CENTERLINE ~ ~ ,""' ! '","1, '''"'' "''''1 "N ~rn~ A ~ TYPE I JUNCTION BOX u , ~ OF PORT ANGELES FOR DETAIL I " .' , I , ,: . , ' ./ ---- CONDUIT AND CONDUCTORS , \.. . - . . . .. it: i - 0 ill . , CONSTRUCTION NOTE / " ~ 0 ,-- - - / ,~,,:' - -- + CD SIGN NOTE "'-'= "";! - ~ -,...-=~~- -.~.- -:: - -.=.~ - - --::-- -:- tr) -- '\.~ ~I \ \ '" 8th STREET 1 - <ri ~ [E] " \ '" \ \ -.., SIGN REMOVAL NOTE '" '", 8+00 '" '" <( ffi 9+00 10 00 12+00: I 3):J \ WIRING NOTE 11+00 :::1 :::13 ~ . (/) \ I u--o BRIDGE LUMINAIRE STANDARD I AND JUNCTION BOX '", : :::1 '" LU '" - '" '" I " Z .. -- 2 I ",I '" .....J ,- . -- .~ . "" ~ '" A _I ;C' :r: '{J! - --\- . H. "-~ - '/ \' - \ \' W ~ u ~ )~51 80 J' .~-- ~ <( ~ I- '" >- DOUBL~ YELLOW '" dl 2 10 '0 0 END SKIP 0'-" 20' CENTER LINE, 0 0' RT a ~~ 0 o w>- 0 W CENTER LINE @ WIRING SCHEDULE aa...z~ ro os;? =:ix " ~ . . +V1o::W '" 0.. -' CO:zw::r: + ~o:: RUN NO CONDUIT <(C3~~ en ~w D CONDUCTORS REMARKS I-WW<C <(Cl~ SIZE Vlmu:::i: I- Z w ~@> STA 10+0000 ~ wu = 2-#8 "A" 10+00 00 10 1 2' PVC - 1-#8 GROUND [ <:> <:> + LUMINAIRE SCHEDULE m I I LUM, POLE POLE POLE LUMINAIRE CIRCUIT REMARKS NO STATION OFFSET HEIGHT TYPE NO CONSTRUCTION NOTES 1 9+ 55 50 260 L T 30 EXST 200- W - TO REMAIN I- 2 11+0570 240 RT 30' EXST 200- W - TO REMAI N ill PLASTIC STOP LINE, PER WSDOT STD W 3 12+4025 245' LT 30 200-W - SEE BRIDGE PLANS FOR DETAILS W I PLAN M15 10 00 a::: I @ l- I REPLACE EXISTING LIGHT POLE c.n I' FOUNDATION AND INSTALL TYPE I JUNCTION BOX PEDESTRIAN GUY SIGNING SCHEDULE GUY FURNISHED BY THE CITY CONNECT :: TO EXISTING STREET LIGHTING CIRCUIT <( STATION OFFSET NEW /EXST CODE SIZE DESCRIPTION REMARKS "A" 8+32 20 I :: CINCHES) @ DOUBLE YELLOW CENTER LINE PER WSDOT 10 BEGIN SKIP 1 9+ 7350 45 8' LT NEW Rl-1 30x30 STOP INSTALL NEW SIGN AND POST STD PLAN M20 50 00 CENTER LINE, 00' RT \ NEW 03-101 8x30 8th ST INSTALL NEW SIGN MATCH EXISTING NEW D3-101 8x24 A" ~T INSTALL NEW SIGN @ 4' SOLID WHITE EDGE LINE PER WSDOT 2 10+2990 46 l' RT NEW Rl-1 30x30 STOP INSTALL NEW SIGN AND POST STD PLAN M20 10 00 (ALLEY) NEW 03-103 8x30 8th ST INSTALL NEW SIGN NEW 03-101 8x24 "A" ST INSTALL NEW SIGN @ INSTALL LIGHTING BRACKET PER WSDOT 3 11+04 2 23 7' RT EXIST R4-1 , DO NOT PASS REMAIN STD PLAN DETAIL J-l b <:> EXIST R2-1 - SPEED LIMIT 30 MPH REMAIN <:> INSTALL LUMINAIRE POLE AND LUMINAIRE + 00 @> SKIP CENTER LINE PER WSDOT STD PLAN M20 50 00 PLAN CALL 48 HOURS SCALE 1"=20-0 BEFORE YOU DIG 1 (800)424-5555 DESI GNED YONG ZHU DA TE 12/2006 ~ ~ ~ DRAWN, ED GOZUN DATE 12/2006 ~'v o'f WASIy I ~ Exeltech Consulting, Inc ~ 8TH STREET BRIDGE REPLACEMENTS C1 Qc '~~:~ --- --- PUBLIC WORKS DEPARTMENT CHECKED GERRY WILLHELM DA TE. 12/2006 .~&;;' ~ ~~ ~~~I~':~ 2590 Wllbomelte Dr NE CI TY OF POR T ANGELES /"lIl'!;\' l\it...- Locey, WA 98516 H SCALE r =20 V SCALE none Phone 360 357 8289 FINAL CHANNELIZATION, SIGNING ~~ 321 EAST 5TH STREET POBOX 1150 FILE 1727chan dwg PROJ NAME '- f's :e'GIS n:*" :-,If' \: fox 360 357 8225 Of ~IONAL Ie"" . PORT ANGELES, WA 98362 PHONE (206) 457-0411 AND IllUMINATION PLAN ALL DIMENSIONS ARE IN fEET LOCHNER NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED EXPIRES 10 28 08 C> .. ~ '" '" ., " C> :? <; ~ " ., ~ C> :3 ti 'i 9- .. " -li' ! ~ " . " ~ i5. ~ I ~ 25 ~ II ~ c\5 ;; ~ '" '" i5 II " 0. C '" "is 0. ., ~ C> ~ C> ~ 0. . . . 0 0 + /'I') on <0 in r" <l: I- oo'~ 8th S T R E ET (fJ 14+00 w ~ z --' r on I " :r: on U <0 I- <l: ~ GENERAL NOTES 1 CONTACT THE CITY FOR NEW BRIDGE LIGHTING SYSTEM CONNECTION TO EXISTING LIGHTING SYSTEM 2 SEE BRIDGE DETAIL PLANS FOR BRIDGE LIGHTING POLE AND JUNCTION BOX DETAILS Q ... .; e o $ E & ..., ..., '" Q I ~ I a 'f " '" Pj Q d I li 'i 9- ~ ~ -8' ~ l'l. ~ o .s ~ ~ I ~ 0: c:; '" ~ i &i ~ ~ CALL 48 HOURS "" BEFORE YOU DIG ;;; 1 (800)424-5555 ~ OJ '" ~ '< l5 "- '" Pj Q ~ ). "- NO DATE REVISION 0 0 + DO on <0 r" on ,--- <l: I- 16+00 17+00 ~18 (fJ ~ w Z in --' on I <0 U I- <l: ~ " ...-- .-. 0:: C/) 15+00. DOUBLE YELLOW CENTER LINE @ W I- :J 0 a:::. ~ i _~ U :J a:::. I- a:::. W I- <( 3: ~ :J I- (ALLEY) PLAN SCALE r =20'-0 DESI GNED YDNG ZHU DATE 12/2006 DRAWN ED GOZUN DATE 12/2006 CHECKED GERRY WILLHELM DATE 12/2006 H SCALE 1 =20 V SCALE none 2590 Wilhomelte Dr NE Locey. WA 98516 Phone 360 357 8289 Fox. 360 357 8225 Exeltech Consulting, Inc FILE 1727chon dwg PRDJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED LOCHNER ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 LUM NO 4 5 6 POLE STATION 13+6425 15+3025 16+7425 LEGEND EXISTING PROPOSED SIGN I U U ~ i II I II CROSSWALK STOP BAR jj PLASTIC TRAFFIC ARROW +--1( LIGHT STANDARD IZI TYPE I JUNCTION BOX CONDUIT AND CONDUCTORS CD CONSTRUCTION NOTE CD SIGN NOTE [E] SIGN REMOVAL NOTE & WIRING NOTE ~ BRIDGE LUMINAIRE STANDARD AND JUNCTION BOX CONSTRUCTION NOTES @ DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M20 50 00 @ 4 SOLID WHITE EDGE LINE PER WSDOT STO PLAN M20 10 00 @ INSTALL LIGHTING BRACKET PER WSDOT STD PLAN DETAIL J-) b INSTALL LUMINAIRE POLE AND LUMINAIRE LUMINAIRE TYPE 200-W 200-W 200-W LUMINAIRE SCHEDULE CIRCUIT NO REMARKS SEE BRIDGE PLANS FOR DETAILS SEE BRIDGE PLANS FOR DETAILS SEE BRIDGE PLANS FOR DETAILS WIRING SCHEDULE RUN NO CONDUIT D SIZE CONDUCTORS REMARKS POLE POLE OFFSET HEIGHT 245 RT 30 24 5' LT 30' 245 RT 30' 2 PVC 2-#6 1-#6 GROUND 8TH STREET BRIDGE REPLACEMENTS C2 FINAL CHANNELIZATION, SIGNING AND IllUMINATION PLAN OF . . E ~ '" " '" I ~ I Q c;; . " ~ OJ <c! u I G ]" .9- ~ ~ ! ~ '" ~ 0 9- ~ ~ ~ I ~ 8 ~ ., " ~ Ji ;; ~ iii <: ~ . :l Q; '" < '" ~ .. '" ~ '" ~ '" ~ .. LEGEND - co co + '" EXISTING PROPOSED - CEDAR 11+7500 10 SIGNING SCHEDULE V END SKIP "IT SIGN CENTER LINE, 0 0 RT STATION OFFSET NEW /EXST CODE SIZE DESCRIPTION REMARKS MATCH EXISTING i ~ ft ~ J III II CROSS !INCHES) - - 20+39 80 29 7' LT NEW R8-30 12x12 NO PARKING INSTALL NEW SIGN AND POST - - STOP 20+3980 1297' LT NEW - - BUS STOP INSTALL NEW SIGN AND POST 21+0430 22" LT. EXST R4-1 - DO NOT PASS REMAIN rir PLASTI EXST R2-1 - SPEED LIMIT 30 MPH REMAIN 21+24.10 489 LT NEW Rl-1 30x30 STOP INSTALL NEW SIGN AND POST I ~ LIGHT NEW D3-101 16x60 8th ST INSTALL NEW SIGN I NEW D3-101 16x72 CEDAR ST INSTALL NEW SIGN I IZI TYPE I 21+7310 50 2' RT NEW Rl-l 30x30 STOP INSTALL NEW SIGN AND POST ! NEW D3-101 16x60 8th ST INSTALL NEW SIGN I ---- CONDU NEW D3-101 16x72 CEDAR ST INSTALL NEW SIGN , 6 20+54 70 I?? 0 T EXST R8 30 12x12 NO PARKING REMOVE SIGN AND POST , (j) CONST , CD SIGN N , LUMINAIRE SCHEDULE CD SIGN R t~TIE POLE POLE LUMINAIRE CIRCUIT co & WIRING REMARKS co STA JON OFFSET HEIGHT TYPE NO I + , 18+1825 245' LT 30' 200-W - SEE BRIDGE PLANS FOR DETAILS ! :::: ~ BRIDGE I ,I 19+6129 245 RT 30 200-W - SEE BRIDGE PLANS FOR DETAILS I II AND J 21+0300 220' L T 3D' EXST 200-W - TO REMAIN 22+51 50 220 RT 3D' EXST 200-W - TO REMAIN I CE~ '''~~ I, GENERAL NOTE STA 21+49.39 = 1 CONTACT THE CITY FOR NEW BRID I' SO", i\. 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"1 I I 29 00 '" <( t' 30 t- (f) ~ '", '" <.0 :r: U t- <( ~ LEGEND CONSTRUCTION NOTES EXISTING PROPOSED G> PLASTIC CROSSWALK, PER WSDOT STD "IT SIGN PLAN M15 1000 113nllllll CROSSWALK ill PLASTIC STOP LINE, PER WSDOT STD STOP BAR PLAN M15 10 00 ill PlASTIC TRAFFIC ARROW PER WSDOT r2r PLASTIC TRAFFIC ARROW STD PLAN M24 40 00 ~ LIGHT STANDARD G) REPLACE EXIS11NG UGH1 POLE IZI lYPE I JUNCTION BOX FOUNDATION AND INSTALL lYPE I JUNCTION BOX PEDESTRIAN GUY CONDUIT AND CONDUCTORS FURNISHED BY THE CITY CONNECT TO EXISTING STREET LIGHTING CIRCUIT G> CONSTRUCTION NOTE @ DOUBLE YELLOW CENTER LINE PER CD SIGN NOTE WSDOT STD PLAN M20 50 00 ill 8' WHITE LINE PER WSDOT STD PLAN [E] SIGN REMOVAL NOTE M20 50 00 & WIRING NOTE @ 4 SOLID WHITE EDGE LINE PER WSD01 ~ BRIDGE LUMINAIRE STANDARD STD PLAN M20 10 00 AND JUNCTION BOX @ INSTALL LIGHTING BRACKET PER WSDOT WIRING SCHEDULE STD PLAN DETAIL J-1 b INSTALL LUMINAIRE POLE AND LUMINAlRE RUN NO CONDUIT @ SKIP CENTER LINE PER WSDOT D SIZE CONDUCTORS REMARKS STD PLAN M20 50 aD 2-#8 2 PVC 1-#8 GROUND 8TH STREET BRIDGE REPLACEMENTS C4 FINAL CHANNELIZATION, SIGNING AND ILLUMINATION PLAN LOCHNER 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 OF . . . -- LEGEND EXISTING PROPOSED - SIGN -rr i ~ ~ ill II I II CROSSWALK - - STOP BAR 3 PLASTIC TRAFFIC ARROW i ~ LIGHT STANDARD \ IZI TYPE I JUNCTION BOX f '" swo A A ---- CONDUIT AND CONDUCTORS 0 _-=> WHITE LINE @ , \ ill CONSTRUCTION NOTE 0 ( ( 0 + 1 0 CD SIGN NOTE 0 -- -/r + 1'1') <Cl - f ; I/) [E] SIGN REMOVAL NOTE <0 I ;,-, 1'1') <0 & <:( ;,-, { I I / f', ( ;,-, WIRING NOTE ,~ ( <:( I- oo~ / P~15 ,~ :rt 17 ,~ (/) 31+00 8th STREET 32+00 33+00 34+00 ~35 I- ~ BRIDGE LUMINAIRE STANDARD (/) , AND JUNCTION BOX W -", M \ w Z U16 -", ::i ~" ~.... ~.... Z ~.... ::i <Cl I ) 14 I \ I / ! <Cl I <Cl 1 \ <Cl U <0 <0 :c I- ~A \ OOUB~ mlOW ~A ~ ~A u <:( ---- I- ~ <:( 9 ~ CONSTRUCTION NOTES CENTER LINE @ @ DOUBLE YELLOW CENTER LINE PER WSDOT STD I PLAN M20 50 00 @ 4' SOLID WHITE EDGE LINE PER WSDOT STD PLAN M20 10 00 -- @ LUMINAIRE SCHEDULE INSTALL LIGHTING BRACKET PER WSDOT STD PLAN DETAIL J-1 b LUM POLE POLE POLE LUMINAIRE CIRCUIT INSTALL LUMINAIRE POLE AND LUMINAIRE NO. STATION OFFSET HEIGHT TYPE NO REMARKS 14 30+48.26 245' RT 30 200- W - SEE BRIDGE PLANS FOR DETAILS 15 31+ 7828 245 LT 30' 200-W - SEE BRIDGE PLANS FOR DETAILS GENERAL NOTES -16 _33+06 12 24 5' RT 30 200-W - SEE BRIDGE PLANS FOR DETAILS 17 34+3395 - 24.5 LT 17' 200-W - SEE BRIDGE PLANS FOR DETAILS . 1 CONTACT THE CITY FOR NEW BRIDGE LIGHTING SYSTEM CONNECTION TO I EXISTING LIGHTING SYSTEM 2 SEE BRIDGE DETAIL PLANS FOR BRIDGE LIGHTING POLE AND JUNCTION BOX DETAILS. I WIRING SCHEDULE : RUN NO CONDUIT D SIZE CONDUCTORS REMARKS t PVC 2-#8 - (ALLEY) 1 1-#8 GROUND I PLAN CALL 48 HOURS SCALE 1'-20'-0 BEFORE YOU DIG 1 (800)424-5555 DES! GNED YONG ZHU DATE 12/2006 ~ ~ 8TH STREET BRIDGE REPLACEMENTS C5 DRAWN ED GOZUN DATE 12/2006 ",?,V or WASIt/ <'-s; Exeltech Consulllng, Inc ~ ~ "'<... "'Q ~ PUBLIC WORKS DEPARTMENT CHECKED GERRY WILLHELM DA TE 12/2006 '\9~'i:~ 2590 Williomette Dr NE CITY OF PORT ANGELES ..p-xeltech Locey. WA 98516 H SCALE r=20' V SCALE none l ~J! ~~~I Phone 360 357 8289 321 EAST 5TH STREET POBOX 1150 FINAL CHANNELIZATION, SIGNING ~ ~CGISTt..~'V \~ Locey. WA . Soot... WA . Solem. OR rox 360.3578225 OF FILE 1727chon dog PROJ NAME PORT ANGELES. WA 98362 PHONE (206) 457-0411 AND IllUMINATION PLAN SsIONAL c~ LOCHNER ALL DIMENSIONS ARE IN FEET .......... NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED EXPIRES 10 28 08 I Q E ~ '" '" C I ~ I c; '" . 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'" ~ . o ~ c '" 0; .g I ~ '" '" ~ ~ .g> ciS w -~ z :J '" '" :::I: '" U I- 4: ~ DOUBLE YELLOW CENTER LINE @ ,( <; ~ CALL 48 HOURS -c BEFORE YOU DIG ~ 1 (800)424-5555 -:: '" c '" CONSTRUCTION ill ill ill ill @ 0) @ @ PLASTIC CROSSWALK, PER WSDOT STD PLAN M15 1000 PLASTIC STOP LINE, PER WSDOT STD PLAN M15 10 00 PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M24 40 00 RELOCATE EXISTING LIGHT POLE INSTALL TYPE I JUNCTION BOX PEDESTRIAN GUY FURNISHED BY THE CITY CONNECT TO THE EXISTING LUMINATlON SYSTEM, SEE LUMINAIRE SCHEDULE FOR DETAIL DOUBLE YELLOW LINE PER WSDOT STD PLAN M20 50 00 8" WHITE LINE PER WSDOT STD PLAN M20.50 00 4" SOLID WHITE EDGE LINE PER WSDOT STD PLAN M20 10 00 INSTALL LIGHTING BRACKET PER WSDOT STD PLAN DETAIL J-l b INSTALL LUMINAIRE POLE AN9 ~UMINAIRE SKIP CENTER LINE PER WS~T STD PLAN M20 50 00 r _. ' I I ' I I I ! NOTES '", N DESIGNED YONG ZHU DATE 12/2006 DRAWN ED GOZUN DATE 12/2006 CHECKED GERRY WillHELM DA TE 12/2006 H SCALE r = 20 V SCALE none FILE 1727ehon dog PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWI SE NOTED , o et ~ ~ " :Y- et NO DATE REVISION BY APPEND @ o N '" '" + ~~ STREET ;::J ill I- 0:: '0 o QLl1 ~ &1 Wz. .... - +: ....J " 00..., 1"1 zt:: ;5 E3~ V) CD 3 7 PLAN SCALE 1 =20-0 o o + N STA 38+6521 = CHERRY 10+00 00 o o + := CHERRY 11+ 70 00 END SKIP CENTER LINE. 0 0 RT MATCH EXISTING 10 2 10 ",I- gO:: -' 0 3 ~'" ~~~ 0 .... '" ~ ~::J <0 13' + 00:: + '" c..., '" 1"1 ~~ '" <C '-'W ;::: I- ...,U V) V) CD '1-1.... 20 f -.,. c '" I- 0:: '0 o '" "'c. ~ ~~ + V')::J ~ Q:J~ ~ ~~ t-V) W II I 20' 20 I- W W 0:::: I- (f) >- 0:::: 0:::: W :r: U 2 7 o o + 0'> " Exeltech Consulting, Ine 2590 WilhomeUe Or NE Locey, WA 98516 Phone 360 357 8289 Fox 360 357 8225 ~ PUBLIC WORKS DEPARTMENT CI TY OF POR T ANGELES 8TH STREET BRIDGE REPLACEMENTS C6 23 - .~ C N - DOUBLE YELLOW 22 - CENTER LINE , @ " r, CHERRY 9+52.50 .y CHERRY 9+4850 10 END SKIP CENTER LINE , , CHERRY 8+ 75 00 BEGIN SKIP 10 CENTER LINE 0 0 RT lEGEND EXISTING PROPOSED SIGN I ~ B ill 11111 CROSSWALK STOP BAR jj PLASTIC TRAFFIC ARROW ~ LIGHT STANDARD IZI TYPE I JUNCTION BOX CONDUIT AND CONDUCTORS ill CONSTRUCTION NOTE CD SIGN NOTE [[] SIGN REMOVAL NOTE & WIRING NOTE M----o BRIDGE LUMINAIRE STANDARD AND JUNCTION BOX 3 7 GENERAL NOTES ~ CONTACT THE CITY FOR NEW BRIDGE LIGHTING SYSTEM CONNECTION TO EXISTING LIGHTING SYSTEM 2 SEE BRIDGE DETAIL PLANS FOR BRIDGE LIGHTING POLE AND JUNCTION BOX DETAILS o o '" ....c_ If) :JW _ OZ + cn:J o. ..., .... 001- < as: I- z'" V) ..., ~ Z l- V) X w :::I: U I- 4: ~ WIRING SCHEDULE RUN NO CONDUIT D SIZE CONDUCTORS REMARKS 2' PVC 2-#8 1-#8 GROUND LClCHNEA 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 FINAL CHANNELIZATION, SIGNING AND IllUMINATION PLAN Of' SIGNAL HEAD DISPLAY . R~" ~ II I; yO 12 ,I GO 12 R3-1 I I 24x24 VEHICLE PEDESTRIAN 0 0 HEAD NO HEAD NO + 11,12,21,22 28,29,48,49 ;::: 03-301 41,42,81,82 68,69,88,89 . e Q a '" ,,- a I I a Q, . "' '" ~ a < a a ~ ~ ID '" " c OJ ID ID '" .c '" ~ ID ~ . c '" c 0 0. '" '" '" 3- '" a 0 ~ 0. LEGEND EXISTING o-J--~ ~~- - --{> - If --l> -0 I 1- ~ 1':1/1 iZlSj ~ "',..." CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 NO DATE NEW/RELOCATED ~ ~ - ---#--.- -0 REVISION 8th PHASING DIAGRAM ~1 BLANK BLANK ~5 ~2 ~ ~6 ~ ~3 I BLANK BLANK 07 ~4 III · t ~8 VEHICLE MOVEMENT ~ PEDESTRIAN MOVEMENT CONfRACTOR ro VERIFY LOCATIONS OF ALL EXISTING uNDERGROUND UTILITIES PRIOR TO BEGINNING ANY SUBSURFACE WORK SEE SHEET TS4 FOR POLE SCHEDULE GENERAL NOTES VEHICLE SIGNAL rlEADS SHALL BE LED WITH GLASS LENS FACES AND BACKPLAfI=:S PRUVIDED ALL PEDESTRIAN SiGNAL ~EADS SHALL BE LED TYPE SIGNAL TIMING OPERATION SEQUENCE Sr/ALL BE AUJUSTED rHROUGH CONSTRUCTION PHASES COORDINATE WITH ENGINEER FOR SIGNAL flMING AND '~OORDINATlON ADJuSTMENTS 4 SEE SHEETS TCI - le5 FOR ~ONSTRUCTION SEQUENCE AND TRAFFIC CONTROL DETAIL w. 8tl1 ST. 5 TRAFFIC SIGNAL AT 8TH STREET "NO PINE STREET SHA'.L BE MAINTAINED AFTER COMDLETlON or CONSTRUCTION WORK 03-301 S. PINE ST. VIDEO CAMERA CABLE SHAL_ BE 20 -4C WITH PIGTAIL .0 SPliCE COILED AT CAMERA MOUNTING BRACKET AND HOME RUN 4C VIDEO CAMERA CABLE FROM SPLICE ro CONTROLLER -" WIRING SCHEDULE RUN NO RACEWAY / PRE - PED HEADS, VEHICLE VIDEO ILLUM POWER SERVICE INTER - D CONDUIT EMPTION BUTTONS HEADS CABLE #8 #6 #2 CONNECT SIZE 3CS 5C 5C 4C 6 PCC 1 l' - - - - - 2 - - 2 25" - - - - - 3 - 3 t EMPTY FUTURE TELEPHONE 4 2' - - - - 3 - - - 3" 4 4 4 - - . - 1 5 3' - - - 2 - - 3 - 3' 4 4 4 - - - - - 6 3" - - - 2 - - - - 2" - - - - 3 - - - 7 }" 2 2 2 2 - - - - 2' - - - - 3 - - - 8 3' 2 2 2 1 - - - - 2" EMPTY FUTURE TELEPHONE 9 3" 2 2 2 - I - I - I - I - 3" - I 4 4 I 2 - - I - I - 10 2 EMPTY FUTURE TELEPHONE 11 3' - I 2 2 1 I - - I - I 1 12 3 - I 2 2 1 I - I - I - I - 2' EMPTY FUTURE TELEPHONE 13 }" - 2 2 1 - - - - 14 MAST ARM 2 - 2 1 - - - - 15 MAST ARM 2 - 2 - - - - - 16 MAST ARM 2 - 1 - - - - - 17 MAST ARM - - 2 - - - - - 18 MAST ARM - - 1 - - - - - 19 MAST ARM - - 2 1 - - - - " 00 29+00 ~~--- I ,:=--=~ D3-301 S. PINE ST. 03-301 R3-2 24x24 w. 8U1 ST. I- o ~ ISI LIGHT STANDARD AND LUMINAIRE SIGNAL POLE WITH LUMINAIRE VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD EMERGENCY PRE-EMPT DETECTOR MAST ARM MOUNTEO SIGN JUNCTION BOX, TYPE 1 JUNCTION BOX, TYPE 2 JUNCTION BOX, TYPE 3 CONDUIT AND WIRING CONTROL CABINET ELECTRICAL SERVICE CABINET o o + 0'> Ii NOTES REMOVE AT COMPLETION - or CONSTRUCTION w Z I, 10.... I I: , I CONSTRUCTION (2) I c INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD WITH 33 MAST ARM AT STA 26+8578, 3663 Lr INSTALL TWO VEHICLE SIGNAL HEADS INSTALL ONE VEHICLE VIDEO DETECTOR, TWO EMERGENCY PREEMPTION DETECTORS INSTALL TWO PEDESTRIAN HEADS USING TYPE E MOUNTING, TWO PPB-M PUSHBUTTON ASSEMBLIES AND rERMINAL CABINET INSTALL 16 LUMINAIRE ARM '/11TH 200-W TYPE III MEDIUM CUTOFF HPS FIXTURE , I I , I ! II , II INSTALL FOUNDATION AND TYPE II SIGNAL STANDARD WITH 30 MAST ARM AT STA 26+8573, 3576 RT iNSTALL rwo VEHICLE SIGNAL HEADS INSTALL ONE '/EHICLE VIDEO DETECTOR, TWO EMERGENCY PREEMPTION DETECTORS INSTALL TWO PEDESTRIAN HEADS USING IIPE E MOUNTING, rwo PPB-M PUSHBUTTON ASSEMBLIES AND TERMINAL CABINET I I :1 INSTALL FOUNDATION AND TYPE Ii SIGNAL STANDARD WlrH 33 MAST ARM AT STA 27+5327, 3698 RT INSfALL TWO VEHICLE SIGNAL HEADS INSTALL ONE VEHICLE VIDEO DETECTOR, TWO EMERGENCY PREEMPTION DETECTORS INSTALL TWO PEDESTRIAN HEADS IJSING TYPE E MOUNTING, TWO PPB-M PUSHBUTTON ASSEMBLIES AND TERMINAL CABINET ~ ~ INSTALL FOUNDATION AND TYPE II SIGNAL STANDARD WITH 30 MAST ARM AT STA 271-5335, 3500 RT INSTALL TWO VEHICLE SIGNAL MEADS INSTALL ONE VEHICLE VIDEO DETECTOR, TWO EMERGENCY PREEMPTION DETECTORS INSTALL fWO PEDESTRIAN HEAOS IJSING TYPE E MOUNTING, TWO PPB-M PUSHBUTTON ASSEMBLIES AND TERMINAL CABINET DI VIDEO DETECTOR BY APPEND DESIGNED YONG ZHU DA TE 12/2006 DRAWN ED GOZUN DA TE 12/2006 CHECKED' GERRY WILLHELM DA TE 12/2006 H SCALE 1 =20 V SCALE 1 =20 FILE 0328TSO 1 -08 dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED INSTALL FOUNDATION, SERVICE CABINET rYPE B MODIFIED WITH METER BASE AND CONTROL CA81NET SEE 'IISDOT STD DLAN J-3b ~~-::----- /- ~-,~ xeltech LOCHNER 8TH STREET BRIDGE REPLACEMENTS TEMPORARY TRAFFIC SIGNALIZATION PLAN 8th STREET AND PINE STREET OF PUBliC WORKS DEP"RTMENT CITY OF PORT ANGELES TS1 Exeltech COl'1sulbng, Il1c ~ 321 EAST 5TH SfREET POBOX 1150 P0RT ANGELES, W" 98362 PHONE (206; 457-04'1 2590 'NdhomeHe Dr NE Lacey, WA 98516 Phone 3603578289 Fox 3603578225 Seattle, NA Solem, OR . . . " " '" ~ ~ E' ~ " '" ,': " I I o 0, . " '" ~ I '" " I o ~ ~ -. 9- ~ " ! . '" , . ~ 5- , '" 0; . " 1 ~ c c ~ . . '" " dj . ~ CALL 48 HOURS "' BEFORE YOU DIG ~ 1 (800)424-5555 . '" , " c o Q '" ~ 5- '" " " ~ Q NO DATE REVISION ~--~ 7+00 II 8th STREET D- '- I II I, II CZ:~~3~,g! I C(!)I R3-1 24x24 BY APPEND DESIGNED YONG ZHU DA TE 12/2006 DRAWN ED GOZUN DA TE 12/2006 CHECKED GERRY WILLHELM DA TE 12/2006 H SCALE 1 20 V SCALE 1 20 FILE 0328TSD 1 -08 dwg PROJ. NAME ALL DIMENSroNS ARE IN FEET UNLESS OTHERWISE NOTED 38+00 J I I' -I I ./ II I l' ii, I I II Cl Cl + ::: ! I ! I I .I :r' _,~, - -Ii , ~~ - -,.. ~~~ I ' Cl Cl + Ol 39+00 d ,/ I- W W 0::: I- If) >- 0::: 0::: W ::r U , ' I I I I R3-2 24x24 ~~~-~ - REMOVE AT '~', COMPLETION OF , Ill, CONSTRUCTION , . " txeltech COflSUlttng, Inc lacey, WA 2590 W,lhomette Or NE Locey, WA 98515 Phone 3603578289 Seattle 'NA Salem, OR Fox 360.3578225 LOCHNER @ TEMPORARY PHASING DIAGRAM !II BLANK BLANK !Is ~ ------- ~2 - ~6 ------ , ~3 BLANK BLANK ~7 ~4 t ~l__ It t ~8 VEHICLE MOVEMENT ~ PEDESTRIAN MOVEMENT PUBLIC WORKS DEFARTMENT C:T( OF PORi ANGELES 321 EAST STfi STREE' PO 80X 1150 PORT ANGELES. WA 98362 P~ONE (206) 457-0411 GENERAL NOTES TEMPORARY TRAFFIC SIGNS SHALL BE REMOvED AFTER COMPLETION OF CONSTRuCTION WORK 2 SIGNAL TIMING OPERATION SEQUENCE fHROUG~ CONSTRUCTION PHASES SEE PHASING DIAGRAM FOR SIGNAL OPERATION SEQUENCE DETAIL COORDINATE WI fH ENGINEER FOR SIGNAL TIMING AND COORDINnlON ADJUSTMENTS 3 SEE SHEETS TC 1 - rcs FOR CONSTRUCTiON SEQuENCE AND TRAFFIC CONTROL DETAIL 4 TRAFFIC SIGNAL AT 8TH STREET AND CHERRY STREET SHALL BE MAINTAINED DURING CONS fRUCTlON WORK SEE TEMPORARY PHASING DIAGRAM FOR TRAFFIC SIGNAL OPERATION LEGEND EXISTING NEW/RELOCATED ~ LIGHT STANDARD AND LUMINAIRE ~ SIGNAL POLE WITH LUMINAIRE - VEHICLE SIGNAL HEAD -It---. PEDESTRIAN SIGNAL HEAD -0 EMERGENCY PRE-EMPT DETECTOR f-- MAST ARM MDUNTED SIGN 181 JUNCTION BOX, TYPE 1 ~ JUNCTION BOX, TYPE 2 CSJ JUNCTION BOX, TYPE 3 ------- CONDUIT AND WIRING ~ CONTROL CABINET ~ ELECTRICAL SERVICE CABINET 01 VIDEO DETECTOR 8TH STREET BRIDGE REPLACEMENTS TEMPORARY TRAFFIC SIGNALIZATION PLAN 8th STREET AND CHERRY STREET TS2 OF SIGNAL HEAD DISPLAY . "~" "~" ~ YO 12" yO 12 GO 12" GO 12' G/Y 8 12' VEHICLE PEDESTRIAN VEHICLE HEAD NO HEAD NO HEAD NO 21,22,41,42 28,29,48,49 11/61,51/21 61,62,81,82 68,69,88,89 . . MARINE DRIVE a .. ~" ~ ,e POLE/PEDESTAL SCHEDULE POLE LOCATION EMBEDMENT NO LENGTH POLE 0 TYPE (FEET) CLASS DEPTH (0) STATION OFFSET (FEET) 1 9+8498 3414, LT TIMBER 30 3700 6 2 9+7910 34 32, RT TIMBER 30 3700 6 3 10+27 28 34 26, RT TIMBER 30 2700 6 4 EX POLE WIRING SCHEDULE RUN NO RACEWAY / PRE- PED HEADS, VEHICLE VIDEO ILLUM POWER SERVICE INTER- L::, CONDUIT EMPTION BUTTONS HEADS CABLE #8 #6 #2 CONNECT SIZE 3CS SC SC 4C 6 PCC 1 1" 2 AERIAL 3" 3 3" 2 2 3 4 SPANWIRE 2 4 5 2 5 SPANWIRE 2 4 4 2 6 SPANWIRE 2 4 3 2 7 SPANWIRE 2 2 3 2 8 SPANWIRE 2 2 1 2 9 SPANWIRE 2 2 2 10 SPANWIRE 2 5 11 SPANWIRE 2 4 12 SPANWIRE 2 13 SPANWIRE 2 14 SPANWIRE 1 15 SPANWIRE CALL 48 HOURS BEFORE YOU DIG 1 (800)424-5555 EO" ~ a '" ,...: a I I 5 0- . 1> "' ~ a 1 "' a 1 5 ~ " 9- ~ . '" " ~ ~ '" c . e ~ c '" ~ 1> 1 . ~ a a ~ . . '" " ,jj . . , u; " i<; . . ~ " DESIGNED YONG ZHU DATE 12/2006 DRAWN ED GOZUN DA TE 12/2006 CHECKED GERRY WILLHELM DA TE 12/2006 H SCALE 1 =20 V SCALE 1 =20 FILE OJ2BTSO 1 -OB dwg PROJ NAME ALL DIMENS[QNS ARE IN FEET UNLESS OTHERWISE NOTED , o Q "' ~ ~ '" Q Q .:Y- Q NO DATE REVISION BY APPEND 0::::: W f- <( 3; 2: :) f- ~- ./ ------------ ::--- -~ xeltech Exeltech Consulting, Inc ~ 2590 W,II'ometle Or NE Locey, IIA 38516 Phone 3603578289 Fox 3603578225 Seattle WA Solem, OR LDCHNER EXPIRES 10~28-08 8TH STREET BRIDGE REPLACEMENTS TEMPORARY TRAFFIC SIGNALIZATION PLAN MARINE DRIVE AND TUMWATER STREET PHASING DIAGRAM Ql ..-J I , I Qs Q2 . __.-JJ ~I I I ~6 i-' ~ Q3 BLANK BLANK Q7 ~4 t t . t t Q8 ~ _J PROTECTED VEHICLE MOVEMENT PEDESTRIAN VEHICLE MOVEMENT PERMITTED VEHICLE MOVEMENT CONSTRUCTION o NOTES INSTALL TIMBER STRAIN POLE AND BACK GUY AT STA, 9+8498, 3414 LT INSIALL rNO VEHICLE SIGNAL HEADS ON SPANIVIRE 1 - 2 USING flPE P MOUNTING INSTALL fWO EMERGENCY PREEMPTION DETECTORS 'NSTALL TWO VEHICLE VIDEO DETE'~TORS INSTALL TWO PEDESTRIAN HEADS USING TYPE E MOUNTING, rNO PPB-M PUSHBUTTON ASSEMBLIES AND TERMINAL CABINET ' @ INSTALL TIMBER STRAIN POLE AND BACK GUY AT STA 9+7910, 3432 RT INSTALL TWO VEHICLE SIGNAL HEADS ON SPANWIRE 2-3 USING TYPE P MOUNTING INSTALL TWO PEDESTRIAN HEADS USING TYPE E MOUNTING, fWO PPB-M PUSHBUTTON ASSEMBLIES AND TERMINAL CABINET o INSTALL TIMBER STRAIN POLE AND BACK GUY AT STA 10+2728, 3426 '<T INSTALL TWO WEATHER HEADS AND CONDUIT AND WIRE PER WIRING SCHEDULE ON POLE INSTALL TWO VEHICLE SIGNAL HEADS ON SPANIVIRE 3-4 USING TYPE P MOUNTING INSTALL TWO VEHICLE VIDEO DETECTORS WITH SIDE MOUNT L BRACKET ON POLE INSTALL ONE PEDESTRIAN HEAD IJSING TYPE E MOUNTING, ONE PPB-M PUSHBUTTON ASSEMBLY AND TERMINAL CABINET INSTALL SPANWIRES ON EXISTING UTILITY POLE INSTALL THREE VEHICLE SIGNAL HEADS ON SPANWIRE 4-1 USING ryPE P MOUNTING INSTALL TWO PEDESTRIAN HEADS USING TYPE E MOUNTING, TWO PPB-M PUSHBUTTON ASSEMBLIES AND TERMINAL CABINET o @ @ INSTALL POST MOUNr SERVICE CABINET TYPE C WITH METER BASE, POST MOUNT CONTROLLER CABINET AND INTERCONNEcr CABINET ON TIMBER STRAIN POLE NO 3 INSTALL MESSENGER CABLE AND CONDUCTORS FOR SIGNAL POWER PER WIRING SCHEDULE ON EXISTING PA CITY L1GHr POLE COORDINATE CONNEcrlON TO EXISTING P1WER WITH JIM HARPER, (360) 417 -4702 PUBLIC WORKS DEPARTMENT CI TY OF POR r ANGEL~S 321 EAST 5TH STREET POBOX '150 PORT ANGELES, WA 98362 P~ONE (206) 4'57-0411 GENERAL NOTES vEHICLE SIGNAL HEADS SHALL BE LED WITH GLASS LENS FACES AND BACKPL;lTES PROVIDED 2 ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE rEMPORARY fRAFFlC SIGNAL SHALL BE REMOVED AFTER COMPLETION OF CONSTRUCTION WORK 4 SIGNAL TIMING OPERATION SEQUENCE AND INTERCO~NEcr COORDINATION SHALL BE ADJUSTED fHROUGH CONSTRUCTION PHASES SEE PHASING DIAGRAM FOR SIGNAL OPERATION SEQUENCE DETAIL COORDINATE WITH ENGINEER FfJR SIGNAL TIMING AND COORDINATION ADJUSTMENTS 5 SEE SHEETS TC 1 TCS FOR CONSTRUCTION SEQUENCE AND TRAFFIC CONTROL DETAIL 6 ALL EQUIPMENT REMOVED SHALL 9E DELIVERED ro THE CITY 7 CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BECINNING ANY SUBSURFACE WORK 8 VIDEO CAMERA CABLE SHALL BE 10 -4C Wlfh PIGTAIL ro SPLICE COILED AT CAMERA MOUNTING BRACKET AND HOME RUN 4C VIDEO CAMERA CABLE FROM SL,CE TO CONTROI_LER 9 VIDEO CONTROLLER SHALL BE ECONOLlTE RACK '/ISION OR APPROVED EQUAL 10 viDEO CAMERA CABLE SPLICE SHALL BE 8u IT SPLICE, SOLDERED, HEAT SHRINK AND SCOTCH COAT LEGEND EXISTING NEW /RELOCA TED 0-3--~ o-p: LIGHT STANDARD AND LUMINAIRE ~~- ~ SIGNAL POLE WITH LUMINAIRE - ---(> - VEHICLE SIGNAL HEAD - -If --f> ~ PEDESTRIAN SIGNAL HEAD -0 -0 EMERGENCY PRE-EMPT DETECTOR I I- MAST ARM MOUNTED SIGN ,- <> 0 JUNCTION BOX, TYPE 1 <, ~ !iiJ JUNCTION BOX, TYPE 2 " [SJ JUNCTION BOX, TYPE 3 c, MESSENGER CABLE AND WIRING f':171 ~ CONTROL CABINET iZlSi ~ ~ ELECTRICAL SERVICE CABINET '"'-Co,",", DI VIDEO DETECTOR TS3 OF . . . RUN NO 6 1 2 3 4 5 RACEWAY / CONDUIT SIZE 1 3' 2" I, PRE EMPTION 3CS WIRING SCHEDULE ILLUM #8 PED HEADS, VEHICLE BUTTONS HEADS 5C 5C SIGNAL HEAD AERIAL R~12 y012 G012 VEHICLE HEAD NO 21,22,41.42,61,62 DISPLA Y VIDEO CABLE 4C SERVICE INTER- #2 CONNECT 6 PCC /w IU <( 1-1 IQ POWER #6 2 6 3 j..!: ,-+- ,<.0 ; '<- i'" , I- !w ,W let:: !~V6) Q :--j ! ' I 1 r 8,~.. A)A~ c '-. , , I ~\ 'h. 62 42 61 C> " " ~ q f1 --~ ___________=~_- 1 ---------== - ---------- E 8- '" '" " C> I '" I 6 q, . " '" ~ C> .:i C> I 6 ~ s 9. " ~ .g' ~ " q, s . q ~ c q, ~ " I ~ .'> Cl Cl ~ " ~ q, " ,jj POLE/PEDESTAL POLE NO o LOCATION TYPE 1 TO BE SITE -DETERMINED TIMBER 35 2 TO BE SITE -DETERMINED TIMBER 40 ~ ;;;; CALL 48 HOURS " BEFORE YOU DIG ~ 1(800)424-5555 " g- '< a" ~ ~ .., C> C> ~ .. NO DATE REVISION A POLE CLASS EMBEDMENT DEPTH (D) (FEET) 6 6 \ \ \\ \ \ \\ \\ , \ SCHEDULE LENGTH (FEET) 3700 3700 BY APPEND DESIGNED YONG ZHU DATE 12/2006 DRAWN ED GOZUN DATE 12/2006 CHECKED GERRY WillHELM DATE 12/2006 H SCALE 1 20 V SCALE 1 20 FILE 0328TS01-08 dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED g~ Q:'?-~~~ 0' WAS~~~ 9 Lv....y .. ~\' 0V1 ..:. ;r. ~ -il 15268 ~ ~ '\"" ("; cGIST(~ $i- SS'ONAl t~\ . oryyw - EXPIRES 10 28 08 I , ' I L~ " : I i' I, h I r J o 20 40 I I I SCALE IN FEET OPTICOM PHASES PHASING DIAGRAM GENERAL NOTES DEVICE A B C PHASE ~2 ~4 ~6 DIRECTION EB SB WB &1 NOT USED NOT USED 1 VEHICLE SIGNAL HEADS SHALL BE LED WITH GLASS LENS FACES AND BACKPLATES PROVIDED &2 ~3 NOT USED \)5 L TEMPORARY fRAFF IC SIGNAL SHALL BE REMOVED AFTER COMPLETION OF CONSTRUCTION WORK ON VALLEY CREE~ BRIDGE OR AS DIRECTED BY T HE ENGINEER \)6 3 COORDINATE WITH ENGINEER FOR SIGNAL TIMING ADJUSTMENTS \)4 4 SEE SHEET TC06 FOR CONSTRUCTION SEQUENCE AND TRAFFIC CONTROL SIGNING NOT USED \)7 5 ALL EQUIPMENT REMOVED SH~LL BE DELIVERED TO THE CITY NOT USED 6 CONTRACTOR TO vERIFY LOCATIONS or ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY SUBSURFACF WORK \)8 7 VIDEO CAMERA CABLE SHALL BE 10 -4C WITH PIGTAIL TO SPLICE COILED AT CAMERA MOUNTING BRACKET AND HOME RUN 'C VIDEO CAM[R~ CABLE FROM SPLICE TO CONTROLLfR ---- PROTECTED VEHICLE MOVEMENT 8 VIDEO CONTROLLER SHALL BE ECONOLlTE RACK VISION OR APDROVED EQUAL 10 VIDEO CAMERA CABLE SPLICE SHALL BE BUTT SPLICE, SOLDERED, HEAT SHRINK AND SCOTCfi COAT .!:t'-~- --~~-=--- .' ---=------------- -=-- ~ - ----- - -- - -- ---" -- - - --------- --- -- --------- ------ /~---- ::::>--------~ ~eltech Lace} -NA Seottle, WA Solem, OR -~ --- ~ Exellech Consulting, Inc 2590 William,lt, 0, NE Locey, WA 98516 Phone 360 357 8289 Fax 360 357 8225 LOCHNER ~~- SIGNAL o CONSTRUCTION NOTES INSTALL TIMBER STRAIN POLE AND BACK GUY AT NORTHWEST CORNER OF SR 101/PINE ST INTERSECTION LOCATION TO BE DECIDED IN FIELD INSTALL SIX VEHICLE SIGNAL HEADS ON SPANWIRE 1-2 USING TYPE P MOUNTING INSTALL TWO EMERGENCY PREEMPTION DETECTORS AND TERMINAL CABINET o INSTALL TIMBER STRAIN POLE AND BACK GUY AT SOUTHEAST CORNER OF SR 101/PINE ST INTERSECTION LOCATION TO BE DECIDED IN FIELD INSTALL ONE VEHICLE VIDEO DETECTOR WITH [-BRACKEI TYPE MOUNTING ON POLE INSTALL POST MOUNT SERVICE CABINET TYPE C WITH METER BASE, POST MOUNT CONTROLLER CABINET ON TIMBER STRAIN POLE NO 1 (j) (9 INSTALL CONDUCTORS FOR SIGNAL POWER PER WIRING SCHEDULE ON EXISTING UTILITY POLE COORDINATE CONNECTION TO EXISTING POWER WITH JIM HARPER, (360) 417-4702 CHANNELIZATION NOTES @ PAINTED STOP LINE PER-WSDOT STD PLAN M15 10 00 REMOVE STOP LINE PRIOR TO REMOVAL OF TEMPORARY SIGNAL @ DOUBLE YELLOW CENTER LINE 120 LF, PER WSDOT STD PLAN 20 50 00 (j) REMOVE PAINf LINE, 35 LF INSTALL PAINT LINE PRIOR TO REMOVAL OF TEMPORARY SIGNAL @ @ 4 SOLID WHITE EDGE LINE, 25 Lf, PER WSDOT STD PLAN M20 50 00 REMOVE STOP LINE INSTALL STOP LINE. 23 LF, PER WSDOT STD DLAN M15 1000 PRIOR TO REMOVAL OF TEMPORARY SIGNAL ~ PUBLIC WORKS DEPARTMENT CITY or POF T ANGELES 321 EAS1 51H STREET POBOX 1150 PORT ~NGELE5. WA 98362 PHONE (206) 457-0411 - LEGEND L EXISTING NEW/RELOCATED TIMBER POLE AND LUMINAIRE @ SIGNAL POLE - VEHICLE SIGNAL HEAD ~ PEDESTRIAN SIGNAL HEAD -0 EMERGENCY PRE-EMPT DETECTOR i:8J JUNCTION BOX, TYPE 1 ~ JUNCTION BOX, TYPE 2 ISI JUNCTION BOX, TYPE 3 MESSENGER CABLE AND WIRING I*J CONTROLLER CABINET ~ ELECTRICAL SERVICE CABINET CJl VIDEO DETECTOR 8TH STREET BRIDGE REPLACEMENTS TEMPORARY TRAFFIC SIGNALIZATION AND STIPING PLAN US 101 AND PINE STREET j16th PLACE TS4 OF . . . FOUNDATION DEPTH TABLE ALLOWABLE LATERAL BEARING PRESSURE (PSF) FOUNDATION TYPE XYl (CUBIC FEET) TYPE 11,111 AND SD MAST ARM STANDARDS 600 900 1,200 1,500 3 ROUND 10' 10 11' 11' 3' SQUARE 8' 8' 9' 9' 4' ROUND 8' 8 9' 9 3' ROUND 8 8 9 11' 3' SQUARE 7 7' 7' 8 4' ROUND 7' 7 7 8' 3' ROUND 6 6 7' 11' 3 SQUARE 6' 6' 6' 6' 4 ROUND 6 6 6 6' THIS TABLE BASED ON A ~ (PHI) VALUE OF 26' FOR DOUBLE MAST ARM STANDARDS WITH 90' BETWEEN ARMS, USE THE LARGER XYl VALUE FOR FOUNDATION DEPTH SELECTION A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90' 1,000 1,500 2,500 DRAIN TUBE 3/4" CHAMFER-~ UNPAVED _~I \ d I 0 SURFACE\ Lr'"'t )( t I -,- l I CLASS 3000 . ll4 C~~:::J I CONCRETE~ ii- /,LU~ II II C.lL:::J 11 IT ~ ~ ~ oe ---- \ ~Q~~LL ~ ~~~EED ---------- 2$ f- CLR \ #4 HOOPS, RD" ~ OR SO AT 1'-0" APPROX CTRS E 8- '" '" " Cl , ~ , a 3' SQ OR RD, OR 4' RD '" . " '" 8 ",, Cl , a i:! FOUNDATION DETAIL s 9- ~ .g> ~ ~ g> ;0 ~ 3- o '" ~ " , ~ ~ Cl Cl !1 ~ ~ '" " J5 STD NO o B1 33 30 33 30 FIELD LOCATION TYPE MOUNTING HEIGHT (FT) A1 A2 170 40 170 - 170 - 170 - STATION 26+85 78 26+85 73 27+5327 27+5335 OFFSET LT RT P 0 A 36 63 x 90' 35 76' x 0' 36 98' x 90' 35 DO x 0' 1 2 3 4 III II II II NOTES CD CD G) MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART FIELD-INSTALLED EXISTING ILLUMINATED SIGN, TENON SPACING = 3 -0" ~ ~ ,;; CALL 48 HOURS .c BEFORE YOU DIG ~ 1 (800)424-5555 -g, o '" o lL ~ '" .s- '" Cl Cl ~ lL NO DATE 1,900 13' 10' 10' 13 8' 8 13' 7' 7' GROUT PAD THICKNESS = NUT HT +1' MAX :r: c- o.. w Cl z o ;;;0 N ~ ~i~ is N U u.. f OFFSET DISTANCES (FT) B2 B3 B4 - 25 - - 22 - - 25 - 26 22 195 DESIGNED YONG ZHU DRAWN ED GOZUN CHECKED GERRY WillHELM H SCALE 1 20 2,300 15' 11' 11' 15 9' 9' 15 7' 7' . IF El OR E2 SIGNAL ARM IS NOT NINETY DEGREES TO THE ANCHOR BOLT PLATE, THEN SPECIAL DESIGN POLE El POLE Oj3IENTATION L1~ () 1~ POLE ORIENTATION ANGLE (P 0 A) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (SETS ANCHOR BOLT ORIENTATION) m~'90' I I I Y ~ ATTACHMENT 90' POINT I --- ALL HANDHOLES r/ Al ,... m" E H~'61 18. 27'J' o ANCHOR BOLT PLATE 0 I E2 LOCATION STATION o 1) .90 D4il ~)- f' POLE ORIENTATION ATTACHMENT POINT Jl0 '7 -00 , [i 'Icb' I I 2 r PAVED / SURFACE I~ ill -0,," TYPE PPB PPB POST TYPE PS PED HEAD STANDARD AND DET AIL .--- '7 s:' _oS TYPE I VEHICLE HEAD STANDARD - Bl =[;] B2 b o 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 t- TYPE II MAST ARM SIGNAL STANDARD B6 ~.--- t B7 ___ B9 '0 ~ b ~-h ----------- --_________ 0 E E - B3={:} B4 b o Bl1 - SIGNAL STANDARD DETAIL CHART SIGNAL MAST ARM (Z) (POLE <i. TO ATTACHMENT POINT) B5 B6 B7 B9 B 10 32 - - 21 0 - 18 - - 145 - - - 21 0 - 14 - 170 - ALTERNATE NOTE (FOR TYPE N MOUNT ONLY) DRILL 1 HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE DATA Bll 13 9 13 9 B1 110 92 110 92 B2 4 WINDLOAD AREAS B3 B4 B6 9 2 - - 9 2 - - 9 2 - - 92 6 92 ~. I) E w~ ~ _ ,,?,:'v Ot WAS.lt~~ ~_ Exeltech Consultmg, Inc _~&l'-A~C 2. I ;f:-~~ ~~~~fI LO"Y~' ~ S,~tt",~, e S': o~ ~/ONAL \-~ I EXP'RE~~O.2B DB I LeCHNER DA TE 12/2006 DA TE 12/2006 DATE 12/2006 V SCALE 1 20 BY APPEND FILE 032BTS01-0B dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWI SE NOTED REVISION 2590 Wililomelte Dr NE Locey, WA 98516 Phone 3603578289 Fox 360 357 8225 o - SIGNAL CLEARANCE (FEET) 3 SECTION 12" 4 SECTION 12 5 SECTION 12 (FIL) (X)(Y) B7 B9 - 2 - 2 - 2 - 2 ~ I (l:r - C i , ~rrD I I I DISPLAY VERTICAL FROM STOP LINE -------1 I : , I F I I 2~ "hW ~ ~ IhkH I rtE ~rCD it ~gl~-'7 ~ ;:' 13'-0' I. \.? 00 ! MIN _ J '-- CURB :;;: 40' 45' MAX 192' 180 175' MIN 165' 165 165' MAX 175 170' 170' MIN 165' 165' 165' N <( , F or 50' 53'-150' MIN MAX 1 6 5' 22 0' 16 5 20 8 165 196' '7 0'0 _Gf\ tl9~ ~ ~ 'Ll'(b I I 2 MIN 165 165' 165 MAX 209 197' 185' ROADWAY LIMITS OF VERTICAL CLEARANCE REQUIREMENT TYPE III COMBINATION LIGHTING AND ARM MAST SIGNAL STANDARD Bl0 LUMINAIRE (X)(Y)(Z) ARM(FT) TOTAL(FT3\ C D 752 16 315 589 - 0 752 - 0 943 - 0 Bll 9 9 9 9 o VEHICLE DISPLAY b SIGN c STREET NAME SIGN d PRE-EMPT DETECTOR e DELETED (10-22-90) PUBLIC WORKS DEPARTMENT CI TY OF POR T AlvGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELE5 WA 98362 PHONE (206) 457-0411 TYPE IV STRAIN POLE STANDARD TYPE V COMBINATION LIGHTING AND STRAIN POLE STANDARD TYPE SO SPECIAL DESIGN STANDARD POLE ATTACHMENT POINT ANGLES (DEG) E 1 E2 F G 1 G2 H 11 o - 180 90 1 80 1 35 0 o - 1 80 90 1 80 1 35 0 o - 180 90 1 80 1 35 0 o - 180 90 270 135 0 FOUNDATION DEPTHS (FT) 3'RD 3 SO 4'RD REMARKS 12 270 270 270 270 LEGEND f LUMINAIRE 9 PEDESTRIAN DISPLAY h CABINET , PPB-M J HANDHOLE 8TH STREET BRIDGE REPLACEMENTS TS5 POLE SCHEDULE 8th STREET AND PINE STREET OF TERMINAL CABINETS I . 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S " . -3' ~ " '" < , e 3- & 0; ~ I . ~ C> C> ~ ~ . -3' ci5 .. ~I CALL 48 HOURS oS BEFORE YOU DIG ~ 1(800)424-5555 -1; '" < '" NOTE FOR WIRING SCHEDULE, SEE SHEET TSO 1 DESIGNED YONG ZHU DRAWN ED GOZUN CHECKED GERRY WILLHELM H SCALE - DA TE 12/2006 DATE 12/2006 DA TE 12/2006 V SCALE - ~---~ ----~ eltech Exeltech Consulting, Inc ~ PUBLIC WORKS DEPARTMENT C/ TY OF POR T ANGELES 8TH STREET BRIDGE REPLACEMENTS TS6 , o 0. <0 ~ C> 8' ~ 0. 2590 W"hometle Dr NE Locey, WA 98516 Phone 36D 357 8289 Fox 3603578225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. 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O~ ExeJtech Consul\!ng, Inc ~ 2590 Wllhametle Dr ~E Lacey. WA 98516 Phone 3603578289 Fax 3603578225 32' EAST 5TH STREET POBOX 1150 PORT ANGELES WA 98362 PHONE (206) 457-0411 WIRING DIAGRAM MARINE DRIVE AND TUMWA TER STREET OF LOCHNER PU6LlC WORKS DEPARTMENT Ci TY OF POR T ANGELES 8TH STREET BRIDGE REPLACEMENTS TS7 . . . CONTROLLER TERMINALS fCO"~ -B~ -W~ POWER -0 -Y -OR -0 -Y -OR -0 -Y -OR 5A! 0 5A20<(~ 5A30 5B10", 5B2 0 ~ ;;J; 5B3 0 rn 5C10 5C2 0 u ~ 5C30 EV P DETECTION '" ... 'n' 2 o ~ [ '" '" '" '" , ~ , <> '" . " ~ <l ~ , <> ~ s 9- 'n .g, ~ i3. ~ :i 6, ~ ~ , ~ 25 ~ '" } rl; !I~ -R -0 -G -B -w -R -0 -G -B -W -R -0 -G -B -W PREEMPT WIRING CODE TERMINAL CODING ORANGE 24-VOLT ~ CONNECT TO NEUTRAL BUSS YELLOW CALL [Q] CONTROL SIDE TERMINAL CONNECTION BLUE SPARE ~ CONNECT TO DETECTOR COMMOMN BUSS DRAIN GROUND D SPARE .. ~ CALL 48 HOURS oS BEFORE YOU DIG ~ 1(800)424-5555 -l: '" < "< , ~ ~ <l ~ Q. NO DATE REVI SI ON BY APPEND DESIGNED YDNG ZHU DATE 12/2006 DRAWN ED GOZUN DA TE 12/2006 CHECKED GERRY WillHELM DA TE 12/2006 H SCALE - V SCALE - FILE 0328TS01-08 dwg PROJ NAME All DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED TERMINAL CABINETS TC-l ;~ TC-l ;~ R 621 R 641 0 622 0 642 TO PORT ANGELES G 623 G 643 CITY LIGHT POLE B 624 B 644 TO CONTROLLER W 626 TO CONTROLLER W 646 TC-l ;i R 661 0 662 G 663 B 664 TO CONTROLLER W 666 ~~~O>-gj ~tJ :;: N n t:J~ ll1~~ <rw 0. CJ a::O<..:lCD;:: NOTE VEHICLE HEAD 41 - R 641 R o 642 Y G 643 G B 644 W 646 a::: 0 <..::HD 3= VEHICLE HEAD 41 - R 641 R o 642 Y G 643 G B 644 W 646 FOR WIRING SCHEDULE, SEE SHEET TS04 Exellech Consultmg, Inc 2590 W,lIlomelte Dr N[ Locey, WA 98516 phone 3603578289 Fox 3603578225 EXPIRES LOCHNER 10 28 08 ~ 8TH STREET BRIDGE REPLACEMENTS TS8 PUBLIC WORKS DEPARTMENT Ci TY OF POR T ANGELES WIRING DIAGRAM US 101 AND PINE STREET j16th PLACE OF 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 . . . 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RT ~~;J.--:'~~%/~~~1%;gE~~;;d':::~~;0;I[JI?-h;;:>::?}-;jf!//:;:>'I:""/ / -..j 11 / //1 I ~~~C~~E~~~)BE SAVED AND" 0 - -~ r" i; PLAN / / " -- , " ,__/u"'~_1/, 'W'M' N '-/'~A~"_V, '-",,,/" " "";:~'" -'" " , I g,~R ~N~I ' BEARING ALL PIERS N 33"16' 1 r E I I I ~ 1;-' Jl , , /~-1 , I , : , , , ' , ' i: I', j '- 'I , ~' , , , I "\ E J3. <:> ... s Vl ~ 8oq- it ~'" I..L.. +~ 0...... ~- """" ;>, ~~ ~a s Vl .... 0 ~ O.q. 0.. m~ "- +... 0(0 ~- """" ;>, ~~ ~a '" <:> 18<0 "'~ ,'" ... <'11+", "" "'~ w~ a:::1<~ elt1w , 18ee ~r-- '<'I... "'1+'" "" "'~ w~ a:1~~ elVlw , / UGHT STANDARD (lYP,) I 18<'1 ",r-- ,r--... ...,+... E5 ~- a:1~~ elVlw i / BRIDGE RAIUNG lYPE BP 18", ...~ "'II:+:: "" ee~ w~ a:l<~ el~UJ , I <:; \ ~ ~ <:> .... ::, ~ :5 I 0:: " {l' &i l; ~ E .:! 1) {l' ! '" '" ~ e 9- ~ ~ " , " ~ <:> <:> 9- '" " {l' &i !~E r I ,~ c:: :r-~,- , , " ......---.....- "- r-- E ~11 .L/ " ,- " L_ '.::.::..':.::"",] F F F F ~ / /' /' /' ./ ./ ./ /' /' /' _/' /' /' / /' /' ./ /' ./ /'/' /' (W83G) LIVE LOAD HL93 2H'1V MAX, SLOPE (lYP) "" -' '-' 71>: ",w ee> Z ~ EXIST, SR 117 NB- L EXIST SR 117 SB [ EXISTING CONCRETE I WALL TO BE REMOVED i r-SR 117 UN~___I-_____ / TUMWATER CREEK ~---------------- - --- ---------'C:~U:D LINE 25' RT OF L -LINE -"- ............_-..... " " " '- I ..., r~ ~---_ I I bJ ---- ~~ I I bJ P .C. GIRDERS CONTINUOUS FOR L.L.. LOAD : --~ --- r- REFERENCE ELEV 20 00 ~~ I I bJ ~~ I I bJ .. .1: VI DATUM NORTH AMERICAN VERTICAL DATUM 1988 ELEVATION GRADE ELEVATIONS SHOWN ARE FINISH GRADES AT TOP OF ROADWAY SLAB ON L -LINE AND ARE EQUAL TO PROFILE GRADE .c ;;; '" ~ " '" < "< DESIGNED M WOO DRAWN L BOROS CHECKED R SMITH H SCALE DATE 12/2006 DATE 12/2006 DATE 12/2006 V SCALE NONE ell Kl \~~rSJt ~ ~ exeltech "'<1\ G ....lOR ~ Lacoy, WA Soattlo, WA Salem, 011 EIPIRm 11 03-0'l' 8TH STREET BRIDGE REPLACEMENTS T1 ~ 1; <l '" P! <:> ;;;- <:> <:> ~ <l ExeHoch Consulting, Inc, PUBLIC WORKS DEPARTh1ENT CITY OF PORT ANGELES L--rq Of 2590 Wlllomette Or, NE Locey, WA 98516 Phone, 360,357,8289 Fox: 360,357,8225 TUMWATER CREEK BRIDGE LA YOUT 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 fILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Ie J , /' \) NO DATE REVISION BY APPEND . . . ~ ... I i ..., 9~ ~ . ~ I <.> ~ ~ '" if g ~ ~ ~ ~ 1 ~ 'i e u ~ . ~ ! ~ fi ~ 0 ~ ~ ]: li J5 f "' b 3 ! ~ ~ ~ ~ .. r ~ ~ i ./ NO DATE "- FRACTURED FIN FINISH (TYP) 2 - 2"~ RGS ELECTRICAL CONDUIT CONCRETE INSERTS o 00 ~ on.... :~ :: I-' ---' G:i Vl"-' ~GJ uu >> -2.J.7. co co 1'-2" 4'-4 1/2" o 0 O"(.() 0 ~~ ~ +.... N :: ~ - 47'-0" 34' 0" ROADWAY tt L -LINE SHOULDER 5'-0' LANE 12'-0" SHOULDER 5' 0" SIDEWALK 6'-6" LANE 12'-0" 7 1/2" CIP CON DECK ~ PROFILE GRADE & PIVOT POINT J12 1 LIMITS OF PIGMENT SEALER l' -Q" MIN BELOW FINISH GROUND LINE ~ -.::.11L PEDESTRIAN BARRIER WSDOT W83G GIRDER (TYP) ------- t- - - -t- tt FUTURE WATER LINE HANGER tt FUTURE UTILITY HANGER 14'-6" 14'-6" 4 EO SPA @ 10'-0" - 40'-0" 4 -4 1/2" 48' -9" TYPICAL CROSS SECTION "A" = 12 1/4" L1MrTS OF STRUCTURE 0 0 0 0 -co 0 -co 0 0- 0> 0 0>0 0> <0 .... ::;: ........ + 0 .... ....+ on on ~ -on - .... ~;:: ;:: G:i ~ G:i ---' Vl "-' PROFILE GRADE "-' Vl ---' "-' u u Uu CL > > >> > CL "-' "-' + 0 4% COco > 0 0 -- 0 0 -on 0 0 - :.,. 0 -",0 r 0 on 00. on .... on +6 ~ COO ....+ + - '" ",'" -0 ~ 0> 0 '" ....+ G:i: N G:i --+:! _0 N ~ ---' 0 ---'I-' "-' G:i <N G:i;:: "-'Vl ---' tni5~ Vl UJ G::iVl CLCL Vl"-' < < 0 9~ u u UU > >- - >> -\--- co co D- CL ,,-,"-' - 047- >> ~ . --- -- ---- -\- 60' VC ---- 80' VC - ~EXIST -:ADWAY- - - - - - 40' VC REVI SION L-L1NE PROFILE DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE />S NOTED Solem. OR DATE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE u:e--_ Exeltech Consulting. lnc - -"4!,...~.. --- 2590 Wlllometle Or NE Locey, WA 98516 Phone: 360.357 8289 FOK: 3603578225 tee h BY APPEND FILE D328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 GENERAL NOTES ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION-ENGLISH OATED 2006, AND AMENDMENTS 2 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MSHTO LRFD BRDGE DESIGN SPECIFICATIONS THIRD EDITION DAllED 2004 SEISMIC DESIGN OF THIS STRUCTURE HAS BEEN COMPLETED USING AN ACCELERATION COEFFICIENT OF 028 AND SOIL PROFILE TYPE II 3 THE CONCRffi IN THE ROADWAY DECK SHALL BE CLASS 40000 THE CONCRffi IN THE SHAFTS SHALL BE CLASS 4000P ALL OTHER CAST -IN-PLACE CONCRETE SHALL BE CLASS 4000 4 THE BACKFILL BEHIND THE ABUTMENTS MAY BE PLACED PRIOR TO PLACEMENT OF THE SUPERSTRUCTURE 5 FALSEWORK SHALL BE CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE STRESS IN THE STRUCTURE 6 UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING STEEL SHALL BE 2 1/2" AT THE TOP OF THE ROADWAY SLAB 1" AT THE BOTTOM OF THE ROADWAY SLAB, 3" AT THE BOTTOM OF THE FOOTINGS, 2" AT THE TOP OF FOOTINGS AND 1 1/2" AT ALL OTHER LOCATIONS 7 THE CONDUIT & JUNCTION BOXES ARE SHOWN FOR REFERENCE ONLY THE CONTRACTOR SHALL COORDINATE THESE PLANS WITH THE ELECTRICAL, ILLUMINATION AND TRAFFIC SIGNAL PLANS 8 SPREAD FOOTINGS HAVE BEEN DESIGNED FOR BEARING AT THE FOLLOWING NOMINAL RESISTANCES FOR THE STRENGTH, EXTREME AND SERVICE LIMIT STATES PIER NO. STRENGTH AND EXTREME (qn) 39 6 KSF 39 6 KSF SERVICE (qserv ) 110 KSF 110 KSF 6 DRILLED SHAFTS HAVE BEEN DESIGNED FOR THE FOLLOWING NOMINAL SIDE RESISTANCE AND NOMINAL TIP RESISTANCE FOR THE SERVICE LIMIT STATE PIER NO. NOMINAL SIDE NOMINAL TIP RESISTANCE (Rs) RESISTANCE (Rp) 2 1600 K 1600 K 3, 4 1600 K 1600 K 5 RT 1600 K 1600 K 5 LT 2075 K 1600 K 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE TYPICAL SECTION, PROFILE AND GENERAL NOTES T2 c:.,rl ./v OF rJ4- o . . . ----------,,~1 P2 r PORTION OF EXISTING BRIDGE TO BE REMOVED P8 P9 L~!O Pll P12 P13 P14 ---------- ---------------------- --------------------------------- ---- ---- ---- P24 P3 P4 P5 P6 P23 P25 P26 /~e2-L------- P7 P15 P16 P17 P19 P22 P18 P20 P21 '" --- -- r REFERENCE ELEV 2000 \ ~ ~~?~~gHTLlNE -------- -------- ---.L _ _ ~ TUMWATER CREEK -------------- --------------------------------------------------------------------------------------------------------------------------------------------- STAGE 1 PORTION OF EXISTING BRIDGE TO BE REMOVED '" ~ -------__-"Pl P2 P3 P4 P5 P6 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 P24 P25 P26 /~e2.L------- ''E~===;~==~~r====I~===~====Tf,,====Jij I"" <"" ",,,II ~~~ II II ""~"'" II II ""~"'" II II"" "'" II ~ "" II II:X: II II:X: II II ~ II ''::'''~''\,II Ik~_~3J1 1bt:~_~3J1 k"'" "" II '-----Jl_ Ii - -~-:;;'"91 IF"~ --;:;i'I1 :1'> = = = ~I -,,_ II ~~ II II X II I "" "'" II --J'~_:I II "",""'"" II II"'" "" :1 ""'~"" II ',:::,,::_1 I~===~I I~=~_= I I~~==~I I~===~I -"L__ II" ",,"" '11 Ii"'"" II II "" "'" "11 II" "" "'" "11 --, II ~ II II ~ II II ~ II II ~ II ',jJ( \ II II "'" "" II rlSR 117 II "'" "" II SR 117 II "'" "" II ''''':..,::"",~ II I~===~I SB I~===~I MB I~===~I ,-,~'\ljl II "-""","" II II "" "'" II II "" "'" II '_ll__ II ""~.{< II II ~ II II X II r REFEHENCE [ill "00 -----""-"~~"'__m__~><:~; "'"------'"'~~;>!~n ';:,: ~:~~;; ---.L _ _. \..-- TUMWATER CREEK -------------- --------------------------------------------------------------------------------------------------------------------------------------------- ~ ~ e '" ~ E J} '" ... ". '" I C I ~ c; . ." .... :::: '" ~ ~ Cl Ii: <tl '" ~ OJ B I ~ - ~ .g> ~ <tl ~ <; . E ~ - ~ ~ .g> 1: ~ ~ '" ~ e 3- l5. ;;; -Il ~ .":- 8 31 II .g> &5 STAGE 2 r PORTION OF EXISTING BRIDGE TO BE REMOVED P14 P15 P16 P17 1~~8 P19 P20 P21 P22 P23 P24 P25 P26 P2L_------- ~~~~~~~~~~~~~~~~=~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~""l~~~~~~~~~~p?/~--- II ""~"'" II II ""~"'" II II """",,"'" II II """",,"'" II II "-~"'" II 11 "-""",,4' II / II :x: II II:X: II II:X: II II ~ II II:X: II II ~ II /- :bt~_~3J1 Ibt:~_~:s,jl Ibt~_~3J1 Ile~_~3J1 1bt:~_~~1 II ;/'~.l/ If't'~--;~I IF"~--;~I If't'~--;~I 11'>~--;:;i'I1 IF~-~"11 II/?,/ I X II II X II II X II II X II II X II I~? II ""'~"" II II "",""'"" II II ""'~"- II II ""'~"" II II ""~"" II J.' :~===~I I~===~I I~===~I I~===~I I~===~I /~ t"" "","11 II"" "'" II Ii"'"" "",""II II""" "","11 II """"~ 11/' I ~ II II ~ II II ~ II II ~ II II)' ~V SR117 SR117 II"'" "-II II"'" "-II II"'" ""II II"", ""II II R<,,'Y riB MB I~===~I I~===~I I~===~I I~,===~I II ~:/ II "" "'" II II "- "'" II II "" "'" II II ''''-;,--1:.''''' II J-~> II X II II X II II X II II "","",,- II ,----- _ II "'" "" II II "'" "" II II "'" "" II II .."" ~",,_0L-' -------------------~------'---------'b___r_--l~~===-~L-------~_~_~_~_~_nn__-J.~===~------n~--- \ "- GROUND LINE r REFERENCE ELEV 20 00 ~ 25' RIGHT 1_ _. TUMWATER CREEK -------------- --------------------------------------------------------------------------------------------------------------------------------------------- ----------,,~~ ..........", '-, ',,- -.....~--, ........-------- P2 P3 P4 P5 P6 P7 P8 P9 Pl0 Pll P12 P13 ..........,.... ~-'- --.....",,--, "-'-',---,------- STAGE 3 " ~ OJ SUGGESTED BRIDGE REMOVAL SEQUENCE THE BRIDGES ARE ORIENTED WEST TO EAST WITH THE PIERS NUMBERS 1 THROUGH 27 " ., II " '" ~ ... DA TE 10/2006 DATE 10/2006 DATE 10/2006 V SCALE NONE DESIGNED K KIRKER DRAWN E BlAKE CHECKED M WOO H SCALE I>S NOTED 8TH STREET BRIDGE REPLACEMENTS T3 ~ ~ Exellech Consulllng, Inc PUBLIC WORKS DEPARlMENT CITY OF PORT ANGELES TUMWATER CREEK BRIDGE EXISTING BRIDGE REMOVAL 5 0. <tl i:'l '" ~ '" ). 0. r ./~ 2590 WTllamolt. Dr NE Lacey, WA 98516 Phan.: 360.357.8289 Fax 360 357.8225 exeltech 321 EAST 51H STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 OF FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Lacoy, WA . _, WA , Salom, OR I !;~ NO DATE REVISION BY APPEND . . . N .., I ~ ., ~ <> ~ ~ ~ ~ .., '-' z .., => r!l z <> B ~ ~ ;! ]' ~ 'i .:; 0 ~ E .= ! 1< 0 ~ ~ ,. i . JS ] '" -b 5 ! <n ., " r ~ ., N .., <> ,::; ~ /' NO DATE ~ <t INTERMED PIER S I I < I < < ~ f---END PIER I l I r- OAK BLOCKS (TYP) 1 1 - SET PRECAST GIRDERS IN PLACE [CAST END & INTERMEDIATE ~__ _-=P:AGMSc=\_____ / \~ STAGE PLACE ROADWAY SLAB REINFORCEMENT\ <t INTERMED PIER ~ - - - - -'-1- - - - - - - - c- - - - - - f"ERME"--"ER - - -- I < < I -------- i --- 1 I I ~ I ~ l' -6" ABOVE TOP OF CROSSBEAM (TYP) 1 DIAPHRAGMS / ~ BOTTOM PORTION OF PIER DIAPHRAGM ; ~ 1 SHALL NOT BE PLACED UNTIL 30 DAYS (MIN) AFTER RELEASE OF PRESTRESS AND PLACE REINFORCEMENT v -.J CAST ROADWAY SLAB (24 HOURS MIN AFTER PLACING THE PIER 0""""" C"'CR8El\ /// Y///////.I: 'Z-~Y//////.I: "<;~7 V//////.I:-~ '<<W Y/.I: STAGE 2 - CAST <t INTERMED PIER <t INTERMED PIER /'::: f//////////////.I:- , //////.A v 1'/////////////1 v V////////////////.I: , I I < L- I I STAGE 3 - CAST ROADWAY SLAB <t INTERMED PIER - L- --- 1 I v BARRIER CONCRETE SHALL BE PLACED AFTER ALL OTHER CONCRETE HAS BEEN IN PLACE THE REQUIRED LENGTH OF TIME IN EACH FRAME AND HAS DEVELOPED SUFFICIENT STRENGTH AS OUTLINED IN THE STANDARD SPECIFICATIONS AND AFTER FALSEWORK HAS BEEN REMOVED AT INTERMEDIATE PIERS ~~ 'l/ ///- <t INTERMED PIER /: - .-- < < ;> ;> < - '/ ~ ~ '/~ I L- - 1 v TOP PORTION OF PIER DIAPHRAGM SHALL BE PLACED A MIN OF 10 DAYS AFTER PLACEMENT 1 OF THE ROADWAY SLAB CONCRETE INTERMEDIATE PIERS & BARRIERS PRECAST SUPERSTRUCTURE 1 STAGE 4 - CAST DIAPHRAGMS AT CONSTRUCTION SEQUENCE - DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE .K:"~ l(~ ~r$.o' .., I e.- II : I ;:-e I te-;"h ~ ~~IO~c. lcIcey, WI. . Seattle, WA ScJem. OR I EXPIRES 11 03 07 I ~ Exelteeh Consul"ns. Ine PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 25SD W,lIamette Dr NE Lacey. WA 98516 Phone' 360 357 8289 Fax 360 357 8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 REVISION FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND f------"""'1....- ~ /; 1--- ^ ~ " " .",'-.. " ",', " " ,'" - r---. V ~ 'l/////- - r V 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE CONSTRUCTION SEQUENCE T4 ~~ OF tie' l7] . \ m { . ~. '" ~ 0 N 0 a. -I: ~ OJ ~ '" z 5 if i!? ]' ~ -:i 5 c . E f 'E c ~ -g j , J5 <5 Ll' -6 3 ! ~ '" . -. r J'. '" N ~ i ./ NO DATE "'- It BRG PIER 1 It BRG PIER 2 It BRG PIER 3 It BRG PIER 4- It BRG PIER 5 It BRG PIER 6 I I I I ~ 14-' 0" 7'-0,,17'-0" 7'-0" 7'-0" -N -N "- :::- "r STA 15 +21 00 STA 16 +7600 STA 18 +14- 00 'f STA 12 +14-00 STA 13 +6600 -.,., -.,., -", "- N N .~ ~ -~ L -LINE -~ -0 -0 S56"4-3'4-9"E .,., .,., 4- 4- 4- -", "- -N -N -~ ~ :::- :::- STA 19+6600 'f 'f -.,., -.,., N N 9'-0" ~ SHAFT, (1YP) r I I FOOTING LAYOUT BEARING ALL PIERS N33-16'11"E DESI GNED M woo DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DA TE 10/2D06 DATE 10/2006 DATE 12/2006 V SCALE NONE -e-- PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE FOOTING LAYOUT ~ Exeltech Consulting. Inc '-...w:m.. -...... 2590 Willamelle Dr. HE Lacey, WA 98516 Phone: 360.357.8289 Fax 360 357 8225 I tee h 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 REVISION BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Lacey, WA. . Seottle. WA . Solem. OR T5 r;; OF /0C6 . . . G ~ __Hl::'-'__~ c~-J ~ , "- '\ CURTAIN, WALL ~, -lb \ ---~~--- _H -....~ ~J fJ '" '" -.: " e '" '" E ~ ". ,,- Cl I <; I ~ ~ " "" '"' ~ '" i!; Cl '"' l'3 I ~ - b .go 1: '" h ;; ~ E ~ - ~ b .go t ~ '" '" .!; ~ e 3- fj, ;; {l I b ~ Cl Cl .s ~ b .go Ji I I I ..../~..-...: ") ,<:, "- -1- '7 (/-_---{/ / '''-, \,/1 '\ , \ "- I , I /;< I / <, / I \ ~/ I \ ~ // 0)! (' /// I / o I ,,/ PIER / )/ ( / / \ / / , ) / / ROCK '/if.LL #1 / / f C) ::? I I / I 'J ' f I) 11 /111 ' I , I I I ! I / I I / / ( I I f , I I ~ \ \ \ 1 1\ , 1 I I I I 1'1 \ \ 1\ 1 I I' I I I ! : \ , \ \ \ I , I : ; ! 1 I I , , I I 12 +00 //-~--~-x-..:--- , / _-f.:\~ ~ ".::--_-F '_--I ) ~~I/ I J Q1---/ f ' ____..._____H~ \ "- " ( ( I \ \ \ , "- "- 1 "- "- " "- :--; b ~ OJ "" ., ~ b b g> '"' ~ "- '" Pj 3- .., Cl Cl ~ "- NO DATE "- ~ I ,v I I '" --" \ r~\ I ! I I I "- .... .... I ""\1 I, r--'! I ,~ "- " \ " " " , ../-\ " '\ GRADING PLAN DESIGNED K KIRKER ORA WN E BLAKE CHECKED R MOORE H SCALE AS NOTED DATE 12/2006 DATE 12/2006 DATE 12/2006 V SCALE NONE Lacey, WI. . s.am., WI. . Sale\. OR \ PIER 6 "'j1----O------= ...--.::::-_.1 7' - 6" ;:..--- WINGWALL J==--: ~--:::::.---" c::::rl~~-- /"' .... / '// 20+00 ;">d / C=:::::--:'_..;:~ l ---I-"",__.:::::::::::::::::..-=:: \ (T ~, I 18'-0" ~--. / t ~_~ ';--CURTAIN WALL // .'-__.. " " ) I I "t --1' / " "' ~ PUBLIC WORKS DEPARTMENT CITY or PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS ~ Exellech Consulllng, Inc 2590 Wlllam.". Dr HE Lacey, WA 98516 Phon.. 360.357 8289 Fax: 360.3578225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 TUMWATER CREEK BRIDGE GRADING PLAN T6 0i..1 OF iSCb exeltech REVI SION FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND . . . N ..., -E i ~ ~ ~ ~ ! z o '" ~ ~ ~ '" ""' 0: 1:0 1 ~ -:i 5 ~ Q . E ,2 ! ~ Q ~ e Q ~ -g '" ~ i ~ i u: -6 15 1 " ; ~ '" N ..., o ~ ;:: NO DATE ~ -9 -...- k -' -' ~ 9 -ro :z: i"" 0:: ::::> u -9 -..... 23'-3 1/2" 1 -1 t GIRDER A t GIRDER B 10'-0" 1 0'-0" 1'-0" -~ -- -~ -~ -- I I b 15' -0" TO t16"\1 BLaCKOUT IN BACKWALL FOR WATER MAIN GIRDER STOPS BETWEEN ALL GIRDERS (TYP) t GIRDER A t GIRDER B ELEV 14305 16"\1 BLOCKOUT FOR WATER MAIN ~[ -2% 50'-9" 23'-3 1/2" t L -LINE t GIRDER C 1'-1" t GIRDER t GIRDER D 10'-0' 10'-0" 1'-0" -' -' <( :;: :z: i"" 0:: ::::> u -9 -N t BRG -~ -- 7'-6" WINGWALL I I 12+1100 BK OF PAV'T SEAT PLAN ~ t GIRDER E I I ) CaNST JOINT WITH ROUGHENED SURFACE (TYP) ELEV 1 43 05 t L-L1NE t GIRDER C t GIRDER D 10"x10" BLaCKOUT FOR ELECTRICAL CONDUITS ELEV 1 43 54 -2% _ _ -1%1 7'-6" SOUTH CURTAIN WALL SEE SHEET Tl1 FOOTING ELEV 126 00 ELEVATION -J DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOrED DATE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE REVISION FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND e--. Exeltech Consulting. Inc ~ ~. ~- ---- 2590 Willametle Or HE Lacey, WA 98516 Phone: 360.357 8289 Fax 360357.8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE_ (206) 457-0411 exeltech Lacey, WI. SeottIe. WA . Solem. OR / ELEV 14150 BEARING SEAT ELEVATIONS t BRG PIER 1 BK OF PAV'T SEAT '-6- r" 1 -9" r- ELEV B I I __ i"~l~rgo:, ~ n______' I c~':-~-----, E~"-~--_":,,_~,! "_~ r 'L _ J L",__~J ~.., -~J ~___..J l\; J I "'--~ 12'-6" 6'-3" 6'-3" 12'-6" ~-t.. I i~~ Crr::;Ni:"~;; -- -- - -- -- -- -- -- -- n ~ 'iL 10" UTILITY BLOCK OUT UNREINFORCED CONCRETE PLUG <J 1 -0" I I CJ I CJ 4 GRAVEL BACKFILL FOR WALL TO TOP OF SUBGRADE .", GRAVEL BACKFILL FOR DRAIN 7'-0" I 14'-0" 7'-0" SECTION C) NOTE THE UTILITY BLOCKOUTS THROUGH THE BACKWALL SHALL INCLUDE 1'-0" THICK UNREINFORCED CONCRETE PLUG TO PREVENT THE LEAKAGE OF BACKFILL THROUGH THE HOLE PRIOR TO FUTURE INSTALLATION OF UTILITIES ~ I 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 1 PLAN AND ELEVATION PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES ELIEV E 13487 T7 c;; OF ICe;., ,/ v . . . '" ". I ! '" ! t z '" >= ~ ~ ~ '" ~ 'F I!' ]' ~ f . o ~ E ,2 ! . '6 . o " ~ ,. j i e i u: ~ 15 ~ ~ ~ -. ~ ~ '" N n '" ,:; 8 ? NO DATE <;' '<t- ELEV 14150 7'-6" WINGWALL 15' a" TO It 16"~ BLOCKOUT IN BACKWALL FOR WATER MAIN ~ -9 -r-- -'1' -'1' -' -' ~ =oz -~~ -:::> u -c;> -- 1'-0" 10' -Q" 1'-1" It GIRDER A It GIRDER B 23'-3 1/2' It GIRDER A It GIRDER B n16"~ BLaCKOUT FOR WATER MAIN I _ -2% ELEV 14305 ELEV B 7'-6" 15'-0" TO It 1O"x10" BLaCKOUT IN BACKWALL FOR CONDUITS STA 19+69 00 10'-0" 10'-0" I I I I GIRDER C L-L1NE 50' 9" PLAN It L -LINE It GIRDER C 1O"x10" BLOCKOUT FOR ELECTRICAL CONDUITS 10'-0" <t BRG ~ / 1'-0" :J o~ -~ ~ -;:: 0:: :::> u It GIRDER D It GIRDER E -J 1'-1" 23'-3 1/2" $ It GIRDER E It GIRDER D I I I CONST JOINT WITH ROUGHENED SURFACE (TYP) ELEV 14305 ELEV E ELEV 143 54 -2% _ 6'-3" ELEV C 12'-6" <0 o 0 - CFINAL-;OUNDLlNE - - - - - - - - -- 3"0 DRAN (TYP) (FRONT OF ABUT) :![ 6'-3" ELEVATION l. DESIGNED M WOO DRAWN J SANFORD CHECKED 5 LEE H SCALE AS NOTED DATE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE REVISION FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND e.,., " Exelteeh Consullln9. Ine R~~- ---- - - '~'" -~- 2590 W,llome"e Dr NE Locey. WA 98516 Phone' 360 357 8289 Fax, 360 357 8225 e X e tee h lacey, Wit . Seattle, WI.. Salem. OR SOUTH CURTAIN WALL SEE SHEET T11 FOOTING ELEV 126 00 ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 UTILITY BLOCKOUT UNREINFORCED CONCRETE PLUG GRAVEL BACKFILL FOR WALL TO TOP OF SUBGRADE UNDERDRAIN PIPE GRAVEL BACKFILL FOR DRAIN CJ BEARING SEAT ELEVATIONS It BRG PIER 6 BK OF PAV'T SEAT It BRG 1'-6,,1 1'-9" 10" 1'-6" ~;:L <l ~'" ~ 7'-0" 7'-0" 14'-0" SECTION C) NOTE THE UTILITY BLOCKOUTS THROUGH THE BACKWALL SHALL INCLUDE 1'-0" THICK UNREIN FORCED CONCRETE PLUG TO PREVENT THE LEAKAGE OF BACKFILL THROUGH THE HOLE DURING THE TIME PERIOD OF NO UTILITIES 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 6 PLAN AND ELEVATION ELEV E 13487 TB rr ;/}<7 OF ; " '. \.. . . . SEE BLOCKOUT DETAIL THIS SHEET $ l L -LINE ELEV 143 54 @ BK OF I PAvl SEAT 7 1/2" CIP CONC DECK...... -2% NEAR FACE N [illi]#6. DID#6 TIES. [@J#5. [ill]#4 TIE @ 1'-0" 0 C FAR FACE N [@J#7.ITQill#6. []J2]#4 TIE @ 1'-0" 0 C 102 #6 TOP @ 1'-0" 0 C AND [Q[]#8 BOT @ 8" 0 C -0 -' V1 - w @~ ~t3 Elm -,..., <:-- - l r / WSDOT W83G : r GIRDER (TYP) : : GIR STOP (TYP) Jl.. '" """ ~~ ~@ t=J -N :'f -N ~ I I .., l a. ~ ~ ~ ~ '" ~ a;: :;?! I -=i I!' u i ~ ! ~ 0 ~ .", ~ ~ I "i Ii: ,,; ~ f ~ "' 0; .r ~ "' N .., 0 -;::; 2 --- NO DATE ~ 3" 47' 0' 34'-0" ROADWAY -2% ..... <:- _-:J -, ( :,1: II II II JIl.. [J]I] #6 OQIJ #6 50' g" ELEVATION SHOWN LOOKING BACK ON STATION LIMIT OF BLOCK OUT IIITJ #4 EACH FACE [ill] #4 TIE (TYP) BLOCKOUT DETAIL DESIGNED M WOO DRAWN L BOROS CHECKED S LEE H SCALE I>S NOTED DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE BY APPEND FILE TOg dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED REVISION 11 1/2" '" 1::-_ _-:J 1( , I I '? J I -I"") II II I I Jl.. I::- -1 (- I I 1O"x10" BLOCKOUT 3" ~APPROX 2'-0" BASED ON HORIZ BAR SPACING ~ APPROX 4'-0" BASED ON VERT. BAR SPACING TIE SPACING DETAIL --~- ~ ~ Itech Exellech Consulting, Inc. ~ 2590 W,lIomelle Dr HE Lacey. WA 98516 Phone. 360 357.8289 rax: 3603578225 Lacey. WA . Seattle, WA . Salem, OR ELEV 12600 TIE EACH END OF LAP SPLICE W/ WIRE []@#6 - ''\' 'N 3" BK [ill]#4 TIE I TOP OF RDWY @ CURB LINE \<) ;;: ::::> =9 ~ -~ ~ @.... :J: <t"l I- ~~ ',., -,..., ~ '1> '- @ ~ '9 -,..., ~#7 1 1/2" CLR (TYP) . . N ~ . . . 14',,0" SECTION C) EXTERIOR FACE TIE BAR DETAIL PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES L '<;' '- LEVEL LONGITUDINAL Y -,., 1JIQJ#5 ~ o::w #4 STIRR '9 -... @ ~#6 '" """ ~ 1Iill#4 TIES , De N -' <..> . . N [fQ[]#8 @ 8" '" 3" =nd gO' BEND ALTERNATE TIE BAR DETAIL CONSTANT WIDTH SECTION 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIERS 1 AND 6 DETAILS 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHDNE (206) 457-0411 o o o .... V1 V1 :S <..> ~ De <..> :z o <..> T9 J7 OF 1 GCb . ~ "E' . i ! ., i t ~ ~ ~ 1 ~ ~ ~ u ~ E ,2 ~ '5 ~ .g -g ,. j ;; .!i f '" -c; 15 1 ~ ~ ., . ~ 0; r ~ ., N 8 ~ /' NO DATE a. <t EXT, GIRDER v- l- I 3',6" I I I I 2-6" I ----l t I-~ L ~- -~ J I ~- - I I [ill] #5 N S & []]I] #4 FS Q]KJ#4, 7 SPA @ 1'-0" '", ~ 7'-6' ELEVATION PIER 1 WINGWALL SHOWN PIER 6 WINGWALL OPPOSITE HAND DESIGNED M WOO DRAWN J SANFORO CHECKED S LEE H SCALE f>5 NOTED FINAL G L (FRONT OF ABUT) DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE REV] SION BY APPEND FILE 0328XXXX dog PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED (F) z: (F) "- to ~ -0 ,~:=~:'; ~I 0.... .- <( - I (F) Q. r- (F) I .. 1 e.-, ~....-~ /""" --'-'-' -..... exeltech Locey, Wit Seattle. WA Salem, OR Exettech Consulllng, Inc, 2590 W,lIomette Dr NE Locey, WA 98516 Phone 360 357 8289 r ox 360 357 8225 ~ "7 " -=t SECTION ~ >>N? '<0 [ill] #5 @ @ 1'-0" <0 '= ~ i:lEJ #8 ~tfI4 @ 1'-0 [ill] #5 [J]IJ# 4 @ 1'-0" SECTION ~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 1 AND 6 WINGWALLS T10 PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 c;s OF \ 'I""j i 7' -J . . . ... N I ! '" ~ o N o t ~ z ~ <.> ~ ~ '" W 0;: ~ j ~ ~ ~ <.> . ~ ~ 'E ~ o ~ ~ ~ j I i' "' -b 15 1 ~ ~ " r ~ '" N '" o -;;; ~ -;: NO DATE CJ W / SHEAR KEY BACKWALL REINFORCEMENT SEE SHEET T9 SECTION C) 18'-0" FOR LIGHT STANDARD BASE REINF SEE SHEET T4 7 1J]I]#4n 17 SPA @ 1'-0" um#5 NS &[U[]H4 FS 1'-0" 9 ~AO '~ ITm#6 NS & ITIQJ #4 FS 7 SPA @ 1'-0" ELEV 1420 w w 0 0 Vi Vi "" "" '9 ~ L5 ;.r, :z ELEV FINAL GROUNDLlNE ~ MATCH EXIST EXCEPT AS NEC v- ,[ill] 18 FINAL GROUNDLlNE FS BENCH ELEV 132 5 PIER 1 NORTH & PIER 6 NORTH AND SOUTH CURTAIN WALLS ELEVATION DESIGNED M WOO DR A WN J SANFORO CHECKED S LEE H SCALE AS NOTED DA TE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE _ -e- REVI SION FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND '9 en '- @ @ <<: "- <<: V) "- V) :=' " <<:i "" - - EJ ~ '9 '", '- - ~@ ~<<: '" "- _ V) <0 ~@ E1]<<: 85; ... '<0 ...~=-- ---- I tee h Seottle. WA . SaJem. OR BACKWALL REINFORCEMENT SEE SHEET T9 1IID#8 ITIQJ #4 :~~ '... '- ITm #6 '... ----- SECTION C) '... ----- '" ... FOR LIGHT STANDARD BASE REINF SEE SHEET T 4 7 (ALTERNATIVE B ONLY) 12'-0" w w 0 0 Vi Vi "" "" ~ L5 :z - '", - @ @ a: <<: "- V) V) <0 " ..." <0" - - ~ 8 - '", - - <0 - ...@ @ <0 -<<: _<<: U'l"- ~B; ...V) -('oj _ U'l '<0 - - Exeltech Cansulhng. Inc 2590 W,lIamette Or NE Lacey, WA 98516 Phone 360.357.8289 Fax. 360 357.8225 1 1/2" SHEAR KEY DETAIL rnIJ#4n 12 SPA @ 1'-0" ITill#6 NS & ~#4 FS 7 SPA @ 1'-0" ITm #5 NS & 1-0" ~#4 FS 3 SPA @ 1'-0 ELEV 1405 GRAVEL BACKFILL FOR WALLS TO 1'-0" BELOW FINAL GROUNDLlNE FINAL GROUNOLlNE NS ~ MATCH EXIST EXCEP AS NEC CJ W/ SHEAR KEY #6 #5 ELEV 1345 ~Jf~~7 FINAL GROUNOLlNE/S~~ ...J I BENCH ELEV 132 ~ - j:j ''? '", 3" CLR 2 ITill#8 -J PIER 1 SOUTH CURTAIN WALL ELEVATION 1'-1" #81 n~mJJ #4 y//- //, / 3'-0" #8 SECTION (;) ~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 1 AND 6 CURTAIN WALLS PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 #4 #4 T11 >C) OF .,..' ,..' 17 :; . . . ~ "E i ! '" 9 9 ~ t ~ '" u ~ --- ~ ~ 'j' G o ~ E '" ! '6 . .g i! ~ ~ ~ .. ~ -6 ~ ! ~ ~ '" -. ! -e & '" N ~ '" --- ~ 0.. NO DATE REVI SION o "' r-- N '::; 6 00 --'0"' ~~~ t3:Ci WI---' OJU1W ~ r, PIER 1 r----- I I I L_____ I I I I I I I I I I ------_______J I I I -----________J -J I I ,------------' 45'-0" / TOP OF WALL MATCH EXISTlNG GROUNOLlNE AT RIGHT-OF-WAY LINE o "' r-- N '::; 6 00 "' 0> :::J~~ <N_ 3'- ~~~ WU1 W FINISH GRADE AT BASE OF ROCK WALL ""- ""- ""- ""- ""- '- o "' r-- N l- n:: 6 00 00"' ::J~ :; <0> _ 3'- D<iCi :z I- --' WV>W ELEVATION ROCK WALL #1 o "' r-- N l- n:: 6 a" --'"' - ~~~ t3:Ci WI- --' OJU1 W /' /' /' /' /' /' /' FINISH GRADE AT BASE OF ROCK WALL k I I I J I I I I PIER 6 I I I I I L__________, : ~-------------L----, I I I I L__________________~ 33'-0" ELEVATION ROCK WALL #2 DESIGNED M WOO DRAWN J SANFORO CHECKED S LEE H SCALE "'" NOTEO DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE BY APPEND FILE OJ28XXXX dwg PROJ NAME All DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED _ :e- [xeltech Consuttlng, Inc ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES --'l..-...... --..... 2590 Wlllamette Or HE lacey, WA 98516 Phone, 360.357 8289 Fax' 360.357 8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 I tee h Secrltto. WI. . Solem. OR rR/W AND WALL CONTROL LINE L EXISTING I GROUND - -+ - - I I I ~, I I SECTION ~ 11'-3 1/2" , 1 "'0 '"' _DL U", L EXISTING I GROUND -+ -- I -", :z .;.. 5E 10'-3 1/2" I 112" STORM SEWER PIPE (SEE ROADWAY PLANS) I SECTION ~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE ROCK WALL T12 &0 OF [ S; (-I; . 0 UJ 0 0 t;:; ..,. a:: en u en z :5 0 u U N '" I ~ 0 UJ 0 0 I t;:; ..,. a:: en u en '" z :5 0 ~ u u 0 N . '" t i ~ z 3 8 ." ... '" w ~ I ~ E '-' I E ,2 ~ ~ c ~ c ~ -g ~ j ! g- u: b 15 f ~ "' ~ i6 . ~ 0; r ~ ~ N ~ f /' ~ GAP IN SPIRAL TO ALLOW PLACEMENT OF X-BEAM REINF :I: ~ L.:J a: u '", ::J ~ t!l> en en ~ -' :5 ~ c:: a: 0 ,-~ 0 UJ g W ~ NO DATE PERMANENT CASING SHORING SEE SHEET T14 '", :I: ~ a: =rr)5 t!l>5 en w -' u ~~ ~en en o '" w =0 E]! '9 '" '", ~ COLUMN & SHAFT * 'U") N * EL D ,- 40[::2] #11 "in I "<0 '9 '0 ''( 'u") N ] * ELEVATION DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED ALTERNATE SPUCES AT MID OF COL AS REQ'O ''f' in <;> 'u") II :I: S- U z t:: 0 a.. ~ UJ N ~ '-- -' _ a.. en '" 0 t!l> ::s <e d c:: ;;0 a:~ en '" = 8 :I: U -' t:: "'" a.. c:: c: =N cn '-- '" - 8; :s~ UJ c::u O::J [351 o -' UJ ~ CONST JT W / ROUGHENED SURFACE 'N EL C '9 "0 N -'$ OJ:: N ~ a: 'N S- :::- z 0 '" w '-" U @ ::J Z a.. Vi -' en "'" ~ u 0 ~ a: UJ en 0 z -' w '" w z ~ "'" """ "" B c:: UJ ~ EL B, ELEVATION OF BOTTOM OF REQUIRED CASING * SEE TERMINUS DETAIL, SHEET T14 12m #11 & 58ITJ #11 /ELA DATE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE .,..,-~':;::,.,~ exeltech ~~ -.. -er REVISION BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Lacey, WA . Seattle, WA . Salem, OR ~ COL 40IT:J #11 a:: w c:: eJ SECTION C) PERMANENT CASING ~ SHAFT & COLUMN I rn #6 SPIRAL 9'-0"0 SHAFT a:: w c:: - -----a 40W#11 TOTAL 70ITJ& m#ll SECTION C) ~ SHAFT & COLUMNS 9'-0"0 SHAFT a:: w c:: eJ 580] #11 OJ #6 SPIRAL 9 ACESS TUBE FOR CSL TESTING SECTION G Exeltech Consulting, Inc, ~ 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 Wlllomette Dr NE Locey, WA 98516 Phone' 360.357,8289 Fox: 360.357.8225 PIER A 2 5 2400 (LT) -700 (LT) 1700 (RT) 6 00 (RT.) 6200 (LT) 2500 (LT) 5500 (RT) 4400 (RT) 7400 (LT) 5300 (LT ) 6700 (RT) 5600 (RT) 12955 (LT) 12955 (LT) 12955 (RT) 12955 (RT) B c D 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE 2 AND 5 COLUMN AND SHAFTS T13 / I C;J, OF 1~~ . . . AL TERNA TIVES TO DEFORMED BAR FOR SPIRALS DEFORMED BAR PLAIN STEEL BAR COLD DRAWN WIRE DEFORMED WIRE - CMP MSHTO M 31 GR 60 MSHTO M 31 GR 60 MSHTO M 32 MSHTO M 225 COLUMN , #6 3/4" q, W44 044 I ~ ~ ~ 7"x5" FOAM SEAL BETWEEN C M P AND COLUMN SPIRAL BAR~ 1" 6" 1" --- THE EVAZOTE 380 ESP FOAM SEAL, OR APPROVED I I I I C) EQUAL INSTALLED PER MANUFACTURERS SHAFT BAR LIST SECTION RECOMMENDATIONS /\ /FIELD WELD OR SHOP WELD 'f ALL REINFORCING SHALL BE MSHTO M31, GR 60 3/8"(3/16) J '-- 3 OR 3/8(3/16) J '--6 SHOP WELO PIER 2 LEFT SHAFT WELDED SPLICE DETAIL MARK SIZE NO LENGTH BEND TYPE WT LBS WELDING SHALL MEET THE REQUIREMENTS 1 11 58 49'-6" STRAIGHT 15254 It COLUMN & SHAFT OF STD SPEC 6-023(24)E 2 11 12 25'-0" STRAIGHT 1594 3 6 1 1597'-10" SPIRAL 2400 A". FOAM '''' AITACIIfD TO "" "'" Ff'()XY (rYp) 4 6 1 1786'-3" SPIRAL 2683 THE EVAZOTE 380 ESP FOAM SEAl. OR APPROVED I I I PER SHAFT fA\ r------0--- EQUAL INSTALLED PER MANUFACTURERS TOTAL 21931 I C i"",,'ENDATlONS PIER 2 RIGHT SHAFT N :\..-f ~ - 0 "I\~ MAY BE FIELD ~-~ MARK SIZE NO LENGTH BEND TYPE WT LBS c 15254 , ~~ ~'" ,"OUNO UNE BENT (TYP) I~r'\ 1 11 58 49'-6" STRAIGHT ! r 2 11 12 25'-0" STRAIGHT 1594 '" Z { ~\ 3 6 1 1597-10" SPIRAL 2400 1 inE. 4 6 1 1786'-3" SPIRAL 2683 I { I I TOTAL I I PER SHAFT '-" 21931 t z 1 (, PERMANANT GALVANIZED C M P \~V~ ,4~ 0:: 0 WITH 6" VOID AROUND COLUMN ::c \ If) i PIER 5 LEFT SHAFT '-" I i r~ACKFILL WITH CONTROLLED z DENSITY FILL (CDF) in ~ ::;:::- . .,. << Ie MARK SIZE NO LENGTH BEND TYPE WT LBS u f- I 1 58 59'-6" STRAIGHT 18336 z i I 11 w 1 2 11 12 25'-0" STRAIGHT 1594 z << "" 3 6 1 2101'-1" SPIRAL 3156 "" w i I 6" LAP SPLICE D ET A I L 4 6 1 1786' -3" SPIRAL 2683 0- 1 I ~ OPENING 1 FOR DEFORMED BARS ONLY I I I PER SHAFT i ! JELC USE WELDED LAP SPLICE DETAIL TOTAL 25769 i ) 1 FOR SMOOTH WIRE SPIRAL l \ I ( I ~9'-0"q, DRILLED SHAFT PIER 5 RIGHT SHAFT '-" / MARK SIZE NO LENGTH BEND TYPE WT LBS z in I 1 11 58 49'-6" STRAIGHT 15254 << 25'-0" STRAIGHT 1594 u I 2 11 12 f- 3 6 1 1597'-10" SPIRAL 2400 z J ~ n~J w z '- 4 6 1 1786' -3" SPIRAL 2683 << "" ~WELDED SPLICE "" w I I PER SHAFT 0- I AT END OF TOTAL I 21931 jEL B, ELEVATION OF SPRIAL BonOM OF REQUIRED CASING WNM g ^ SPIRAL ~ V = I (0) I SHORING DETAILS PIER 2 LEFT COLUMN ONLY TERMINUS DETAIL (0) N DETERMINED FROM PLANS WEIGHT DOES INCLUDE WELDED SPLICES DESIGNED M WOO DATE 10/2006 ~? Kf~~ 8TH STREET BRIDGE REPLACEMENTS T14 DRAWN J SANFORO DATE 10/2006 ~I ~ ~ Exelleeh Consulhng, Ine PUBLIC WORKS DEPARTMENT CHECKED S LEE DATE 12/2006 ~f'I t;, .;p ~ ~~ CITY OF PORT ANGELES ~~ ~- -"" 2590 W,llomette Dr NE TUMWATER CREEK BRIDGE H SCALE AS NOTED V SCALE NONE ~ ~~ ~ exeltech Locey. WA 98516 321 EAST 5TH STREET POBOX 1150 FILE 0328XXXX dwg Phone 360.357.8289 OF PROJ NAME Fox: 360.357 8225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 PIER 2 & 5 COLUMN AND SHAFT DETAILS ALL DIMENSIONS ARE IN FEET lacey, WA . Seattle, WI. . Solem, OR I r (I NO DATE REV] SION BY APPEND UNLESS OTHERWISE NOTED EXPIRES 11 03-07 '7 1) ~ o o N o ~ ~ ~ ~ z 3 8 "' ... '" ~ a: ~ ~ 1 ! 'i ~ u o ~ ~ ! o ~ ~ ,. j ~ .!l f "' -6 15 f . ~ " I ~ ~ ~ o ~ /' "- 45 -6 2'-9" 4 @ 10'=40'-0" 2'-9" 8'-3" 14'-6" 14'-6" 8'-3' I I . It GIR A It GIR 8 It GIR 0 It GIR E It GIR C 'm C) "" -t- -t- -j- -K:=T'\ -t- rn B ,.- ,,- ::l' / "- -t L5 '~ / \, rn '..., ',,:, / \ , 'N I \ x '" I- I B \ I r-- \ I \ J ',,:, \ J C) '~ \ / \, / "" 'N / " / rn ;.., " ~ ,.- _1_ "- /~ --C --- :::1_ B -." [ill ~ (;~ ~,~ ~ \~" 12~#11 It GIR E It GIR C It GIR 0 fr /':0,""(l'e) It GIR 8 ~ It GIR A ~ , ~ I--- I I , - '-~' , c - - ?' ...... - --- - --I ......---- -- '-- L.__-... ___...J -"L_____ - :r----- ---1:__~ -- ...._--... ~ -- - , ~a 1...___ ~-.~ ~- , , ',... , \ ~ I I !,' I I ' I '-- OQJ # I I ',..., HI HI III [ ! I I ---u::: II I I :1' " I I I I ' I j12 J ' , " 31 I I , , , , ' I \ " "ii , , , , 6 ' , , , , I ' , \ " , , , , I' , I 1 ' , I' I I , , " , I ' , ~ IjEL F - - . - EL D\ - J EL E______ L -- --- - j L J C____ J ' , L_____ '-______-.J -,.. - - ~g ~ '3 -lOW / I / ~ 12 I L. ~, -, 1 ~ 1 / l' -1 1/4" T 1 -1 1 4 ~O [1QJ #11 , , I OD #6 TIES I 23 #6 EF - I 2 SPA @ 1'-1 1/4" I 8'-3' (TYP AT GIRDERS) l' ~ 6 TIES 7" 8'-3" 4 SPA @ 1'-1 1 6 5/8' ~ 'I ~, \[Ha [EJ#6 STIRR ,~~#6 TIE [ill #6 STIRR & OD #6 TIE 6 5/8" 9 SPA @ 7 1/2 = 5-1 (TYP BETWEEN GIRDERS) ~ PLAN TABLE OF ELEVATIONS LOCATION @ It A B C 0 E PIER 2 14369 14369 14416 13554 13600 13554 PIER 5 143 69 14369 14416 13554 13600 13554 BOTTOM OF GIRDER ELEV. @ <t OF BEARING GIRDER 1A lB lC 10 1E PIER 2 13584 13604 13624 13604 13584 SPAN 1 GIRDER 2A 28 2C 20 2E PIER 2 13586 13606 13626 13606 13586 SPAN 2 GIRDER 4A 48 4C 40 4E PIER 5 13586 136.06 13626 13606 13586 SPAN 4 GIRDER 5A 58 5C 50 5E EL B PIER 5 13584 13604 13624 13604 13584 SPAN 5 SEE GIRDER SHEET FOR EXTENDED STRANDS ~ ... I ! ... l 0; -Ii ~ z 0 . ~ ~ ~ ~ ~ IE u "' .. N e'i ~ ~ ~ ~ ~ 5 ~ ~ ! '5 0 ~ -l! ~ j ~ .!5 <&' t!' -6 ~ f ~ ~ ~ . ~ 'il ! ~ ~ N ..., i --- NO DATE "- EL A 6 TIE v QjJ #4. TYP #11 6 SPA @ 6 5/8" = 3'-3 3/4" (TYP AT GIRDERS) ELEVATION DESI GNED ~ woo DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DATE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE -~ Exe"ech Consulting, Inc. ~ PUBLIC WORKS DEPARTMENT CITY Of PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 2 AND 5 CROSSBEAM PLAN & ELEVATION T15 &3 ----- ~ - ------ -- 2590 Willomette Dr. NE Locey, WA 98516 Phone: 360.357.8289 fox 360.357.8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 OF I GCb REVISION BY APPEND FILE 0328XXXX dwg PROJ NAME ALL OIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED exeltech Lccey. WA . SeottIe. WA . Solem. OR EXPIRES: 11-03-07 . SEE DETAil It PIER I UDi6 TIE. (lYP) BTN GIR 00 #6 TIE lYP AT GIR 00 #6 STIRR lYP rnJ#6 STIRR lYP 1200#11 (lYP) SLAB REINF I I 'II I I I I I I I I I -i-i- 00#6 i"^ir : :1 I II I I I L_ 00#6 TIES @ COl IN PLACE OF [ll] #6 STIRR CD I i~-i-- ~ 1-&- L_ d ' r'. I , I ,-- 00 #6 BETWEEN GIRDERS(lYP ) '" - W'0 0:: ..,., I III I I III I I i' I I // -', L I -.J // , - -t T -. ~. _________ . ___II_ . -=c' ---{----jj - . \ / \ . r-TIT-i " // r-T,T-i , / I I I :1: ~ r 1"32"1:- ~p~. . rnll I I . I I I I I I I BTN GIR I I I I ~ ~ It GIRDER B ~ ::; . . . . ~ ~ . -. ~ ~. - ULJ4 TIES (lYP) [RJ #6 TIE 00#6 , . . . / .\ -rl __-tl i ---l-i-. --- --- ~ I \ I . . . . . T . . . . .v'.... T . . . . i-~.... ",//. I I I I I I I ~ It GIRDER C & CROSSBEAM / END OF GIRDER []D#6 BTN. GIRDERS (lYP) 16"0 BlaCKOUT ::! 00#8 BTN GIRDERS (lYP) CaNST JOINT WI ROUGH SURF lEVEL PERPENDICULAR TO CROSS BEAM w "" :::> I- u :::> "" l- V> "" W a.. :::> V> It GIRDER A It GIRDER D It GIRDER E 'E t DD#4 TIES @ ]'-0" I . 9. ~ t ~ ~ 10 [IT] #11 CaNT OAK BLOCK TO REMAIN '<0 IN PLACE (lYP) ,,.'. SECTION (J;) ~ :i1 u "' ... ffi n: ~ ~ -0; J -:i 5 "( <0 1JIJ#6 E F @ EO SPA wi 2'-0" MIN SPl w n:: :::> I- u :::> "" l- V> CD :::> V> CROSS BEAM CONSTRUCTION SEQUENCE [llJ #6 STIRR '" '-- ~ ~ J 1D 00#11 CaNT ] CD CROSS BEAM @ PLACE GIRDER ON BLOCKS o DIAPHRAGM STAGE 2 CD ROADWAY SLAB @ COMPLETE DIAPHRAGM APPROX 2' -0" BASED ON HORIZ BAR SPACING '9 '", ~ o ~ ~ ~ j i .5 f "' -;E; ~ 1 7'-0" ~I APPROX 2'-0" BASED ON VERT BAR SPACING SECTION @ TIE SPACING DETAIL e ;:;; . ... E' ! ~ N ~ ~ ~ ;:C NO DATE DESIGNEO M woo DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DATE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE ~ Exe~..h Consulting, Ine ~. '" ,:~~~~ ~~~ ~~~~Sn" PORT ANGELES, WA 98362 PHONE (206) 457-0411 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 2 & 5 CROSSBEAM DETAILS T16 &U ~ ..... 2590 Willomette Dr. HE Locey, WA 98516 Phone: 360 357.8289 Fox 360357.8225 OF I r " t 7~(, REVISION BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTEO Lacey, WJ. . SeottIe, WI.. . Salem, OR <t COLUMN & SHAFT * . f=1 1 l_l J -'f' in -", . . -<D , 0> GAP IN SPIRAL TO ALLOW PLACEMENT OF X-BEAM REINF :cS' ~ ~ w N ~ ::::-0: V> ,.,., 0 @ :os <f d ~~ "- V> <D .... -N * EL 0 ~ r; 40 [}D#11 OJ: '-' -1 I- << a: "- '" :5~ a: '" gs~ V> '-. <D .... ...- 0"- ~ wV> @ 0 -..J W ~ ALTERNATE SPUCES AT MID OF COL AS REaD -u;> -<0 r CONST JT W / ROUGHENED SURFACE EL C -'f' -...- N OJ: '-' -v I- -N a: '" -N ::::- S' ,.,., :z: 0 @ w <.:) -..J '-' Z << ::J '" "- <:2 a: V> '-' V> 0 I- <D W 0 :z: '= -..J W W :z: ~ ~ << :::;; '" w "- 0 w 0 0 CASING SHORING t:;:; ...- '" V> '-' ~ :z: 0 -,.,., '-' '-' N .., -E 1 g w 0 [ ~ ;, '-' V> .6:5 ~ u u ~ t ~ ~ z 3 8 .. .., 15 ~ 1 ~ -:f 5 ~ E .= ! ':l i'2 r~ o ~ ~ ~ ~ ~ J5 g' '" b 15 1 ~ ;!j ill .. ! ~ "" N .., C> ,::; ~ ;;:- NO DATE OJ: '-' I- a: f.r:>~ @6 V> w -..J '-' ~~ "-V> V> o <D w ag LJ~ -9 -0 -9 -co '? '" N EL B, ELEV OF BOTTOM OF REQUIRED CASING * *SEE TERMINUS DETAIL, SHEET T18 120D #11 & 58[JIJ #11 OJ: ~ a: w '-' ::J D- C/) D- :5 -v -<D 58[JIJ #11 @ '" o o w o -..J W ~ /ELA -...., ELEVATION DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE I>S NOTED lac1ry, WI. . SeattI.. WI. . Solem, OR DA TE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE _-e-_ -"""""...~'- --~ ---... exeltech REVISION FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND PERMANENT CASING 9'-0"~ SHAFT 4000 #11 [3!] #6 SPIRAL <t COL 40[&]#11 6'-0"~ a:: w u: '" SECTION C) r~T& COLUMNS SECTION ~ <t SHAFT & COLUMNS 9'-0"~ SHAFT 9 ACCESS TUBES FOR CSL TESTING Exeltech Consulhng. Inc. 2590 W,lIomette Dr. HE Locey, WA 98516 Phone' 360,357 8289 Fax 360 357 8225 SECTION (;) ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 00 #6 SPIRAL a:: w u: --'" TOTAL 70[3[] #11 & 00#11 a:: w (L '" A B 58 []I] #11 C []I] #6 SPIRAL o .3 -1 00 .3700 4900 1.3017 4 -500 .3.3 00 4500 1.3011 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 3 AND 4 COLUMN AND SHAFTS T17 (PC; OF I ~Cc . . . N n I ~ 00 ~ 0 0 N 0 ~ ~ a t;: ~ ~ z '" :3 8 .- ... '" w ~ 1 ~ ~ l!' <> ~ 0 ~ E t 0 0 ~ ~ '" ~ . is <5 ~ -b ~ f . ~ 00 -. I ~ 00 N n 0 ./ ~ DATE ./ NO ~ REVI SION SPIRAL BAR~ 1" 6" 1" I I I " / \ SHOP WELD j/8p/16).J \...3 OR Jf8P/16)...! '-.6 WELDED LAP SPLICE DETAIL WELDING SHALL MEET THE REQUIREMENTS OF STD SPEC 6-02 3(24)E FOR WELD DIMENSIONS StE TABLE ABOVE -- MAY BE FIELD-----" BENT (TYP) ~~\~ ~LI ~V ~ 4~ .7- I LAP SPLICE DETAIL FOR DEFORMED BARS ONLY USE WELDED LAP SPLICE DETAIL FOR SMOOTH WIRE SPIRAL = 4 3 w~s ~ s"~j SPIRAL ~ ~ WELDED SPLICE AT END OF SPRIAL I::: TERMINUS DETAIL DESIGNED M WOO DRAWN J SANFORD CHECKED 5 LEE H SCALE 16 NOTED DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE BY APPEND FILE D32BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ALTERNATIVES TO DEFORMED BAR FOR SPIRALS DEFORMED BAR MSHTO M 31 GR 60 /FIELD WELD OR SHOP WELD ~IK .~~ff, W's ~ ~ ~~ ~_~_ !1- f /" -- ~,~.. exeltech ~~ la,,,, W. . StaHl.. W. Salem. OR EXPIRES 11 03 07 PLAIN STEEL BAR MSHTO M 31 GR 60 #6 Exeltech Consulting. Inc. 2590 Willam.lI. Dr HE Lacey, WA 98516 Pho.e. 360357.8289 Fax' 360 357 8225 3/4' 0 ~ COLD DRAWN WIRE MSHTO M 32 DEFORMED WIRE MSHTO M 225 W44 044 SHAFT BAR LIST ALL REINFORCING SHALL BE MSHTO M31, GR 60 PIER 3 LEFT AND RIGHT SHAFTS MARK SIZE NO LENGTH BEND TYPE wr LBS 51 11 58 49'-6" STRAIGHT 15254 52 11 12 25'-0" STRAIGHT 1594 53 6 1 1597'-10" SPIRAL 2400 54 6 1 1811-5" SPIRAL 2721 I TOTAL I 21969 I PER SHAFT PIER 4 LEFT AND RIGHT SHAFTS MARK SIZE NO LENGTH BEND TYPE WT LBS 51 11 58 49'-6" STRAIGHT 15254 52 11 12 25'-0" STRAIGHT 1594 53 6 1 1597'-10" SPIRAL 2400 54 6 1 1811-5" SPIRAL 2721 , I TOTAL I 21969 I PER SHAFT PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 g ~ I (0) I (0) ~ DETERMINED FROM PLANS WEIGHT DOES INCLUDE WELDED SPLICES 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 3 & 4 COLUMN AND SHAFT DETAILS T18 (C" OF J C Cl. 17 ..J . '" v I l v 9" ~ c; ~ ~ z 0 . ~ ~ ~ ~ ~ 5 v ... ffi ~ 'f I ~ 5 . ! ! lil '5 ~ c 0 ~ ~ ~ ~ " ~ i "' -6 15 ! ~ ~ . 0 " r ~ '" N ,.., i DATE /' NO 0- 2'-9" 45'-6 4 @ 10'=40'-0" 2'-9" 8'-3" 14'-6" 14'-6" 8'-3" It GIR A It GIR 8 It GIR C It GIR 0 It GIR E -en '-' 0:: -t- -t- -r- -~I' -t- III BI ~ ,,- :::; / " " <{ -'f "- -t "- w -~ I \ III -", / \ , -N I \ \ x -9 I- I - BI i-- \ I 1 \ / / '-' -'f -~ \ I I 0:: -N / III -", "- / "- / _1_ " /~ --L ~ --- =1_ BI 0> ~ PLAN SEE GIRDER SHEET fOR EXTENDED STRANDS EL A ) \00 16 fi R,E;~I" t GIR E ~ It GIR 8 t GIR C t GIR 0 1~ It GIR- A /:~ bu #4 TIES (TYP) 8 V-! r---.. /" --'1- - - " " -j , c , -- - 1...___ - ___.-J _:1------ --~-1::=~- ....--- ,,----' - , -<Xl 1..-___ -~ -<0 ~- ~- f------GQ] # ' , '" \ :,: :1' -,.., I I 1:1' :1' \ 'II 1 i iilJIf ,II ----<<=: II ' , , , " , , ' , Il -'I J12 81 Y , , , , J J J, , , \ ' I "ii , , , , 0 ' , , I , , ' , \ ' , , , , , 1 ' , , , , , , I , I I I , riEL F - ~ - - - , EL 0\ - , , EL E~ L m ____..J L ..J r I ' , "-______..J - "-______..J L______..J - :-", - ------- -- ~g - ------- 3 -10 QD ~ / / / ~ IL 12 / ~ , 1 ~ / / 1'-1 1/4" T 1 -1 1/4 , L10 [JQ] #11 I rn #6 TIES I I I 73 #6 E F - j 2 SPA @ 1'-1 1/4" I 8'-3" (TYP AT GIRDERS) l' Q[)6 TIES ]" 8'-3" 4 S PA @ 1'-1 1/ 6 5/8' l- 'I \ \0016 QIJ#6 STIRR &~#6 TIE QU #6 STlRR & [E] #6 TIE 6 5/8" 9 SPA- @ 7 1/2 = 5-1 (TYP BETWEEN GIRDERS) #11 EL B 6 TIE ~ OIJ #4, TYP [ill 6 SPA @ 6 5/8" = 3'-3 3/4" (TYP AT GIRDERS) ELEVATION DESIGNED M woo DR A WN J SANFORD CHECKED S LEE H SCALE AS NOTED Lacey, irA . SeGttIe. WA . Sal.m. OR DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE _2L~ ~ Exelteeh Consulting. Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES -~ "'" -- ~ 2590 WilJomette Dr. NE Locey, WA 98516 Phone. 360.357.8289 Fa. 360.3578225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 REVISION FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND TABLE OF ELEVATIONS LOCATION @It A B C 0 E F PIER 3 14431 14431 14478 13616 13662 13616 PIER 4 144 25 14425 14472 13610 13656 13610 BOTTOM OF GIRDER ELEV. @ <t OF BEARING GIRDER 2A 2B 2C 20 2E PIER 3 13646 13666 13686 13666 13646 SPAN 2 GIRDER 3A 3B 3C 3D 3E PIER 3 13648 13668 13688 13668 13648 SPAN 3 GIRDER 3A 3B 3C 3D 3E PIER 4 13642 13662 13682 13662 13642 SPAN 3 GIRDER 4A 4B 4C 40 4E PIER 4 13640 13660 13680 13660 13640 SPAN 4 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PIER 3 AND 4 CROSSBEAM PLAN & ELEVATION T19 ~7 OF /0 If;:; '() -e .g [ rnJ Q4 TIES @ 1'-0" ~~ ~ ~ o N o t ~ ~ 10 CITJQ11 CO NT . ~ . ~ 5 ... '" w 0: o i ~ 1 o . E ,= ! '5 o ~ o ~ ~ '" ~ . J5 "ii tl' ,,; ~ 1 u1 . -. f ~ ~ N n o ,:; ~ ~ NO DATE SEE DETAIL It PIER I 'N ---..... 12 OOQ11 (TYP) SLAB REINF . . []I] #6 BTN GIRDERS (TYP) I 1- -1-- ?= i L : r ' F - I - I 00 Q6 BElWEEN GIRDERS (TYP) END OF GIRDER 16"0 BLOCKOUT IJZJ Q4 TIES (TYP) [ill Q6 TIE CD CONST JOINT W / ROUGH SURF LEVEL PERPENDICULAR TO CROSS BEAM 00#8 BTN GIRDERS (TYP) OAK BLOCK TO REMAIN '<0 IN PLACE (TYP) _~ lID Q6 STIRR "( "<0 [lDQ6 EF @ EQ SPA W / 2'-0" MIN SPL "9 '<0 lDOOQ11 CONT 7'-0" SECTION @ DESI GNED M woo ORA WN J SANFORD CHECKED S LEE H SCALE I>S NOTED DATE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE REVISION FILE 032BXXXX dwg PRDJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED exeltech Lac'Y. WA . Seotfle, WA . Sal.m, OR W 0::: => I- U => 0::: I- U1 (D => U1 ~- ~ []Dj6 TIE, (TYP) BTN GIR 00 Q6 TIE TYP AT GIR rnJ Q6 STIRR TYP CRlQ6 STIRR TYP ~ :::;; I []IJQ6 n III : :1 , I I II III ~_-lIT:i-_j //// -", -t--l-- ~-: .... . . . . . .... ...j / . . . ~\ ~. ~. ------- . ----- . \ - . . I i \ I I t' i ----L-il _. .-J----\---jr------r------ ~ / . , , j \. / ....r... .; ....r.... ............--. ...........--. --.----;i'6re . m- ...--.. ____ --.----. ~.... "/ i-TIT-I', ../ i-TIT-I ,- -rl ...- : I : i .1 ~~. ~p' ~ . ~I! i . ow ow . ow ..! i I I I ' Iii I I I I J I I I BTN GIR I I I I I II ~ ~ ~ It GIRDER B It GI RDER C & CROSSBEAM ~ ~ . """. ~ ~. ffila5l a:LJ ~ [][JQ6 TIES @ COL IN PLACE OF QD #6 STIRR W 0::: => I- U => 0::: I- U1 0::: W (L => U1 It GIRDER A It GIRDER D It GIRDER E SECTION ~ CROSSBEAM CONSTRUCTION SEQUENCE APPROX 2'-0" BASED ON HORIZ BAR SPACING CD CROSSBEAM (%) PLACE GIRDER ON BLOCKS CD DIAPHRAGM STAGE 2 (!) ROADWAY SLAB @ COMPLETE DIAPHRAGM ~I APPROX 2'-0" BASED ON VERT BAR SPACING TIE SPACING DETAIL --~" 8TH STREET BRIDGE REPLACEMENTS TUMWA TER CREEK BRIDGE PIER 3 & 4 CROSSBEAM DETAILS l t7~ T20 ~ Exeltech Consulting. Inc. PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES t/"~ <.t . OF -- -- 2590 Willame"e Dr HE Locey, WA 98516 Phone: 360 357 8289 Fox 360.357 8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 . . . ~ I 1 ., ~ '" '" N '" ~ -' ~ '" z = N ~ 'f .s ~ ~ 5 ;0 E .= ~ 15 ~ o ~ ~ ~ j ~ .5 l' "' -6 ~ 1 ~ ~ ., ~ -. ..w ~ ., N ..., '" ~ ;;: NO DATE D <( D- U '" ~~ :::;; <>:0 Wf- DVJ Q;:5 '-"w eJ ~ I ELASTOMETRIC BRG PAD II I II Ili-l-ill III I III ~ III III i~J~ I ' ---- f- - - -lit- - - Ht---:'f ~~ III I III N -,;, ~ III III ~ III IlL -1---1 ~ 8": 8" 1" ~2 PLAN 1'-4" J BEARING PAD RECESS '" BEARING IN GIRDER ELASTOMETRIC BRG PAD 1'-4"x2'-6" (60 DUROMETER) \ <> LEVEL 11 (lYP) 1" ALL AROUND I II '-~T GROUT PAD (SEE DETAIL THIS SHEET) REVISION It BEARING PAD '^ I I -1/2" RECESS I II ~ ~ I <;> 1" L BOTTOM OF GIRDER I\:R~ VIEW C) DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE I>S NOTED DATE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE FILE 0328XXXX dW9 PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED 2'-8"x11"x1/2" ELASTOMETRIC PAD ON EACH SIDE OF GIRDER STOP (lYP) BOND TO GIRDER STOP WITH APPROVED ADHESIVE t GIRDER -11- - I \\ 1/8" GAP BETWEEN I >,jLASTOMETRIC PAD AND GIRDER (lYP) 1" CHAMFER (lYP) I~ 1 <]~ ; <\ I '\ ~f1.~-ELASTOMETRIC BEARING PAD (SEE DETAILS THIS SHEET) 3/4" RECESS - 1 1/2" @ It BRG GIRDER STOP ~ <;::. I 5/8" FROM FACE OF GIRDER TO FACEOF GIRDER STOP (lYP) SECTION ~ GIRDER SEAT GROUTING DETAIL NOTE GIRDER STOPS SHALL BE CONSTRUCTED AFTER GIRDER PLACEMENT D <( D- '-" Z a:: i:5 m eJ- ~ It GIRDER I I I ---I---:--~ -00 I 1'-3" I 1'-3" k I PLAN '" ELASTOMETRIC BEARING PAD DUROMETER HARDNESS = 60 OUTER LAYER 1/4" (lYP)1 t 1/4" (lYP) /9 - 14 GAUGE SHIMS * * I <_ l-\ wiIf!" 1-'\ .._- _ _-& _-......... r ~ i'l____- ---... ~~""" e x e I tee h ~S'lO 1:\ Lacey, WI. . Seattte. WI. . Salem. OR Exeltech Consulting, Inc. ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 Wlllame>>e Dr, NE Lacey, WA 98516 Phone: 360 357,8289 Fax' 360 357 8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 EXP1RE9 11 05-07 SLOPE t~ 1 1/2'1 I r-~~-I- I l~ / LEVEL TRANS & LONGIT / ELASTOMETRIC BRG PAD / _ 1"(lYP) --~,p" ,," ~c- "t,/.. RECESS SECTION Q It GIRDER & GROUT PAD / FACE OF STEM WALL p V D ct < L-~- <;> <> <>: W ''f 1 0:: '-"'-" '~ 'en "'z mo - eJ:;i - en <> -cr -- I t--- - r---- 1'-4" 1'-4" FACE OF ABUTMENT ~ <>: W u.. :::;; <( :r: u PLAN '" GROUT PAD-- '" ~ ____ D- ~ 14 :AUGE SHIMS I LOCATION PIER 1 PIER 6 1 <;> I - D- .zE- 1 /4' COVER DET AIL ~C) \ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE BEARING DETAILS NO OF BEARING PADS 5 5 T21 r~-4 OF i ~ 1J . . . N { ~ ., ~ '" N '" .t N ~ ~ ~ 0.. '" % ~ f'! ]' ~ { U 0 . ~ -.; ~ '5 ~ 0 ~ -l! ;l1 ~ j ~ <:: g "' 6 3 f v'i ~ ., ~ ... r :l' ., .., '" ~ ,- NO DATE 0.. REVI SION .N ....... "'i :..,. -0 ...,. " 0 .cr' @ 1:-- .co ...,. <( 0.. (f) .N ....... "'i ....,. BY APPEND I L."" , I It INT DIAPH I ('I 15t -0" ~ SPAN 1 It INT DIAPH I I I It INT DIAPH I I I GIR lA - -: ~BT - - -1- - -1- - - - -,-- - - - -,- - - - -----,- __It~~ ____I____~; _ ~R_l~ _ _ _ -----L _ _ _ ---.l_ _~R_l~___~___~_ It BRG DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED EDGE OF SLAB (lYP) ~ ~. /"" exeltech ~"-r.;.-<:::---.... It PIER 2 I It PIER 3 I I I I 11 I I I . I,[t----I----L -=~T~ :::2~j] I : - ~ I;: _ --=- _ -+ ~L -~ -1- --=- - -~ -'~'~i~ ~ · 1f----,----~-----'----~2"--J I ILI___J____~___l_~2r:... III I 155' -0" ~ SPAN 2 .N ....... It VIEW POINT & INT DIAPH 76'-0" t-9" 0.. ~ ~ 25'-0" It INT DIAPH 25'-0" t-9" It INT DIAPH l .<0 "'i ....,. .N ....... ItBRG -l "'i ....,. ., \ FRAMING PLAN SPAN 1 &: 2 'N ....... "'i ....,. -0 ...,. " -0 @ .cr' .co ...,. ct: (f) ...,. .N ....... "'i ....,. Exellech Consumng, Inc ~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE FRAMING PLAN SPAN 1 AND 2 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 Willamelle Dr HE Lacey, WA 98516 Phone 360 357.8289 Fax' 360357.8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 Lacay, WA SeattI.. WA Salem, OR T22 70 OF , r'Q )' It . . . ~~ '" ~i ~ ~ '" ~ ..; ~ ~ '-' z ~ "" ]' ~ ~ a ~ E ! ." a a -a ~ ,. l ;; J< "5 ~ -6 15 1 a V> ~ '" " ! ! '" N ~ 0 "8 :<l ./ NO DATE "- It PIER 3 I 155'-0" ~ SPAN 3 2'-9" It INT OIAPH It INT OIAPH It INT OIAPH I I I -", , I ) ::::- "f I I I -...- -0 ...- " -0 It GIR 3A )1 -ItGIR 3B -1---1---'-- - - - --, - - - -----,- - - - ----r -- I L ~L-UNE t :_~C______I-L__ -~ I It GIR 3D - - - ---L _ _ _ ----.L _ _ _ ----1__ -cr -co ...- @ if en ...- -~-~---~---~-- -", '- I It BRG EDGE OF SLAB (TYP) "f -...- DESIGNED M WOO DRAWN J SANFORO CHECKED 5 lEE H SCALE />5 NOTED DATE 10/2006 OA TE 10/2006 DATE 12/2006 V SCALE NONE REVISION FILE OJ2BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND PIER 4 138' -0" ~ SPAN 4 I ~ 2'-9" ?/ rrr-= ~ I I I I ",t-:~::-:-l---I---I- I-IT- - -,- - -1- - - ----,- ~I-+-~~-t----I---t ; II II,,! It GIR 4D [11t~IR 4E l=~=i~=~=1~ It INT DIAPH I It INT DIAPH I '", '- ~URG "f -...- FRAMING PLAN SPAN 3, 4, AND 5 ~ Exeltech ConsuHlng, Inc ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES ~~ .~ --- -..... 2590 WlllomeHe Dr HE Locey, WA 98516 Phone' 360 357 8289 Fox 360357.8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 exeltech Lacey, WI. . Seattfe. WA . Salem. OR It INT I I I DIAPH -", '- "f -...- i PIER 5 152' -0" ~ SPAN 5 It PIER 6 2'-9" 2'-9" It INT D1APH I I I -0 ...- " -0 ----=t -cr @ -co <C ...- "- en ...- -", H-URG -", ::::- '- "f "f -...- It BRG -...- 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE FRAMING PLAN SPAN 3, 4 AND 5 -", '- "f -...- T23 (i OF I ~(-6 . ~ ~ n '" . ~ '" '" N '" ~ ~ ~ ~ '" W <> '" '" '" :;j '" .... I J o . ~ ! 1> o u '" ;i: j i .!i "f '" -6 15 i ~ in . -. I ~ '" N i ;:: NO DATE ~ INTERMEDIATE DIAPHRAGM r- 1/4 POINTS OF SPAN FOR ALL SPANS I EXCEPT AT VIEWPOINT LOCATION, I SEE FRAMING PLAN, SHEET T22 3/4"x5"x1' SHEAR KEYS OMIT AT : r- EXTERIOR FACE OF EXTERIOR GIRDERS ... THE NUMBER OF LIFTING BARS SHALL BE BASED ON 54 KIPS PER EACH 1 3/8" BARS It PICKUP FORCE 6" I ~. , . LIFTING BARS --"-I-l 2- 1 3/8" H S THREAD B = 90":l:10o~~ 1 /',,1 BARS WITH ANCHOR o-f= I ~ I ~ NUT AT BDTTOM(TYP) "-t----tl ii JCG TOTAL === :m- _HARPED STRANDS === 11111", -__ === :: :: 13 -- - :: ::'~ ;'-", .~~ oU:co wOo CD"-w 2J~~ :'?5~ ngl..l...l lit-a::: =co~e _o!::::: -<C:::; . a <C CL.o::ui "'wo ~~~ ,0..- "a'" =Jt=,~8 ~ I L I l BRG END TYPE D MEASURED ALUN\; I[ \;IKLJt.K 1 1/2" CLR $ X , EXTEND ) [ill #5 APPLY APPROVED RETARDANT l FOR 1/4" ETCH TO SIDE FORMS OR 't DIAPH 1/4" ROUGHENED SURFACE TREATMENT OLd BY APPROVED MECHANICAL METHOD ~ 6" INSERT AT INTERIOR FACE " OF EXTERIOR GIRDER ONL\ ~\ttf :~ . ,:j::::j::: ~ 'm L~ It 3" OPEN HOLES ADJUST HOLE ',;, "'~l)I\n:!=~ 1 1/:t":' LOCATION HORIZONTALLY TO MISS '- 1 2' HARPED STRANDS -. - ---,-- II II 8 MAX SLOPE _-!f-~ 11 _-- I::: ------- :: :: __- I::: \..... C G. TOTAL STRAIGHT STRANDS o 4 GIRDER LENGTH:!: 1'-0" .1, GIRDER HARPED STRANDS SPLAYED ELEVATION · OMIT HOLES AND PLACE INSERTS ON THE INTERIOR FACE OF EXTERIOR GIRDERS PLACE HOLES AND INSERTS PARALLEL TO SKEW INSERTS SHALL BE 1" BURKE HI-TENSILE, LANCASTER MALLEABLE, DAYTON-SUPERIOR F-62 FLARED THIN SLAB (1" x 4 1/2") FERRULE INSERT OR APPROVED EQUAL (TYP) 2 @D #5, @D #5 & 2 [ill #3 I 8 SPA @ I 20 SPA @ 5" = 8'-4" 6" 1/2" = 1'-1" r- 6 []!] #5 FULL I I III1IIII I ~T~G~~L1~( 2'-0" I I 111111111 I I I I I I 2 IGil #5, IG3l #5 & 2 fG7l #3 1? SPA /ill n'-n" lAAlC SPA. @ 1'-6" MAX 1$1 ~ GIRDER 4 1/2" r (TYP ) II I ~ TEMP 2"+B1 6" 6" 3" STRANDS ~ : (TYP) ~~~.~ If ~ . 'I L[@ #5 ~@] #5 ~ #7 (TYP)~: ,< -.- /' I SAWTEETH '\ . ---~ --- --- wm --- --- --- tttt --- ::::--- -:::::::::::: -~-::::::::::::- -- ::::::::::::- I I I I []I] #3 (TYP) ",I- ~ T-t--. ;.& l []i] #5 (TYP.) HARPED STRANDS (TYP) v @] W12 ~. ~ ~ ~ ~ :: ~ ~ #6 EMBED 1-0" I JJ INTO GIRDER OMIT FOR END TYPE "B" , -- .--. -- ---,,-. -- 1\ II I II ~ ~ W12 TIES AT 1 ~ERTICAL SPACING STAGGER SPACING ON ALT. STIRRUPS. ADJUST SPACING AT STRANDS TO CLEAR TO BE USED @ INTERMEDIATE PIER ON MULTIPLE SPAN BRIDGE ENDS AHEAD ON STATION ~ BARS LEFT OF It 81 = 0" ( ill] , @[]) B2 = 0" ( Iill) ENDS BACK ON STATION [][] BARS RIGHT OF It B1 = 1 1/2"([ill @[] ) B2=3"(@J) '~1} Y -\1 EXTEND STRAIGHT STRANDS (3) THROUGH (6) UNLESS NOTED OTHERWISE ON STRAND EXTENSION DETAIL, W83G GIRDER DETAILS 3 OF 3 VIEW f8\ SAWTEETH SHOWN \ - ) BY SHADED AREA. '--.-/ TYPICAL END ELEVATION EXTENSION DETAIL SEE W83G GIRDER DETAILS 3 OF 3 END TYPE "0" FOR CONTINUOUS SPAN FULLY FIXED TO COLUMN · SEE OPEN HOLE 1/ It BRG ''f DETAIL THIS SHEET I L :.~ I~~ 3" END TYPE 8 NOTES: -,.., 1 ALL DETAILS ON THIS SHEET ARE FOR 'PRETENSIONED DESIGN ONLY 2 PLAN LENGTH SHALL BE INCREASED AS NECESSARY TO COMPENSATE FOR SHORTENING DUE TO PRESTRESS AND SHRINKAGE 3 ALL STRANDS SHALL BE 0 6" 0 LOW RELAXATION STRANDS (AASHTO M203 GRADE 270) 4 FOR END TYPES 0, CUT ALL STRANDS FLUSH WITH THE GIRDER ENDS AND PAINT WITH AN APPROVED EPOXY RESIN, EXCEPT FOR EXTENDED STRANDS AS SHOWN FOR END TYPES B CUT ALL STRANDS 1" BELOW CONCRETE SURFACE AND GROUT WITH AN APPROVED EPOXY GROUT OPEN HOLE BOTTOM HOLE AT END TYPE "B" ONLY 4'-1" dJ GIRDER I: ~ 1'-6" III MAX. ! Irl~ ;-1 I III ~~g~~s I Q!] I~ fr I 6 1/8" :s 1'-4 ~8" i 11'-4 1/8" ~ v}"l I +t1-3" ; IG7l #3 '" ct~~:'I1t~1 \fYP) I( -lL...5J . 'o-.m ~EC;;~~~ ''''I , ci~ -'0.. ,~~ 5 EXTENDED STRANDS AND BARS ARE PARALLEL TO GIRDER 6 LIFTING BARS SHALL BE 1 1/16" INCH DIAMETER HIGH STRENGTH THREADED BARS (AASHTO M275 GRADE 150 MINIMUM) LIFTING HARDWARE THAT CONNECTS TO THE THREADED BARS SHALL BE DESIGNED, DETAILED AND FURNISHED BY THE CONTRACTOR LIFTING FORCES ON THREADED BARS SHAU BE WITHIN 10 DEGRESS OF PERPENDICULAR TO THE TOP OF THE GIRDER ALTERNATE LIFTING CONFIGURATIONS MAY BE SUBMITTED BY THE CONTRACTOR IN ACCORDANCE WITH SECTION 6-023(25)L OF THE STANDARD SPECIFICATIONS 7 EXTRA CAUTION MUST BE EXERCISED IN HANDLING AND PLACING GIRDERS ALL GIRDERS SHALL BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THEY ARE BRACED ADEQUATELY TO PREVENT TIPPING AND TO CONTROL LATERAL BENDING DURING SHIPPING ONCE ERECTED, ALL GIRDERS SHALL BE BRACED TO PREVENT TIPPING UNTIL THE INTERMEDIATE DIAPHRAGMS ARE CAST AND CURED 8, THE TOP SURFACE OF THE GIRDER FLANGE SHALL BE ROUGHENED IN ACCORDANCE WITH SECTION 6-023(25)H OF THE STANDARD SPECIFICATIONS 9 FORMS FOR BEARING PAD RECESSES SHALL BE CONSTRUCTED AND FASTENED IN SUCH A MANNER AS TO NOT CAUSE DAMAGE TO THE GIRDEI1 DURING THE STRAND RELEASE OPERATION 10 FOR oAWTOOTH DETAILS SEE WF83G GIRDER DETAILS 2 OF 3 11 TEMPORARY STRANDS ARE PRETENSION ED OR POST-TENSIONED IF PRETENSION ED, THESE TEMPORARY STRANDS SHALL BE UN BONDED OVER AU BUT THE END 10'-0" OF THE GIRDER LENGTH. AS AN ALTERNATE, TEMPORARY STRANDS MAY BE POST TENSIONED BEFORE THE GIRDER IS LIFTED FROM THE FORM TEMPORARY STRANDS SHALL BE CUT AFTER ALL GIRDERS ARE ERECTED, BUT BEFORE INTERMEDIATE DIAPHRAGMS ARE CAST DIAPHRAGM lYPE END BEARING X Y Z SAWTEETH TYPE RECESS Y' ABUTMENT B YES D" 0" 0" NO FIXED DIAPH @ INTERM PIER D NO 1'-10" ALT 1 OR ALT 2 YES STRAND EXTEN BENDING DIAGRAM (ALL DIMENSIONS ARE OUT TO OUT) .--- =1= #3 OR #4 MAY BE SUBSTITUTED FIELD BENDING IS OPTIONAL '<c NOTE FOR DIMENSION "1\', SEE "GIRDER SCHEDULE" STR I + STR I ',,;, STR I i--- =1= : OL~2 I 2'-0" [ill :s 00 - ~ __/FIELD BEND _'-_ 6" '" ALT SIDES STR I -, 8 1/4" I@] .. SHALL BE CHECKED FOR EFFECT OF RDWY VERTICAL CURVE 1/2" R -.L i . OJ -."... I 1__ }" 'I ", $:.- ~-6 7/16" ~ 0{) o , '", MARK G1 G2 G3 G4 G5 G6 G7 G9 SIZE 5 5 5 5 7 W12 3 6 ----- LOCATION GIRDER STIRRUPS GIRDER END STIRRUPS GIRDER TOP FLANGE GIRDER LONGIT FULL LENGTH GIRDER END LONGIT GIRDER END TIES GIRDER BOT FLANGE TIES GIRDER END LONGIT DESIGNED ~ WOO DATE 10/2006 (I 8TH STREET DRA WN L BOROS DATE 10/2006 -~- ~ BRIDGE REPLACEMENTS T24 }.. .. Exeltech Consulting. Inc PUBLIC WORKS DEPARTMENT CHECKED S LEE DATE 12/2006 &j , ~ ~ CITY Of' PORT ANGELES ~- ....... 2590 Willamette Dr NE TUMWATER CREEK BRIDGE 7' H SCALE />S NOTED V SCALE NONE I t e c h Lacey, WA 98516 POBOX 1150 ;;... , ~ e X e 321 EAST 5TH STREET Phone' 360.357 8289 OF FILE T24 dwg PROJ NAME Lacey, WA . Seattle, WA ~ Salim. OR fax 360.3578225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 W83G GIRDER DETAILS 1 OF 3 ALL DIMENSIONS ARE IN FEET \, \ f; 1; REVISION BY APPEND UNLESS OTHERWISE NOTED txPlRtS: 11 os- . I ~~ ::: . ~ 0 N 0 t N ~ ~ '" w <> '" <3 g ~ ~ i ~ -:i E u ~ ~ ! '5 0 ~ -g ~ j ii J5 ~ '" -6 15 f ~ ~ ~ . 0; r ~ ~ N n i --- NO DATE Q. ALL HARPED STRANDS IN EXCESS OF 12 SHALL BE PLACED IN THIS BUNDLE TOP DF GIRDE @. <c'" 8l II 4" (MIN) I 80 00 00 010 CD@ 2" (TYP) CG TOTAL HARPED STRANDS ODD STRAND (MAY BE ADJUST TO EITHER SIDE OF WEB) STRAND PATTERN AT GIRDER END 11 HARPED STRAND LOCA TlON SEQUENCE SHALL BE AS SHO~ (1), (2) ETC BEARING 1/2" EXPANDED POL YSTYRE FOR SKEWS GREATER THAN 15' ELEVATION 3/4' CHAMFER ON FlANGE SKEWS GREATER TlHAN 15' 1/2" EXPANDED POLYSTYRENE FOR SKEWS GREATER THAN 15' 3/4" CHAMFER ON WEB FOR SKEWS GREATER THAN 15' GIRDER C G TOTAL HARPED STRANDS AHEAD ON STATlONING l!!>' t BEARING ~ BEARING 90' ~ o r~ g;"~ (/ cr <3 PLAN LENGTH ALONG GIRDER GRADE 7 SPA @ " ~ 1'-2" 5" 7 SPA @ 2" ~ 1'-2" END 1 SAWTOOTH DETAILS END 2 STRAND PATTERN AT ~ SPAN SAWTEETH ARE FULL \\1DTH - USE SAWTOOTH KEYS FROM BOnOM OF BOnOM FLANGE TO BOnOM OF LOWEST HARPED STRAND AS WELL AS TOP FLANGE ADJACENT TO HARPED STRANDS AS SHO~ IN V1EW B - W83G GIRDER DETAILS 1 OF 3 STRAIGHT STRAND LOCA TlON SEQUENCE SHALL BE AS SHO~ (1), (2) ETC GIRDER SCHEDULE DIMENSION "A" AT It BEARINGS ~ 12 1/4" BASED ON GIRDER DEFLECTlON ~ "D" AT TlME OF SLAB PLACEMENT (120 DAYS) MIN CONC HARPED STRAIGHT TEMPORARY LOCATlON OF COMPR STRENGTH C G STRANDS w w (IN) !C '" >- '" ~ ~ PLAN <c <c '" z w r- L 8 82 PI P2 LENGTH JACKING JACKING JACKING - "'~ ~~ ~~ '" ~-=- <c '" ~ N 1 --,= NO OF NO OF NO OF uz oz "- a (ALONG GIRDER <c'" <c'" FORCE FORCE FORCE = ....= '" '" '" ~~ w'" STRANDS STRANDS STRANDS 15 15 GRADE) --'~ (KIPS) (KIPS) (KIPS) @ @ (FT) (IN) (IN) ~ w_ DEG DEG @~ cru E Fit Fb Fo '" '" @... 1, 5 ALL D B 30 90 90 11 11 151'-0" 85 75 17 747 46 2021 6 264 409 388 30 115 3 B4 507 567 12 2, 3 ALL D D 30 90 90 11 11 151'-0" 85 75 17 747 46 2021 6 264 409 388 30 115 384 507 567 12 4 ALL D D 30 90 90 11 11 134'-0" 85 75 12 527 46 2021 6 264 409 30 30 90 204 424 474 12 8EARING LEVEL '=" 90' 10'-0" SPLA Y G3 D @2] 0 GB BARS TRANSVERSE REINFORCING SKEWED ENDS 1/2" EXPANDED POLYSTYRENE FOR SKEWS EQUAL OR LESS THAN 15' ONLY TRANSVERSE REINF. SHOWN BEARING PLAN BEARING RECESS AND FLANGE SPALL PROTECTION DESIGNED ~ WOO ORAWN L BOROS CHECKED S LEE H SCALE I>S NOTED DATE 10/2006 OA TE 10/2006 DATE 12/2006 V SCALE NONE REVISION FILE D328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND BOTTOM DETAIL --~-- PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE W83G GIRDER DETAILS 2 OF ~ Exeltech Consulting, Inc. ....",. ---. 2590 Willomelle Dr HE Lacey, WA 98516 Phane 360,357,8289 Fax. 360.357 8225 tee h 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 Lacey, WI. . Seattle, WA . Salem. OR 3 T25 7} OF I~'b . . . i ! ;: .... a a N a ~ . ~ ..., ~ ~ ~ '" '" :a ;" ~ N ~ 1 ! of 5 o . j I ~ . o ~ ~ ;" j ~ i '" 6 is f ~ ~ ~ } ~ ~ i ;: NO DATE o 6"0 STRANO CHUCK TACK WELD TO ANCHOR I PRIOR TO INSTALLING ON STRANO THREAD STRAND THROUGH ANCHOR I ANCHOR STRAND \11TH TWO PIECE WEDGES BEFORE GIRDER ERECTION VERIFY WEDGES ARE SEA TED TlGHTL Y 1M MEDIA TEL Y BEFORE PLACING DIAPHRAGM CONCRETE STEEL ANCHOR ~ 1/2 X 4x4 WITH 3/4" .. HOLE FOR 0 6" .. STRAND - '" (3 ~ " ,,~~ EXTEND STRAIGHT STRANDS (1) THROUGH (B) AT END AHEAD ON STA TlON EXTEND STRAIGHT STRANDS (9) THROUGH (16) AT END BACK ON STATlON ALTERNATE #1 GIRDER t' X 2" RECESS FOR STRANO DETENSIONING #5 #1 #3 #4 #2 #~ ~" 0"' ," ," 0" f;" '" I I I I I~ L~'J~ ~ 06"0 TEMPORARY o 6"0 STRAND IN STRANDS (TYP ) PLASTlC SLEEVE - TEMPORARY STRAND BLOCKOUT DETAIL GIRDER 2 3/4" X 1 1/8" STEEL STRAND ANCHOR ANCHOR STRAND WITH TWO PIECE WEDGES BEFOR GIRDER ERECTION VERIFY WEDGES ARE SEATED TIGHTLY IMMEDIATELY BEFOR PLACING DIAPHRAGM CONCRETE I EXTEND STRAIGHT STRANDS (1) THROUGH (B) AT END AHEAD ON STATlON EXTEND STRAIGHT STRANDS (9) THROUGH (16) AT END BACK ON STATlON I ~ ;:; ~ GIRDER END -i '" (3 -----<;I. AL TERNA TE #2 STRAND EXTENSION DETAIL n = B TOTAL NUMBER OF EXTENDED STRANDS FIELD BEND TO 135' (TYP) \ ~ t GIRDER ->/ II~ :<C ....r ~ SOTT """ (TYP ) ~ I I AL TERNA TE STIRRUP DETAIL ALL ADDITlONAL STRANDS .I IN EXCESS OF 5 SHALL BE C G TOTAL PLACED IN THIS GROUP r STRAIGHT @ .. STRANDS I ~~ j B; II ~ ,"",or-.. '""' C G TOTAL- ,..., I'" - / ____ ~ ~ ~o o~ ~ ~ HARPED STRANDS ------ ....--::::: _ _ 39 37 35 33 41) 42 34 36 3B 40 ........, ~ 29X27X21.X25 19 23 17 31)~ 00 32 1B 24 20 26X22X2BX30r T ;., wI - 1X9X3);11 5 13 7 15) I 16 B 14 6 12X4X10X2) ) \ G" tt '" ~ C G OF LOWER HARPED 2 11/16" 7 SPA @ 2" 5" 7 SPA @ 2" ? 11/16" STRAND - BUNDLE BETWEEN - 1'-2" - 1'-2" HARPING POINTS STRAND PATTERN AT GIRDER END DESIGNED M WOO DRAWN L BOROS CHECKED S LEE H SCALE AS NOTEO DA IT 10/2006 DA IT 10/2006 DA IT 12/2006 V SCALE NONE REVISION BY APPEND FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~~~ ~~~~ ~~ ~"l~"" I EXPIRES: U-OS-07 I '" <3 -....- 10'-0" '" w r- - 0 '" r- - (3 ...."c-- r- r- I- - r- - ~. Exenech Consulllng, Inc. .-. --- ............. -. 2590 Wlllamelte Dr. NE Lacey, WA 98516 Phane' 360.357.8289 Fax. 360,357 8225 exeltech Lee.,., WA . Seattle. WI. . Salem. OR ~ I I I 10'-0" (Typ) 2 3/4" X 1 1/8" STEEL STRAND ANCHOR ANCHOR STRAND frWlTH TWO PIECE WEDGES BEFOR GIRDER ERECTION VERIFY WEDGES ARE SEATED TIGHTLY IMMEDIATELY BEFOR PLACING DIAPHRAGM CONCRETE r EXTEND STRAIGHT STRANDS (1) THROUGH (4), (11), (12),(15),(16) AT END AHEAD ON STATION EXTEND STRAIGHTSTRANDS (7)THROUGH (10), (13), (14), (17),(18) AT END BACK ON STATION ~ 1'-6" 1/1 '" '-" .... I ~ 01 ~EE ANCHOR PLATE DETAIL THIS SHEET 1'-9" FOR STRANDS (1) THROUGH (4) & (7) THROUGH (10) 2'-9" FOR STRANDS (11) THROUGH (18) ND OF PRECAST GIRDER PRESTRESSING ,J STRANDS 2" MIN SPA (TYP )(NOT TENSIONED) ALTERNA TE #3 - -END OF PRECAST GIRDER r- -- - - - - -- _ f.---- - ~ 3/4"x1'-4"0 END OF PRECAST GIRDER - _ - 4"0 HOLE 2 3/4" X 1 1/8" STEEL STRAND ANCHOR ANCHOR STRAND WITH TWO PIECE WEDGES BEFOR GIRDER ERECTION VERIFY WEDGES ARE SEA TED TIGHTLY IMMEDIA TEL Y BEFOR PLACING DIAPHRAGM CONCRETE 3/4" 0 (TYP) (~~ ,,1--1 / 1",.. ANCHOR PLA TE DETAIL (MOVE NOTE TO SLAB SECTION SHEET) TEMPORARY STRAND CUTTING SEQUENCE 1 ERECT AND BRACE GIRDERS 2 REMOVE EXPANDED POLYSTYRENE IN 2" X 2" RECESSES IN TOP FLANGE OF GIRDERS 3 CUT STRANO AND PLASTlC SLEEVE IN 2" X 2" RECESS 4 REMOVE ALL MOISTURE IN RECESS PRIOR TO FILLING RECESS \11TH GROUT 5 CAST INTERMEDIATE & END DIAPHRAGMS 6 PLACE DECK CONCRETE 7 SEE SHEET W83G GIRDER DETAILS 3 OF 3 FOR 2" RECESS BLOCK OUT DETAILS ~" " 2" X 2 1/2" DEEP EXP ANDED POLYSTYRENE FILLED BLOCKOUT(TYP ) SLEEVE TEMPORARY STRANDS I I I 3' 0" / / ~ 10'-0" - -f - - - - I PLAN VIEW OF TEMPORARY STRANDS PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE W83G GIRDER DETAILS 3 OF 3 OF I L;-6 T26 7Lf 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 96362 PHONE (206) 457-0411 . . . ~ m I i ~ ! '" ~ N ~ o ~ 15 ~ ~ ~ ~ i ~ i u ~ o . ~ i o ~ ~ '" j . Ji j u: 6 3 f . ~ ili -. r ~ 00 N 8 .,;; ~ ;: NO DATE :': a:: <..? B m "- ~ z ci u.J '" <..? CL 0 >- ~ ~ ;;: a:: 0 a:: (3 -~ B B in ...- 0 ~ a:: (3 "- B z u.J '" >- W 0 ~ <Xl a:: <..? B EDGE OF SLAB ~~6 ~~4 EDGE OF SLAB ~~4 3'-0" SPLICE (TYP) ~ y ~'" I1QI] #5 TOP TRANSV @B" & I3D 5 @g, 00 #4 @ 1-6 [M]~5 TOP CANTILEVER @8" ~~5 @ 8" [~~::]\9#5 @ g' ~ 00 #4 @1'-6" ~ ~ #5 @ 8" 25'-0" 20'-0" ~~~ \1Q[J #6 25'-0" 35'-0" 10' -0" 12'-6" END OF1207~6 END OF~~6 ~ BEGIN SPLICE OF I ~ TOP E~~R~1~E#~~=-r [ill] ~4 L TOP BARS TO #6'S ---j ~ L-L1NE I I I 0IJ #4 I - - ~- - - - - - - - - - - - - - - - - -,;:;- - - - - -l- - - - ~" ,,~w,~- -- + - - --- I BEG" S"-ICE 0<' ENO 0<'1 ". )v,6 l_ I 1S -0. BOT BARS TO #6'S ~ END SPLICE OF BOT BARS TO #4'S I ~,,_ 1'-4" EDGE OF SLAB ct BRG PIER 1 DESIGNED M WDO DRAWN J SANFORD CHECKED S LEE H SCALE />S NOTED DATE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE REVI SION BY APPEND FILE OJ28XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~ ~ ct PIER 2 76'-0" SLAB REINFORCEMENT PLAN SPAN 1 & 2 TEMPORARY STRAND CUTTING SEQUENCE 1 ERECT AND BRACE GIRDERS 2 REMOVE EXPANDED POLYSTYRENE IN 2"x2" RECESSES IN TOP FLANGE OF GIRDERS 3 CUT STRAND AND PLASTIC SLEEVE IN 2"x2" RECESS 4 REMOVE ALL MOISTURE IN RECESS PRIOR TO FILLING RECESS WITH GROUT 5 CAST INTERMEDIATE & END DIAPHRAGMS 6 PLACE DECK CONCRETE 7 SEE SHEET W83G GIRDER DETAILS 3 OF 3 FOR 2" RECESS BLOCKOUT DETAILS --~-:;--- ~~- -...... ~ ---- 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE SLAB REINFORCEMENT PLAN 1 OF 2 ~ Exettech Consulting. Inc PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 Willamelle Dr NE Lacey, WA 98516 Phone: 360.357,8289 Fax' 360 357 8225 e X e tee h 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 lacey, WA . Seattte. WA . Sal.rn, OR ct VIEWPOINT FOR VIEWPOINT SLAB REINF SEE SHEET T31 <( N a:: (3 B m N a:: (3 B U N a:: (3 B o N a:: (3 B W N a:: (3 B T27 7> OF I ~ '-6 . . . :5Y. mIl #4 ~ '" I~ .. ~ ~ ~ <> N <> t N "- <> N ~ C3 !z B' w "" ~ ~ z w ~ [j; i:! b CD ~ ~ 1 ! f o . E f ~ '5 ~ o ~ -l! ~ ~ ii 5 'i '" ~ 15 i: ~ ~ ~ ~ 00 . r ~ 00 "' I - NO DATE a. o ~5 @ 8" <t VIEWPOINT 25'-0" 12'-6" ~~6 rrxm~6 ~END OF !mJ~6 CD ('oJ (ill] ~6 w ('oJ ~ END OF [llQ] #6 ~ <::) B' ~i5 @6" 79' 0" DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE f>S NOTED DATE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE REVISION BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED 35'-0" ~ r<Tl~ @ 9" ""'~ '" [lQjJ #5 TOP TRANS @ 8" & L.2l.J u5 UL u4 @ 1-6 ~ []@ #5 TOP CANTILEVER @8" FOR REINF SEE SPAN 2 25'-0" END OFcmJ~6 ~ IlliJ ~4 '-'- z W ~ "" <::) / ; I mIJ'I1. T ~ d------+- o ('oJ i _____~~'/6 I END DF[ill]'I1, -l I FOR REINF I SEE SPAN 2 <t PIER 4 ~~5 BOT TRANSV @ 6" (MEASURED ALONG L -LINE) 138' 0" SLAB REINFORCEMENT PLAN SPAN 2 THRU SPAN 5 ~- Exeltech Consulhng. Inc. ~~~- -,~ ~ 2590 Willamelle Dr NE Lacey. WA 98516 Phone: 360 357 8289 Fax 360.357 8225 Lacey, WI. . SeottIt. WI. . Salem. OR ~ :5Y. IIlIJ #6 END OFmIJ~6 :t? rEND OF rn!J #6 ~ INI #6 PUBl! C WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 25'-0" I I . ~ END OF w:Il #6 25'-0" END OF !ZITJ~6 20'-0" <( Ii) ~ <::) B' CD Ii) ~ <::) B' u Ii) ~ C3 B' 0 Ii) ~ C3 B' w Ii) ~ C3 B' III <t BRG PIER 6 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE SLAB REINFORCEMENT PLAN 2 OF 2 <t PIER 5 153'-4" T28 7~ OF J r (), I y v . 47'-0" [1Q2] W 65 @ 8" (TYP) ~W66 (TYP) [1Q[]W 66 (TYP) illIJW65 @ 8" ~W66 (TYP) IWJ W66 (TYP) I2Q[JW 66 (TYP) IWJW66 (TYP) ~~5 @ 9" (TYP) 21 EO SPA (TYP BTWN INT GIR OO~4 @ 1'-6" (TYP) 7 1/2" ... N 0 c & ~ ~ 0 N 0 t ~ ~ ... ..; N V> '" w a: ~ z 0 ~ ~ z w ~ \i; il1 ~ N ~ 1 <:; Jl ~ 5 0 ~ E .= ~ ~ ~ ~ 0 ~ ~ '" ~ . ~ ] G: -6 ~ ! ~ V> '" 0; I "t: Ii '" N n 0 ~ DATE /' NO a. . - . ---- -~ ..~. - - - ----rr- I II II II III .~:: I I I 3 EO SPA II II II I1QQ]WU5 @ 6" 12 SPA @ 6" 6' -0" ::v ~U6 (TYP) [1Q[] #6 (TYP) ~W#6 (TYP) ~:~:]W 66 (TYP) . EDGE OF SLAB EDGE OF SLAB It GIR A It GIR B It GIR. C & L -LINE It GIR E It GIR D 4 4 1/2" 4 EO SPA @ 10'.0' - 40' 0" 4'-4 1/2" 48' -9" SLAB REINFORCEMENT SECTION NEAR PIERS 2. 3. 4 AND 5 NEAR PIER 2 SHOWN. OTHERS SIMILAR d SPAN SET SCREED 1 ~ TO THIS UNE ~c _~~I_-1_S:: --~- ~ ~---- 1/4 PT -J I-- 1/4 PT It BRG f BRG TYPICAL SCREED SETTING DIMENSIONS FOR DIMENSION .C. SEE GIRDER SCHEDULE DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE I>S NOTED DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE SLAB REINFORCEMENT SECTION NEAR PIERS 2t 3t 4 AND 5 T29 ;7 OF l ~CO .~.. . ~ Exeltech ConsuRlng. Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES --~""'"'C"..... ~....... 2590 Wlllome>>e Or, NE Lacey. WA 98516 Phone: 360.357 8289 Fax: 360357.8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 9B362 PHONE (206) 457-0411 FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Lotty, WI.. . Seattte, WI.. . Solem. OR REVISION BY APPEND . 47 -0 ~w #6 (TYP) I1Q2JW#5 @ 8 (TYP) ~W#6 (TYP) ~W#4 (TYP) w [2@ #4 (TYP) rnJ~5 @ 9 (TYP) l1QI]W#5 @ 8 14 UNEQUAL SPA (TYP BTWN INT GIR 7 1/2' QI]~4 @ 1 -6 (TYP) EQ SP 12 SPA @ 6 6 -0 [2QI]W#4 (TYP) IWJW#4 (TYP) V N { ~ ~ $" '" '" a. ~ '" ~ '" ~ =< z '" ~ It GIR A It GIR B It GIR C & L-L1NE 4 EQ SPA @ 10' -Q" ; 40'-Q" 48' -9" It GIR D It GIR E 4 -4 1/2 EDGE OF SLAB EDGE OF SLAB 4'-4 1/2 . SLAB REINFORCEMENT SECTION CENTER SPANS 1. 2. 3. 4 AND 5 z w i z ~ i I in f u SPAN 1 SHOWN. OTHERS SIMILAR 18 -0 LAYING LENGTH (TYP) CONCRETE INSERT ANVIL FIG 286, DAYTON/RICHMOND F -62 FLARED THIN SLAB FERRULE 4-5/8 OR APPROVED EQUAL INSERT TO BE INSTALLED LEVEL LONGITUDINALLY AND TRANSVERSELY 4 -6 t 9 -0" CONCRETE INSERTS FOR HANGER RODS (TYP) 4 -6 t . o . ] ! .. . ..... , .. . - ~ ... .-..~ .." .. .... . .. . ~.. ,too ... .. ..... . '. .. .. .. II II II II II Q;; ~- - ---r--- - - ------ JL - -- - -- - -- - -- - - - -- _ _ __ _ JL_ _ __ _ _ _ _ ----r---_ _ _ _ _ ____ JL "----a:-: I" "I" ~ --~ -'- - -- -- -- -- t --- n -- --- - -- --- - - - -- - t --- - -- - --- -'- - - - - - - - - - t ~ CONCRETE INSERT ANVIL INSERT FIG 282, UNISTRUT M 26 SPOT, DAYTON-RICHMOND F -14 OR APPROVED EQUAL INSERT TO BE INSTALLED #4 X 2 -6 BEND LEVEL LONGITUDINALLY AND TRANSVERSELY IN FIELD TO FIT PLACE INSERT TO PROVIDE FOR TRANSVERSE ADJUSTMENT OF HANGER RODS o ~ BOTTOM SLAB REINF o ,. j i J5 <5 tE 6 3 i CONCRETE INSERTS PLACEMENT INSERT DETAIL FOR UTILITY CONDUIT INSERT DETAIL FOR WATER PIPE FOR TRANSVERSE LOCATION, SEE SHEET T2 DESIGNED M WOO DRAWN J SANFORD CHECKED S lEE H SCALE AS NOTED DA TE 10/2006 DA TE 10/2006 DA TE 12/2()06 V SCALE NONE 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE SLAB REINFORCEMENT SECTION AT CENTER SPANS T30 7C6 OF I t; CO ---~-- . ~ -,; ; Exeltech Consulhng, Inc. PUBLIC WORKS DEPARTMENT CITY or PORT ANGELES _::::J>>---- ~- -,...~ o 0- <0 ~ '" :;:; 2 ;: NO DATE ---- 2590 WillameUe Or NE Lacey, WA 98516 Phone 360.357 8289 Fax 3603578225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Locey, WI. . StoHIe. WI. . Solem. OR REVI SION BY APPEND . . . FOR SLAB TOP REINF SEE SHEET T27 10'-0" 15'-0" FOR SLAB TOP REINF SEE SHEET T28 15'-0" ~ $ IllQW 15 .'., ~~ lmf'll' [lli)'V #5 @8" "11' 22 EO SPA (TYP) -' ~ (SYMM ABOUT VIEW P~L _ -I ~cmJW #5 VIEWPOINT ~I I ~-"""'-I-"""';:: ~:ti:t:!j I --::: ~ I I ~~ . ,/ & '" ?~ '" N '" t ~ '" -", , '", 'N <( -- ::e- N l' a:: ..... C3 -~~I b ? , a I CD N ....... a:: C3 L-- .eJ-- -'-----l- 10' ~ --.....:::::::: := '- := ~ .~ -- I /' )- .... I I , I 7 - FOR SLAB TOP R~ - SEE SHEET T27 - VIEW POINT SLAB PLAN SIDEWALK REBAR #4'S NOT SHOWN FOR CLARITY ~ '" in 9'- 1 1/2" VIEWPOINT TO 13'-0" VIEWPOINT ~ ~ V> ~ z i5 ~ 'f P f e in -r ~ " W 12421 #5@1'-o" MAX - 13 EO SPA 1243 ~5 ( ) l 51 [liliW#5 @ 8" lliQJ W#5 @ 8" . l E f . . . . 1---FOR DIAPHRAGM, SEE SHEET T34 . 'lj . .g ~ >! ~ i Ji .. ~ ~ 15 t ,jj 1243 ~5 FOR BRACKET, SEE SHEET T34 7'-0' TO 10'-10 1/2" SECTION (;) ~ in ~ '" DESIGNED M WDO DRAI'iN J SANFORD CHECKED S LEE H SCALE I>S NOTED DATE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE -l! ; " 0. '" N ~ i ;; NO DATE ---~-- ~ """ exeltech REVI SION FILE OJ2BXX)(]( dwg PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED lac.,. WA . Seottlt, WI. Salem. OR ---'- L--- _ LSIDEWALK CURB LINE Exo~ech ConsulHng, Inc 2590 WillomoHo Dr NE Locoy, WA 98516 Phono' 360.357.8289 Fox 360357.8225 r-- I ~ 6'-6" SIDEWALK ( ) W#4 @ 1'-6" MAX ~ W/ 2'-0" MIN SPLICE [illJW#4 @ 1'-6" FOR SLAB TOP REINF SEE SHEET T28 ~ / 4'-4 1/2" SECTION C) \ / - 6'-6" SIDEWALK TO 9'-1 1/2" VIEW PT [lli] W#4 @ l' -6" ~W#4 @ 1'-6" MAX . . SLAB REINF SEE SHT T27 4'-4 1/2" TO 7'-0" SECTION C) PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE IEWPOINT SLAB AND SIDEWALK DETAI T31 7&/ OF I ~ C(; 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 . . . { ! "' i t ~ :>i ~ 13 !z ~ ! ? J -:i e u i1 ~ ! ~ . o o ~ '" ~ ~ i .5 1 '" -c; 15 1 . v1 . } ~ ~ i ;C NO OATE END DIAPHRAGM 21266 1#4 (TYP) 1" BURKE HI-TENSilE, LANCASTER MAllEABLE, DAYTON-SUPERIOR F-62 FLARED THIN SLAB FERRULE (1" x 4 5/8") INSERT OR APPROVED EQUAL (lYP) SEE FRAMING PLAN 12651 #4 STIRRUPS GIRDER ~ 312631~6 FULL WIDTH (2'-9" SPLICE WHEN REQUIRED) 2 ~ #4 BETWEEN GIRDERS 3/4" FillET (lYP) =B =111 ~~6 (TYP) SLAB REINFORCEMENT TOP OF GIRDER 45' FILLET BETWEEN GIRDERS Hi ~~ STIRR CONSTRUCTION JOINT W/ ROUGHENED SURFACE UTILITY BLOCK OUT 12621 #4 BETWEEN GIRDER (TYP) 212641 #4 EACH FACE (TYP) 1/2" PREMOLDED JOINT FILLER (TYP) (LEVEL TRANSVERSELY) GIRDER STOP (TYP) 21260 I #7 (TYP ) (2'-6" MIN SPLICE) 2~#7 (TYP) BACK OF PAVEMENT SEAT 2" CHAMFER BLOCK OUT (TYP ) SEE "ANCHOR DETAIL" THIS SHEET TYPICAL END TYPE "B" DIAPHRAGM A T END PIERS END OF P C GIRDER END OF PRECAST GIRDER~ 1260 1 #7(TYP ) (2' -6" MIN SPLICE) ~ #7 BETWEEN GIRDER (TYP) SECTION A .. DISTANCE FROM TOP OF GIRDER TO BOTTOM OF DIAPHRAGM + "A" t BRG + GRADi>........ SEE EXPANSION JOINT DETAILS 135 t BRG GRADE_ ;.: SEE "GIRDER SCHEDULE" T 00 '- '" VERTICAL 'co '- 0 '" "I ;0 'io , '<0 BEARING PAD BEARING PAD SEE SHEET T21 Vl SEE SHEET T21 Vl Vl Vl w w 0 0 w w n:: n:: GROUT PAD GROUT PAD SEE SHEET T21 SEE SHEET T21 1 1/2" MIN Q jFACE OF WEB 6" MAX THRE~ <0 I 1"0 BOLT(TYP.) -..... ANCHOR DETAIL A.S.T.M, A-3D7 NOTE GIRDERS SHALL BE HELD RIGIDLY IN PLACE WHEN DIAPHRAGMS ARE PLACED REINFORCING BAR SHALL BE THREADED THROUGH HOLES IN GIRDERS PRIOR TO PLACING OF EXTERIOR GIRDERS SEE PLANS FOR "TRAFFIC BARRIER" DIMENSIONS AND LOCATION SEE "GIRDER DETAILS" SHEET FOR DIMENSION "A" DESIGNED M WOO DRAWN L BOROS CHECKED S lEE H SCALE I>S NOTED DATE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE Lacey. WA . Secdtle. Wit . Salem. OR -~ Exe~ech Consulting, Inc. ~~ ---.....". ......... 2590 Wlllamette Or. HE Lacey, WA 98516 Phone' 360.357.8289 Fax 3603578225 exeltech REVISION BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED -0 02'/FT _ LEVEL LONGIT AND TRANSV LEVEL LONGIT AND PARALLEL TO ROADWAY SLOPE TRANSVERSELY PARALLEL TO ROADWAY SLOPE TRANSVERSELY 1/2" PREMOLDED JOINT FILLER (TYP) (LEVEL TRANSVERSELY) ROADWAY EXPANSION 1/2" PREMOLDED JOINT FILLER (TYP) (LEVEL TRANSVERSELY) JOINT AT END PIERS LONGITIDINAL DIMENSIONS ARE NORMAL TO SKEW ~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE ABUTMENT DIAPHRAGMS PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 <x: SEE "GIRDER SCHEDULE" -0 02'/FT_ T32 9;0 OF tS;9J . . ... '" 0 ~ ~ - ~ ~ t '" ~ ~ 0 '" w a: ~ '" ~ ;;; i2 il ~ E .g ... 0 , .., ~ ~ ~ ~ ! 1f{ 11 1 ~ . ~ ~ "il r ~ "" '" .., ~ ~ DATE ;: NO EXT GIRDER ~#4 (TYP) 3/4" CHAMFER (1YP) [@] #4 (TYP) ~ #4 @ 1'-0" MAX (TYP) IBiJ #4 (TYP) H #4 PLAN - FIXED FLUSH-FACE DIAPHRAGM * FOR EXTENDED STRAND DETAIL SEE GIRDER SHEET CONSTRUCTION JOINT WI ROUGHENED SURFACE DIMENSION "A" @ t PIER SEE GIRDER SHEET rl I BEND IN 1350 (TY ~ [Ej] #5. ItQ] #4 & EIill #4 "I )/ .. FIELD GIRDER P} ~ 2~ #4&2[Bi]#4 GIRDER \ ~ ~~ lJ ; I h lJ>> " - tJ t I-T- '-- +- 1/ 1.1 I V 1.1 I TYP} / I I I I ET I I -!iQI #4 I I I I III J ) l ...-. .--..., ,- . . '-- DED ~ t-lliZI#4 DS (TYP) -----'" J 12 1 La TOP OF PC GIRDER GIRDER RE/NF ( SEE GIRDER SHE FOR DETAILS * EXTEN STRAN .~ ~#5& Bill#4 .1 SECTION o NOTES: 1 THE REBARsEiiJn-IRu~ARE FOR REFERENCES ONLY THE ACTUAL REBAR SIZES AND SPACINGS ARE SHOWN ON CROSSBEAM PLAN SHEETS T15. T16. T19 & T20 2 TillS SHEET IS DICTATED BY CROSSBEAM PLAN SHEETS DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE />S NOTED DATE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE ~ ~ REVISION FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Lacoy, WA . SocrttIo, WA . Salom, OR BY APPEND FACE OF DIAPHRAGM Exeltech Consulting, Inc. 2590 Wlllomette Dr. HE Locey, WA 98516 Phone: J60 357.8289 r ox: 360.357.8225 i PIER . . z a o ~ ~lJJ ::>; CS END OF PC GIRDER DETAIL W \!!V ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 3"MIN END OF PC GIRDER ~ MIN -I (8lJ ~I 6" I PIER OAK BLOCK DETAIL FOR LOCATION SEE SHEET T16 FACE OF DIAPHRAGM OAK BLOCK PLACED PARALLEL TO FACE OF CROSSBEAM. FULL WIDTH OF BOTTOM FLANGE FACE OF CROSSBEAM 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE INTERMEDIATE PIER DIAPHRAGM T33 Lt., j OF u;q . . ... N 0 l ~ ~ <> N 0 i '" ~ ~ w ~ 5! ig J j ~ -:i ~ <..> 0 . ~ ~ 0 0 ~ "lS ~ j i J5 "i !;;: b 3 1 . <li il5 ~ " I ~ ~ N <5 ~ 3 NO DATE ~ REVI SION [ll[] #5 STIRR -9 -N '7 -", 2[ll[] #7- 212771#5- . DIMENSIONS ALONG INTERM DIAPHRAGM ~ BRIDGE SYMM W I 2 mIl #6 (2'-9" SPLICE WHEN REQUIRED) I SEE "ANCHOR DETAIL" THIS SHEET ~ SEE FRAMING PLAN 2 I1lQJ #7 (TYP) (2' -6" MIN SPLICE) 2 11m #7 (TYP) TYPICAL INTERMEDIATE DIAPHRAGM ~ l"MIN -3" MAX 2 SPA @ 3" 5 SPA @ 1'-0" MAX [ill] #4 STIRRUPS 1 BRIDGE SYMM 2lIm#10 2mIlW#6 (2'-9" SPLICE WHEN REQUIRED) I 2l1llJ #4 BETWEEN GIRDERS 6 SPA @ 6" IMENSIONS ALONG INTERM DIAPHRAG GIRDER GIRDER ~ 4'-0" 2 [ll[] #7 (TYP) (2' -6" MIN SPLICE) 2 11m #7 (TYP) 2 -0" INTERMEDIATE DIAPHRAGM AT VIEWPOINT SLAB DESIGNED M WOO DRAWN L BOROS CHECKED S LEE H SCALE AS NOTED ""e- EJceltech Consulhn9, Inc. ~ 8TH STREET BRIDGE REPLACEMENTS T34 PUBLIC WORKS DEPARTMENT -.-- .........';t.~ CITY OF PORT ANGELES ---- ..... 2590 Willamette Dr HE TUMWATER CREEK BRIDGE 1d.. e X e I t e c h lacey, WA 98516 321 EAST 5TH STREET POBOX 1150 Phone: 360.357,8289 PORT ANGELES, WA 98362 PHONE (206) 457-0411 INTERMEDIATE DIAPHRAGM AND OF Lacey, Wi. . Seattle, WI. Satem. OR Fax' 360 357 8225 MISCELLANEOUS DETAILS ltJ~ DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE FILE 34-INTERMEDIATE DIA PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED [lliJ'V #6 x <( :::; "9 -9 -", -- ~< @ + <( Cl- VJ -N ...- C> , '-0- / U [ill] #4 STIRR / -W-l- ~ Ci: ,;; "9 x <( in ::::; e -9 "- -9 @ -N <( Cl- VJ ...- VJ UJ Ci: ,;; t DIAPHRAGM, NORMAL TO GRADE I I I I ! 1 1/2" MIN I rFACE OF WEB ," "^' lH"OO =f-L 45' FILLET BETWEEN GIRDERS -'? "- /l"~ BOLT(TYP) [mJ #4 BETWEEN GIRDERS (TYP) ANCHOR DETAIL ASTM A-307 [21]]#7 1 N BUNDLED PAIR SECTION cY) / [lliJ #5 STIRR -./ W 2 [22[] #7 1 N BUNDLED PAIR SECTION (g) . . . I ~ 00 ~ '" ~ t ~ ~ ~ z Si z '" ! 1 ! -:i 5 . E ! o ." ~ ~ 1 i J5 l' '" -6 3 f ~ . .. I & 00 N n '" ,::; ~ ~ NO DATE ALTERNATE STEEL SHAPE # 1 LOW SHRINK "G" NORMAL TO JOINT CONCRETE SAME /i STRIP SEAL STRENGTH AS DECK \ ~ ~ 1 /4"0 AIR RELIEF HOLES @ 1'-0" DC (TYP) 'r- ALTERNATE STEEL SHAPE #2 . : 1"":~\-"~": I~ ~~~ -..~..:;~ '.j c> 1".:..~~,:,,,~:,h;;.~~8 V"~ "fl....r tjll" ~ l> J, . .~K\ J( 1 ~, ~"...4 A . ~ ;' : v. A " : ~ v. .. .. <l~_~_:..~_ _~~~__'__~..::__~__ ,_?__~:__..s __~':._~_~~,,:--:':.j t?- .." . V ~ V ... '. . ." k1 "<i,, 5/8"0 x 6" STUDS SPA @ / l' -0" EACH ROW, ALTERNATE-.I ~ SKEW ANGLE < 20'-:\ ').1 c- 1" SPLIT STEEL SHAPE AT CURB IF REQUIRED BY MANUFACTURER STRIP L 6" x 8 1/4" MIN BLOCKOUT (TYP) II II\" J j> I 1" SEAL STANDARD ANCHORAGE USE FOR NORMAL TRAFFIC VOLUME EXTEND SLAB STEEL INTO THE BLOCKOUT qr--------- ~ I Jl L ~ PLAN '" EXPANSION JOINT SECTION fA\ FOR STRIP SEAL \::...J STRIP SEAL NOTES: 1 SEE STRIP SEAL TABLE FOR APPROVED MANUFACTURERS 2 THE ENTIRE STRIP SEAL ASSEMBLY SHALL BE CONSTRUCTED SO THAT THE STRIP SEAL MAY BE REMOVED AND REPLACED 3 DO NOT USE STEEL SHAPES WITH HORIZONTAL LEGS IN CURB OR BARRIER REGION STEEL SHAPE TYPES * ~ -IP- -IrA- MANUFACTURER ITEM NAME T[1 WId] yId] TYPE S T TYPE V W TYPE X Y o S BROWN DSB STRIP SEAL SSCM2 1 1/4" 8" SSA2 . 1 1 4" 2" SSE2, . l' 1 1 2" WATSON BOWMAN ACME WABO STRIP SEAL M, R 23/4" 3 1/4" A 1 1 4" 2" E 1 1/2" 1 1 2" R J WATSON, INC RJ STRIP SEAL RJM 2 3/4" 3 1/4" RJA 1 1 4" 1" RJE 1 1/4" 1 1 2" HEXCEL FYFE CO STRIP J200-C C 2 1/1" 3" A 1 1 4" 2 E 1 3/8" 1 1 2" 5" MOTION RANGE @ PIER 1 & 6 EXP. JT. OPENING "G" MIN OPENING "G" STEEL INSTALLATION MANUFACTURER ITEM NAME NORMAL TO JT WIDTH NORMAL NORMAL TO JT SHAPE TO JOINT @4O'F @64'F @8O'F TYPE MIN MAX D S BROWN DSB STRIP SEAL L2 500 112" 5 1/2' 1 1/2' 2 1/4" 1 1/2" 1" SSM2 WATSON BOWMAN ACME WABO STRIP SEAL SE -500 0" 5" 1 1/2" 2 1/4" 1 1/2" 1" M2 R J WATSON, INC R J STRIP SEAL 500 1/2" 5" 1 1/2" 2 1/4" 1 1/2" 1" RJM . TRIM OUTSTANDING LEGS OF SSCM2 SHAPE FOR USE IN TRAFFIC BARRIER *- OESIGNATlON TYPE AND OIMENSIONS MAY VARY AS MANUFACTURER'S INVENTORY CHANGES DESIGNED M WOO DATE 10/2006 . 8TH STREET BRIDGE REPLACEMENTS T35 DRAWN L BOROS DATE 10/2006 ~. ..~ ~ e-. Exeltech Consulllng, Inc. ~ PUBLIC WORKS DEPARTMENT CHECKED S LEE DATE 12/2006 ...~ -~ CITY OF PORT ANGELES TUMWATER CREEK BRIDGE 0] ...-:- ---- 2590 Willomette Dr NE H SCALE I>S NOTED V SCALE NONE exeltech Locey, WA 98516 321 EAST 5TH STREET POBOX 1150 OF Phone' 360.357 8289 FILE 0328POXX dwg PROJ NAME LaC8'J. WA Seotfl" WI. Salem, OR Fox, 360 357 8225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 EXPANSION JOINT DETAILS I C. (\ ALL DIMENSIONS ARE IN FEET ..J ,./ REVISION BY APPEND UNLESS OTHERWISE NOTED BXPnm3 U 03-07 . . C> ... '" 1: ~ 6 '" ~ <0 '" <0 ,,- C> I C I ~ ~ " .... ::;, l? ::5 ei ~ ii'i >: :!; f!; !:l ~ .. I <0 I:? . - ~ ~ .0- 1; . c ~ <; . E ~ - ~ I ~ I ~ ~ '" 0 . ~ ~ ~ - ~ '" ~ e .9- t; ~ ,;: g ~ . .g- t co . !: '" .co i ). .. NO DATE . 29'-3" 14'-0" ~---:r---- ::? /--. JJi;ij 12+00 I BACK OF PVMT SEAT / STA12+1100 ~!-------' ~ 'C 26'-0' 18'-0" I I I 144' 0" I I I I I ~I 16+00 z I ::J II ~I I I I I I I REVISION 144' 0" 3'-3" TYP PEDESTRIAN BARRIER W/BRIDGE RAILING TYP BP 24 SPA @ 8 -0" - 192' 0" i'-... :Q::9 1 ~ ~ ~~~ '7 J<Oiij -..... - v 13+00 I 1 44' -0" 160' 0" ~ ~ ~ JUNCTION BOX (TYP) ~ 61 SPA @ 8' -0" - 488'-0" r It ROADWAY :(:x - 144' 0" 144' 0" BY APPEND DESIGNED K WIllIAMS DATE 12/2006 DRAWN J SANFORD DATE 12/2006 CHECKED M WOO DATE 12/2006 H SCALE V SCALE NONE FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED 17+00 I 144'-0" 144' 0" 1'lf,1~'~'1 ~~IST ,~ \l~~c;. BXPIRES U-03-07 14+00 I :(:x 144'-0' L -LINE (8TH STREET) -~- .----- ............... exeltech Lacey. WI.. . Seattle, Wi. Salem, OR 146'.0" 6 EO SPA 25'-0" 25'-0" ~JL~i L-LlNE (8TH STREET) VIEW POINT STA 14+42 00, 3000' LT 15+00 I ---= ::c-- ~ VIEW POINT STA 14+4200, 3000' RT 146'-0" 130' -0" :Q: 18+00 I PLAN Exellec" Consu"lng. Inc. 2590 Willomette Dr, NE lacey, WA 98516 Phone: 360.357.8289 Fax: 360 357 8225 ~ ~ 144' -0" 144'.0" ~ :Q: 144'-0" 19+00 I PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 I I I \ I I I I i~ z ::J II I~ I~ I I I ! I NOTES SEE SHEET T40 FOR LUMINAIRE ANCHORAGE DETAILS SEE ILLUMINATION PLANS FOR ADDITIONAL LUMINAIRE. LUMINAIRE POLE. AND ELECTRICAL INFORMATION 6'-9" ~ LUMINAIRE POLE SPACING I 14'-0" DUMMY JOINT SPACING :6: --:J, \~ \~ BACK OF PVMT SEAT / STA 19+69 00 ~ -:J 10' -0" LIGHTING SYSTEM CONDUIT J-BOXES 18'.0" TRAFFIC SYSTEM J- BOXES 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PEDESTRIAN BARRIER LAYOUT T36 ~L-f OF It;~ . . . BEVEL BOTH ENDS (lYP) 6' -2" ~ DATE NUMERALS (INSIDE FACE) (SEE STD PLAN E-1) -0 ~ << '" u.J u.J:::; ~~ ------ --er- FINAL GROUNDLlNE ~ TOP OF SIDEWALK ------------ - --------------~~~~~~~~~~~~~~-------------- /~:;~~~~~~~~~~~~~~~~~~~~~~~~~:;~ z "'c.. ''?~ -~ ~ .E! 6 "" E ~ ., '" " C. I 1> I ~ ti\ ~ ., :s 3'-0" I CONDUrr DEFLECTION FITTING A ~ WI INTERNAL BONO" ,""'EO BLOCK OUT FOR CONDurrs 2 N 2"0 RGS CONDUIT PIPES (lYP) OR SEE WIRING SCHEDULE FOR CONDUIT SIZE BOTTOM OF STRUCTURAL SlAB OUTSIDE ELEVATION END OF MODIFIED PEDESTRIAN BARRIER '" ~ ~ ~ IS ~ Q!; '" ..., jg l:.l ~ r.!. ~ - e " u 2 ~ i\ b <; l; ii ~ E ~ <0 C. I ~ I ~ l; <::: Q b ~ i!: i 1:. s ~ ! <; o .;: ~ Si b ~ Ji -'? -N ~] ~ ~ [ill Y 0,<':, ~ rnJW 6'-6" 10" [!!]~4 @ 1'-6" MAX CONTIN wi 2'-0" MIN SPLICE SURFACE FINISH TO BE EQUIY & PARALLEL TO RDWY SURFACE . VERTICAL - rnJ~5 @ g"~ []I] #5 @ g"~ [!!]~4 @ 1'-6" __ 0 01'/FT TOP OF RDWY SLAB b b .b '" .<: i<; . b " '" o ..., TYPICAL SECTION PEDESTRIAN BARRIER ~ Q. '" ~ ~ ~ 3- DESIGNED K WILLIAMS DAlE 10/2006 DRAWN J SANFORD DAlE 10/2006 CHECKED M WOO DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dW9 PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOlED Q. NO DATE REVISION BY APPEND 3/4" CHAMFER (lYP) [][] #4 @ 1'-6" []I] #6 CONTINUOUS W/3'-1' MIN SPLICE ~ #4 CONTINUOUS WI 2'-0" MIN SPLICE 00 #4 @ 1'-6" CONST JT WrrH ROUGHENED SURFACE ~#4 FORMED DECK EDGE SLAB REINF (lYP) SEE OTHER PLAN SHEETS FOR DETAILS It. 3/4" CHAMFER OR 1/2" HAlF -ROUND DRIP GROOVE . MIN HEIGHT PEDESTRIAN BARRIER HEIGHT MAY VARY IF REQUIRED TO PROVIDE A SMOOTH PROFILE .. INCLUDE IN BARLlST SUPERSTRUCTURE CONDUIT EXPANSION FITTING, EA CONDUrr EXPANSION JOINT SEE SHEET T35 ~ ~ u.J o Vi CONDurr DEFLECTION FiTTfNG -'? -<0 BACK OF PAVlEMENT SEAT BARRIER W / STRUCTURAL SLAB PLAN TOP OF ROADWAY 6'-6" rn:m~5 @ g" ~~5 @ g" DQI]~4 ~~5 __ 001 '1FT . . [][] #4 @ 1'-6" ~#4 -9 ,..,. OPTIONAL ""v CONST JT WITH r:: --...... ROUGHENED SURFACE NOTE FOR CONDUIT PIPE: STUB OUT & CAP 3'-4" FROM END OF BRIDGE BARRIER, EXCEPT TERMINATE IN JUNCTION BOX WHERE AND WHEN SHOWN ON LAYOUT [lQQ] ~4 p/ ~ ...............-...... exe tech Lacey, WA . Seattle. WA . Salem. OR Exeltech Consulting, Inc. 2590 Wlllamette Or NE Lacey, WA 98516 Phone' 360 357 8289 Fax 3603578225 [lQIJ #4 I B30 I #4 n I -n CONST JT WrrH ROUGHENED SURFACE ~ -N SECTION CD ~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PEDESTRIAN BARRIER DETAILS 1 OF 3 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 T37 Fe ~.J OF I r; l)J . . . STAINLESS STEEL COVER SCREWS (1YP) J J-BOX & BARRIER PANEL I 1/2 L (1YP) I i J-BOX & BARRIER PANEL L (1YP) I RECTANGULAR PATTERN WITH 3/4" DEEP GROOVE 1YP FOR ALL BARRIER PANEL 2 1/4" 1YP 8" 1YP ~ S S MOUNTING TABS (TOP & BOTTOM) 1YP 1 1/2"x1 1/2"x1 1/2"x12 GAUGE BUNDLE []I] #5 OR 00 #5 ADJACENT TO EACH END OF JUNCTION BOX r- 2 - #4x3'-6"(1YP) SECURE CONDUIT AND BOX TO REBAR TO PREVENT MOVEMENT /-........- ___________../ L -~~~~~~~~=/ /---- ~ ~ /~ -- -----------~ / TS 1!' 02 ~ .!4, ~ '" ., " C) I C I ~ '" . " ... i:'5 '" U) ~ ;:! ~ ~ ~ ~ '" ~ t:l ~ J, ~ - ~ ~ <; " S. 1 5 ~ "0 . E ,i! - :g I ~ I ~ 2 - 2"~ CONDUIT PIPES (lYP) OR SIZE CONDUIT PER WIRING SCHEDULE ELEVATION CONDUITS & J-BOX WHERE CONDUIT IN A STRUCTURE IS ROUTED ACROSS A JOINT. WRAP STEEL CONDUIT PIPE FOR 1'-0" ON EACH SIDE OF JOINT PIPE WRAP TAPE SHALL BE 2" WIDE AND INSTALLED WITH A MINIMUM OF 1" OVERLAP 3'-0" LONG EXPANDED POLYS1YRENE SLEEVE AROUND CONDUIT DUCT TAPE EXPANSION JOINT SEAMS AND ENDS TO SEAL AND 11 PREVENT CONCRETE FROM BONDING WITH FITTING AND CONDUIT CONDUIT EXPANSION FITTING '.,. ~ 3" MIN. 6" MAX. (CONDUIT & THREADS CAST OUTSIDE STRUCTURE) CONDUIT DEFLECTION FITTING WITH INTERNAL BONDING JUMPER ~ ~ 0:: " " c .g "l! ;g - i'l, .!; . e ~ 15 S :3 ~ ~ {l' .s CONDUIT PIPE SIZED PER WIRING SCHEDULE BONDING JUMPER CONDUIT DEFLECTION FITTING A CONDUIT EXPANSION FITTING CONDUIT FITTING - (1YPE AX FOR MOVEMENT OF:l: 2") AT BRIDGE EXPANSION JOINTS CONDUIT FITTING - 1YPE DX FOR DEFLECTION OF 3a' AND 3/4" MOVEMENT PLACE AT CONDUIT PIPE EXIT FROM STRUCTURE ~ exeltech Ii ~ ~ oS ., I c "" DESIGNED K WILLIAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED !A WOO DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~ & ~ ~ ~ C\. NO DATE 'ro LT ~, :'::. '----------- ----""":-.::::======== 'co $ '.,. ........ '" '.,. -.... ~ :::- '" IN TRAFFIC BARRIER ,.,. ........ '" SECTION ~ 3 4" PREMOLDED JOINT FILLER SEE STANDARD PLANS CONCRETE CONCR WHERE CONDUIT IN A STRUCTURE IS ROUTED ACROSS A JOINT. WRAP STEEL CONDUIT PIPE FOR l' -Q" ON EACH SIDE OF JOINT PIPE WRAP TAPE SHALL BE 2" WIDE AND INSTALLED WITH A MINIMUM OF 1" OVERLAP JUNCTION BOX & PULL BOX 8" x 8" x 1'-6" NEMA 4X. S.S. (JUNCTION BOX CAN BE RECESSED UP TO 1/2" SEE SPECIAL PROVISIONS) u.J t;:; '" u z o u 1/16"~ POLYETHYLENE OR COPPER PIPE DRAIN , . , " 2 ~ STAINLESS STEEL MOUNTING TASS (TOP & BOT) 1 1/2"x1 1/2"x1 1/2"x12 GAUGE CONDUIT PIPE '";,, '- ...J 6 Vl '.,. ........ '" -BUNDLE 2 B1 #5 OR 2 B8 #5 ADJACENT TO EACH END OF JUNCTION BOX CONDUIT PIPE l' -0" LONG EXPANDED POL YS1YRENE SLEEVE AROUND CONDUIT CONDUIT DEFLECTION FITTING WITH INTERNAL BONDING JUMPER CONDUIT DEFLECTION FITTING B CONDUIT FITTING - 1YPE DX FOR DEFLECTION OF 3a' AND 3/4" MOVEMENT CONDUIT PIPES PLACED THROUGH RETAlING WALL TRAFFIC BARRIER SHALL BE FITTED WITH DEFLECTION FITTINGS AT A MAXIMUM SPACING OF 120 FEET THE DEFLECTION FITTINGS SHALL BE PLACED AT THE TRAFFIC BARRIER OPEN JOINT THAT COINCIDES WITH THE RETAINING WALL STEM EXPANSION JOINT NEAREST TO THE TRANSVERSE CONSTRUCTION JOINT IN THE WALL FOOTING SECTION~ 2.L 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PEDESTRIAN BARRIER DETAILS 2 OF 3 OF I c; Q, ,/ 0 T38 @ Exeltech Consulllng. Inc PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES ~{p v --- --... 2590 Willamette Dr NE Lacey, WA 98516 Phone 360 357 8289 Fax 3603578225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 REVISION BY APPEND Lacey, WA Seattle. WA Solem. OR . 1:! ~ Ii ... E ~ '" ., " C> I 5 I ~ ~ b .., is .., '" o,! ~ ~ ei ~ ~ '" s l> ~ . e "- , Q) ::l - e ~ u 2 ~ "li ~ C ~ t; ~ E .:! - '" C> I ~ , ~ ~ 'I: c ~ ~ ~ ;l? -; '" oS ~ ~ "0 c 5- is ~ ~ .g> &i ~ ~ Vi ;; '" :l 0; '" c q: . - & ~ ~ C> ). "- NO DATE 1 1/2"i 1/8" ~;lr-;N~ -IR=1/8" 1/8" TO 1,/2" DEEP =H IRREGULAR FRACTURE .~~ ?- FRACTURED FIN FINISH JUNCTION BOX LOCATIONS STATED BELOW ARE APPROXIMATE CENTER JUNCTION BOX INSTALLATION BETWEEN BARRIER DUMMY JOINTS JUNCTION BOX LOCA TIONS STATION OFFSET LABEL 12+29 23.5 LT ell RT TS 12+37 23.5 LT ell RT LT 13+81 23.5 LT ell RT LT 13+89 23.5 LT ell RT TS 15+19 23.5 LT ell RT TS 15+27 23.5 LT ell RT LT 16+63 23 5 LT ell RT TS 16+71 23.5 LT ell RT LT 18+07 235 LT ell RT TS 18+15 23.5 LT &: RT LT 19+51 23.5 LT ell RT TS 19+59 23.5 LT &: RT LT TS = TRAFFIC SYSTEM LT = LIGHTING SYSTEM INSTALL ALL CONDUIT RUNS TO DRAIN TO A BRIDGE END OR PROVIDE DRAIN AT ALL LOW POINTS IN CONDUIT RUN ON BRIDGE REVISION DESIGNED K WILLIAMS DATE 10/2006 DRAWN J SANFORD DATE. 10/2006 CHECKED M WOO DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND ~ 1::1 1111 1111 II <> Ji:l)< > DUMMY JOINTS _ _ ~ ::l: NORMAL TO GRADE ~ _ _ _ _ ilL_ ------ .J VIEW @ 137 ALL CHAMFERS 3/4" SEE "LAYOur' FOR APPLICABLE SURFACE FINISH W EPOXY COATED PEDESTRIAN BARRIER BAR LIST ALL REINFORCING SHAlL BE MSHTO M 31. GR. 60. MARK SIZE LENGTH BENDING DIAGRAM (ALL DIMENSIONS ARE OUT TO OUT) Bl 5 (0) ~i fID B2 4 (0) STR B3 4 (0) STR o b ..E. ..e... B4 6 (0) STR ~ ,: B8 5 (0) 9" FOR~WelI [K] BARS 00 SEE BRIDGE BARLlST (0) DETERMINE FROM PLANS ~ ~ .~- EXPmES: U-Os-'O'l' ~ ~ ~ exeltech Exeltech Consulhng, Inc 2590 W,lIameHe Dr HE Lacey, WA 98516 Phone' 360 357 8289 Fax 3603578225 lacey, WA Seottle. WA . Salem. OR ~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE PE'DESTRIAN BARRIER DETAILS 3 OF 3 OMIT DUMMY JT. ON THIS FACE ~ FRACTURED FIN FINISH .. OMIT DUMMY JOINT I rOUMMY JOINT ON THIS FACE If . /I 3 1/'f- t\ (\.11M) 'B.Alh . ~ b 1\ JJ I +: j r--------- U <;> I - SECTION ~ SECTION (g;) 137 -I'- J i'/4" cu,,, ~ JOINT ~ <> ^ V DUMMY JOINT DETAIL PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 INDENT CONST JT AS NECESSARY r FINAL GROUNDLlNE 2 N 2"~ CONDUIT PIPES OR SEE WIRING SCHEDULE FOR CONDUIT SIZE T39 0..7 ,,/ OF i C(~ / ~ . ". 1! -E 5 "" . ~ '" '" ., '" <:> I C I ~ 0. . " '" ~ ~ ~ t5 ~ is <: " ~ ~ ~ I <:> i!: ~ ~ <:; 2 5 -:; ~ c ... ~ ~ E .:! i I ~ I ~ ... ~ '" o ~ ~ ~ ,g ~ '" ~ ! <; c S. 2 51 ~ .go <l5 ;; .1; '" . "' 05 ~ ~ 0; '" c " ... o .. ., r;j <:> "8 <:> ~ .. NO DATE $ OMIT 1 '-6" x 1'-6" SQUARE AREA OF FRACTURED FIN FINISH CENTERED AROUND LIGHTING BRACKET ANCHORAGE FRACTURED FIN FINISH G:! -~ ex "_ a :I: U z: <( "", LEVEL LINES It LIGHTING BRACKET ANCHORAGE 3'-3" It JUNCTION BOX JUNCTION BOX & PULL BOX 8" x 8" x 1'-6" NEMA 4x S S (TYP) JUNCTION BOX CAN BE RECESSED UP TO 1/2" (SEE SPECIAL PROVISIONS) TOP OF BARRIER -", 2 - 2"~ RGS CONDUIT PIPE (TYP) OR SEE WIRING SCHEDULE FOR SIZE PLUMB LINES 5" 5" 1"~ RGS CONDUIT PIPE 1" THICK ANCHOR ~ , "- 2 []I] #6 3/8"~ POLYETHYLENE OR COPPER DRAIN PIPE ELEVATION 1 1/2" H 1'-1" !F ] 10" "N '- -0 ~ 1 -N '- 1 3/8"~ HOLE (TYP) 6 1/2" ANCHOR PLATE GALVANIZE PER AASHTO M 111 REVISION DESIGNED M WOO DATE 10/2006 DRAWN L BOROS DATE 10/2006 CHECKED S LEE DA TE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND TOP OF ROADWAY II NOTE: - ALL CONDUIT SHALL BE RIGID GALVANIZED STEEL (RGS) INSTALL ALL CONDUIT RUNS TO DRAIN TO A BRIDGE END OR PROVIDE DRAIN AT ALL LOW POINTS WITHIN CONDUIT RUN SEE "TRAFFIC BARRIER SHEETS" FOR BARRIER DIMENSIONS - ALL HIGH STRENGTH (H S ) BOLTS SHALL BE AASHTO M 164 HARDENED WASHERS SHALL CONFORM TO ASTM F 436 LUMINAIRE POLE CONDUIT PER WIRING SCHEDULE HANDHOLE TOWARD TRAFFIC SIDE 8" x 8" x 1'-6" NEMA 4x S S JUNCTION BOX FINISHED GRADE ELEVATION ELEVATION LUMINAIRE PROFILE SUPPORT (SHOWN FOR SINGLE SLOPE BARRIER, SIMILAR FOR PEDESTRIAN BARRIER) --~- Exellech ConsulHng, Inc -~..&.. -........ -~ ~- 2590 Willomette Or. HE Lacey, WA 98516 Phone 360.357.8289 Fax 360.3578225 exeltech lacey, WA . Seattle. WA - Salem. OR ~ CHIP OR FORM FACE OF BARRIER FLUSH UNDER SUPPORT ELBOW BASE PLATE APPLY EPOXY RESIN TO SURFACE TO ASSURE UNIFORM BEARING SURFACE 1"~ H S BOLT THREADED FULL LENGTH WITH HARDENED LOCK WASHER AND HEAVY HEX NUT (TYP) TRAFFIC BARRIER LUMINAIRE STA PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2 QIJ #6 "cr "- TIGHTEN ANCHOR ~ BETWEEN BOLT HEAD AND HEX NUT/LOCK WASHER (TYP) 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 1"0 RGS CONDUIT PIPE & CAP [][] #6 ANCHOR ~ . TOP OF SIDEWALK . . SECTION @ LUMINAIRE POLE ON LOCA TIONS BRIDGE STATION OFFSET 12+4025 245 LT 13+84 25 245 RT 15+30 25 245 LT 16+ 7 4 25 245 RT 18+1825 245 LT 19+62 25 245 RT FACE OF BARRIER ANCHORAGE BARLlST MARK # @] @J ALL REINF SHALIL BE MSHTO M31, GRADE 60 SIZE LENGTH BEND TYPE l' -9" STRAIGHT 6 5' -Q" STRAIGHT PLAN 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE LUMINAIRE ANCHOR DETAILS T40 08 OF I ~CO . . . END SECTION VARIES tt RESIN BONDED ANCHORS I OR ANCHOR BOLTS PERMISSIBLE JOINT IN TOP RAIL I BEND BEFORE ANODIZING t EXPANSION JOINT TYPICAL INTERIOR SECTION VARIES tt OPEN JOINT BALUSTER SPA B" MAX ANCHOR SPA 1'-4" MAX RESIN BONDED ANCHORS OR ANCHOR BOLTS PARALLEL TO GRADE (TYP) SEE "END DETAIL" SHEET T 42 BALUSTER & ANCHOR SPACINGS SHOWN ARE MAXIMUM ALLOWABLE VARY AS NECESSARY ADJACENT TO BRIDGE EXPANSION JOINTS SEE "GENERAL DETAIL" THIS SHEET ] ~ NORMAL TO GRADE (TYP) TRAFFIC BARRIER LTOP OF ROADWAY AT CURB LINE - - { ELEVATION BALUSTER AND GUARDRAIL SECTION ATTACHMENT DETAILS NOT SHOWN ~- ~ ~ o ~ a. ~ N ~ o 6" FOR EXP RAIL SPL FOR TYP RAIL SPL NOTE "10' DIMENSION EQUALS MAX OPENING OR CLOSING OF CONC RAIL BASE AT EXPANSION JOINTS 0- m ~ '" z :J 1:: ~ '" o ~ v ~ l' ! 'i 5 DRIVE PIN ~ SEE. AT DETAIL B T 42 . ~ f TOP OF TRAFFIC BARRIER o . o .., ~ '" ~ I ~ to: -c; 15 f IIIII lLl! "10' II (SEE NOTE) . I- ~ m .. ! ! ~ ~ f -;; NO OATE DESIGNED K WIllIAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED ~ WOO DA TE 12/2006 H SCALE f>S NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED REVISION BY APPEND 1/2" MIN I I I I I t RESIN BONDED ANCHORS OR ANCHOR BOLTS (BURR THREAD AFTER I INSTALLING) I 1 1/4"0 HOLE THROUGH COVER Ii' (TYP EACH BALUSTER) II II !LL.! GENERAL DETAIL J 1 4" TYP EXCEPT AT EXP JT -~. ~ Exellech Consulltng, Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES ~r -- ---- -.... 2590 Willamette Dr HE Lacey, WA 98516 Phone. 360.357.8289 Fax: 36D.357 8225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 Lacey, WA . Seattle, WI. . Solem. OR NOTES PIPE RAILING, PIPE RAILING SPLICES, COVER PLATES AND BOTTOM EXTRUDED CHANNELS SHALL BE BENT TO THE HORIZONTAL CURVE WHERE THE RADIUS OF CURVATURE IS LESS THAN 200 FEET 2. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND OETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM MATERIAL BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS 3 PIPE RAILING, PIPE RAILING SPLICES, COVER PLATES AND BOTTOM EXTRUDED CHANNELS MAY BE HEATED TO NOT MORE THAN 40O"F FOR A PERIOD NOT TO EXCEED 3D MINUTES TO FACILITATE FORMING OR BENDING TO HORIZONTAL CURVATURE 4 CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH FLAME CUTTING WILL NOT BE PERMITTED 5 WELDING OF ALUMINUM SHALL CONFORM TO STD SPEC SECTION 9-2814(3) 6. AFTER FABRICATION, POSTS SHALL BE HEAT TREATED IN ACCORDANCE WITH SECTION 65 OF THE AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS DATED 2001 AND INTEREMS THROUGH 2002 7 ALL ALUMINUM PARTS SHALL BE GIVEN A CLEAR ANODIC COATING OF AT LEAST 0 0006 INCHES THICK AND SEALED TO MEET THE REQUIREMENTS OF ASTM B 580 WITH A UNIFORM FINISH 8 PIPE RAILING, PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE ADEQUATlELY WRAPPED TO INSURE SURFACE PROTECTION DURING HANDLING AND TRANSPORTATION TO THE JOB SITE 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE BRIDGE RAILING TYPE BP 1 OF 2 T41 CA~ J I OF 1 ~C6 . { . ~~ m 9- o ~ t N ~ o 0- m ~ ~ :::J i:! ... " o ~ ;:! I -:i 5 . ~ I o ~ ~ ;ll j " ,g i" '" b 15 1 ~ . ~ " r ~ '" N n i: ;; NO DATE i ANCHOR BOLTS OR I RESIN BONDED ANCHORS 3 4" THIS COVER PLATE SECTION SHALL BE SNAPPED INTO POSITION AFTER 2"~ STD PIPE HAS BEEN WELDED TO BOTTOM EXTRUDED CHANNEL BALUSTER 2" SEE DETAIL I I ~= 1/8" ALUM ~ WELDED TO END OF CHANNEL (WELD BEFORE ANODIZING) 1/32" RADIUS AT TOP & SIDES 1/8" ALUM Ii' FULL WIDTH OF EXTRUDED CHANNEL --' -< PART ::;; ::;; PIPES => z: ::i EXTRUDED :3 CHANNELS & <( COVER PLATES ANCHOR BOLTS, NUTS & WASHERS --' <oJ PLATES <oJ >-- U1 DRIVE PINS REVISION END DETAIL COVER PLATE SHALL BE SNAPPED INTO POSITION AFTER BOTTOM EXTRUOED CHANNEL HAS BEEN BOLTED I NTO PLACE POLYURETHANE OR SILICONE SEALANT (COLOR TO MATCH ALUMINUM RAILING) PIPE DETAIL D DRAIN HOLES NOT SHOWN PIPE t.lATERIAL SPECifiCATION COVER PLATE SHALL BE SNAPPED INTO POSITION AFTER BOTTOM EXTRUDED CHANNEL HAS BEEN BOLTED INTO PLACE ASTM B221- 6005- T5 SCHEDULE 40 (STD PIPE) ANSI H35 2, Table 16 7 TOP OF CONC TRAFFIC BARRIER ASTM B221- 6005- T5 c AASHTO M164 (GALVANIZE IN ACCORDANCE WITH MSHTO SPECIFICATION M232) AASHTO M 183 SECTION @ T4 ASTM A-276 TYPE 300 STAINLESS STEEL DESIGNED K WIWAMS ORA WN J SANFORD CHECKED M WOO H SCALE AS NOTED Lacey, WA . Secttle, WA . Solem. OR DATE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE ~ Ex.n.ch Consulllng, Inc. ~- ~ ".......... -...... 2590 Willomelle Dr NE Lacey, WA 98516 Phone. 360 357 8289 Fo>: 360.357.8225 exeltech BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED EXPIRC!I 11-08-07 . It 3/8"~ DRIVE PINS 2"~ STD PIPE RAILING SPLICE DRILL 3/8"~ HOLE FOR 3/8" DRIVE PIN AT LOCATION SHOWN 2 1 /2"~ STD PIPE RAILING 2 1 /2"~ STD PIPE RAILING 2"~ STD PIPE RAILING SPLICE DRILL 3/8"~ HOLE FOR 3/8" DRIVE PIN AT LOCATION SHOWN . It 3/8"~ DRIVE PINS 3/8" MIN 9/16" MAX 3/16' MIN 3/8" MAX 3/ 4"~ STD PIPE BALUSTER ALUM ~ 3/16 x 1 x 0 -1 3/8 (2 REQ'D PER PIPE RAILING SPLICE) 3/4"~ STD PIPE BALUSTER RAILING & BALUSTER "" DETAIL OPTION # 1 B B DETAIL OPTION #2 · LOCATE ON OPPOSITE SIDE OF TRAFFIC DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING . LOCATE ON OPPOSITE SIDE OF TRAFFIC ORIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING t BASE & BALUSTER 3 1/4' ~'I' I I TOP OF TRAFFIC BARRIER 1 /2"~ HOLE AT INTERIOR SECTIONS OR 1 /2" x 7/8" SLOTTED HOLE (FOR LONGITUDINAL ADJUSTMENT) AT END SECTIONS AND AT SECTIONS IMMEDIATELY ADJACENT TO EXPANSION JOINTS It RESIN BONDED ANCHORS FILL W/ 1" 0 D WASHERS ]LE:j I-- AS NECESSARY TO (TYP ) II ADJUST TOP OF RAIL TRIM TIPS TO A SMOOTH PROFILE AT WASHERS AND PLUMB RAILING DRILL 1 1/4"~ HOLE THROUGH I COVER PLATE AT EA BALUSTER COVER PLATE 1/32" RADIUS (TYP) BOTTOM 3/16" EXTRUDED ~ CHANNEL '..t- ,.., -00 00 6" EMBEDMENT FOR ANCHOR BOLTS (FOR RESIN BONDED ANCHORS USE MFG'S RECOM'D'N) P'I I I I I :~I :1 _L_L____~~_ 3/8"~ RESIN BONDED ANCHORS W/STD JlClJ-h -- -,-1-+,J NUT & 3/8" STD WASHER OR 3/8"~ x 7 1/2" POLYURETHANE OR SILICONE SEALANT U--.L.J ANCHOR BOLTS COLOR TO MATCH ALUMINUM RAILING 3/8"~ x 7 1/2" ANCHOR BOLTS W/ STD NUT & 1" 0 D TACK WELD 3 SIDES EA HEAD ' WASHER, THREADED 10 N C 1 1/8' LONG (ALTERNATE TO STEEL ~ 1/8 x 2 x 0' -3 3/8"~ RESIN BONDED ANCHORS) DETAIL ~ ANCHOR BOLTS S~.ALL BE ~ POSITIONED IN A JIG DURING WELDING ~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE BRIDGE RAILING TYPE BP 2 OF 2 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES T42 :-1 0 OF 10'b 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 . . . S = Bar is included in S = Bar is included in BENDING DIAGRAMS substructure quantities. ~ ~ E = Bar is to be epoxy coaled. substructure quantities. ~ E = Bar is to be epoxy cooled. L = Lump sum quantity. ~ L = Lump sum quantity. ~ T = Transverse V = Bar amensions vary between dimensions T = Transverse r- V = Bar dimensions vary between dimensions or S = Seismic r- ' shown on this fine and the following line. ar S = Seismic shown on this line and the following line. U ~ -0-r- -f-t-- '" !!;::E fii~Vl :r DIMENSIDNS (OUT TO OUT) 0 ~~ ::E !;c :r DIMENSIONS (OUT TO OUT) I I 0 "'0 0.. li;::> 15 :z ~ ~~ ::>", OVl 15 LENGTH WEIGHT {B :z ~ ~-~ ~ Vl u'" LENGTH WEIGHT Vlli; u.... TYPE 50 {Ejj '" "'0.. ~~~ U W Y Z 01 02 '" in ~ D:: ~5 0.. CD ~~ U W X Y Z 01 02 ~ LOCATION Vl::> 0 0::E 0 X i LOCATION ::E::> 0 ~ :z :z :z ::>Vl '" ....::> VlO :z CD ~ ..... 0.. :z FT I IN FT IIN FT I IN FT I IN FT IIN DEG DEG FT IIN LBS TYPE 51 CD F--' 0.. FT I IN FT I IN FT IIN FT IIN FT IIN DEG DEG FT IIN LBS .... '" PIER 2 COLUMN LT 113 EO STOPER 4 12 50 T S 6 50 6 5 51 L ~ 114 EO STOPER 4 72 T S 1100 2 40 2 40 7 1 264 TYPE 52 5 LT LONGflUDINAL 11 44 89 S 71 10 6 5.0 77 6 18118 56 "') I .1 I I 6 LT SPIRAL 6 1 67 S 5 90 35 00 0 35 0 80 75 00 2163 5 3249 115 BACKWALL TIES 4 196 58 T S 2 10 2 9 359 L U U 7 LT SPIRAL 6 1 67 S 5 90 36 00 0 45 0 80 75 00 1730 11 2600 116 TOP OF BACKWALL 4 49 74 T S 1 3.0 2 00 2 00 5 1 166 TYPE 53 J tt --tl+- --P+- --ft- PIER 2 COLUMN RT 117 STEMWALL BLOCKOUT 4 16 50 T S 3 70 3 7 38 TYPE 54 5 RT LONGflUDINAL 11 44 89 S 78 10 6 50 84 6 19755 113 EO STOPER 4 6 50 T S 2 4.0 2 4 9 J ~I~ ~IE 6 RT SPIRAL 6 1 67 S 5 90 35 00 0 35 0 80 75 00 2163 5 3249 PIER 6 (ABUTMENT 6) r ~ 7 RT SPIRAL 6 1 67 S 5 90 43 00 0 45 0 80 75 00 2067 5 3105 100 BOT OF FOOTING 8 76 50 S 13 60 13 6 2739 PIER 3 COLUMN 101 BOT OF FOOTING 6 14 50 S 50 30 50 3 1057 r TYPE 56 ) 55 COLUMN LT & RT 11 88 89 S 96 80 6 50 103 1 48198 102 TOP OF FOOTING 6 51 50 S 13 60 13 6 1034 L TYPE 57 ~35' W U 56 COLUMN SPIRAL 6 2 67 S 5 90 44 00 0 35 0 80 75 00 2719 9 8169 103 TOP OF FOOTING 6 9 50 T S 50 30 50 3 679 IT 57 COLUMN SPIRAL 6 2 67 S 5 90 52 80 0 45 0 80 75 00 2532 3 7606 104 STEM WALL 6 49 54 T S 8 50 9 3 682 TYPE 58 -t+ PIER 4 COLUMN 105 STEM WALL 7 49 54 T S 8 50 9 5 942 r TYPE 59 ..J 55 COLUMN LT & RT 11 88 89 S 100 70 6 50 107 0 50030 106 BACKWALL 7 49 50 T S 10 10 10 1 1010 I I ITNWffl 56 COLUMN SPIRAL 6 2 67 S 5 90 44 00 0 35 0 8.0 75 00 2719 9 8169 107 BACKWALL 5 49 50 T S 11 10 11 1 566 U 57 COLUMN SPIRAL 6 2 67 S 5 90 56 70 0 4.5 0 80 75 00 2720 6 8172 108 STEM WALL 6 7 50 T S 48 50 48 5 509 PIER 5 COLUMN LT 109 STEM WALL 6 7 50 T S 48 50 48 5 509 IADD~tl~~ I 5 LT LONGflUDINAL 11 44 89 S 92 10 6 50 98 6 23028 110 STEM WALL & BACKWALL 5 21 50 T S 48 5.0 48 5 1060 ~ 6 LT SPIRAL 6 1 67 S 5 90 35 00 0 35 0 80 75 00 2163 5 3249 111 STEM TIES 6 49 58 T S 5 40 6 10 502 7 LT SPIRAL 6 1 67 S 5 9.0 57 00 0 45 0 80 75 00 2740 7 4116 112 STEM WALL TIES 4 144 57 T S 5 4.0 5 8 549 ~w- Z FEET OF SPIRAL LENGTH TO ACCOUNT FOR SPUCES PIER 5 COLUMN RT 113 EO STOPER 4 12 50 T S 6 50 6 5 51 TYPE 67 5 RT LONGflUDINAL 11 44 89 S 89 10 6 50 95 6 22326 114 EO STOPER 4 56 72 T S 1100 2 4.0 2 40 7 1 264 TYPE .M.. ~I x 6 RT SPIRAL 6 1 67 S 5 9.0 35 00 0 35 0 80 75 00 2163 5 3249 115 BACKWALL TIES 4 196 58 T S 2 10 2 9 359 ~ l1nr 7 RT SPIRAL 6 1 67 S 5 90 54 0.0 0 4.5 0 8.0 75 0.0 2596 4 3899 116 TOP OF BACKWALL 4 49 74 T S 1 30 2 00 2 00 5 1 166 Y PIER 2 & 5 CROSSBEAM 117 STEMWALL BLOCKOUT 4 16 50 T S 3 70 3 7 38 20 CROSSBEAM BOT 11 20 50 S 44 20 44 2 4693 113 EO STDPER 4 6 50 T S 2 40 2 4 9 21 CROSSBEAM TOP 11 20 56 S 45 20 48 6 5151 PIER 1 & 6 WINGWALLS U 22 STRRUPS 6 228 72 T S 4 60 6 20 6 20 17 10 6096 160 HORIZONTAL 6 16 50 T S 9100 9 10 236 I;] 23 SIDE BARS 6 20 50 T 45 00 45 0 1352 161 HORIZONTAL 5 10 50 T S 9100 9 10 103 24 CROSS BEAM TOP TIE 6 150 58 T 6 90 8 3 1856 162 VERTICAL 5 16 50 T S V 2 4 8.0 4 8 {W3 ~ -GLGt 25 DIAPHRAGM 6 130 73 T S 3 80 13 60 13 60 31 8 6177 3 50 3 5 67 26 DIAPHRAGM 6 28 50 T 46 60 46 6 1955 163 VERTICAL 4 16 50 T S V 2 4 80 4 8 rBj' 27 DIAPHRAGM TIE 4 120 58 T 6 9.0 7 5 594 3 50 3 5 43 28 DIAPHRAGM TOP 8 24 50 T 48 0.0 48 0 3076 164 TOP OF W1NGWALL 8 4 80 T S 7 60 3 6.0 3 00 168 10 12 117 I~I ~ 29 CROSSBEAM TIES 0 COL 6 64 74 T S 6 20 2 60 2 60 10 10 1043 165 TOP OF W1NGWALL 4 16 74 T S 1 30 1 0.0 1 0.0 3 1 33 ~ TYPE 73 x 30 END OF CROSSBEAM TIE 6 28 56 T S 14 00 15 8 660 166 HORIZONTAL 6 2 50 T S 6 60 6 6 20 31 END OF CROSSBEAM TEMP STEEL 4 56 56 T S 6 8.0 7 3 271 167 HORIZONTAL 5 2 50 T S 6 6.0 6 6 14 [Y] I I 32 DIAPHRAGM TORSIONAL STEEL 8 176 58 T S 13 6.0 15 6 7273 18'-0' CURTAIN WALLS (3 EA.) U 33 DIAPHRAGM SIDE BAR 6 6D 50 T 9 5.0 9 5 849 131 BOT OF WALL 8 6 50 T S 20 00 20 0 320 ~ ;I~I x u 34 BOT OF DIA. TIES 4 88 58 T 3100 4 6 264 132 TOP OF WALL 8 6 54 T S 22 00 23 2 370 I I PIER 3 & 4 CROSSBEAM 133 LOWER HORIZONTAL 6 15 54 T S 20 00 20 10 470 #I, m~1 70 CROSSBEAM BOT 11 20 50 S 44 20 44 2 4693 134 UPPER WALL 6 33 54 T S V 3 19 00 19 10 71 CROSSBEAM TOP 11 2D 56 S 45 20 48 6 5151 4 0.0 4 10 612 I~I 72 STRRUPS 6 228 72 T S 4 60 6 20 6 20 17 10 6096 135 LOWER HORIZONTAL 4 9 54 T S 18 00 18 4 110 73 SIDE BARS 6 20 50 T 45 00 45 0 1352 136 UPPER HORIZONTAL 4 24 54 T S V 3 18 00 18 4 74 CROSS BEAM TOP TIE 6 150 58 T 6 9.0 8 3 1856 4 00 4 4 181 {WJ ill u I 75 DIAPHRAGM 6 130 73 T S 3 80 13 60 13 60 31 8 6177 137 VERTICAL NS 5 30 50 T S V 3 7 00 7 0 ~ A? 76 DIAPHRAGM 6 28 50 T 46 60 46 6 1955 2 9.0 2 9 153 77 DIAPHRAGM TIE 4 120 58 T 6 90 7 5 594 138 VERTICAL FS 4 30 50 T S V 3 7 00 '1 0 .ItELaL -\: 78 DIAPHRAGM TOP 8 24 50 T 48 0.0 48 0 3076 2 90 2 9 98 TYP~ 3~'--y1 79 CROSSBEAM TIES 0 COL 6 64 74 T S 6 20 2 60 2 60 10 10 1043 139 VERTICAL NS 6 24 50 T S V 3 14 60 14 6 80 END OF CROSSBEAM TIE 6 28 56 T S 14 00 15 8 660 10 60 10 6 451 ~ 81 END OF CROSSBEAM TEMP STEEL 4 56 56 T S 6 80 7 3 271 140 VERTICAL FS 4 24 50 T S V 3 14 60 14 6 { ~ ~35' 82 DIAPHRAGM TORSIONAL STEEL 8 176 58 T S 13 60 15 6 7273 10 60 10 6 200 ~"~ 83 DIAPHRAGM SIDE BAR 6 60 50 T 9 50 9 5 849 151 TOP OF WALL 4 54 74 T S 0100 1 00 1 00 2 8 96 84 BOT OF DIA. TIES 4 88 58 T 3100 4 6 264 12'-0' CURTAIN WALL (1 EA) PIER 1 (ABUTMENT 1) 141 BOT OF WALL 8 2 50 T S 14 00 14 0 75 I TYP~ B9 I I u I 100 BOT OF FOOTING 8 76 50 S 13 60 13 6 2739 142 TOP OF WALL 8 2 54 T S 15 00 16 2 86 TYPE 83 101 BOT OF FOOTING 6 14 50 S 50 30 50 3 1057 143 LOWER HORIZONTAL 6 6 54 T S 14 0.0 14 10 134 102 TOP OF FOOTING 6 51 50 S 13 60 13 6 1034 144 UPPER WALL 6 8 54 T S V 1 12 00 12 10 I 103 TOP OF FOOTING 6 9 50 T S 50 30 50 3 679 3 60 4 4 103 NOTE: 104 STEM WALL 6 49 54 T S 8 50 9 3 682 145 LOWER HORIZONTAL 4 3 54 T S 14 00 14 4 29 1 ALL REINFORCING BARS ON THIS SHEET SHALL BE MSHTO 105 STEM WALL 7 49 54 T S 8 50 9 5 942 146 UPPER HORIZONTAL 4 7 54 T S V 1 11 00 11 4 1.1-31 UNLESS SHOWN OTHERWISE. 106 BACKWALL 7 49 50 T S 10 10 10 1 1010 3 60 3 10 35 107 BACKWALL 5 49 50 T S 11 10 11 1 566 147 VERTICAL NS 5 4 50 T S V 1 5 00 5 0 2 REINFORCING FOR PEDESTRIAN BARRIERS BASE BID NOT SHOWN IN THE BAR LIST. SEE PEDESTRIAN BARRIER SHEET 108 STEM WALL 6 7 50 T S 48 50 48 5 509 3 60 3 6 18 109 STEM WALL 6 7 50 T S 48 50 48 5 509 148 VERTICAL FS 4 4 50 T S V 1 5 0.0 5 0 3 REINFORCING FOR SHAFTS NOT SHOWN IN THE BAR LIST 110 STEM WALL & BACKWALL 5 21 50 T S 48 50 48 5 1060 3 6.0 3 6 11 SEE COLUMN AND SHAFT SHEETS 111 STEM TIES 6 49 58 T S 5 40 6 10 502 149 VERTICAL NS 6 8 50 T S V 1 13 60 13 6 4 NUMBER AND LENGTH OF BARS TO BE DETERMINED BY 112 STEM WALL TIES 4 144 57 T S 5 40 5 8 549 10 00 10 0 141 THE CONTRACTOR FROM PLANS DESIGNED It WOO DATE 01/2007 8TH STREET BRIDGE REPLACEMENTS T43 DRAWN S. GRAfF OATE 01/2007 -0./ Exeltech Consulting, Inc. ~ PUBLIC WORKS DEPARTMENT CHECKED R. SMITH DATE' 01/2007 ~ ............... CITY OF PORT ANGELES :' , 2590 Willometle Dr NE TUMWATER CREEK BRIDGE I ; H SCALE V SCALE I t h Lacey. WI. 98516 e X e e c 321 EAST 5TH STREET POBOX 1150 OF Phone 360.357.8289 FILE PROJ NAME PORT ANGELES. WA 98362 PHONE (206) 457-0411 BAR LIST 1 OF 2 ALL DIMENSIONS ARE IN FEET Locey, WI. Seattle, WI.. Salem, OR Fax. 360357.8225 :r;-c:. NO DATE REV! SION BY APPEND UNLESS OTHERWISE NOTED ' ...' e 'll ii ! ... " <:> I <; I ~ ~ k " .... ~ ~ I ~ - e .g> di ~ ~ E ~ - = .g> ! !l. S; k ! 5. ~ I ! 2 A ~ .g> di ;; ~ en s .., { ~ "" ~ .., 1:1 ~ a ~ ..: . . . BENDING DIAGRAMS S = Bar is included in S = Bar is included in substructure qUOntilies.~ E = Bar is to be epoxy cooIsd. substructure quontities. E = Bar is to be epoxy coated. L = Lump sum quantity. L = Lump sum quantity. ~ u I f-t-- f-t-- -ft- T = Transverse r- V = Bar dimensions vary between dimensions T = Transverse r- Y = Bar dimensions vary between dimensions f-- or S = Seismic \ II II J ~ shown on this line and the following line. or S = Seismic -. \ ~ J ~ shown on this line and the following line. TYPE 50 ~E {~ ~ ~ ::E !:;;: :I: DllAENSIONS (OUT TO OUT) 0 w 0< ::E !:;;: :I: DllAENSIONS (OUT TO OUT) 0 ~ ~~ ~"'o (/) '-' :z ~ ~~ ~ i7i ii"ll;i 8~ ~ .J :z "'li;'-' !;! L5 LENGTH WEIGHT LENGTH WEIGHT TYPE 51 "" Ul ~ a=:: :5~ ~~~ ~o U W X Y Z 01 02 "" Vi ~ a:: ~ ~ "- <Xl ~~ U W X Y Z 01 02 ~ LOCATION ~ LOCATION ::E~ L .J :z :z w w 3'" ~ 0 TYPE 52 <Xl~ 3 "- :z FT I IN FT I IN FT IIN FT I IN FT I IN DEG DEG FT I IN LBS <Xl <= :z FT I IN FT IIN FT IIN FT IIN FT IIN DEG DEG FT I IN LBS w J I I I I 150 VERTICAl FS 4 8 50 T S V 1 13 6 13 6 VIEWPOINT SLAB L U U 10 0 10 0 63 245 VIEWPOINT 4 32 74 E V 4 6 3 0 5.5 0 45 6 10 TYPE 53 J -H--~ --P+- ft- 151 TOP OF WAlL 4 13 74 T S 0 10 1 0 1 0 2 B 23 8105 0 55 0 45 9 6 175 TYPE 54 ABUTlAENT DIAPHRAGlA 246A VIEWPOINT 4 6 89 E V 2 50 0 2 0 52 0 J ~Iru ~I]] 260 BOT OF DIAPH 7 12 50 T 6 D 6 0 147 30 0 2 0 30 0 164 r TYPE 55 261 BOT OF DIAPH 7 16 50 T 9 5 9 5 308 240 VIEWPOINT 5 92 56 E 0 11 2 4 223 262 SIDE BARS 4 80 50 T 9 5 9 5 503 241 VIEWPOINT 5 92 54 E V 4 10 0 10 8 r TYPE 56 1 263 BEYOND TOP OF DIAPH 6 6 50 1 E 4B D 4B 0 433 13105 14 7 1213 L TYPE 57 Q35' ~ U 264 UTIUTY BLOCK OUT 4 32 50 1 3 8 3 8 7B 242 VIEWPOINT 5 10 50 E V 2 30 0 30 0 -4t-lT 265 STIRRUPS 4 80 74 T 0 9 7 10 7 10 16 3 B6B 1 0 1 0 162 TYPE 58 266 VERTICAl REBARS NEAR GIRDER 4 64 50 1 5 0 5 0 214 243 VIEWPOINT 5 24 89 E V 2 50 0 2 0 52 0 r TYPE 59 .J INTERlAEDIATE DIAPHRAGM 1 0 2 0 1 0 663 I I O-N#ffl 270 BOl OF DIAPH 7 90 50 T 6 0 6 0 1104 242 VIEWPOINT 5 14 50 E 30 0 30 0 438 U 272 SIDE REBARS 4 480 50 T 9 5 9 5 3019 VIEWPOINT BRACKET 273 BEYOND TOP OF OIAPH 6 30 50 1 E 41 0 41 0 1847 274 VERTICAl TIES 4 8 50 T 4 6.0 4 6 24 274 VERTICAl TIES 4 480 50 1 4 6 4 6 1443 276 STIRRUPS 5 18 74 T V 2 0 50 6 00 6 00 12 2 ~l w I 275 STIRRUPS 4 600 74 1 0 5 6 0 6 0 12 3 4907 0 50 3 00 3 00 6 2 173 ~ -~ ADD Y F EVERY 271 BOT OF DIAPH 7 120 50 T 9 5 9 5 2310 2n SIDE REIBARS 5 16 50 T V 4 5 7.0 5 7 Z FEET Of SPIRAl LENGnl PEDESTRIAN STRUCTURAl SLAB 3 00 3 0 72 " TO ACCOUNT FOR SPUCES 300 GRADE BEAM STIRRUPS 4 56 83 T E 2 10 1 9 9 8 361 278 DIAGONAl 7 4 BO 1 5 00 1 6.0 1 60 0 40 0 40 135 135 7 11 65 TYPE 66 TYPE 67 301 BOT OF SLAB 4 56 50 1 V 4 7 1 7 1 279 TOP OF BRACKET 10 2 80 51 8.0 1100 1100 0 60 0 60 900 900 66 7 573 ~ 111w114 7 4 7 4 270 1"--/ 302 TOP OF SLAB 5 56 69 T E 7 0 0 11 1 0 B 9 511 303 GRADE BEAM &: BOl OF SLAB 4 32 50 T V 4 13 1 13 1 U . 11 3 11 3 260 U 304 TOP OF SLAB 4 32 50 T V 4 13 t 13 1 {I] {W3 11 3 11 3 260 305 OOWEL FOR BARRIER 5 64 74 T E 0 7 2 6 2 6 5 4 358 ~ -~ TYPiCAl DECK 201 DECK 5 1058 52 E 4B 6 49 8 54780 ~' 202 DECK 5 2176 51 E 7 6 8 1 18322 200 DECK 5 1410 89 E 48 6 2 0 50 6 74259 ~ ~ ~ TYPE 73 x 203 DECK 4 160 89 E 115 0 2 0 119 0 12718 208 DECK 6 80 89 E 90 D 2 3 92 3 11084 [rY~ I I 209 DECK 6 12 50 E 60 0 60 0 1081 ~ ~I~I] U 210 DECK 4 80 89 E 58 0 2 0 60 0 3206 I U I 213 DECK 6 138 50 E 60 0 60 0 12435 214 DECK 6 80 89 E 85 0 2 3 87 3 10483 p;, ~~7 215 DECK 4 58 89 E 72 D 2 0 74 0 2867 219 DECK 6 12 50 E 50 0 50 0 901 I~I 204 DECK 4 116 89 E 109 5.5 2 0 113 6 8791 t .m.LN... -\: 205 DECK 6 10 89 E 751 0 2 3 n8 0 11684 I) U I 206 DECK 6 58 89 E 90 D 2 3 92 3 8036 {WJ 207 DECK 6 64 50 E 60 0 60 0 5767 ~~ ~~? 217 DECK 6 64 50 E 50 0 50 0 4806 212 DECK 6 64 89 E 80 D 2 3 82 3 7906 216 DECK 6 58 89 E 80 0 2 3 82 3 7165 211 DECK 4 16 89 E 68 0 2 0 70 0 748 135'y 200A DECK 5 100 89 E V 2 48 6 2 0 50 6 ~ 61 6 2 0 63 6 5945 { ~ ~35' 2011. DECK 5 76 51 E V 2 20 3 20 10 ----D '. ~ 26 9 27 4 1908 2011. DECK 5 76 51 E V 2 30 3 30 10 36 9 37 4 2701 I TYP~ 89 I I U I 220 DECK 6 12 89 E 70 0 2 3 72 3 1302 TYPE 83 221 DECK 6 80 89 E 100 0 2 3 102 3 12285 ~ 222 DECK 6 64 89 E 70 0 2 3 72 3 6945 NOTE: 223 DECK 6 58 89 E 90 0 2 3 92 3 8036 - 218 DECK 6 80 89 E 75 0 2 3 77 3 9281 i1 ALL REINFORCING BARS ON THIS SHEET SHALL BE MSHTO SIDEWALK 1.4-31 UNLESS SHOWN OTHERWISE 246 SIDEWALK 4 10 89 E 754 5 2 0 790 5 5279 2 REINFORCING FOR PEDESTRIAN BARRIERS BASE BID NOT SHOWN IN THE BAR UST, 244 SIDEWALK 4 941 74 E 6 3 0 52 o 45 6 10 4305 SEE PEDESTRIAN BARRIER SHEET 3 REINFORCING FOR SHAFTS NOT SHOWN IN THE BAR UST SEE COLUMN AND SHAFT SHEETS 4 NUMBER AND LENGTH OF BARS TO BE DETERMINED BY THE CONTRACTOR FROM PLANS OESIGNED II. WOO OA TE. 01/2007 8TH STREET BRIDGE REPLACEMENTS T44 DRAWN. S. GRAFF DATE 01/2007 -0./ ~ Exelleth Consulting, Int PUBLIC WORKS DEPARTMENT CHECKED. R. SIoIITH DATE 01/2007 ~ ............... CITY OF PORT ANGELES ., , 2590 Wlllomette Or. HE I TUMWATER CREEK BRIDGE H SCALE V SCALE I tee h Latey, WI. 98516 321 EAST 5TH STREET PO BOX 1150 'l~ e X e Phone: 360357.8289 OF FILE PROJ NAME Fax. 3603578225 PORT ANGELES. WA 98362 PHONE (206) 457-0411 I BAR LIST 2 OF 2 1.-" ~ Lacey. WA Sea"IG. WA Salem. OR ALL DIMENSIONS ARE IN FEET 17' -t NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED or '" .!! 11 E ~ '" .., " C) I <; I ~ '" ~ ... '" ~ 'jl ~ - .. ~ &i II j E .:! - .. .. ~ ~ ~ !l. s ~ ~ .9- ~ -Il I <11 ~ ~ :: ~ &i .. ~ it; s ., I ~ "" ~ ., 8 ~ .. . . . It LIGHT STANDARD It LIGHT STANDARD It LIGHT STANDARD It LIGHT STANDARD It LIGHT STANDARD 105'-10" 98'-8' 51'-6" 98 -8" 5 -4 1/2' 5'-4 1/2" \ r-It J-BOX I NOTES: It J-BOX .,., It J-BOX- It J-BO;"I It J-BOX - " - 5'-4 1/2" 5'-4 1/2" CENTER LIGHTING SYSTEM JUNCTION BOXES - WITHIN WIDTH OF FRACTURED FIN FINISH + '" .-E. VIEWPOINT PANEL ~ 2 PANELT @ :J- 21 PANELS @ 9'-8" 1 AREA ADJACENT TO LIGHT STANDARD BASE PEDESTRIAN BARRIER t5 8'-2' 10 PANELS @ 9'-8" 10 PANELS @ 9'-8" 10 PANELS @ 9'-8" I W / STRUCTURAL SLAB Cf) I n LOCATE TRAFFIC SYSTEM JUNCTION BOXES ~p Brr~D ~ II I VIEW POINT IN 1 -4" WIDE AREA OF SMOOTH FINISH OF PVMT SEAT) BETWEEN FRACTURED FIN FINISH AREAS ----- 1'-0" 1'-0" -Ll II STA 14+42 00, 30 LT ~ Y (TYP) (TYP) :r, ~ I - !iQ; r----, / 25' 0" 25'-0" I "9 I~ / I ~ 10 12+00 '" 13+00 14+00 L -LINE 15+00 0> I - --' I I I 1+ :'? ~ .,., BACK OF PVMT SEAT / '? I~ / .... (8TH STREET) I~ STA 12+1100 ~ '" - ,p '< !...------' / I'" ~ lOW ""'" PYl~ (m>) "-L ALT A PEDESTRIAN BARRIER --===- -=- I I W /BRIDGE RAILING TYPE BP ~ VIEW POINT OR ALT B PEDESTRIAN BARRIER STA 14+4200, 30 RT W/ALT B BRIDGE RAILING I 1 I (ALTERNATIVE B ONLY) It J-BOX It J-BOX I I TRAFFICE SYSTEM 117'-3" I 159'-10" I 166'-4" J- BOX SPACING I RIGHT SIDE SHOWN, I LEFT SIDE SAME I I It LIGHT STANDARD It LIGHT STANDARD I It LIGHT STANDARD It LIGHT STANDARD I 98'-8' 98'-8" 98'-8" 105'-10" ALT A & B LIGHT STANDARD AND LIGHTING SYSTEM JUNCTION BOX SPACING I I 5'-4 1/2" 5'-4 1/2' 5'-4 1/2" LEFT SIDE SHOWN, RIGHT SIDE SAME 1 .,., N I co I - It J-BOX -It J-BOX -It J-BOX <<> + ~ t5 1 Cf) 1 10 PANELS @ 9'-8" II 10 PANELS @ 9'-8" II 10 PANELS @ 9'-8" I 10 PANELS @ 9'-8" 8'-2" ~I ~ 5~) ~ ';;1 k tlt:iO\ol1) tlt>-C~ 001' 1'\J",1 50-1) - w ~\ ~I' tI~~ z " t>-\-1 t>- tlt:iO\ol1) ::J " ,1'2 \<1' :I: ,,'-9 :)_'0 "t>-\-1 '0 C ~ 6-,0 ,/'2 '" 116+00 r It ROADWAY 17+00 L-LlNE 18+00 ..... 19+00 , I I I I I (8TH STREET) .... "'--- ,BACK OF PVMT SEAT STA 19+69 00 ~ I ::;; I L "-0" ,,...< I 1 It J-BOX It J-BOX LIGHT STANDARD BASE (TYP) I I 178'-0" r 136'-7" TRAFFICE SYSTEM J-BOX SPACING I PLAN RIGHT SIDE SHOWN, LEFT SIDE SAME DESIGNED K WILLIAMS DATE 10/2006 ~ 8TH STREET BRIDGE REPLACEMENTS T45 DRAWN J SANFORD DATE 10/2006 'Irr ..&. ~ Exellech Consulting, Inc. PUBLIC WORKS DEPARTMENT CHECKED M WOO DA TE 12/2006 I ~ ~ ~.t' ~ /"~. -.. CITY OF PORT ANGELES qJ -" 2590 W1l1omette Dr NE TUMWATER CREEK BRIDGE H SCALE AS NOTED V SCALE NONE exeltech Locey, WA 98516 321 EAST 5TH STREET POBOX 1150 ~'1 '"""'>lL Phone. 360 357.8289 ALT. A & B OF FILE 0328B01 dwg PROJ NAME I , lac". WA . Seattte, W.l Salem. OR Fox. 360.357.8225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 t;9.J ALL DIMENSIONS ARE IN FEET ~~~ PEDESTRIAN BARRIER LAYOUT I .......... NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED BXPIRiS 11-03-07 C> " '" ~ ..!1 5 " E 8 '" " C> I C5 I ~ ~ " ... '" Ii? :5 ei II: 0: <1i <: "< [:g tl ~ '" "< ... ... '" '" ;:!: - ~ I ~ I ~ ~ " o . o .g ~ ;!1 - ~ '" ~ ~ '6 o Ii: 2' !1 . 1l' t '" . . , "' '" ., ~ . " go "< , o Cl '" ~ 50 ..., C> C> ~ Cl . . . ~ 1!: 1 ~~ m ~ o N o t N ~ o ~ ~ '" w 0" ~ j1 ~ ~ "' ':; ::\ 1 'i e u . j ~ o ~ ~ ,. ~ . e i r;: -0; 5 1 e "' ~ ~ ~ -. I ~ ~ N n i ;; NO DATE 41lill~4 &!lm#4 lRiJ~4 TOP & [J&] #4 BOTTOM 1/2" PREMOLDED JOINT FILLER ;;IGHT STANDARD BASE CONDUIT EXPANSION FITTINGS (2) 1'-6" 16'-9" r2-~"~4~ONDUIT PIPES JUNCTION BOX & PULL BOX (1YP) 8" x8"X l' -4" NEMA 4X STAINLESS STEEL WITH BOLT-ON LID - SEE SHEET T39 FOR LOCATIONS ALT A & BLIGHT STANDARD ~ FOR DETAILS SEE SHEET T51 3/4"0 x 2'-8" ANCHOR BOLTS (4 TOTAL) EDGE OF SLAB TOP OF SIDEWALK , j (, c:======-=::::::::: C) 8" 8'-4" FRACTURED FIN FINISH 1'-4" VIEW ~~ 3" PLAN 6'-6" 1'-1" I 325~4 3" _''''I ------------------~==T -9 -.... SEE SHEET T42 FOR / BRIDGE RAILING 1YPE BP ANCHORAGE DETAILS TOP OF ROADWAY BOTTOM OF BARRIER -.... :::- OPTIONAL CONSTR '" WITH ROUGHENED -,.;, SURFACE _ CONSTR JOINT WITH ROUGHENED SURFACE ------------- ------------~------ ,~~ TOP OF SIDEWALK FINISH GRADE OVER CONDUIT PIPES ~-<o:z: , - -_:::E <<,<<y""y-<<:~ 3'-0" CONDUIT DEFLECTION FITTING [gQJ \ij4 2'-0" cmJ #4 OUTSIDE ELEVATION END OF BARRIER C) SECTION REVISION DESIGNED K WIlLIAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED M WOO DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTEO la~. WI. . SeatH.. WI. . Salern. OR __e-- ~ Exeltech Consulhn9. Inc. PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES ~- ~ --t::::;~ ---- 2590 W.llomeHe Or NE Lacey, WA 98516 Phone: 360 357 8289 Fax' 360 357 8225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE: (206) 457-0411 BY APPEND ~ -.... VIEW (;) 1 1/2":1:1/8" " .r~/tDEEP :::- IRREGULAR FRACTURE ,~ ^ , I FRACTURED FIN FINISH -", '- +1 3" x3" CHAMFER FRACTURED FIN FINISH (RECESSED) TOP OF SIDEWALK 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE ALT. A :PEDESTRIAN BARRIER DETAILS 1 OF 2 T46 qL{ I OF ! ~ CO . . 3/4"0 x t-8" ANCHOR BOLTS (4 TOTAL)~ ~-- ~ II Y II II :! II II '.-~') 3 1/2" JUNCTION BOX & PULL BOX 8"x8"x1'-6" NEMA 4X STAINLESS STEEL WITH BOLT-ON LID \ STAINLESS STEEL MOUNTING TAB TYP 1 1/2" x 1 1/2" x 1 1/2"x 12 GAUGE ~ 1 "0 CONDUIT PIPE \ r TOP OF PED BARRIER \ _\ ~ t LIGHT STANDARD 9" I 9" ~ 31/2" JUNCTION BOX & PULL BOX 8"x8"x1'-4" NEMA 4X STAINLESS STEEL WITH BOLT -ON LID / cmJ #4 =9 -- STAINLESS STEEL MOUNTING TAB TYP t J-BOX 1 1/2"x 1 1/2"x 1 1/2" X 12 GAUGE ! I / sr.'lESS STEEl C<MR SC<EW (m') I / ~ TOP OF PED BARRIER J i -1 r/ I ~2"0 CONDUIT PIPES , 'Tk' '-: -_ ~~ , " , - -"<, ,4 1/ TOP OF SIDEWALK -- -- ---2 ~{7 ^ '-- 8" R" 1 1 /2" CLR [TI[] #4 ~ \';::"- 1 < ~W \T' TOPOFSIDEWALK_____~/~~ ' , IOl ,I-~~" ==X 1\ ',,';------ ~--------~\-^~t-------------- LL'STAINLESS STEEL COVER SCREW TYP BUNDLE VERTICAL BARS ADJACENT TO EACH END OF JUNCTION BOX "- ~ '0 13381#4 \ \ k- ~ 1 Ii 8 m ,-: ~ NOTE SECURE CONDUIT AND BOXES TO REBAR TO PREVENT MOVEMENT @.~ <'" B; [I ,..., < r,2"0 CONDUIT _ / PIPE --::/ II // ----- 17'/--- ----- r: 1 V, /2" CLR -I: ----- ~Qm #5.13291 #5 ~ #5 LmJ #5 -J WHERE CONDUIT IN A STRUCTlJRE IS ROUTED ACROSS A JOINT, WRAP STEEL CONDUIT PIPE FOR 1'-0" ON EACH 3'-0" LONG EXPANDED POLYSTYRENE SIDE OF JOINT PIPE WRAP TAPE SHALIL BE 2" WIDE SLEEVE AROUND CONDUIT DUCT TAPE AND INSTAlLED WITH A MINIMUM OF ,. OVERLAP SEAMS AND ENDS TO SEAL AND EXPANSION JOINT PREVENT CONCRETE FROM BONDING---r1t- WITH FITIING AND C~DUIT -;."" ,.\ I I ;,:[~~~,H:T EXPANSION =n l1r :::l ~g~D~I~I:t~c~~6~LE '" ': -", " \ ~:~'~ING JUMPER CONDUIT EXPANSION FITTING CONDUIT FITIING - (TYPE AX FOR MOVEMENT OF :t 2") AT BRIDGE EXPANSION JOINTS . ;lj ~ 0; ! " .E <0 N n ~ ~ ;: NO DATE <S ~ N ~ o ~ ffi ~ ~ I -< ~ 1 ! ~ 5 . ~ J 3" MIN, 6" MAX (CONDUIT & TlHREADS CAST OUTSIDE STRUCTURE) CONDUIT DEFLECTION FITTING WITH INTERNAl BONDING JUMPE CONDUIT PIP 'i5 . .g ~ '" 1 i e o ~ G: l 'i ~ ~ DESIGNED K WILLIMIS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED M WOO DA TE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED REVISION BY APPEND 1'-5" MAX "-5" MAX ADJUST SPACING OF VERTICAL REINF ELEVATION 3~S? - ~ w Cl:: u :z ~~?J 8 ..t:~} WHERE CONDUIT IN A STlRUCTURE IS ROUTED ACROSS A JOINT, WRAP STEEL CONDUIT PIPE FOR l' -0" ON EACH SIDE OF JOINT PIPE WRAP TAPE SHALL BE 2' WIDE AND INSTALLED WITIH A MINIMUM OF r OVERLAP -' C5 U1 ~K~ ~~' WAQo!f, :'Y~"I .." ~, ~, ~t ~tl ~ ,e- Exeltech Consull1ng. Inc, ~ PUBLIC WORKS DEPARTMENT CITY or PORT ANGELES ~' /' '............ -.... 2590 Willomette Dr HE Locey. WA 98516 Phone' 360 357 8289 Fax: 360 357 8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 exeltech Locey, WA . SeattJ.. WA . Salem. OR EXPIRES 11-03-0'1 213371 #5~ 8 /' /.' i/ / -------------/ ~l / \ 1 ______ / I 13281 #5 --.J 10 1/2' ~ I:mJ #5 ------'--..J v- m, OF """''''\ FORMED EDGE - It LIGHT STANDARD 9' I 9" ''? '.... 3 1/2" 11" 3 1/2" 1--- t ANCHOR BOLTS I---- 1"0 CONDUIT PIPE ./ I I I ~3351 #4 : I 13361 #5 I I I . I I ^ V I , ,~ ~IGHT STANDARD rl-4-H ~ #4 ::~ i -< U1 );! :z <::> :> ;0 <::> l' - 1" / FOR BP RAILING ANCHORAGE DETAILS SEE SHT T42 SURFACE FINISH rnm~4 @ 1'-6" MAX 3" 10"/ TO BE EQUIV CONTIN W/ t-o" ',...,1 1 / I334l #4 @ 1'-6" & PARALLEL TO MIN SPLICE f-- ~ RDWY SURFACE~ R 1 __ f3TIl #6 CONTINUOUS FRACTURED FIN F1NISH~ f-- I V- W/3'-7" MIN SPLICE W _____ ~ q USE 3/4" EDGER~ [11m #4@1'-6"1\...----Dm#4CONTINUOUS I~ :: ~ ./ W/t-o" MIN SPLICE ~~ , W RDWY SLAB \ _ 001 /FT ~ QTI] #4 @ 1'-6" MAX I \'<<>1 ,,\ , 1/ < ~ · 1 .'>_":._____:__~i ~r ~ ;S:r.:{ wI RO"ONENEO ~ j ~,~ SLAB REINF (TYP) SEE OTHER ~ SHEETS FOR DETAILS [TIQ] #4 @ 1'-6" TVT FORMED BARRIER EDGE 1'-6" '--- t 3/4" CHAMFER OR 1/2" HAlF -ROUND DRIP GROOVE 1"0 CONDUIT PIPE- ~I .- 1336 1#5 (TYP) -.... ~9 3/4"0 ANCHOR BOLTS IJ- (4 TOTAL) ^ 7 1/2" V SECTION C) 3/4" PREMOLDED JOINT FILLER[ SEE STANDARD PLANS r.nNCRIT> ONCRFTF . 3" MIN, 6" MAX (CONDUIT & THREADs - ,,'_. CAST OUTSIDE STRUCTURE) , . ,\" :1";(. '.::~, ~':': " ;l:;~~ I I rf' "if" .."'~. ".... t ~::. ,,:::..'/;: ;~~:.: '- CONDUIT PIPE :;;"1 . ;~ F,.:~;,.: CONDUIT PIPE 1'-0' LONG EXPANDED POLYSTYRENE CONDUIT DEFLECTION FITIING - SLEEVE AROUND CONDUIT WITH INTERNAL BONDING JUMPER CONDUIT DEFLECTION FITTING A CONDUIT DEFLECTION FITTING 8 CONDUIT FITTING - TYPE DX FOR DEFLECTION OF 30" AND CONDUIT FITTING - TYPE DX FOR DEFLECTION OF 30" AND 3/4" MOVEMENT 3/4" MOVEMENT PLACE AT CONDUIT PIPE EXIT FROM STRUCTURE CONDUIT PIPES PLACED TlHROUGH RETAIING WALL TRAFFIC BARRIER SHALL BE FITTED WITH DEFLECTION FITTINGS AT A MAXIMUM SPACING OF 120 FEET THE DEFLECTION FITTINGS SHALL BE PLACED AT THE TRAFFIC BARRIER OPEN JOINT THAT COINCIDES WITIH THE RETAINING WALL STEM EXPANSION JOINT NEAREST TO THE TRANSVERSE CONSTRUCTION JOINT IN THE WALL FOOTING SECTION C) 6' -6" SIDEWALK TYPICAL SECTION PEDESTRIAN BARRIER 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE ALl. A PEDESTRIAN BARRIER DETAILS 2 OF 2 T47 J)l? OF ) ( (... ./,'"Q . . . [J1[][lli] ~4 SEE OUTSIDE ELEVATION END OF BARRIER FOR ADD'L PYLON REINF DETAILS 1/2" PREMOLDED JOINT FILLER j;IGHT STANDARD BASE CONDUIT EXPANSION FITTINGS (2) r2-2"0 CONDUIT PIPES 1'-6' 1 '-4" JUNCTION BOX & PULL BOX (TYP) 8'x8"X 1'-4" NEMA 4X STAINLESS STEEL WITH BOLT-ON LID - SEE SHEET 139 FOR LOCATIONS ~~4 TOP L.._....---'? f343l #4 BOTTOM <'J :!! 0 c 0 ! m 9- 0 N 0 t N u.. 0 "l ~ ~ w ~ ~ ~ '" ~ ;!: ~ <:; ~ 1 ~ ~ ~ ~ ~ '6 ~ 0 ~ -g ~ ~ ii .!5 i' u: -6 1S 'i ~ ~ ~ '" -. I ~ '" N ..., ~ ~ NO DATE ---- ~ 3" 1'-6" 6" '9 t LIGHT STANDARD TOP OF BARRIER FOR RAILING DETAILS ~#4 SEE SHEET T50 '- 1IDW#4 PYLON 1"0 CONDUIT - , 'v TOP OF SIDEWALK E~~~~~f=~~=~~~~-- ,," ,," ~<o :z , - ~"" FINISH GRADE OVER CONDUIT PIPES CONDUrT DEFLECTION FITTING 3' OUTSIDE ELEVATION END OF BARRIER REVISION DESIGNED K WILLIAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED M WOO DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED ~ PLAN OPTIONAL CONSTR JOINT WITH ROUGHENED SURFACE TOP OF ROADWAY 'v ---... ? -n lliQJ)4 EDGE OF SLAB 8'-4" FRACTURED FIN FINISH ~ ~ 1'-1" 6'-6" TOP OF SIDEWALK VIEW C) SEE SHEET T 42 FOR / BRIDGE RAILING TYPE BP ANCHORAGE DETAILS ~~4 / 10" Ilill #4 -';' 'n CONSTR JOINT WITH ROUGHENED SURFACE 2'-0" [ID] #4 SECTION C) ~- Exeltech Consulting. Inc. ~ PUBLIC WCRKS DEPARTMENT --" '~....,.. CITY OF PORT ANGELES ~ --... 2590 Willamette Dr HE e I t e c h Lacey, WA 98516 321 EAST 5TH STREET PO BOX 1150 e X Phone: 360.357.8289 PORT ANGELES, WA 98362 PHONE (206) 457-0411 locey, WA . Seattle. WA Salem, OR Fax: 360357.8225 ALT A & BLIGHT STANDARD ~ FOR DETAILS SEE SHEET T51 3/4"0 x 2'-8' ANCHOR BOLTS (4 TOTAL) 1'-6" x 1'-6' BASE FRACTURED FIN FINISH (RECESSED) -", -H 3"x3" CHAMFER 'f 'v TOP OF SIDEWAlK VIEW (;) 1 1/2":1:1/8" " .~/2DITP ::::- IRREGULAR FRACTURE ,-H FRACTURED FIN FINISH 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE ALT. B PEDESTRIAN BARRIER DETAILS OF 2 T48 ~& OF I tJt Cb . 3 1/2" 3/4"~ x 2'-8" ANCHOR BOLTS (4 TOTAL) ~ JUNCTION BOX & PULL BOX 8"x8"x1'-6" NEMA 4X STAINLESS STEEL STAINLESS ~::LBOLT-ON LID \\\_ ~6~~~E~~R~EEL MOUNTING TAB 1YP 1 1/2" x 1 1/2" x 1 1/2"x 12 GAUGE, \ ,..~ CONDUIT PIPE \ [TI[] #4 \ r TOP OF PED BARRIER \ TOP OF SIDEWALK----..., \ ~ 1 ~ <A ,,\. \T' ~~ =-~ - ~--~ ~ . "'.~ " I --------~-^-,- ------------ C'-- STAINLESS STEEL COVER SCREW 1YP BUNDLE VERTICAL BARS ADJACENT TO EACH NOTE SECURE CONDUIT AND BOXES END OF JUNCTION BOX TO REBAR TO PREVENT MOVEMENT E ~ m ~ o o N o . '" 15 N ~ o '" ~ DO W I ~ o iil '" ~ g" I L~~HT STAN DARD ~ 31/2" JUNCTION BOX & PULL BOX 8"x8"xl '-4" NEMA 4X STAINLESS STEEL WITH BOLT-ON LID 3 1/2" , rumMRO I 11,.. 3 1/2" It ANCHOR BOLTS -~ /[Jlli #4 / ~ IT !I II :! II II II :: II 0~ '9 It J-BOX I I ffij]14" ! 1\ ~I I ,~ \ I -- )~: 7 1----- 7\"/ V 1 1/2"CLR STAINLESS STEEL MOUNTING TAB 1YP 1 1/2"x 1 l/tx 1 1/2" X 12 GAUGE STAINLESS STEEL COVER SCREW (1YP) II II II II II II II U ,..~ CONDUIT PIPE ~ ""'-- 1335 1 #4 1336 1 #5 '- -0 ITOP OF PED BARRIER 2"~ CONDUIT PIPES ,j r //'7 ff >. TOP OF SIDEWALK =-~~~~ ~~<DI-'<=>- 3=~ ::x: ----i ~ :z ~ '" <::> ^ V It IGHT STANDARD r14--H ___1335 1 #4 'f' -.... @"up <'" B1 II ..., ~\ c~ C / . FORMED EDGE : / / < ~-------------;Jtz 1/ t- -771 ~ 2 cmJ #5.-1 2 [ill] #5 TO<' "" 0"""'\ < v-r~ CONDUIT _ __-::~ PIPE -;- ----- ~cmJ #5, [l2[] #5 lTI[] #5, [ill] #5 o I o~ ,. rnFl .---4- ~ CONTINOUS LONGIT ~ #5 (lYP)----..... T PED BARRIER REINF to>? I o~ ~213371 #5 3/4"~ ANCHOR BOLTS.J I (4 TOTAL) ^ V -J ! ~ WHERE CONDUIT IN A STRUCTURE IS ROUTl:D ACROSS i A JOINT, WRAP STEEL CONDUIT PIPE FOR l' -0" ON EACH u 3'-D" LONG EXPANDED POLYS1YRENE SIDE OF JOINT PIPE WRAP TAPE SHALL BE 2" WIDE Ji SLEEVE AROUND CONDUIT DUCT TAPE AND INSTALLED WITH A MINIMUM OF ,.. OVERLAP 1 SEAMS AND ENDS TO SEAL AND EXPANSION JOINT PREVENT CONCRETE FROM BONDING-rlt-- J WITH FITTING AND C~DUIT .,..,\.I I: :[.~!~.~t EXPANSION ~_: !' , .~. 'l:I:" ::J .. ~~~D~II~I:t~c~~6~L~ :]..... : . ":\ ~:~'~ING JUMPER 3/4" PREMOLDED JOINT FILLER[ SEE STANDARD PLANS - . r.nNCRETF , ONCRETE ~ 3" MIN. 6" MAX (CONDUIT & THRtADS ';.',. 3" MIN. 6" MAX. ~:z CAST OUTSIDE STRUCTURE) ~,,;,:::r-;~ ;::;~. I ~ "'';';''1'" ~l"I.;. I (CONDUIT & THREADS ;;f;. .t!/f:~ ~ , .'" ~. z I wJJ:" .:,~::' ,: ).~f!' '-CONDUIT PIPE ;O~Z;i;z;~t ,- ~ e";;,, "E ~ . ^ "To l' -0" LONG EXPANDED POL YS1YRENE CONDUIT DEFLECTION FITTING CONDUIT PIP _ SLEEVE AROUND CONDUIT WITH INTERNAL BONDING JUMPER CONDUIT DEFLECTION FITTING A CONDUIT DEFLECTION FITTING B CONDUIT FITTING - 1YPE DX FOR DEFLECTION OF 30' AND CONDUIT FITTING - 1YPE DX FOR DEFLECTION OF 30' AND 3/4" MOVEMENT 3/4" MOVEMENT PLACE AT CONDUIT PIPE EXIT FROM STRUCTURE CONDUIT PIPES PLACED THROUGH RETAlING WALL TRAFFIC BARRIER SHALL BE FITTED WITH DEFLECTION FITTINGS AT A MAXIMUM SPACING OF 120 FEET THE DEFLECTION FITTINGS SHAlLL BE PLACED AT THE TRAFFIC BARRIER OPEN JOINT THAT COINCIDES WITH THE RETAINING WALL STEM EXPANSION JOINT NEAREST TO THE TRANSVERSE CONSTRUCTION JOINT IN THE WALL FOOTING ~ '5 ~ .g -l! ~ ~ i ~ f u: -b 5 1 CONDUIT EXPANSION FITTING CONDUIT FITTING - (TYPE AX FOR MOVEMENT OF:t 2") AT BRIDGE EXPANSION JOINTS ti . ~ ... .{ "' '" 00 N i ;:; NO DATE DESIGNED K WIlLIAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED M WOO DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED REVISION BY APPEND <> I 'Tp' ~ 8" 8" -; 1 1/2" CLR .- SECTION C) 1'-5" MAX 1'-5" MAX ELEVATION ADJUST SPACING OF VERTICAL REINF SECTION EB 6'-6" SIDEWALK 1'-1" 1N]~4 @ 1'-6" MAX CONTIN W / 2'-Q" MIN SPLICE SURFACE FINISH TO BE EQUIV & PARALLEL TO RDWY SURFACE ~ WHERE CONDUIT IN A STRUCTURE IS FRACTURED FIN FINISH~ ' ROUTED ACROSS A JOINT, WRAP STEEL \i'7 ~ -..., _ CONDUIT PIPE FOR l' -Q" ON EACH SIDE ~ \1.#' '" i--. OF JOINT PIPE WRAP TAPE SHALL BE USE 3/4" EDGER~I~ [~4 @ 1-6 ~ 2" WipE AND INSTALLED WITH A MINIMUM --... ~t OF 1 OVERLAP TOP OF ,:~ RDWY SLAB~, _ 001 /FT ~ I ,,\ , ~1"'~ "'I . ___~_~_____:__~~. i ~L -s. /~~ ~330 #4@1'-6"101/2" TVI - FORMED BARRIER EDGE ~ TYPICAL SECTION 1'-6" "'- PEDESTRIAN BARRIER 3" 10" / FOR BP RAILING ANCHORAGE DETAILS SEE SHEET T42 II ~13331 #6 CONTINUOUS 1-7 W/3'-t' MIN SPLICE ~~ ~3501 #4@ 1-6" r ......--13321 #4 CONTINUOUS V W/2' -Q" MIN SPLICE [....--1331~4 @ 1'-6" MAX CONST JT W / ROUGHENED SURFACE SLAB REINF (TYP) SEE OTHER PLAN SHEETS FOR DETAILS It 3/4" CHAMFER OR 1/2" HALF -ROUND DRIP GROOVE IlK1 ~~l'IAS.& "l 'q ~~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE ALT. B PEDESTRIAN BARRIER DETAILS 2 OF 2 T49 e-- ~ E.eltech Consulting, Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES "I- v I ...-:!:;:tW"- ~ ".,- - -=--.. 2590 Willome"e Or NE Locey, WA 98516 Phone' 360.357 8289 Fox. 360 357 8225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (20~7-0411 OF I c;- 1 1/2" 6" 1 1/2" if) 0 a.. N -' :::- ~ -.,- >- :::- if) "" 3/4\4"x9' BASE It 11/16" HOLE FOR ANCHOR BOLT 1 1/4" 6 1/2" 1 1/4" (TYP) SECTION C) ,- -'$ POST 3/16 C5x6 7 3/16 1/4 3/4"x4"xO'-9" BASE PLATE GROUT 5/8" LEVELING NUT DETAIL u 11'-6" MEASURED AT It PICKETS 5" 5' 26 @ 4" LIGHT STANDARD BASE r~ PICKETS (TYP) >- :J: '-" W :J: t;j "" u a:: , .", 3 1/2" 1 -0' 1/4 3/8"x16" BENT It --~ -,., SEE DETAIL 1 2 1/2" 6" SECTION It ALT A & B LIGHT STANDARD ~ 8'-2" 21 @ 4" 9'-8" TYPICAL PANEL 27 @ 4" l' -6" EXP JT APPROACH BRIDGE REVISION DESIGNED K WIllIAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED M WOO DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND ELEVATION -~-- Exeltech ConsuMing, Inc. ~-- ~- --- ~ 259Q Wlllomette Dr. HE Locey, WA 98516 Phcne' 360.357,8289 Fox: 360.357 8225 exeltech Lacey. WA . Seattle, WA . Salem, OR POST - STEEL It 3/8" -9 .- ~ 'N 1/4 =~ N r-.. , '", '", 4 1/2" "0 ,- -- TOP OF SIDEWALK It VIEWPOINT PLAN VIEWPOINT PANEL C) It ALT A & B LIGHT STANDARD I r VIEW POINT VIEWPOINT PANEL 9'-8" TYP PANEL 9'-8" TYP PANEL 6',1 3/8" 6'-1 3/8" MEASURED ALONG It POSTS 1'-2" 4" 37 @ 4" MEASURED C C PICKETS I 2" ~ 8TH STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE ALT. B BRIDGE RAILING PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 T50 ;1 W, OF "d I 7 Q It LIGHT STANDARD . I I GE LIGHTING SYSTEMS, INC I TOWN AND COUNTRY LUMINAIRE ORNAMENTAL LUMINAIRE 120V 150W NUNBER "OR " S , N 2' "" 8L \ HIGH PRESSURE SODIUM LAMP r ~ :::0 "ti" , .j1 TS 4"x4"x3/8" 3/8" THICK TAPERED PLATES 6 Ill, ~ ~ '" '" <:> I 15 I ~ " , " <0 .. '" i>! ~ !;l ili III 0\1 'v '" ........ .., . ... -r .... '" I "0 Iii - ~ ~ "ti ~ ~ ~E ~.L E9 ~ ~ ~ i; t; , E i:! - <0 <:> I ~ I :::0 i; ;;:: " ~ ~ "l!' -v ~ ~ r s " ! "6 ! is ~ ~ .g> <5 OF STEEL POLE ;; ELEVATION ~ '" .c: ;;; ~ ~ DATE 10/2006 "i; DESIGNED K WILLIAMS '" c DATE 10/2006 '" DRAWN J SANFORD . ~ CHECKED M WOO DATE 12/2006 ~ H SCALE AS NOTED V SCALE NONE g FILE 0328B05A dwg PROJ NAME ~ ALL DIMENSIONS ARE IN FEET NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED 0.. Cl Q: C!i :z ;::s (J) ...- :c '" :J ... N ........ v N ........ v w ,,---' 00 ...-"- !;:t:; It LIGHT STANDARD I AT TOP 4 1/2"4 1/2" OF POLE 1/2"x8"x8" TOP PLATE N ........ 3" LENGTH OF 2-1/2"~ STANDARD PIPE WELDED TO TOP OF TOP PLATE 1/2" 'N ........ 3/8" THICK TAPERED PLATE (TYP) 1 1 /2"~ HOLE IN CENTER OF TOP PLATE SECTION C) AT BOTTOM OF POLE It LIGHT STANDARD 10 1/4" 10 1/4" 8 1/2" 8 1/2" 3" ::; ~~ 3/4"x1'-5"x1'-5" BASE PLATE 0 "- >-"- Cl 0 13/16"~ HOLE (TYP) Q: "3 ~ -.... ..., :::- -N -+ TS 4"x4"x3/8" (J) ........ -N ...- ~ :::- 3/8" THICK TAPERED PLATES :c <Xl '" :J (TYP) ...- - ~ -v -N :::- :::- -+ 0 <Xl '" 1/4 SECTION ~ ~./ ~ Exeltech Consulting. Inc PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES -- ~ ~ tee h 2590 WillameHe Or. NE Lacey, WA 98516 Phone 360.357.8289 r ax 360 357 8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 e X e Lacey, WA Seottle, WA Salem, OR STRUCTURAL STEEL NOTES: 1 ALL STEEL PLATES SHALL BE ASTM A36 2 ALL STEEL PIPE SHALL BE ASTM AS3 GRADE B 3 STRUCTURAL TUBING SHALL BE ASTM ASOO GRADE B 4 ENTIRE POLE ASSEMBLY SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION 5 ANCHOR BOLTS SHALL BE ASTM A307 HEADED BOLTS, OR ASTM A36 THREAOED RODS WITH NUTS AT BOTTOM ANCHOR BOLTS AND ALL RELATED HARDWARE SHALL BE GALVANIZED TS 4"x4"x3/8" 3/8" THICK TAPERED PLATES - WELD TO TS 4"x4" FULL LENGTH DO NOT WELD TO BASE PLATE BASE PLATE u D ET AI L ~ 8T~ STREET BRIDGE REPLACEMENTS TUMWATER CREEK BRIDGE ALl. A & B LIGHT STANDARD T51 t-lq OF , ( :1 \ .......-, ""11 I / Ii . . . S = Bar is included in BENDING DIAGRAMS substructure quantities. E = Bar is to be epoxy coated. L = Lump sum quantity. ~ V = Bar dimensions vary between dimensions T = Tronsverse U fi-- -+4- f-t- or S = Seismic shown on this Bna and the following line. I I 0 llJ.c *~ :::E !;c :J: D1t.1ENSIONS (OUT TO OUT) TYPE 50 {B {El3 lillJi o V> u LENGTH WEIGHT :z w "'13' u!!! ~ '" N ~ 15 0..'" g~ U W X Y Z 01 02 .J i LOCATION Vi ~"" :::E=> 0 TYPE 51 z =>Vl '" ~ ..... 0.. :z FT IIN FT IIN FT I IN FT I IN FT IIN DEG DEG FT I IN LBS .J l.J L TYPE 52 STRUCTURAl SLAB AlTERNATE A I u 1 I. .1 320 SIDEWAlK 4 56 83 T E 1 9 2 10 9 8 361 J U 321 SIDEWAlK 4 56 50 T V 4 7 1 7 1 L TYPE 53 J tt -t4- -+4- ft- 7 4 7 4 270 322 SIDEWAlK 5 56 74 T E V 4 0 10 1 2 7 1 8 10 ~ J {~~ ~IlG 0 10 1 2 7 4 9 1 525 r TYPE 55 323 SIDEWAlK 4 28 50 V 4 11 3 11 3 13 1 13 1 228 r ~ ) 324 SIDEWAlK 4 16 50 E V 4 12 0 12 0 L TYPE 57 ~3S' ~ U 13 1 13 1 134 -t+1T 325 SIDEWAlK AND RAlUNG 4 16 50 E 11 5 11 5 122 TYPE 58 326 SIDEWAlK AND RAlUNG 4 20 50 11 3 11 3 150 r TYPE 59 .J 327 SIDEWAlK AND RAlUNG 4 56 83 T E 0 9 3 7 9 2 342 I I O-N'N'm STRUCTURAl SLAB AlTERNATE B U 340 SIDEWAlK 4 56 83 T E 1 9 2 10 9 8 361 341 SIDEWAlK 4 56 50 T V 4 7 1 7 1 IADD ~ tl ~: I 7 4 7 4 270 342 SIDEWAlK 4 56 74 T E V 4 0 10 1 2 7 1 8 11 ~ 0 10 1 2 7 4 9 2 338 '\ ~w- Z FEET Of SPIRAL LENGTH 10 ACCOUNT FOR SPUCES 343 SIDEWAlK 4 28 50 V 4 11 3 11 3 TYPE 67 13 1 13 1 228 TYPE 66 ~ ~I x 344 SIDEWAlK 4 16 50 E V 4 12 0 12 0 1!iw1t+ 13 1 13 1 134 V 345 SIDEWAlK AND RAlUNG 4 12 50 E 11 5 11 5 92 346 SIDEWAlK AND RAlUNG 4 16 50 11 3 11 3 120 347 SIDEWAlK AND RAlUNG 4 56 83 T E 0 9 2 9 7 6 280 U 348 SIDEWAlK AND RAlUNG 4 16 74 T E V 4 6 0 1 6 1 0 8 4 {I] ~IW] 5 0 1 6 1 0 7 4 84 349 SIOEWAlK AND RAlUNG 4 32 74 T E 1 2 1 2 1 2 3 4 71 ~ -GLGt 1H' f--JL--1 ~ ~ 1'II'E 73 x -y] I, u 1 {~~ x I U I #J. i!i~7 I~I {I] f) U I , ~~ ~A? 13S'y ~~ { ~ ~3S' ~"~ I U I I U I I 1'II'E 89 1'II'E 83 NOTE: 1 ALL REINFORCING BARS ON THIS SHEET SHALL BE AASHTO M-31 UNLESS SHOWN OTHERWISE 2 REINFORCING FOR TRAFFIC BARRIERS NOT SHOWN IN THE BAR UST, SEE TRAFFIC BARRIER SHEET 3, NUMBER AND LENGTH OF BARS TO BE DETERMINED BY THE CONTRACTOR FROM PLANS DESI GNED' ll. WOO DATE 01/2007 8TH STREET BRIDGE REPLACEMENTS T52 DRAWN S GRAfr DATE 01/2007 0/ ExeUech Consulting. Ine ~ PUBLIC WORKS DEPARTMENT CHECKED R. SIlITH DATE 01/2007 ~ .............. 2590 Willamette Dr NE CITY OF PORT ANGELES TUMWATER CREEK BRIDGE lc'~ H SCALE V SCALE exeltech Lacey, WA 98516 321 EAST 5TH STREET POBOX 1150 OF Phone 360,357 8289 PORT ANGELES, WA 98362 PHONE (206) 4S7-0411 ALT. A &: B BAR LIST I. .." FILE PROJ NAME lacey, WA . SlatHe, WA Salim. OR rax 360.3578225 ! [.. .r.~ , ALL DIMENSIONS ARE IN FEET /' V' NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED c; "ll ii E ~ '" ,,' <> I 15 I ::! ~ " 0.: !3 Il:: ~ Il:l olS '< ... ... 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'+~ o oo~ ~ "" ""0:: ;>, ~~ ~d ~ (/) I- :::E is: I~- .....- '''''..- ""1+"- 0:: o- w"', a:::1<~ B'llnW , 18", ""..... '00..- "'1+"- 0:: -- w"'. a:,<~ UGHT STANDARD (lYP,) ~B'!lnG:J 18", .....'" ''''..- "-1+"- E5 ~.- C:I<~ B'llnW i / BRIDGE RAIUNG lYPE BP 180 >n- >nll'+: 0:: ..-~ ....'" C::I<~ B'llnW , o 000 0"- "'''' "- +..- Oto ~- ""0:: > ~~ ~d " '" :!! ;l; ~ ~ - :l .g. ! 1l. .s ~ ! ~ ~ I ~ '2 ~ i &i \, ,l"- E .., ,1 t~~ :J "'- ......... " " '- F F E~r .,,- -~ I I L-L::"-:"~~,") F ../ ./ /' ./ ./ 2H:1V t.W<. SLOPE (lYP) ~ EXISTING HIGH VOLTAGE POWERLlNES & POWER POLES (TO REMAIN) --- -- ':5 '-' - " "" " " 1> ~ '" DATU M NORTH MlERICAN VERTICAL DATUM 1988 -", I- -' <>: "'w 100> EXISTING VALLEY ,~ CREEK ROAD -j ::E -------1- 'MID? EXISTING 8" / \ 1..1 r1 WATER UNE -./ \.... EXISTING 8" J ..1 I I (TO REMAIN) SEWER LINE I I bJ (TO REMAIN) bJ ELEVATION GRADE ELEVATIONS SHOWN ARE FlNISH GRADES AT TOP OF ROADWAY SLAB ON L -UNE ANO ARE EQUAL TO PROFILE GRADE P .C. GIRDERS CONTINUOUS FOR L.L.. LOAD : (W83G) LIVE LOAD HL93 --- -- - - ./ I- EXISTING DIRT ROAD ./ ./ i_ (~B~E~E~ --- I......... rl I I bJ - --- T :U: LINE 25' RT OF L-L1NE r REFERENCE ELEV, 20,00 ~ ., { c "" ~ 0.. ., 8 ~ 3- 0.. NO DATE REVISION DESIGNED M WOO DATE 12/2006 I' 8TH STREET BRIDGE REPLACEMENTS V1 DRAWN E BLAKE DATE 12/2006 ~,.. Q~ t ~ ~ Exollech Consulting. Inc, PUBLIC WORKS DEPARTMENT CHECKED R SMITH DATE 12/2006 ~ ~ CITY Of' PORT ANGELES )01 1 f 2590 Willamotte Or. HE VALLEY CREEK BRIDGE H SCALE V SCALE NONE exeltech Lacey, WA 98516 321 EAST 5TH STREET POBOX 1150 FILE 032BP01 dwg ~ "''''/oIST Phon.: 360 357.8289 OF PROJ NAME Locoy, WA SoatIIo. WA ' Salom. OR Fox' 360.357.8225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 LAYOUT ALL DIMENSIONS ARE IN FEET \ C; q BY APPEND UNLESS OTHERWISE NOTED I """"'" 11 0'1 . 2 - 2"~ RGS ELECTRICAL CONDUIT . '" ... ~ -2 6 ... E .:} <::> ... " <::> , C ~ ti\ ~ " ~ ~ -' ~ ~ ~ <" 0 >:: t.> iJl -' ~ ~ .... , ~ ~ <:; ,S ~ ~ ~ 13 ~ ~ - ~ , ~ , ~ ~ ;::: 0 ~ ~ "I: ~ 1:. s ~ ! 1; S 2 ~ ~ .go &i ;; .1: '" "" OJ ~ ~ " '" c .. ~ ~ ~ 3- ll. NO DATE REVISION CONCRETE INSERTS - ",:",1E. . SIDEWALK 6'-6" SHOULDER 5'-0" 47'-0" LANE 12'-0" 34' -0" ROADWAY L-L1NE LANE 12'-0' PROFILE GRADE & PIVOT POINT 7 1/2" CIP CONC DECK __ -2% -- WSDOT W83G GIRDER (lYP) I ______ i FUTURE WATER LINE HANGER 4'-4 1/2" 14'-6" 14'-6" 4 EQ SPA. @ 10'-0" = 40'-0" 48'-9" TYPICAL CROSS SECTION "1\' = 12 1/4" (NOT FOR DESIGN) LIMITS OF STRUCTURE SHOULDER 5'-0" SIDEWALK 6'-6 PEDESTRIAN BARRIER ___L__ I I t FUTURE UTI LIlY HANGER , I I I --.:t80 . a mootOCOO l"'}......o,...,'Vo -.:tci;VI"'}~+ "....N~;!:-re ~ ~N~~ <i. l.UVl~G:lcdtn u u_ _U L> > >0.. a.. > > OJ 1:D>::>w I.&.J N ~ g.o N ~ C') ..- ".... 0 0)...... v"'" I.(')l.t) v,... "'It' + +-.:t v + ...... ~ ~_......~ ~;5~~~~ WVl(,/)UJL.l.JVl uU--(,)U > > a.. a.. >> PROFILE GRADE lD lD > > w w + 04% EXIST ROADW-;;7 - - - -4O'YC- - - - - 60' VC DESIGNED t.t WOD DRAv.N J SANFORD CHECKED S LEE H SCALE DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE BY APPEND FILE 0328P002 dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED L-L1NE PROFILE PROFILE GRADE - 4% ~ ~ ~ exeltech Lacey, WI. . Secsffle, WA . Solem. OR 4'-4 1/2" . 80 0 ~oOtO',....q nr"')O"""O')Q .q- + I.O,.,.,N 0) _to+-.:tv+ I"'}tO__tO ~ '" '" [j~~~~;5 VlWw Vl u u_-u u ~ Zri~~~ ~ 60' VC. - 1 J% --- Exeltech Consulting, Inc. ~ 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 W,lIame>>. Dr HE Lacey, WA 98516 Phone 360 357 8289 Fax 3603578225 GENERAL NOTES 1 ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION-ENGLISH DATED 2006, AND AMENDMENTS 2 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRDGE DESIGN SPECIFICATIONS THIRD EDITION DATED 2004 SEISMIC DESIGN OF THIS STRUCTURE HAS BEEN COMPlJETED USING AN ACCELERATION COEFFICIENT OF 0 28 AND SOIL PROFILE TYPE II 3 THE CONCRETE IN THE ROADWAY DECK SHALL BE CLASS 40000 THf. CONCRETE IN THE SHAFTS SHALL BE CLASS 4000P ALL OTHER CAST -IN-PLACE CONCRETE SHALL BE CLASS 4000 4 THE BACKFILL BEHIND T1HE ABUTMENTS MAY BE PLACED PRIOR TO PLACEMENT OF T1HE SUPERSTRUCTURE 5 FALSEWORK SHALL BE CAREFULLY RELlEASED TO PREVENT IMPACT OR UNDUE STRESS IN T1HE STRUCTURE 6 UNLESS OTlHERWISE SHOWN IN THE PLANS, T1HE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO T1HE FACE OF ANY REINFORCING STEEL SHALL BE 2 1/2" AT T1HE TOP OF THE ROADWAY SLAB r AT THE BOTTOM OF T~ ROADWAY SLAB, 3" AT THE BOTTOM OF THE FOOTINGS, 2" AT THE TOP OF FOOTINGS AND 1 1/2" AT ALL OTHER LOCATIONS 7 THE CONDUIT & JUNCTION BOXES ARE SHOWN FOR REFERENCE ONLY THE CONTRACTOR SHALL COORDINATE THESE PLANS WITH THE ELECTRICAL, ILLUMINATION AND TRAFFIC SIGNAL PLANS 8. SPREAD FOOTINGS HAVE BEEN DESIGNED FOR BEARING AT THE FOLLOWING NOMINAL RESISTANCES FOR T1HE STRENGTH, EXTREME AND SERVICE LIMIT STATES PIER NO STRENGTH AND EXTREME (qn) 39 6 KSF 39 6 KSF SERVICE (qserv ) 110 KSF 110 KSF 6 9 DRILLED SHAFTS HAVE BEEN DESIGNED FOR THE FOLLOWING NOMINAL SIDE RESISTANCE AND NOMINAL TIP RESISTANCE FOR THE SERVICE LIMIT STATE PIER NO NOMINAL SIDE NOMINAL TIP RESISTANCE (Rs) RESISTANCE (Rp) 2 1600 K 1600 K 3, 4 1600 K 1600 K 5 RT 1600 K 1600 K 5 LT 2075 K 1600 K 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE TYPICAL SECTION, PROFILES AND GENERAL NOTES V2 (', ~ \j. j- OF I r' (I \' J :7 , . <:> ~ '1::' ~ - . E' ~ ... " <:> I (; I ~ ti ~ ...l ~ <:> ~ ~ 5l 8S '" ~ '" ~ ~ - e .go .ll ~ ~ - ~ .go ! ~ s " ~ 6- ~ -8 I ! 2 ~ i .ll . e ~ :S ., i o "< ~ ~ ~ ~ 3- <l NO DATE _ Pl P2 ~ P3 P4 P5 P6 P7 P8 P9 PlO PH PORTION OF EXISTING BRIDGE TO BE REMOVED P15 P?7 ~ Pll P12 P13 GROUND LINE r REFERENCE ELEV. 20 00 25' RIGHT VALLEY CREEK -------------~------------------------------------------------------------------------------------------------------------------------------------+ STAGE 1 ~ PORTION OF EXISTING BRIDGE TO BE REMOVED _ Pl P2 P3 P4 P5 P6 P7 P8 9 Pl0 Pll P12 P13 P14 P15 ~~~[_E{~=~::1=-or ~:~--8 Q ~""''1 ff"""'J' llL/''''~ I~ ~I I~ ~ "', /~ rr\.,J1 rr\.,J1 ~ VALLEY ~I "I'<.~ II IL/^'-JI ~^)jj ~^~REEK R:n~ ~l rR ~ ?J1 y:" ":V -~~~~- -~_~~__~~!---~-J P16 P19 P24 P?7 ~ P25 P26 P20 P21 P22 P23 P17 P18 POWER POLE GROUND LINE .-----_______L~~:~~~~_:~____________________~':~:_______________________________~~~:~~_______________ STAGE 2 PORTION OF EXISTING BRIDGE TO BE REMOVED ~ P;I~ ;~_~~ ;~_ ~~; ~~~ ~3_ P~~_~5 _y~P?7 ^ ^, ^ ^ II ~ / P~rit~Rlk: = ~ lk' = ~ lk: = ~ = ~ I/~/ ____, If~/11 1~~/11 1f\,i11 '< II Yo" ~"""", ~ I~I Iv/' "''-JI II I ..w--/-- , VALLEY ~ ~ ~ - .711 ~.-% ""--" CREEK ROAD~ ~)'~~ DIRT IIL^~ II /~--...- '''''- ____ I I ~ ~ ~ I ROAD ~~~____Yo" z:~U;;;;-------------- ~- __________________~R~~~:~~~~~~__________________~':~:_______________________________~~~~~:________________________________________________________ STAGE 3 __~ P2 '~" '-', " P3 P4 P5 P6 P7 P8 P9 P11 P12 P13 P10 P14 P15 SUGGESTED BRIDGE REMOVAL SEQUENCE THE BRIDGES ARE ORIENTED WEST TO EAST WITH THE PIERS NUMBERS 1 THROUGH 27 DESIGNED K KIRKER DRAWN E 8LAKE CHECKED W WOO H SCALE ~ NOTED DATE 10/2006 DATE 10/2006 DATE 10/2006 V SCALE NONE REVISION BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~ Ex_llech Consulllng, Inc. 2590 Wlllame>>_ Dr. HE Lacey, WA 98516 Phone. 360.357.8289 Fax. 3603578225 exeltech Loooy, WA . _. WA . Sa",", OR ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE EXISTING BRIDGE REMOVAL V3 Ie'} OF I; C; PUBLIC WORKS DEPARlMENT CITY OF' PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 . . . It INTERMED PIER It INTERMED PIER f I I L I I ! , I ~ "---END PIER END PIER---.I =<q l I l r r-- ElASTOMETRIC BEARING OAK BLOCKS (1YP) v PAD 1YP @ END PIERS 1 1 STAGE 1 - SET PRECAST GIRDERS IN PLACE CAST END & INTERMEDIATE PLACE ROADWAY DIAPHRAGMS L ...r---L-- ~---- -- SLAB REINFORCEMENT\ It INTERMED PIER It INTERMED PIER ------1-------- ------1-------- -------- I------L r/ / ~ ?- I I ;,. I A --- l r --- A I I I I 1~1'-6" ABOVE TOP OF CROSSBEAM (1YP) v ~ . BOTTOM PORTION OF PIER DIAPHRAGM S ~ 1 1 SHALL NOT BE PLACED UNTI L 3D DAYS (MIN) AFTER RELEASE OF PRESTRESS CAST ROADWAY SLAB STAGE 2 - CAST DIAPHRAGMS AND PLACE REINFORCEMENT (24 HOURS MIN AFTER PLACING THE PIER DIAPHRAGM CONCRETE) ~ It INTERMED PIER It INTERMED. PIER 5 - '//////// V///////- ~ //// V///// '//////.A If///////////////. '/ '///// ~ ~ 'l///////. 10.. '\. '\. '\. '\. '\. '\. '\. '\. " ,,," ~ '< ~ '<1 II' V Y ~ I I '-- '-- I I L- L- --- .., r -- I I I A V V BARRIER CONCRETE SHALL BE PLACED AFTER ALL OTHER CONCRETE HAS BEEN IN PLACE THE REQUIRED LENGTH OF TIME IN EACH FRAME AND HAS DEVELOPED STAGE 3 - CAST ROADWAY SLAB SUFFICIENT STRENGTH AS OUTLINED IN THE STANDARD SPECIFICATIONS AND AFTER FALSEWORK HAS BEEN REMOVED AT INTERMEDIATE PIERS ~ ~ It INTERMED PIER It INTERMED PIER ~ ~ /// '//. "/ ~ '///- "/"/. _/ "' "/~ '\.,..... ~ "/ < I ~ \ ~ ~ ~ '/ /' - - L- - - 1 I r -- V LTOP PORTION OF PIER DIAPHRAGM SHALL BE y , I PLACED A MIN OF 10 DAYS AFTER PLACEMENT OF THE ROADWAY SLAB CONCRETE i STAGE 4 - CAST DIAPHRAGMS AT INTERMEDIATE PIERS & BARRIERS CONSTRUCTION SEQUENCE PRECAST SUPERSTRUCTURE I - \ DESIGNED M WOO DATE 10/2006 II 8TH STREET BRIDGE REPLACEMENTS V4 DRAWN J SANFORD DA TE 10/2006 ~ oY . .e." ~ I,; ~ .. ~ ExeUech Consulhng. Inc. PUBUC WORKS DEPARTMENT CHECKED S LEE DATE 12/2006 ~. ] ,~. .-<=~ CITY OF PORT ANGELES 10'f ~ .---- - ---- 2590 Wlllamette Dr. NE I V ALLEY CREEK BRIDGE H SCALE />S NOTED V SCALE NONE exeltech Lacey, WA 98516 321 EAST 5TH STREET POBOX 1150 Phone: 360 357 8289 OF FILE 0328XXXX dwg PROJ NAME lacey, WA . Seatttll. WA SaIem,OIl Fax 360 357 8225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 CONSTRUCTION SEQUENCE ALL DIMENSIONS ARE IN FEET ~ i r;b NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED I iXP1RES 11 03-07 I I N ~ 10 o '" ~ o o N o '" . ~ w u ~ ~ z 6 I 't ]' ~ ~ 5 ~ ~ ! 'Ii e o ~ ~ ,. 1 ~ .!l "f "' -6 3 i ~ Vi " r ~ ro N ~ o h ~ ---- ~ . \ N ~ "E . t i ~ ~ <> N <> ~ 5 ~ ~ 5 E ~ ]' ~ 'f e <.> ~ ~ ! u c c ~ ~ ,. j . ~ i' "' -6 13 ! ~ ~ '" u . '" .[ ~ '" N n i ...- NO DATE a. -N ::::- -r -", N <r -0 '" -N ::::- -r -", N REVISION It BRG PIER 1 14' 0" 7' _0,17' -0" BY APPEND It BRG PIER 2 I STA 28+75 00 STA 30+27 00 -", 0- -~ ~ -", 0- -..:- ~ g'-O" ~ SHAFT, (TYP) DESI GNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DA TE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED It BRG PIER 3 I STA 31+8200 L -LINE S56"43'01"E 4- I It BRG PIER 4 I STA 33+3700 4- I FOOTING LAYOUT BEARING ALL PIERS N33"16'59"E .e- ~/-="~' ~- --- - ---- exeltech Locey, WA . Seattle. WA . Saltm. OR EXPIRES: 11-03-0'1 Exoltoch Consumng, Inc. ~ 2590 WillomoHo Dr. NE Locey, WA 98516 Phono: 360,357.8289 Fox 360.3578225 It BRG PIER 5 I STA 34+ 75 00 4- I STA 36t2700 It BRG PIER 6 14' 0" 7' -0..17' -0" .N ::::- -r -", N -"? '0 '" N ::::- -r -", N 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE FOOTING LAYOUT 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457 0411 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES vs 1(/5 OF 10 C{) . . . <0 Ol \ I \ I \ I I I I I \ I \ I \ I I I I \ -----S:~ \ \ \ I I 1 I \ I \ I I --~ , ,'-9"\ _ __~W~GWALL\ 1 - ~ \ 11 ::J \ , / J I ! / / ) I / ;/ // I ( / , , I / / I I / / I I! / , I I I II I I ; I / , I, / !///\' ! , I I \ I I / ' , , \ / / I I \ I / I I I / / I! I I I t t! t I I I I I ! ,t I '"!. .{.. J \ 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 Ii I I ! I I I I I -- - -- --- --/ "-' " ~ .. E' ~ Q ". ,...: Q I o J ~ '<c0 I' '-. \ 0) ~'- I i:~!1 ~ / Ii 'i ___---~ 1 ~ / I ~' '" " "" it <> ~ '" ~ I ~ " .g> ~ OJ ~ ~ - :l .g> ~ tl. .!i k ! Ii, ;;; -Il I " ~ Q Q .9- .. " .g> ~ OJ " ~ ~ " ;<; " . .. '" c "" / 1 I I I I I / / I ! I I / /1 t i ;' I / I I / ;' .I II / / / / / I I I I I / /1// / / /11/. / / ) 11...... / / (\ "\ ) ! ( I ) / ~\..I f I,' \ I / / \ I ! I I I / I I\'-'! I I / \ II \ 1/1 I \ \J ~ I. I I(! \ \ /" ) / \ \ II;; I /, ~ // ( 0 / ''\ "'-- '--, '- ",,-" "- (\ '~\ '--. <' " \ \ ~- \ \ 1, \ .) \ \ \ ) I ) / / / / I/~ 11/1// // I I II//!: 1 I I I / / II I II/IAII/ / I 1 / I I / I; , I I / I I / 1//1 / I I / I / ( I If 1 ( I / (\ \ \ \ \ J ; ,II' I / \ \ \ \ \ II f I I : I " 'I I ' I I , , \ \ \ IIi I I I I \ \ \ \ II I f /' (:1 I \ \ 'd ' I II \ \ \ ) J/ I ! [ , I \ 'j \ \ i ( \ \ \ " ! \ I i I I \ I \ \ \ \ \ \ \ \ \ I \ J I ! \ \ \ \ \ \ \ I ( ! \ '\ \ \\ ,\, \ ( / I I' \ \ , \ \ \ I I \ I I \ ' I , ! \ \ \ \ III ' I ! If; !' I , I;' I'll,' , I \ ! I \:1': j ! l! I'" , I! I, I I, I f I : I! I' < I I I I / ! / ! / / / / / / / / / / I \ \ \ I I / / i / I : I \ / / / .--:;-~ / ~~ ~ -~ ~ '\.. -- -- -- i..; 3-._ -- -- ,./,- /' /" ,./ / ("""" / ':::"~ ~ \'~~~ ...... ---. ~... " ---........ -...::. ~-- . , /,) l.~ _/ .... / -- " // ,../ ~------'-, ....... ,/ /' ,./ ~ '--. I i"/ '--, ; ( J---------------' \ , ,...;~-J,..--1- , , / ,,-$-.../ III / ( GRADING PLAN DESIGNED K KIRKER DATE 12/2006 DRAWN E BLAKE DATE 12/2006 CHECKED R MOORE DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED , o 0. ., ~ Q ~ 0. NO DATE REVISION BY APPEND ~ exeltech lJIcoy. WA ' _. WA . SoIom, 011 Exellech Consulllng, I"" 2590 Wlllame"e Dr. HE Lacey, WA 98516 Phon.; 360.357.8289 Fax: 360 357.8225 ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE GRADING PLAN 1 c;, <6 V6 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 1 /1 r , !,; 0 . OF 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 . . . ~ 9 -" ~ ~ [ k ~ s '" ~ '" N '" t z '" ~ ~ ~ ", w a: S: J 1 16 '0 BLOCK OUT FOR WATER MAIN NORTH WINGWALL SEE SHEET V10 " f NORTH CURTAIN WALL SEE SHEET V11 ~ c ~ c ~ ~ ,. ~ ~ f Li: ~ 'i ~ .. f c ~ ro ~ '" i ;: NO DATE 23 -3 1/2 1-1 It GIRDER A It GIRDER B 10 -0 10-0 1 -0 -' -' 9~ -N Z ~~ '" => u -9 i-- ':' GIRDER STOPS BETWEEN ALL GIRDERS (TYP) It GIRDER A It GIRDER B ELEV 143 05 - -2% 50'-9 23 -3 1/2 It L-L1NE GIRDER C It GIRDER D 10'-0 10 -0 I I BK OF PAV T SEAT PLAN ~ It GIRDER E I I I ~ L-L1NE ~ GIRDER C I /10 xl 0 BLOCKOUT FOR ELECTRICAL CONDUITS I ELEV 14349 -2% ~ It GIRDER D I ELEV C I --------~ 1_ J----------~ E~~-~---~~-~0;~_ 6-3 '--"'_.. 6-3 '--<;;;"'--'12'-6 ~<;4;"'--' 000 -,-------------- '---FINAL GROUNDLlNE 3' 0 DRAIN (TYP) (FRONT OF ABUT) <0 ~[ DESI GNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED ELEV B ELEVATION ~ DA TE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE REV! SION BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ---~-- ----- ~ --. '"' tee h e X e lacey, WA . SeaUIt. WA Solem. OR 1-1 It GIRDER E I 1 -0 It BRG ELEV 14305 SOUTH CURTAIN WALL SEE SHEET Vl1 FOOTING ELEV 12600 Exellech Consultmg. Inc ~ 2590 WJllomette Dr NE Locey, WA 98516 Phone 360 357,8289 Fox 360 357 8225 / -' ~ z ~ '" => u 9 -N -<0 -- b PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES UTILITY BLOCKOUT UNREINFORCED CONCRETE PLUG GRAVEL BACKFILL FOR WALL TO TOP OF SUBGRADE UNDERDRAIN PIPE GRAVEL BACKFILL FOR DRAIN 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 BEARING SEAT ELEVATIONS ELEV A ELEV B ELEV C ELEV D It BRG PIER 1 134 82 BK OF PAV T SEAT <J CJ 13502 13522 15 -0 TO It 16 0 BLOCK OUT IN BACKWALL FOR WATER MAIN 13502 10' 1'-6 ,-,I'" 1 -9 .(\ ~ 1 -0 ,(1 7 -0 7 -0 14 -0 SECTION C) NOTE THE UTILITY BLOCKOUTS THROUGH THE BACKWALL SHALL INCLUDE 1 -0 CONCRETE PLUG TO PREVENT THE LEAKAGE OF BACKFILL THROUGH THE HOLE PRIOR TO FUTURE INSTALLATION OF UTILITIES 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 1 PLAN AND ELEVATION ELEV E 13482 V7 10/ OF I c; ~ . . . .'? ...,. ~ ~ l, ~ '" '" N '" ~ ~ Z '" ~ ~ 2 '" 0;: ~ I 'i u 16' 0 BLOCKOUT FOR WATER MAIN 1;' " ! " o ~ -g ~ ~ " J5 i" li: 6 3 I Vi ~ '" ~ 0; r o a. '" ~ '" .;:; ~ ;C NO DATE '? r-- - -' -' ~ Oz ~~ -'" => U 'r .- 1 -0 ELEV :[ REVISION 15' I-- ::: , U> 15 -0 TO It 160 BLOCKOUT IN BACKWALL FOR WATER MAIN 15 -0 TO <t lOx 1 0 BLOCKOUT IN BACKWALL FOR CONDUITS ~/ rBK / rSTA 36+3000 OF PAVT SEAT I t I I lull rC~ rFll L~ -I -I-I--lt BRG 1-1 10 -0' I I 1 -0 -' -' ~ ~~ I 00;;; I -~ '" :::> u 10 -0 1-1 10 -0 10 -0 It GIRDER A I I I ~ GIRDER C ~ L-lINE -J It GIRDER D 23'-3 1/2 It GIRDER E It GIRDER B 23 -3 1/2 50 -9' _ II. fA\.. Y PLAN It GIRDER A It L -LINE It GIRDER C It GIRDER D It GIRDER B I r~OUTH CURTAIN WALL V SEE SHEET VII I FOOTING ELEV 126 00 ELEVATION k DESl GNED ~ woo DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DA TE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE .XI ~Of W. "I -t t;". ~ \ ; ~ ~"IO~~.JlO --~- ~ Exellech Consulllng. Inc PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 ~. ~ ~"~ ~ 2590 Willomette Dr NE Locey, WA 98516 Phone 360.357 8289 Fox 360 357 8225 exeltech BY APPEND rILE 032BXXXX dog PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED EXPIRES 11-(13-07 locey, WA . Seaffle. WI. . Salam. OR ELEV A ELEV B ELEV C BEARING SEAT ELEVATIONS ELEV E It BRG PIER 6 13501 13521 O~- \ \ GIRDER STOPS BETWEEN - \ \ALL GIRDERS (TYP) ~ \ I ! 1- I: I :! Ie] -}-- - -EtJ -\ -~-- g;9 I I 1 i 13481 BK OF PAVT SEAT - It BRG 1-61 1 -g' 10 1 -6 ~4- <l UTILITY BLOCKOUT UNREINFORCED . CONCRETE PLUG_ I ----------q - - <l:------- ">v 1 _L_ 1 -0' I I I CJ GRAVEL BACKFILL I / : FOR WALL TO TOP ~ OF SUBGRADE - _ ~___ - -I \-:::: - Il@ : 12 -6 CTRS (TYP) I "", UNDERDRAIN PIPE 1\<7 GRAVEL BACKFILL FOR DRAIN CJ LJ $ '-f' r~ -7 7 -0 7 -0 ~- NORTH WINGWALL J SEE SHEET VlO- I NORTH CURTAIN WALL \ SEE SHEET Vl1 It GIRDER E I lOx 1 0 BLOCKOUT FOR I ELECTRICAL CONDUITS ~ I r- I I I I rI /~ONST JOINT WITH 14300 L <0 I I I rELEV 14348 1\ I I V1 ROUGHENED SURFACE (TYP) )~ J -1% _ -2% V _ -2% _ - -1% v- ELEV 14300 1"- + L ____-'_______m__-__I___m_____m_L_~- l-j J ~~V'r-~,~~- ~ i ~ n~ B i i; -----,1 ----;:... I (GIRDER STOP I _ li~ELEV C I (TYP ) (ELEV D ELEV E \ : H I I I I l _~_ r ~2-6 6-3 6-3 12-6 I 000 -T-------------- ,~~ LFINAL GROUNDlINE ' <0 3 ~ DRAIN (TYP) (FRONT OF ABUT) 14 -0 SECTION C) NOTE THE UTILITY BLOCKoUTS THROUGH THE BACKWALL SHOULD INCLUDE 1 -0 THICK PLAIN CONCRETE WALL TO PREVENT THE LEAKAGE OF BACKFILL THROUGH THE HOLE DURING THE TIME PERIOD OF NO UTILITIES ELEV D 13501 13481 ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 6 PLAN AND ELEVATION VB I r: CJ. V L} OF \ c;,Cb . ~ I . I ~ ~ ~ t ~ ~ C> Z < '" w 0: ~ I 1 ~ ~ ! ~ '0 ~ c 0 ~ ~ ~ i g f "' 6 1S 1 ~ in 00 . I 0 0- 00 N ~ '" ~ ./ NO DATE 0- SEE BLOCKOUT DETAIL THIS SHEET <D - ~o tj, ~@ 1:"_1 (_-or illl II GIR STOP (TYP) I I )1"-. ~ b 'Vl - "-' u @<( "- "':c ~b EJCD ,..., 7 1/2 CIP CONC DECK...... -2% 47 -0 34 -0 ROADWM i L-L1NE I -2% .... [J]I] # 6 'f N IJQI] # 6 11 1/2" 1:-_ _-or i( II ~ II ,..., II II II )"-. 10"xl0" BLOCKOUT BK Dm#4 TIE / TOP OF RDWY @ CURB LINE -,..., ~ :::; OVl IJM] 66 . "-' '- ~ @"- CONST JT :c '" I- ROUGHENED _0 EJe SURFACE 0JIJ66 TIE ;.., ',..., ~ :::; -<;> ,..., <;> @ [}Q[lp a> o . 1 1/2 CLR_ IIQI) # 6 (TYP ) . . OC ~[N .~~L- . 3 . . . 3' NEAR FACE N D:Qi]#6. illIJ#6 TIES. [@J#5.o::ill#4 TIE @ 1 -0 FAR FACE N [QI]#7,~#6. o::IIJ#4 TIE @ 1 -DOC 102 #6 TOP @ 1 -0' 0 C AND ITQQJ#8 BOT @ 8 0 C 3 50 g' ELEVATION SHOWN LOOKING BACK ON STATION LIMIT OF BLOCKOUT IIIIJ #4 EACH FACE CI:ill #4 TIE (TYP) BLaCKOUT DETAIL DESIGNED U WOO DRAWN L BOROS CHECKED 5 LEE H SCALE AS NOTEQ DA TE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE REvrsroN BY APPEND FI LE 0328XXXX dwg PRDJ NAME ALL DIMENSlDNS ARE IN FEET UNLESS OTHERWISE NOTED ~#4 TIES I I I I I I 11'- , , rT-37- Ia I .jL-j-- 11 /1 I /, I APPROX 2-0' -+ .. I .. I .. BASED ON HORIZ ,1 ,/1 ,/1 BAR SPACING /f I /1'" I /1L-r- I I I I I I ~ APPROX 4-0 BASED ON VERT BAR SPACING TIE SPACING DETAIL ~-- ~"- ~ exe tech Exeltech Consulting. Inc. ~ 2590 WIllamette Dr NE Lacey, WA 98516 Phone: 360 357 8289 Fax. 3603578225 lacey, WI. Seattl., WI. . Sat.m, OR . 14 -D" SECTION C) TIE EACH END OF LAP SPLICE I W/ WIR7da= " " Ii c=:E =---l~ 11-0" I ~ c==1 y " d 180" BEND WITH STD HOOK EXTERIOR FACE TIE BAR DETAIL -';' "" LEVEL LONGITUDINAL Y IJI[]# 6 x <( :::; r::Iill #4 STlRR -<;> @ [J]1J 66 <D .... ~ [}J1]#4 TIES 0:: N -' U . . L [jQQJ#8 @ 8" 0:: ,...,d sO" BEND ALTERNATE TIE BAR DETAIL CONSTANT WIDTH SECTION 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIERS 1 AND 6 DEI AILS PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX '150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 o o o ... Vl Vl 5 u "-' I- W 0:: U Z o u V9 I 0 Cj OF ! rq ';J 'I . . . ... N ~ ~ ! ... i 't ::; i ~ ;; 1 ~ ~ 5 ~ ~ ~ ~ o ~ ~ ~ ~ " 15 "f "' -6 15 f ~ Vi ~ 00 0; I ~ 00 N .., ~ ~ ;: NO DATE -.... '- S' '7 .... -'( -.... VJ VJ "-- Z -~ ~ <0 ~~ -~ ~ ~~ VJ "-- VJ Z -0 .~ 9 @ <0 @ i~ 11'-9" ~ #4 @ 1'-0" 2~#8 t:: $ [J]TI #5 @ 1'-0" F S 00#4 @ 1'-0" N S -BK OF PAVT SEAT iru-mr=- 1 I I I I I I I I I 1 I t BRG ~-t--I I I --1-1 I I -'$ ITill#6 F S & [j]'[] #4 N S REVISION BY APPEND ELEVATION DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED I DPIRES. U 03-07 e--_ --~ -~ ~- --...., exeltech Lacey. WA . Stattte, WA . Salem, OR Exeltech Consulhng, Inc. 2590 Willamette Dr NE Locey, WA 98516 Phone. 360.357,8289 Fa. 360 357.8225 I BK OF PVM'T SEAT------j I I t BRG I - ? SECTION C) [j]I] #8 IIill #5 - @ 1'-0" -<0 @ <0 """ o <0 SECTION FOR BARRIER WI STRUCTURAL SLAB DETAILS SEE SHEET V37 r 1" PREMOLDED JOINT FILLER [j]3] #4 @ 1 '-0" ITill #5 00#4 @ l' -0" [lli[] #6 C) ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 1 AND 6 WINGWALL PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 V10 iO OF I ,.. q, '7 u . q '" ~ I E' :1 '" . ~ ~ a. ~ ~ z ~ =' <..> <D ~ ELEV '" ~ 1 ~ -:;; 13 ~ -0 f . 'ii . 0 ~ ~ ~ i ~ i' G: ,,; 3 1 ~ <D . 0; I ~ <D N ~ '" i ./ NO DATE 0- CJ W / SHEAR KEY BACKWALL REINFORCEMENT SEE SHEET V9 SECTION C) 18'-0" D:ill#4n 17 SPA @ 1'-0" [ill] #5 NS &!:TIill#4 FS l' -0" 8 SPA @ 1'-0" [ill] [TI[] #6 NS & IJ:ill [J}ill #4 FS 8 SPA @ 1'-0" ELEV, 142 0 CJ W/ SHEAR KEY FINAL GROUNDLlNE ~ MATCH EXIST EXCEPT AS NEC - v-- 2 [ill] I' I \ I I I m+~ I +=- b= 2 [ill] #8 1-1 PIER 6 SOUTH CURTAIN WALL ELEVATION DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE REVISION BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED FOR LIGHT STANDARD BASE REINF SEE SHEET V47 w w 0 0 Vi Vi ~ "" ''T L5 n :z: "9 '", '- @ @ <( D- <( (f) D- ~ (f) ~ '" ""= ""= ~ ~ 9 '", '- - '<0 - <0 @ ~~ '<0 - - -e-- ....-..=..~ exeltech Lacey, WI. . s.ottIe, WA . SoIarn. OR '--"" -..... w w 0 0 Vi Vi "" "" L5 L:" :z: - '", @ @ <( <( D- o.. (f) (f) r-- '" ~ ""= ""= ~ ~ - '", '- '<0 - ... @ <0 @ ""=<( ""=<( ",0.. ~B1 ...(f) N - ... '<0 Exeltech ConsultJng, Inc. 2590 Willomette Or HE Lacey, WA 98516 Phone. 360.357 8289 rox 360.357.8225 BACKWALL REINFORCEMENT SEE SHEET V9 [ill] #8 [J}ill #4 :=~ '.... ........ .... ........ [lliJ#6 ...., SECTION C) 1 1/2" '..,. ........ ..., ... FOR LIGHT STANDARD BASE REINF SEE SHEET V47 (ALTERNATIVE B ONLY) 12'-0" SHEAR KEY DETAIL rnIl#4n 12 SPA @ 1'-0" cmJ#6 NS & 1:I@#4 FS 7 SPA @ 1'-0" [ill] #5 NS & l' -0" IJ:1[] #4 FS 3 SPA @ 1'-0 1'-1" #81 rrI-c:m:JH4 ELEV 1405 GRAVEL BACKFILL FOR WALLS TO 1'-0" BELOW FINAL GROUNDLlNE FINAL GROUNDLlNE NS ~ MATCH EXIST EXCEP AS NEC #6 2D:ill # #5 ELEV 1345 y//, /h / FINAL GROUNDLlNE ~S ~~ BENCH ELEV 1325 - - ~ ~~r~~ ~ ...., 3'-0" 3" CLR 2 o:m#8 -J SECTION ~ PIER 1 NORTH AND SOUTH &. PIER 6 NORTH CURTAIN WALLS ELEVATION ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 1 AND 6 CURTAIN WALLS PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 #4 #4 V11 l i) OF I C/(b . ~ . I ~ m f ~ i ~ :; ]" 2 "' ~ .:5 ~ ~ ! 'E ~ c 0 "0 ~ ~ j ~ ~ <6 ~ 6 15 ! ~ ~ '" . " I ~ '" N ~ ~ ~ / NO DATE ~ REVI SION BY APPEND DESIGNED M WOO DRAWN J SANFORO CHECKED S LEE H SCALE AS NOTED ./ ./ ./ ./ ./ ./ FINISH GRADE AT /' BASE OF ROCK WALL DATE 10/2006 DATE 10/2006 D ATE 12/2006 V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED o '" r-- '" fo- 0:: c:i "'0 00'" --,"'- --'+.... ~~~ TOP OF WALL ~~ ~ MATCH EXISTING GROUNDLlNt'Vl W AT RIGHT -OF-WAY LINE o '" r-- '" fo- 0:: o "'.... --'00 - ~~~ z'" 8~~ CDVl W PIER 6 k : STA 36+105 L ELEV 13250 -------------, I ,---------- I I L__________ 30' 0" ELEVATION ROCK WALL '", z ..,:. ::E 10'-3 1/2" I /12" STORM SEWER PIPE (SEE ROADWAY PLANS) I SECTION ~ ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE ROCK WALL V12 110- .& Exeltech Consulting. Inc. 2590 Willomelle Dr. NE Locey. WA 98516 Phone. 360.357 8289 Fox. 360 357 8225 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES ~:pz>"'--- ~ '''''''''''-. ..... exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 lacey, WI. . Seattle. Wi . Salem. OR OF <tJ . 0 w 0 0 w ... '" (f) u z (f) 0 :5 u U N "' 1f "- 0 1 w 0 0 w ... ! '" (f) u (f) z :5 0 ... u u ~ . a N a t If? ii'i ~ z 3 8 "' ... '" w ~ :; 1 ~ ~ 5 ~ -,; :> ! ~ 15 ~ o ~ ~ ~ ~ i ~ l' '" ,,; 15 ! ~ ~ il5 . ~ ... ! ~ '" N "' ~ 2 ;: NO DATE ~ 0:: (f) 'a GAP IN SPIRAL TO ALLOW PLACEMENT OF X-BEAM REINF PERMANENT CASING SHORING SEE SHEET V14 -", :r: u >- 0:: -r<") S' @ z ':] 0 <( W '" U c: :::J (f) 8; ~8 Cl --' W ...~ :r: ~ 0:: '<0 @ '" o Cl W Cl --' W ~ -", g u :::; "- (f) "- :5 -9 -co <t COLUMN & SHAFTS * -on ~=I -1 l L J -N EL D 40[2] #11 -v -L.() I -cD ALTERNATE SPLICES AT MID OF COl AS REO'D CONST JT W / ROUGHENED SURFACE , -9 -0 , -on * _J -9 in -'7' -on ~5' a: a -N W '-- U - :::; '" 8; @ Cl W g W ~ ~ 0:: (f) B; 5~ W "'u 0:::; taB; Cl --' W ~ EL C -9 -0 N -V :r: u N >- 0:: -N S' :::- z 0 '" W @ U :::; '" --' (L z <( (f) Vi '" Cl <( 0:: u W (f) Cl >- --' Z <L> W W '= ~ z EJ <( '" '" W (L EL B, ELEVATION OF BOTTOM OF REQUIRED CASING * SEE TERMINUS DETAIL, SHEET V14 12[D #11 & 58~#11 ] /ELA * ELEVATION DESIGNED ~ WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE REVISION BY APPEND FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED "..-- /"~ exeltech --.s..":'... --....... e" l.Gcey, WA . Seattte. WA . Solem. OR <t COL 40 o:Ji! 11 n:: w iL B SECTION C) <t SHAFT & COLUMN I PERMANENT CASING IT] #6 SPIRAL 9'-D"~ SHAFT n:: w iL - ------eI 40rn#11 TOTAL 70 CD & W#11 SECTION C) <t SHAFT & COLUMN 9'-0"~ SHAFT n:: w iL B 58W #11 9 ACESS TUBE FOR CSL TESTING SECTION ~ A B C o 2 5 2500 (LT) 600 (LT) 2400 (RT) 16.00 (RT) 6300 (LT) 4400 (LT) 6200 (RT.) 54 00 (RT) 7500 (LT ) 6600 (LT) 74_00 (RT) 6600 (RT) 12995 (LT_) 12994 (LT_) 12995 (RT.) 129 94 (RT) Exellech Consulhng. Inc. ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE 2 AND 5 COLUMN AND SHAFTS V13 \ IJ OF lGv PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 Willomette Dr HE Locey, WA 98516 Phone. 360.357 8289 Fox' 360357.8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 PIER . . . AL TERNA TIVES TO DEFORMED BAR FOR SPIRALS - CMP COLD DRAWN WIRE r DEFORMED BAR PLAIN STEEL BAR DEFORMED WIRE COLUMN MSHTO M 31 GR 60 MSHTO M 31 GR 60 AASHTO M 32 MSHTO M 225 I #6 3/4"0 W44 D44 ~ ~ ~ 7" x5" FOAM SEAL BETWEEN C M P AND COLUMN - THE EVAZOTE 380 ESP FOAM SEAL, OR APPROVED C) EQUAL INSTALLED PER MANUFACTURERS SHAFT BAR LIST SECTION RECOMMENDATIONS ALL REINFORCING SHALL BE MSHTO M31. GR 60 SPIRAL BAR~ 1" 6" 1" PIER 2 LEFT SHAFT I I I I MARK SIZE NO LENGTH BENO TYPE wr LBS <t COLUMN & SHAFT 7"x5" FOAM SEAL ATTACHED /\ limD WELD OR 1 11 58 49'-6" STRAIGHT 15254 "'\r TO CMP WITH EPOXY (TYP) SHOP WELD(j/8\J/16)..-' '-3 OR 3/8\3/16)"} '-6 SHOP WELD 2 11 12 25' -0" STRAIGHT 1594 THE EVAZOTE 380 ESP FOAM SEAL. OR APPROVED 3 6 1 1597'-10" SPIRAL 2400 EQUAL INSTALLED PER MANUFACTURERS 4 6 1 1786'-3" SPIRAL 2683 ~ RECOMMENDATIONS fA\. WELDED LAP SPLICE DETAIL I TOTAL I 21931 I PER SHAFT ~,-/ I ~INAL GRllImD UNE WELDING SHALL MEET THE REQUIREMENTS OF STD SPEC 6-02 3(2~E FOR WELD DIMENSIONS S E TABLE ABOVE PIER 2 RIGHT SHAFT ~,.~ f I ~~ MARK SIZE NO LENGTH BEND TYPE wr LBS ~~ ~ 1 11 58 49' 6" STRAIGHT 15254 i ~~ 2 11 12 25'-0" STRAIGHT 1594 I 0 r=~\~ 3 6 1 1597' 10" SPI RAL 2400 4 6 1 1786' -3" SPIRAL 2683 <.:> z I 1 rPERMANANT GALVANIZED C M P ii: ) I I 21931 I PER SHAFT 0 'V WITH 6" VOID AROUNO COLUMN MAY BE FIELD TOTAL :I: If) ) BENT (TYP)_ <.:> I I z I BACKFILL WITH CONTROLLED U ) ~ ~ DENSITY FILL (CDF) PIER 5 LEFT SHAFT u >- i z \~V~ BEND TYPE wr LBS w I MARK SIZE NO LENGTH z '( <( I 1 11 58 59'-6" STRAIGHT 18336 '" i 0:: I 6" ,;:;) 12 25'-0" STRAIGHT 1594 w 4 2 11 CL I OPENING -=- -~ 3 6 1 2101'-1" SPIRAL 3156 I i jEL C T 4 6 1 1786' 3" SPIRAL 2683 I I I TOTAL I 25769 I PER SHAFT I I 9'-D"0 DRILLED SHAFT LAP SPLICE DETAIL FOR DEFORMED BARS ONLY PIER 5 RIGHT SHAFT <.:> USE WELDED LAP SPLICE DETAIL z I / 1n FOR SMOOTH WIRE SPIRAL <( I MARK SIZE NO LENGTH BEND TYPE WT LBS u >- F= 1 11 58 49'-6" STRAIGHT 15254 z w 2 12 25'-0" STRAIGHT 1594 z 11 <( '" . 3 6 1 1597'-10" SPIRAL 2400 0:: I w 3 WNAi'S DF SPIIW. J 4 1 1786'-3" SPIRAL 2683 CL rEL B. ELEVATION OF ~WELDED SPLICE 6 I BOTTOM OF REQUIRED CASING AT END OF I I 21931 I PER SHAFT SPRIAL TOTAL I l g INWM V SPIRAL~ SHORING DETAILS PIER 2 LEFT COLUMN ONLY I (0) I TERMINUS DET AIL (0) ~ DETERMINED FROM PLANS WEIGHT DOES INCLUDE WELDED SPLICES DESIGNED M WOO DATE 10/2006 - 8TH STREET BRIDGE REPLACEMENTS V14 DRAWN J SANFORD DATE to/2006 e,,_ Exellech Consulhng. Inc. ~ PUBLIC WORKS DEPARTMENT CHECKED S LEE DATE 12/2006 I~ l, t\i ---- .....~... CITY OF PORT ANGELES VALLEY CREEK BRIDGE J; l,( ~- -"", 2590 W,IIomeffe Dr HE H SCALE />S NOTED V SCALE NONE exeltech Locey, WA 98516 321 EAST 5TH STREET POBOX 1150 OF ~, Phone, 360 357 8289 PORT ANGELES, WA 9B362 PHONE (206) 457-0411 SHAFT DETAILS FILE D328XXXX dwg PROJ NAME lacey. WA . Seattle, WA . Salem. OR Fox' 360 357.8225 PIER 2 & 5 COLUMN AND I C; ~ ALL DIMENSIONS ARE IN FEET NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED DPIRES- U-05-07 '" ~ { ! ~ o '" o t ~ ~ t;: ~ ~ z '" 3 8 "' .. or ~ ~ ;;: 1 ~ f ~ ~ ! 15 & o ~ o '" j i J5 g- r;: -b is f ~ ~ ~ & " ! ~ ~ '" ~ i --- a. 45 -6' 2'-9" 4 @ 10'=40'-0" 2'-9" 8 -3" 14'-6" 14'-6" 8'-3 . <t GIR A <t GIR 8 <t GIR D <t GIR E <t GIR C 'm '-' -t- o:: -t- -t- -t -r- lD B - ,- ~T'\ :::; / "- <{ -'f '\ -+ w <:' I lD ;-, I \ I -N I \ x ';> I- I - B i-- \ I \ I -~ \ I \ I '-' -'f \ I \ I 0:: N lD ;-, '\ / '\ / "- ~~ '- / =1_ B _1_ -r::: ------ -", ~ I 1 . ~ 0 N 0 a. ~ '" z . 0 ~ ~ ~ ~ ~ on ... or w ~ ]' ~ ~ 5 !' f u '& u c 0 ~ ~ ;0 ~ g- i Ji 1 "' ~ ~ ,,; f ~ ~ 10 . n -.; r ~ '" N n ~ ~ /' NO DATE 0. EL A ~ [ill REVISION ~ PLAN SEE GIRDER SHEET fOR EXTENDED STRANDS fL~ '"'' ~ \0016 1200#11 <t GIR E <t GIR C <t GIR D Ir ~bD" '" (TIP) <t GIR 8 .~ <t GIR A ~ 8 v---I I r---- ./" ---\ ~ - - - -I , r - , ___::r~_._- ----1:::=-- ...._-..... ,---.... -- , , '----.. ___.J '" '----.. -~ ~- f-----QQ] # ' , , \ :,' :1: -... , , I I -..., :': I! HllliE "' -----Jj:: JL ' , -~ I I , , , , I I --'I }2 31 ' , I '--" " , , , I , I \ ' , r- -ti , , , , 6 I I , I , I ' , \ " , I I I - 1 ' , " , , I I " I I rjEL F ~ , , , EL D\ r L______J ' , EL E~ L ___ ___ _ J "----- _J r , '-______..J '-______..J --- - "'" - --- - - 3 g - 10 []I] /1 / / "~~ / ~ t-L ~ , 1 \ \ / t- i= / 1'-1 1/4" / 1 -1 1/4 1 Llo []Q] #11 I ou #6 TIES I I I 23 #6 EF - I 2 SPA @ 1'-1 1/4" I 8 -3" (TYP AT GIRDERS) l' ~6 TIES , 8'-3" 4 SPA @ 1'-1 1 , 6 5/8" L / ~. \001' ~#6 STIRR "&~#6 TIE OD #6 STIRR & IKJ #6 TIE 6 5/8" 9 SPA @ 7 1/2 = 5" (TYP BETWEEN GIRDERS) EL B 6 TIE []] #4, TYP #11 6 SPA @ 6 5/8" ; 3'-3 3/4" (TYP AT GIRDERS) ELEVATION DESI GNED M woo ORA WIll J SANFORD CHECKED 5 LEE H SCALE /oS NOTED lacey, WI. . Seattle. WI. . Salim. OR DATE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE ~- "-......... --..... ~ Exe"ech Consulting, Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES ---- ~ 2590 Willomelle Dr. HE Locey, WA 98516 Phone' 360.357.8289 rax 360.357.8225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN rEET UNLESS OTHERWISE NOTED EIPIRI:S: 11-~0'l' TABLE OF ELEVATIONS LOCATION @<t A B C D E F PIER 2 14369 14369 14411 13550 13595 13550 PIER 5 14363 14363 14410 13549 13594 13549 BOTTOM OF GIRDER ELEV. @ ct OF BEARING GIRDER lA lB 1C 10 1E PIER 2 13579 135.99 13619 13599 13579 SPAN 1 GIRDER 2A 2B 2C 20 2E PIER 2 13581 13601 13621 13601 13581 SPAN 2 GIRDER 4A 4B 4C 40 4E PIER 5 13580 13600 13620 13600 13580 SPAN 4 GIRDER 5A 5B 5C 50 5E PIER 5 13578 13598 13618 13598 13578 SPAN 5 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 2 AND 5 CROSSBEAM PLAN & ELEVATION V15 1/5 Of I ~~ . . . SEE DETAil It PIER I N n 1200#11 (TYP) SLAB REINF CD . . . . l . I ----l , I ,---- 00 #6 BETWEEN GIRDERS(TYP ) DI]#6 BTN GIRDERS (TYP) I -r~-i-- - tt- i-0- L:r I r- I. I CONST JOINT WI ROUGH SURF lEVEL PERPENDICULAR TO CROSS BEAM . END OF GIRDER 16"0 BLOCK OUT lliJI/4 TIES (TYP) ffiJ #6 TIE CD [RJ #8 BTN GIRDERS (TYP) ~ 00#4 TIES @ 1'-0" ~ m 9- o N o t ~ ~ '" ;S i "' .. OAK BLOCK TO REMAIN -'f IN PLACE (TYP) 10 []I] #11 CONT [R] #6 STIRR -N ........ []D#6 E F @ EO SPA wi 2'-0" MIN SPl N ~ w a: '" ;; ]' ~ ]' u <[) I -<.0 -9 <0 ~ " ~ ~ ~ 1000#11 CONT ~ ~ .g ~ ~ ~ ~ ~ g- o: ,,;- 15 1 7'-0" SECTION @ ~ " ; ~ ~ N n o ,,; ~ ;: NO DATE DESIGNED ~ WOO DRAWN J SANFORO CHECKED S LEE H SCALE AS NOTEO DA TE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE -- ,--- /' C1D/6 TIE. (TYP) BTN GIR ~ ::;; II: I I III I I il I ,," -...., L I I ~ / " -TT-. ~~____.____. \ :~ 1.. . . (~. . . . . f . t - ,-TIT-i ", ,,/ ,-TIT-i :1: : "I ~~. ~p.~ "i+-+I: I I I ,I I i I I f OU f w ~ ~ : ~. - c:: _ w'0 a:: "" w a:: ::::> f-- u ::::> a:: f-- (/') a:: w D- ::::> (/') It GIRDER A It GIRDER B w a:: ::::> f-- u ::::> a:: f-- (/') CD ::::> (/') CROSS BEAM CONSTRUCTION SEQUENCE CD CROSS BEAM CD PLACE GIRDER ON BLOCKS CD DIAPHRAGM STAGE 2 CD ROADWAY SLAB @ COMPLETE DIAPHRAGM .:E2L ExeRech Consulting. Inc ~ PUBLIC WORKS DEPARTMENT CITY OF' PORT ANGELES ---- ..... 2590 Willome"e Dr. HE Lacey. WA 98516 Phone' 360 357.8289 Fax' 360.3578225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 REVISION FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED exeltech Lac~. WA . Seoffle, WA . Salmt., OR 00 #6 TIE TYP AT GIR rnJ #6 00 #6 STIRR TYP ~ : :1 I II I I I L_ 00#6 TIES @ COl IN PLACE OF []I] #6 STIRR / []D#6 STIRR TYP " . . . / .\ - - - i - - - --- t + - - - + - t--. ..............,..... ....r..." '" .T.... ,-Tl / I " I I I I I ~ 00#6 SECTION It GIRDER C & CROSS BEAM It GIRDER D (J) APPROX 2'-0" BASED ON HORIZ BAR SPACING ~ APPROX. 2' -0" BASED ON VERT BAR SPACING TIE SPACING DETAIL 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 2 & 5 CROSSBEAM DETAILS It GIRDER E V16 1/0 OF i c;Q7 . . . o o w 0 t; ..,. '" V> o V> 6 :5 o 0 N ,.., I g .~ ~ ~ " '" V> ! ~ ~ . 0 0 i t ~ ~ z '" 3 8 . .. '" w ~ t ~ ,:; ~ ;j! i GAP IN SPIRAL TO ALLOW PLACEMENT OF X-BEAM REINF CASING SHORING M :I: ~ 0:: =nS' @6 V> w --'0 ~i2 "-v> V> ~~ LJ~ "9 """ :I: ~ 0:: w- o :::; "- V> '", @ V> "- ~ ~ ,~ i o 15 o e o ~ ~ ~ ~ ~ l '" 5 ~ ! o ~ ilj o " ! " .l' ~ N ,.., o ~ ;: NO DATE M "7 in N REVISION ".., 1. COLUMN & SHAFT * f I 1 LLJ "'f' ".., :I: ~ ~ ~ " w -~ ~ '- --' ~ "- V> 0:: W n:: B 1. COL ..., 'f' "en 40[&]#11 "9 "0 12[}[] #11 & 58[}O #11 '" @ w '" ~ g o::~ V> '" "'" "N * EL D -v TOTAL 7000#11 & 00#11 C) r SHAFT · COLUM' SECTION 40~#11 --' <<: :I: '" 0 a:::t: V> "- '" ' "",N E]; ALTERNATE SPLICES AT MID OF COl AS REQ'D "- :5~ w gs~ ","- wV> '" --' w ~ 9'-0"0 SHAFT -lD I -<.0 PERMANENT CASING 00 #6 SPIRAL CONST JT W! ROUGHENED SURFACE EL C "'f' -..,. N -v :I: '" -N ~ 0:: "N ~ '- :z 0 ..., w '-' @ 0 :::; :z --' "- Uj <<: V> <<: '" 0 0:: Cl f- V> W Cl :z '" --' w w :z "'" ~ <<: EJ ::;; '" w "- 0:: W n:: --B 40[&]#11 00 #6 SPIRAL SECTION C) EL B. ELEV OF BOTTOM OF REQUIRED CASING * 1. SHAFT & COLUMNS 9'-0"0 SHAFT * SEE TERMINUS DETAIL. SHEET V18 3 4 1. PIER A -500 -200 8 3300 3600 58 []I] #11 C 4500 4800 0 13057 13050 9 ACCESS TUBES FOR CSL TESTING SECTION (;) ] [ -$ I" ~ELA * ELEVATION DES I GNED ~ woo DR A WN J SANFORD CHECKED S LEE H SCALE AS NOTED &- ~ 8TH STREET BRIDGE REPLACEMENTS V17 Exeijech Consulting, Ine PUBLIC WORKS DEPARTMENT ~- ---. CITY OF PORT ANGELES VALLEY CREEK BRIDGE I j7 /'" -....... 2590 Wlllomette Or NE e X e I t e c h Lacey, WA 98516 321 EAST 5TH SlREET POBOX 1150 OF Phone' 360.357.8289 Lacey, WI.. . SeottJe. Wi.. . Salem. OR Fax. 360.357.8225 PORT ANGELES. WA 98362 PHONE (206) 457-0411 PIER 3 AND 4 COLUMN AND SHAFTS I~ib DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE FILE 0328XXXX dog PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED . . . ~ AL TERNA TIVES TO DEFORMED BAR FOR SPIRALS DEFORMED BAR PLAIN STEEL BAR COLD DRAWN WIRE DEFORMED WIRE AASHTO M 31 GR 60 AASHTO M 31 GR 60 AASHTO M 32 AASHTO M 225 SPIRAL BAR~ 1" 6" 1" I I I I #6 3/4" ~ W44 044 SHOP WELD 'f /\ ;FIELD WELD OR ,'../ '- 3 OR j/~(j/1 oj J '-6 SHOP WELD , WELDED LAP SPLICE DET AI L WELDING SHALL MEET THE REQUIREMENTS OF STD SPEC 6-02 3(2~E FOR WELD DIMENSIONS S E TABLE ABOVE SHAFT BAR LIST ALL REINFORCING SHALL BE AASHTO M31, GR. 60 - ./ ~~ MAY BE FIELD C BENT (TYP) - I L I \~V ~/,4V PIER 3 LEFT AND RIGHT SHAFTS .7' SIZE NO LENGTH BEND TYPE WT LBS I MARK 51 11 58 49'-6" STRAIGHT 15254 52 11 12 25'-0" STRAIGHT 1594 SPLICE DETAIL 53 6 1 1597'-10' SPIRAL 2400 LAP 54 6 1 1786'-3" SPIRAL 2683 FOR DEFORMED BARS ONLY USE WELDED LAP SPLICE DETAIL FOR SMOOTH WIRE SPIRAL I TOTAL I 21931 I PER SHAFT PIER 4 LEFT AND RIGHT SHAFTS MARK SIZE NO LENGTH BEND TYPE WT LBS F 51 11 58 49'-6" STRAIGHT 15254 52 11 12 25'-0" STRAIGHT 1594 t 53 6 1 1597' -10" SPIRAL 2400 3 ~ or sp,~j "- 54 6 1 1786' -3" SPIRAL 2683 ~WELDED SPLICE AT END OF SPRIAL I TOTAL I 21931 I PER SHAFT SPIRAL~ g ~ I::: TERMINUS DETAIL I (0) I (0) N DETERMINED FROM PLANS WEIGHT DOES NOT INCLUDE SPLICES DESIGNED M WOO DATE 10/2006 >> 8TH STREET BRIDGE REPLACEMENTS V18 DRAWN J SANFORO DATE 10/2006 I\f'~ e.- Exeltech Consulting, Inc. ~ PUBLIC WORKS DEPARTMENT CHECKED S LEE DATE 12/2006 ~~ --- CITY OF PORT ANGELES V ALLEY CREEK BRIDGE II 1; ~ -", 2590 WillameHe Or HE H SCALE />S HOTEO V SCALE NONE exeltech Lacey. WA 98516 321 EAST 5TH STREET POBOX 1150 OF Phone. 360357.8289 PORT ANGELES, WA 98362 PHONE. (206) 457-0411 FILE 0328XXXX dwg PROJ NAME loclI'(, WI. . Seattle. WI. . Solem. OR Fax' 360 357 8225 PIER 3 & 4 COLUMN AND SHAFT DET AILS lSctJ ALL DIMENSIONS ARE IN FEET NO DATE REVI SION BY APPEND UNLESS OTHERWISE NOTED DPIRES 11 03 07 N ~ ~ m ~ ~ ,;; ~ ~ ~ i ~ z 3 8 ... ... ~ '" w ~ i ~ 'i .:; ~ ~ ! ~ '& ~ o ~ ~ ~ ~ ~ ~ 1 Ii: 6 1S 1 ~ .. r ~ '" N ~ i /' a. . ~ t 1 ... ~ '" N '" ! ~ z . '" ~ ~ ~ ~ i ~ ... ... '" '" ~ ~ i ~ f ~ ~ ~ ~ .g .g ~ ~ ~ i J5 i "' ~ ~ ! ~ ;g . ~ -.; r ~ ~ N ..., ~ ~ NO DATE ...- 0- 2'-9" 45 -6 4 @ 10'~40'-o" 2'-9' 8'-3" 14 -6" 14'-6" 8'-3" It GIR A It GIR 8 It GIR C It GIR 0 It GIR E .", r.:J -t- a::: -t- -t- -r- 0] tfI'\' ~ .....- ::;: 'r.p / " -t C5 / "- 0] .", .,:, f \ I N \ x I :9 I- I - ~ ;.... \ I \ I .,:, \ I \ I r.:J "- / a::: :~ \ / " / 0] N / '" " " / ~ " /~ -L ---- :::1_ 0> EL A. ~ mJ REV! SIDN TABLE Of" ELEVATIONS LOCATION @ t A B C 0 E F PIER 3 14426 14426 14473 13611 13657 13611 PIER 4 14419 14419 14466 13604 13650 13604 BOTTOM Of" GIRDER ELEY. @ It Of" BEARING GIRDER 2A 2B 2C 20 2E PIER 3 13641 13661 13681 13661 13641 SPAN 2 GIRDER 3A 3B 3C 3D 3E PIER 3 13643 13663 13683 13663 13643 SPAN 3 GIRDER 3A 3B 3C 3D 3E PIER 4 13636 13656 13676 13656 13636 SPAN 3 EL B GIRDER 4A 4B 4C 40 4E PIER 4 13634 13654 13674 13654 13634 SPAN 4 ~ PLAN SEE GIRDER SHffi FOR EXTENDED STRANDS SlAB REINF \00 16 fr" 00 I" It GIR E ~r- It GIR B It GIR C t GIR 0 ~ It GIR A VE~ Qu#4 TIES (TYP) ~ r---.. 0/ I r-=- - -\l- _ - "-~- , - r - , -r-- (- --. L.__..... ~ :r----- ~~-l:___ "---- --~ , ~ -- 'a: L.___ r---~ ~ ~- I \ 1 , ~: .... I I I' '--I 80 I I '" tllijjfrI \ ' , ! f 'I' -----u::: II ' I :1: I I " I I I I , , IL -'I j,2 TV \ ' I , , , , I I I " ---, \ ' I "ii I I I I 6 ' I , I , , I I I I -=' \ ' , , , 1 I' I' , , , , I' I I - riEL F ./ - , , - EL E- L ___ ___ _ J L J ~ EL 0\ ' , l. - J l. J '-------....) ~- - - - - - - - - -------- - 3 g -10 71 ^ / 12~ / / 3 ~ / / ~ / 1 ./ V 1'-1 1/4" J 1 -1 1 4 I LlO []QJ#11 I rn #6 TIES I I I 73 #6 E F - I 2 SPA @ 1'-1 1/4" I 8'-3" (TYP AT GIRDERS) l' ~6T1ES 7" 8'-3" 4 SPA @ 1'-1 1 65/8" L I l, \00/' ~#6 STIRR ,,&~#6 TIE 0[] #6 STIRR & [}D #6 TIE 6 5/8" 9 SPA. @ 7 1 /2 ~ 5-1 (TYP BETWEEN GIRDERS) ~#6T1E OIJ #4, TYP QO #11 ~ 6 SPA @ 6 5/8" ~ 3'-3 3/4" (TYP AT GIRDERS) ELEVATION DESIGNED M woo DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED Letty, WA . SeottIt. WA . Solem. OR DATE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE ~- ~ Exe"ech Consulting, Ine. PUBLIC WORKS DEPARlMENT CITY or PORT ANGELES --- ~ ............. ....... 2590 Willome"e Dr NE Locey, WA 98516 Phone: 360 357.8289 r ox 360.357.8225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 BY APPEND FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 3 AND 4 CROSSBEAM PLAN & ELEVATION V19 \ I q , L OF l~ct { 00 #4 TIES @ l' -0" t ~ 10 [Ij] #11 CONT ~ i 5 ... '" '" '" w 0: ~ 1 ~ 1 1i' !i! ! . . . N '" ! ~ ~ 0> N 0> -N '-- "( -<0 -9 -<0 ~ '5 c o ~ "'" ~ j i' .13 of: ~ 6: ~ 1 e in ~ ~ u ! ~ ~ N '" i ~ NO DATE SEE DETAIL It PI ER I 12 [][J#11 (TYP) SLAB REINF 00 #6 BTN GIRDERS (TYP) . . 00 #6 BETWEEN GIRDERS (TYP) I 1--1-- =F i -w- L:r ' f- I - I END OF GIRDER 16"~ BLOCKOUT []fJ/4 TIES (TYP) []I] #6 TIE CD CONST JOINT WI ROUGH SURF LEVEL PERPENDICULAR TO CROSS BEAM 00#8 BTN GIRDERS (TYP) OAK BLOCK TO REMAIN -'7' IN PLACE (TYP) [IT] #6 STlRR 00#6 E F @ EO SPA wi 2'-0" MIN SPL 10 []Q] # 11 CONT 7'-0" SECTION @ DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE REVISION BY APPEND FILE o32BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED I I T1 I III I II : []I] #6 I I ~ I I I I I I I I w I I I I I I II ~ ~O~ . il: - I~I: ~'1 J ~ ~ I : I I ,,/ ',I I I I I / ~ <Xl. L - t -i- -.--! ~~/ _______ . _______ . ";0 . .-.t +. -. ~ .... ~ :- . . . . . . . . . .... .../ ... '-\ . ~ i -{- -- -+ +- - - - - -i - - - - - - t +- - - t- - t-- . m ~ -.----. -.----;r..--.--!-...--.-.-- ...-------. --..------... ---.----. ~ . . . . . . . . T . . . ;. T . . . . r-TIT-i' // r-TIT-i ,--,-j " " : I ; : '1 ~:. ~P~: . i+-+I! i .. ow ow ow .. i i I I I. . Iii I I I I ~ ~'"' ~ ~ It GIRDER C & CROSSBEAM ~#6 TIE. (TYP) BTN GIR ~ #6 TIE TYP AT GIR [1[J #6 STIRR TYP illJ#6 STIRR TYP 00#6 TIES @ COL IN PLACE OF DIJ #6 STIRR B' W 0:: ::0 >- U ::0 0:: >- U1 0:: W "- ::0 U1 It GIRDER B It GIRDER A It GIRDER D SECTION ~ -- W 0:: ::0 >- U ::0 0:: >- U1 CD ::0 U1 CROSSBEAM CONSTRUCTION SEQUENCE APPROX 2' -0" BASED ON HORIZ BAR SPACING CD CROSSBEAM CD PLACE GIRDER ON BLOCKS CD DIAPHRAGM STAGE 2 CD ROADWAY SLAB @ COMPLETE DIAPHRAGM , TIE SPACING DETAIL -~- 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PIER 3 & 4 CROSSBEAM DETAILS ~ Exettech Consulting, Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES -~ --- -'- -- 2590 Willomette Dr NE Locey, WA 98516 Phone. 360 357.8289 Fox 360357.8225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 Lacey, WI. Seattle, WI. . Salem. OR It GIRDER E V20 160 OF i S, <:b . ] . [ ~ 0> .... '" '" N '" 0> ~ -' ~ '-' Z ~ s; 1 ~ f ~ <;> ~ ~ ~ 'il 0 ~ ~ ~ j .!5 c g u: ~ 3 i: J ~ ;!j . .. I ~ '" N 8 '" ~ ~ - ~ <t ELASTOMETRIC BRG PAD I o ~ II I II o(j~ 11,-1-111 ~i III I III ~ ~~ III 1 III '", ~~ ~W---S:>_ - - -----Jtl- - -jl~ - -;:;;~ ----"";s;-- III I III .~; III III ~ IlL _1_ ~II ~ ......... 8" 8" ~B ~ 1L t-BEA:1::"PAD ~ RECESS 1" ~ PLAN '"V BEARING IN GIRDER ELASTOMETRIC BRG PAD 1'-4" x 2'-6" \i60 DURO METER) <t BEARING PAD t.\ LEVEL \ 'I ~ 'it "ECESS 1.1 (TYP) L\ I y 1" ~ \ ~A-'" II 1" ALL AROUND I \ T I I I r-' I J GROUT PAD (SEE DETAIL THIS SHEET) -1\- ~ I \.- RECESS VIEW C) NO DATE REVISION BY APPEND <> \-'- BOTTOM OF GIRDER DESIGNED M WDD DRAWN J SANFORD CHECKED 5 LEE H SCALE AS NOTED DA TE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED lot K~ I, t; , ~~ ~IO iXPIRE9 U 03-07 2 -8" x 11" x 1/2" ELASTOMETRIC PAD ON EACH SIDE OF GIRDER STOP (TYP) BOND TO GIRDER STOP WITH APPROVED ADHESIZ GIRDfR STO~ 5/8" FROM FACE OF GIRDER TO FACE OF GIRDER STOP (TYP) - <t GIRDER -----J~ I '\\ 1/8" GAP BETWEEN I _~LASTOMETRIC PAD AND GIRDER (TYP) I ~ 1" CHAMFER (TYP) 1 1]",:, ~ ,,; '- ~~ ~ ElASTOMETRIC ~EARING .); PAD (SEE DETAILS THIS SHEET) 3/4" RECESS - L 1 1/2" @ <t BRG SECTION G) GIRDER SEAT GROUTING DETAIL NOTE GIRDER STOPS SHALL BE CONSTRUCTED AFTER GIRDER PLACEMENT <t GIRDER r ~ I 9i I :-r- - - - t- -- o <{ Cl. ~ 1'-3' k '00 "'I" "- I I I "00 l' -J" PLAN '"V ELASTOMETRIC BEARING PAD DUROMETER HARDNESS = 60 OUTER LAYER 1/4 1/4" (TYP) (TYP) '1 I I * * v, I ;9 - 14 GAUGE SHIMS ~ '" . '-- Q. ~ ( ~SEE nn All fE" \.::.- SECTION rD\ ** UNLOADED HEIGHT 5.1" . ~ LOADED HEIGHT APPROX. 5.0" SERVICE DL = 226 KIPS SERVICE LL 100 KIPS e.- ~ .~ Q. :::-~ ~ ~ ---- .~ ........ Exeltech ConsuHing, Inc. 2590 Wlllomette Dr NE Loc.y, WA 98516 Phon.. 360.357.8289 Fax. 360 357.8225 exeltech Lac.,. WI. . Seattle. WI. . Sclem. OR PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 SLOPE <t GIRDER I I I [ ELASTOMETRIC BRG PAD 1 ~l r (TYP) ;-~i-- --r=P~ / ~~ I~ LEVEL TRANS & LONGIT '< ,," SECTION (;) L3/4" RECESS It GIRDER & GROUT PAD / FACE OF STEM WALL V <> <;> a:: w .~ >- ~ J 0:: ::> """" '- 0 a::C) I 'm a::z <Do ""<< 1-- -~:ci - ..",Q.- - - \::::.) 'm <;> <;> 'c:' '- 1'-4" I 1'-4" FACE OF ABUTMENT ~ a:: w ~ :r: u PLAN '"V GROUT PAD'- 14 GAUAGE SHIMS I 'S I LOCATION NO OF BEARING PADS 1/4" COVER PIER 1 PIER 6 5 5 DETAIL C) 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE BEARING DETAILS V21 )~I OF \~Cb . . . N ~ I E ~ ~ 9- ~ t N ~ ~ ~ '" I ~ 1 ~ 1 1i' ~ J ~ 'l5 ~ 0 ~ ~ ,. j ;; .!5 f li: -6: 15 ~ ~ ~ ~ '" ID .., ! ~ '" N ~ ~ ~ /' NO DATE a. REV] SION 152' -0" ~ SPAN 1 It INT DIAPH It INT DIAPH f--It PIER 1 I I 'N I I ~ -; I I -..,. I -0 ..,. " '0 ',:, @ 1:-- '" ..,. if'. Vl N '- -; '..,. BY APPEND It GIR lA - -:IR-l~ - - -1- - -1- - - - ----,- - - - ----,- - - - ----r - --~t----'---- _ ~R_l~ _ _ _ ----1...- _ _ _ ----1 _ _~1~1~___~___~_ I It BRG EDGE OF SLAB, (TYP) DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE I>S NOTED DATE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE It INT DIAPH I 'N 2'-9" '- I I -; ..... '0"> 00 ..,. It PIER 2 155'-0" ~ SPAN 2 It PIER 3 It VIEWPOINT AND INT DIAPH 47'-0" a.. ~ I<'~ 0- It INT DIAPH I 2'-g" -'? '", 25'-0" 25'-0" .... " '0 I I I l Itm~ 111---- I --r-------r----- I I I I + I 1 ItGIR 2B --ti- 1---- ---,------r-----fl I ill :; l -UNE I -tIT- -~-"---+- ---~-~~11~ I' H- - - - + - - - -'------ - - - ---'--- - ~ '"f : L____~___L___l_~~E J II: I r-r--It BRG if'. Vl N '- ItBRG -l -; '..,. FRAMING PLAN -~ ~""'- ~- ---..... "~ FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED exe tech KXPIRES 11-03-0'1 Lacey, WA . s.attIe. WA . Safem. OR SPAN 1 & 2 "N '- 2'-9" -; -.... '0 ..,. " "0 @ -':' '00 <( .... a.. Vl .... 'N '- .... , -..,. Exeltech Consulting. Inc. ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE FRAMING PLAN SPAN 1 AND 2 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 Willamette Dr HE Lacey, WA 98516 Phone 360 357.8289 Fox 360357.8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457 0411 V22 )J. OF ) 7~ . . . N m I j m 9~ '" N '" t ~ ~ ri ~ ~ j;? ~ ~ 1 ~ ~ '" ~ c ;> ~ '& ~ 0 ~ ~ 50 1 ~ J5 1 "' -c; 15 ! ~ ~ ~ ~ ! ~ ~ ~ i /' NO DATE ~ t PIER 4 t PIER 3 I t PIER 5 138' -0" ~ SPAN 4 152' -0" ~ SPAN 5 155' -0" ~ SPAN 3 t PIER 6 ''f' 'co ..,. 2'-9" 2'-9" tiNT OIAPH 2'-9" tiNT OIAPH tiNT OIAPH t INT OIAPH t PIER 3 t INT OIAPH tiNT OIAPH tiNT OIAPH I I I 2'-9" I I I '", 2'-9" I I '", '", I ~ 'N ~ I I 1 ~ I ""t 1 ~ ""t I I I ""t I I I '.... I I ""t '.... '.... '.... It GIR 3A t- tGIR 4A - I,t=~:::: I Ih~=~9 - -It-GI:-:T - - -1- - -I-- II I --1---1---1- '0 I I It GIR 4B '0 ..,. - - - ----,- - - - ~ - - - -------r -- 1- T- - -,- - -1- - - -----r- -=ti:--~+j8---~-4 .... II :---~I----~~~t-:~ ~!ft--~-t----I---t ~ II '0 '0 ''f' @ @ '<Xl .., .... rt "- (/) _ _It-EI~ _ _ _ ~ _ _ _ ----1 _ ~ I I +-- t GIR 40 ...1 I ------1 .... - I I~=~::: t '~~=~=1 (/) .... C I ~GIR 4E J=~=C=~~~ .... I _ _It-EI~ _ _ _ ~ _ _ _ ~ __ 'N EDGE OF SLAB (TYP) 'N N ~URG I N ~ ~ ~ ~ ""t t BRG ""t ""t ""t '.... '..,. '.... It BRG -.... FRAMING PLAN SPAN 3, 4 AND 5 REVI SI ON DESIGNED M WOO DATE 10/2006 DRAWN J SANFORD DA TE 10/2006 CHECKED S LEE DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED -e.- Exelteeh Consulting. Ine ~ PUBLIC WORKS DEPARTMENT ~ .-.......... CITY OF PORT ANGELES ~ -......, 2590 Wlllomette Dr HE e X e I t e c h Locey, WA 98516 321 EAST 5TH STREET POBOX 1150 Phone' 360.357.8289 PORT ANGELES, WA 98362 PHONE (206) 457-0411 Locey, WI. . SeottIe, WI. . Salem. OR r ox 360.357 8225 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE FRAMING PLAN SPAN 3, 4 AND 5 V23 \ )-,.7 OF 10-9> . I . ~ m ~ o o N o ~ ~ ~ ~ '" W o '" 5 Ii: ~ ~ 1 ~ "'f 5 ~ I . '5 . o ~ '" ~ ~ i g ~ g '" -6 1\ ! ~ . -. r J '" N ~ o ~ -;: NO DATE ... THE NUMBER OF LIFTING BARS SHALL BE BASED ON 54 KIPS PER EACH 1 3/8'~ BARS It PICKUP FORCE 6" I ~. . . LIFTING BARS ---"-f-l-I 2 - 1 3 /8'~ H S THREAD B = 90':l:10'-x11 I I /\-.1 BARS WITH ANCHOR F n ~ NUT AT BOTTOM(TYP) ;; ;; o LL t-----JU ii --..!- C G TOTAL == ::T1i _HARPED STRANDS == "I" -_ == :: :: d ---- :;:- :::: ~~ I L , l BRG END TYPE D ....."" '2~ Cl(J~CD wO: <n1-u.J ~~~ :~5o -~g~ 1I~a::: :co~~ _de -<<;::>; o MEASURED ALUN{; <l (;IKLJtK 1 1/2" CLR $, I EXTEND ) [ill #5 _ SAWTEETH _~ --- <<; g,f5~ ,......~:z lC3g ,....0'" ~~8 f.Ql . &: ~~~ --- V --- ",I- ~ T-+-- ;~ l --- --- --- "- C G TOTAL STRAIGHT STRANDS o 4 GIRDER LENGTH :l: 1'-0" - I. . M -- mtt Y - \:j EXTEND STRAIGHT STRANDS (3) THROUGH (6) UNLESS NOTED OTHERWISE ON STRAND EXTENSION DETAIL, W83G GIRDER DETAILS 3 OF 3 TYPICAL ~ INTERMEDIATE DIAPHRAGM r- 1/4 POINTS OF SPAN FOR ALL SPANS , EXCEPT AT VIEWPOINT LOCATION, I SEE FRAMING PLAN, SHEET V22. 3/4"x5"x7' SHEAR KEYS OMIT AT : ~ EXTERIOR FACE OF EXTERIOR GIRDERS APPLY APPROVED RETARDANT l FOR 1/4" ETCH TO SIDE FORMS OR 't DIAPH 1/4" ROUGHENED SURFACE TREATMENT OLd BY APPROVED MECHANICAL METHOD ~ 6" INSERT AT INTERIOR FACE " OF EXTERIOR GIRDER ONLY~ ~\tti :~ =- - . :t::t:: ~ ~'" L It 3'~ OPEN HOLES. ADJUST HOLE ~7 '''''~""'int=:;: 1 1/2-:':' LOCATION HORIZONTALLY TO MISS '- 1 2' HARPED STRANDS -. - --...:...... / II II 8 MAX SLOPE _-H-~ 1/ __- I::: ------- :: :: --- I::: I ~ MULTIPLE UNIT HOLD DOWN TO STRADDLE HARPING POINT , HARPING POINT HARPED STRANDS . I. HARPED STRANDS BUNDLED SPLAYED BETWEEN HARPING POINTS GIRDER ELEVATION . OMIT HOLES AND PLACE INSERTS ON THE INTERIOR FACE OF EXTERIOR GIRDERS PLACE HOLES AND INSERTS PARALLEL TO SKEW INSERTS SHALL BE ,.. BURKE HI-TENSILE, LANCASTER MALLEABLE, DAYTON-SUPERIOR F-62 FLARED THIN SLAB (1" x 4 1/2") FERRULE INSERT OR APPROVED EQUAL (TYP) 2 Ic1l #5, IG3l #5 & 2 IG7l #3 1? <;PA @ n'-fi" lAAlI SPA. @ 1'-6" MAX 1$1 [ GIRDER 4 1/2" r (TYP ) I' I r- TEMP ~2"+B1 6" 6" 3" STRANDS I (TYP) , ~.-i'~~ II ~"""~ I' em #5 ~@] #5 2 [gJ #5, @D #5 & 2 [ill #3 I 8 SPA @ I 20 SPA. @ 5" = 8'-4" 6" 1/2" = 1'-1" ~ 6 [@ #5 FULL I I IIII1I11 I ~T~G~PLI;( 2'-0" I I 1IIII1111 I I I I I I i-- -=::::::::::::: -- -~--- -- -- :::::::::- I I I J /" J! []i] #5 (TYP) HARPED STRANDS (TYP) y @] #7 (TYP)~ '" .- ~ W12",,"",,- .~ " {~ ~ ~, ~ ~ ~ [Q!J #6 EMBED 7':..0" I JJ INTO GIRDER OMIT F.oR END TYPE "B" ,>.~~ [}Z) #3 (TYP) \ -" "- r-" -- 1\ I II ~ ~ W12 TIES AT l~ERTlCAL SPACING STAGGER SPACING ON ALT STIRRUPS ADJUST SPACING AT STRANDS TO CLEAR .,;'g; VIEW f8\ SAWTEETH SHOWN \ - J BY SHADED AREA. '-----/ TO BE USED @ INTERMEDIATE PIER ON MULTIPLE SPAN BRIDGE ENDS AHEAD ON STATION ~ BARS LEFT OF It B1 = 0" ( lliJ. @[]) B2 = 0" ( @[]) ENDS BACK ON STATI.oN @] BARS RIGHT OF It B1 = 1 1/2"([ill @[] ) B2=3"(@[]) END ELEVATION EXTENSION DETAIL SEE W83G GIRDER DETAILS 3 OF 3 END TYPE "'D" FOR CONTINUOUS SPAN FULLY FIXED T.o COLUMN REVISION DESIGNED M woo DRAWN L BOROS CHECKED S LEE H SCALE I>S NOTED DA TE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE ~K \~((fO'"_ Q t ~~ .:: "-- . ~. Exeltech Consulting. Inc ---" ~- """"""- ~-- 2590 Willomelt. Or. HE Lacey, WA 98516 Phon.' 360 357 8289 r ax 360.357.8225 exeltech BY APPEND FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Lac.." WA . Seattle. WI. . Saltm. OR · SEE OPEN HOLE 1_ / It BRG ''1' DETAIL THIS SHEET T L :-~ G3~ 3" END TYPE B OPEN HOLE BOTTOM HOLE AT END TYPE "B" ONLY 4'-'" ccl GIRDER I: ~ 1'-6" III MAX. ! Ir~ ;-1 I III ~g~~s []I] #~~ ,I I 6 l/B" S ,:-4 ~8" 11 1'-43:/8"1 !e. v 'I I +tIJ r ml #3 .,., c-1~lrf~\fYP) I( ~...5l , /l 3' 2 3/8" I r """fER.J SECTION(;) ""I , I , . u...,. '.11- n'I,,..,1 :>:- 1'-6 7/16"' ""~ -'u. ,~S ~ .,., o , '<0 MARK G1 G2 G3 G4 G5 G6 G7 G9 SIZE 5 5 5 5 7 W12 3 6 LOCATION GIRDER STIRRUPS GIRDER END STIRRUPS GIRDER TOP FLANGE GIRDER LONGIT FULL LENGTH GIRDER END LONGIT GIRDER END TIES GIRDER BOT FLANGE TIES GIRDER END LONGIT ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 NOTES: n 1 ALL DETAILS ON THIS SHEET ARE FOR PRETENSION ED DESIGN ONLY 2 PLAN LENGTH SHALL BE INCREASED AS NECESSARY TO COMPENSATE FOR SHORTENING DUE TO PRESTRESS AND SHRINKAGE 3 ALL STRANDS SHALL BE 0 6"' ~ LOW RELAXATION STRANDS (MSHTO M203 GRADE 270) 4 FOR END TYPES D, CUT ALL STRANDS FLUSH WITH THE GIRDER ENDS AND PAINT WITH AN APPROVED EPOXY RESIN, EXCEPT FOR EXTENDED STRANDS AS SHOWN FOR END TYPES B CUT ALL STRANDS ,.. BELOW CONCRETE SURFACE AND GROUT WITH AN APPROVED EPOXY GROUT. 5 EXTENDED STRANDS AND BARS ARE PARALLEL TO GIRDER 6 LIFTING BARS SHALL BE 1 1/16" INCH DIAMETER HIGH STRENGTH THREADED BARS (MSHTO M275 GRADE 150 MINIMUM) LIFTING HARDWARE THAT CONNECTS TO THE THREADED BARS SHALL BE DESIGNED, DETAILED AND FURNISHED BY THE CONTRACTOR LIFTING FORCES .oN THREADED BARS SHALL BE WITHIN 10 DEGRESS OF PERPENDICULAR TO THE TOP OF THE GIRDER ALTERNATE LIFTING CONFIGURATIONS MAY BE SUBMITTED BY THE CONTRACTOR IN ACCORDANCE WITH SECTION 6-.o2.3(25)L OF THE STANDARD SPECIFICATIONS. 7 EXTRA CAUTION MUST BE EXERCISED IN HANDUNG AND PLACING GIRDERS ALL GIRDERS SHALL BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THEY ARE BRACED ADEQUATELY TO PREVENT TIPPING AND TO CONTROL LATERAL BENDING DURING SHIPPING ONCE ERECTED, ALL GIRDERS SHALL BE BRACED TO PREVENT TIPPING UNTIL THE INTERMEDIATE DIAPHRAGMS ARE CAST AND CURED B THE TOP SURFACE OF THE GIRDER FLANGE SHALL BE ROUGHENED IN ACCORDANCE WITH SECTION 6-.02 3(25)H OF THE STANDARD SPECIFICATIONS. 9 FORMS FOR BEARING PAD RECESSES SHALL BE CONSTRUCTED AND FASTENED IN SUCH A MANNER AS TO NOT CAUSE DAMAGE TO THE GIRDER DURING THE STRAND RELEASE OPERATION. 10 FOR Sb.WTOOTH DETAILS SEE WFB3G GIRDER DETAILS 2 OF 3. 11 TEMPORARY STRANDS ARE PRETENSION ED OR POST-TENSIONED IF PRETENSION ED, THESE TEMPORARY STRANDS SHALL BE UNBONDED OVER ALL BUT THE END 10'-0" OF THE GIRDER LENGTH AS AN ALTERNATE, TEMPORARY STRANDS MAY BE P.oST TENSIONED BEF.oRE THE GIRDER IS LIFTED FROM THE FORM TEMPORARY STRANDS SHALL BE CUT AFTER ALL GIRDERS ARE ERECTED, BUT BEFORE INTERMEDIATE DIAPHRAGMS ARE CAST =F- DIAPHRAGM TYPE END BEARING X Y Z SAWTEETH TYPE RECESS "L" ABUTMENT B YES 0" 0" .0"' NO FIXED DIAPH @ INTCRM PIER D NO 1'-10" ALT 1 OR ALl 2 YES STRAND EXTEN BENDING DIAGRAM (ALL DIMENSIONS ARE OUT TO OUT) - * #3 OR #4 MAY BE SUBSTITUTED FIELD BENDING IS OPTIONAL. ;'" NOTE FOR DIMENSI.oN ",,', SEE "GIRDER SCHEDULE" STR STR STR * I 1"-8" I . [ill {~~' ,/,- R I 2'-0'" ffiJ ~ @] : ~ ",......--FIELD BEND r- ) ALT SIDES 81/4" I[][] .. SHALL BE CHECKED FOR EFFECT OF RDWY VERTICAL CURVE ~~ r... STR. -=+=1--6" 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE W83G GIRDER DETAILS 1 OF V24 l d-lf OF 3 1 t; '6 . 0 ~ . '" ~ '" 21 t '" V> ~ '" ~ '" i3 ~ ~ 1 ~ Vi i\ ~ <.> ~ ~ ! ~ '5 ~ c .g ~ ~ ~ :;; Ji f t;: -c; ~ ! ~ ~ ~ . ~ .. ! ~ ~ N ~ i NO DATE a. C G. TOTAL HARPED STRANDS ODD STRAND (MAYBE ADJUST TO EITHER SIDE OF 'MOB) STRAND PATTERN AT GIRDER END HARPED STRAND LOCATION SEQUENCE SHALL BE AS SHOWN (1), (2) ETC. TOP OF GIRDE 4" (MIN) I 00 00 00 010 0@ 2" (TYP.) 1/2" EXPANDED POLYSTYRENE FOR SKEWS GREATER THAN 15' 3/4" CHAMFER ON FLANGE FOR SKEWS GREATER THAN 15' 1/2" EXPANDED POLYSTYRENE FOR SKEWS GREATER THAN 15' 3/4" CHAMFER ON WEB FOR SKEWS GREATER THAN 15" REVISION i GIRDER 2" ALL HARPED STRANDS IN EXCESS OF 12 SHALL BE PLACED IN THIS BUNDLE I GIRDER .0 t... 12 11/~ C.G. OF LOWER HARPED P1 ~ STRAND - BUNDLE BETWEEN HARPING POINTS END 1 END 2 @: <(<0 Bi II C.G. TOTAL HARPED STRANDS AHEAD ON STATIONING ~ BEARING 90' ~ PLAN LENGTH ALONG GIRDER GRADE 7 SPA @ 2" = 1-2 7 SPA @ 2" = 1-2 5" 11 STRAND PATTERN AT t SPAN SAWTEETH ARE FULL WIDTH - USE SAWTOOTH KEYS FROM BOTTOM OF BOTTOM FLANGE TO BOTTOM OF LO'MOST HARPED STRAND AS 'MOLL AS TOP FLANGE ADJACENT TO HARPED STRANDS AS SHOWN IN VIEW B - W83G GIRDER DETAILS 1 OF 3 STRAIGHT STRAND LOCATION SEQUENCE SHALL BE AS SHOWN (1), (2) ETC. GIRDER SCHEDULE DIMENSION UK AT t BEARINGS = 12 1/4" BASED ON GIRDER DEFLECTION = "0" AT TIME OF SLAB PLACEMENT (120 DAYS) MIN. CONC. HARPED STRAIGHT TEMPORARY LOCATION OF w w COMPR. STRENGTH C.G. STRANDS '" ~ (IN.) >- ~ ~ PLAN -< -< a:: o~ 0 z W I- L 8 8 P, P2 LENGTH tx-::::- JACKING 0--:- ~ 0 -'~ JACKING JACKING u:i o:i .". -< a:: ~ '" , 2 -<'" NO. OF NO. OF NO. OF "':!; -,z a. (AlONG GIRDER -<(/) FORCE FORCE FORCE .;:;. 'V.;:;. ~~ .;:;. '" <::i 0 0 GRADE) z:>: w::<: STRANDS STRANDS STRANDS z z G:~ -'~ (KIPS) (KIPS) (KIPS) @ @ (FT) (IN) (IN) w_ Fl w w DEG. DEG @~ a::u E Fb Fo 0 @t.. 0 1,5 f'\LL D B 3.0 90 90 11 11 151'-0" 8.5 7.5 17 747 46 2021 6 264 4.09 3.88 3.0 11.5 384 5.07 5.67 12 2, 3 I\LL D D 3.0 90 90 11 11 151'-0" 8.5 7.5 17 747 46 2021 6 264 409 3.88 3.0 11.5 3.84 507 5.67 12 4 ALL D D 3.0 90 90 11 11 134'-0" 8.5 7.5 12 527 46 2021 6 264 409 3.0 3.0 90 204 4.24 474 12 VEL ,\\ \l\JL\lUUL___ 6~1-nm\mn-m= 15 Cl <>: (3 ..,; ELEVA TION O' 90' 15 Cl <>: (3 ---<:I 10'-0" SPLAY ~,@Z] & ~ BARS II II TRANSVERSE REINFORCING SKEWED ENDS II II 1/2" EXPANDED POLYSTYRENE FOR SKEWS EQUAL OR LESS THAN 15' ONLY TRANSVERSE REINF SHOWN PLAN - BEARING RECESS AND BOTTOM FLANGE SPALL PROTECTION DETAIL DESIGNED ~ WOO DRAWN L BOROS CHECKED S LEE H SCALE AS NOTED l ~CV DATE 10/2006 DA TE 10/2006 DATE 12/2006 V SCALE NONE 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE W83G GIRDER DETAILS 2 OF 3 ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES V25 \~> ~ Exeltech Consulting, Ine --<=- ---- /'"~<-_. 2590 W,lIamette Dr HE lacey, WA 98516 Phone' 360357.8289 Fax 360357.8225 OF tee h 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE. (206) 457-0411 e X e BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Lacey, WI. - SaottIe. WA . Satem. OR . . . o 6"~ STRAND CHUCK TACK WELD TO ANCHOR Ii' PRIOR 2 3/4" x 1 1/8" STEEL STRAND ANCHOR ANCHOR STRAND 2 3/4" x 1 1/8" STEEL STRAND ANCHOR ANCHOR STRAND TO INSTALLING ON STRANO THREAD STRAND THROUGH ANCHOR Ii' WITH TWO PIECE WEDGES BEFOR GIRDER ERECTION WITH TWO PIECE WEDGES BEFOR GIRDER ERECTION ANCHOR STRAND WITH TWO PIECE WEDGES BEFORE GIRDER VERIFY WEDGES ARE SEATED TIGHTLY IMMEDIATELY VERIFY WEDGES ARE SEA TED TIGHTLY IMMEDIA TEL Y ERECTION VERIFY WEDGES ARE SEATED TIGHTLY IMMEDIATELY BEFOR PLACING DIAPHRAGM CONCRETE BEFOR PLACING DIAPHRAGM CONCRETE BEFOR PLACING DIAPHRAGM CONCRETE STEEL ANCHOR fi' 1/2 x 4x4 WITH r EXTEND STRAIGHT STRANDS (1) THROUGH (8) r EXTEND STRAIGHT STRANDS (1) THROUGH (4), (11), (12),(15),(16) 3/4" . HOLlE FOR 0.6" . STRAND A T END AHEAD ON STATION. EXTEND STRAIGHTSTRANDS AT END AHEAD ON STATION. EXTEND STRAIGHT (7)THROUGH (10), (13), (14), (17),(18) AT END BACK ON STATION STRANDS (9) THROUGH (16) AT END BACK ON STATION 10'-0" (TYP) ~ I 0:: '" C3 '" ...a. /~. C3 C3 ""i;j1 - ;:; "" C3 ~ - - ----4 J I -,~ PRESTRESSING E ANCHOR PLATE DETAil THIS SHEET \ STRANDS 2" MIN. SPA. n~ fOR SlRANDS (I) THRlJUGj (.) · (7) '"ROO'" (10) ~~~ ;:; (TYP.)(NOT TENSIONED) 2'-9" FOR STRANDS (11) THROUGH (18) EXTEND STRAIGHT STRANDS (1) THROUGH (8) ~ ND OF PRECAST GIRDER AT END AHEAD ON STATION. EXTEND STRAIGHT STRANDS (9) THROUGH (16) AT END BACK ON STATION GIRDER END AL TERNA TE #2 ALTERN A TE #3 AL TERNA TE #1 STRAND EXTENSION DETAIL - f-- END OF PRECAST n = 8 TOTAL NUMBER OF EXTENDED STRANDS GIRDER !---- -E ~ - - Fr- - FIELD BEND t GIRDER - GIRDER TO 135' (TYP.) - - - ~~ - IJ5 fJ1 H3 #4 #2 16 II~ - - ~" ,," ," ," ~" I ~" , I I I l~ :<C ~ END OF ~I ~.lIT ",ucr Ii' 3/4" x 1'-4" PRECAST 2" X 2" RECESS ~~ ~ =::I---J - GIRDER - _ FOR STRAND L 2 3/4" x 1 1/8" STEEL STRAND ANCHOR ANCHOR STRAND DETENSIONING r'1 (- 0.6"s TEMPORARY 4"s HOLlE (TYP.) r~~ WITH TWO PIECE WEDGES BEFOR GIRDER ERECTION 0.6"s STRAND IN STRANDS (TYP.) I VERIFY WEDGES ARE SEA TED TIGHTLY IMMEDIA TEL Y PLASTIC SLlEEVE - BEFOR PLACING DIAPHRAGM CONCRETE TEMPORARY STRAND AL TERNA TE STIRRUP DETAIL 3/4" ~ (TYP) I" V " BLOCKOUT DETAIL 1 r ANCHOR PLATE DETAIL GIRDER (MOVE NOTE TO SLAB SECTION SHEET) V ALL ADDITIONAL STRANDS TEMPORARY STRAND CUTTING SEQUENCE C.G TOTAL IN EXCESS OF 5 SHALL BE PLACED IN THIS GROUP .' @. r STRAIGHT I 1. ERECT AND BRACE GIRDERS. . <4> <( 2. REMOVE EXPANDED POLYSTYRENE IN 2" X 2" RECESSES IN TOP FLANGE OF GIRDERS. B5 II SlRANOS t e,G, TOTAL 3. CUT STRAND AND PLASTIC SLlEEVE IN 2" X 2" RECESS. . I"')N 4J '.45 0 '46 '# HARPED STRANDS - 4. REMOVE All MOISTURE IN RECESS PRIOR TO FlLUNG RECESS ~TH GROUT ~ / ~ ,,",,0 o~.,... 5 CAST INTERMEDIATE & END DIAPHRAGMS. 39 :r7 35 33 41 42 34 36 JB 40 ~ ~ ......., 6 PLACE DECK CONCRETE 29X27X21)25 19 23 17 31 ~ 00 32 18 24 20 26 22128130)" T ;.., 7. SEE SHEET W83G GIRDER DETAILS 3 OF 3 FOR 2" RECESS BLOCK OUT DETAILS. w 1 X 9 X 3) 11 5 13 7 15 I 16 8 14 6 12 4)(1012) ) \ ..c .". 2" X 2" X 2 1/2" DEEP EXPANDED POlYSTYRENE FIllED BLOCKOUT(TYP.) "- / ~~~ lL. ~ 10'-0" , SLlEEVE TEMPORARY STRANDS 10'-0" ~ I 3'-0" / I I 0:: 2 11/16" 7 SPA @ 2" 5" 7 SPA @ 2" ? 11/16" C.G. OF LOWER HARPED w I ~ I 1 Cl - - - l' 2" - 1'-2" STRAND - BUNDLE BETWEEN 0:: - - C3 HARPING POINTS ~ - - - STRAND PATTERN AT GIRDER END - - - - PLAN VIEW OF TEMPORARY STRANDS DESIGNED M WOO DATE 10/2006 ~I 8TH STREET BRIDGE REPLACEMENTS V26 DRAWN J SANFORD DATE 10/2006 ~- Exeltech Consulting. Inc. ~ PUBLIC WORKS DEPARTMENT CHECKED S LEE DATE 12/2006 y" J --- - CITY OF' PORT ANGELES I J fi; ,-- "'" 2590 W1l1amette Or. NE VALLEY CREEK BRIDGE H SCALE 15 NOTED V SCALE NONE exeltech Lacey, WA 98516 321 EAST 5TH STREET POBOX 1150 Phone: 360 357 8289 Of fI LE 0328XXXX dwg PROJ NAME Lacty, W" . Seattle. WA . SaJ.m. OR Fax 3603578225 PORT ANGELES. WA 98362 PHONE (206) 457-0411 W83G GIRDER DETAILS 3 OF 3 ALL DIMENSIONS ARE IN FEET I ~4J NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED EXPnm:t 11 05-07 o o ~ N ~ ~ '-" '-" N '-" ~ ~ ..., ~ ~ '-" '" & a '-" :;J .. ~ j 2 Vi 'ii 5 ~ ~ ! o .. o .g l . e '-" ~ ~ '2 15 -;; .go &i ~ '" . f "' .e '" N ..., ~ ~ ./ d. . . ~ ~ 1 ~ l' iJ ~ " ~ c ~ c ~ 'g ;= ~ . J5 j '" -c; 3 f ~ Vi ~ ~ . . -. r ~ ~ N n o ~ ;; NO DATE ~ m ~ 0::: <.:l B (IJ u... - z: ci L;:; C>: <.:l "- B 0 >- S:' ~ 0::: 0 "cr 0::: C3 "co B B .... 0 ~ 0::: C3 u... B z: u.J C>: b w - tD ci <.:l B EDGE OF SLAB i ~ ~ 9- ~ t N ~ o ~ g ~ ~ ~ TOP TRANSV [ZQjJ~5 @ 8" & I3TIW#5 @9",OO~4 @1'-6" 3' -0" SPLICE (TYP) -----=~ ~ END SPLICE OF - T BEGIN SPLICE OF I TOP BARS TO #4'S ----I L L-UNE TOP BARS TO #6'S I I I I , --~-----------------~,~ ----~----;J:;;WI:-::1-- I BEGIN SPLICE OF END OF llillU W#6 iLl 15'-0" I BOT ''''<5 TO I", ~II _0 'PUCE OF 80T II iC ~ EDGE OF SLAB ~~4 1'-4" EDGE OF SLAB BRG PIER 1 t VIEWPOINT I @mW#5 @8" I I3TI W#5 @9" OO~4 @1'-6" FOR VIEWPOINT SLAB REINF SEE SHEET V31 [1QI]W 5 TOP CANTILEVER @8" 20'-0" 202AW#5 @ 8" 25' -0" 35'-0" 10'-0" 12'-6" END OFI1QTI~6 12'-6" L -----= -----= ~ -----= ~ -----= ~ -----= -----= ~ WIl~4 [m:JW# -----1- I BARS TO #4'S t PIER 2 25'-0" 25'-0" ~W#5 @ 6" I1QQ] ~5 BOT TRANSV @6" (MEASURED ALONG L -LINE) 153'-4" ALONG L-LlNE DESI GNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DATE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE REVI SION FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND 47'-0" 77'-6" SLAB REINFORCEMENT PLAN SPAN 1 & 2 TEMPORARY STRAND CUTTING SEQUENCE 1 ERECT AND BRACE GIRDERS 2 REMOVE EPANDED POLYSTYRENE IN 2"x2" RECESSES IN TOP FLANGE OF GIRDERS 3 CUT STRAND AND PLASTIC SLEEVE IN tx2" RECESS 4 REMOVE ALL MOISTURE IN RECESS PRIOR TO FILLING RECESS WITH GROUT 5 CAST IMTERMEDJATE & END DIAPHRAGMS 6 PLACE DECK CONCRETE 7 SEE SHEET W83G GIRDER DETAILS 3 OF 3 FOR 2" RECESS BLOCKOUT DETAILS ~~~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE SLAB REINFORCEMENT PLAN 1 OF 2 ~ Ex.~och Consultin9, Inc. PUBLIC WORKS DEPARTMENT CITY or PORT ANGELES -~- ~- --.......... '"' 2590 Willomelt. Or. HE Locey, WA 98516 Phone' 360 357 8289 fox 360357.8225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 Lacey, WA . SeattSe. WI. . Salem" OR [1QI]W#5 @8" <I: N 0::: C3 B (IJ N 0::: C3 B U N 0::: C3 B o N 0::: C3 B W N 0::: C3 B V27 1:l7 OF \ ~CO . . . ~ ~ I I ~ ~ 0 N 0 t N "- a ~ i5 ~ ~ il! ~ ~ ]' ~ i <3 f '5 ~ 0 ." ~ '" j i ~ 1 '" .,,; 1\ 1 ~ '" .. ! "t: ~ ~ 8 f DATE ri:' NO <t N ffiI]\V64 [2Q[] '0/66 10' -Q" 35'-Q" ~END OF[IDJ~6 0:: " ~ CD N "- ~ Ct:: 0:: " g, ~ >- >- 3: o 0:: ~ u I 211W64 !-'------ 0 BEGIN SPLICE OF W N 0:: BOT BARS TO rnTI 66 l5 "- ~ Z W 0:: >- W 0 N [IJ 0:: " ~ END OF~W66 77' 6" DESIGNED M WOO DRA WN J SANFORD CHECKED S LEE H SCALE />S NOTED DATE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE REVISION FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND [2QIJW65 TOP TRANS @8" & [jD\V65 @9", [MJW64 @1'-6" I FOR REINF I SEE SPAN 2 It PIER 3 It PIER 4 I1QD 65 TOP CANTILEVER @8" 25'-0" ENO OF[ill]W66 ~ [ill]~4 !IDJ ~6 10' -0" r W END OF[lTI] 66 , \ [2IIJ 66 -----t-- END OFIIDJW66 --/ ExoUoch Consulling, Inc -----=.~ - ---- 2590 Willamello Dr HE Locey, WA 98516 Phone. 360,357 8289 ra. 360.357.8225 rEND OF[ZI[]\V66 12l8l~6 ~~5 BOT TRANSV @6" (MEASURED ALONG l-LINE) 138'-0" SLAB REINFORCEMENT PLAN SPAN 2 THRU SPAN 5 -~- ....~-- ~- exeltech LaCI'f. WA Seattle, WA . Salem, OR ~ PUBLI C WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 25'-0" END OF[lli]'o/66 25' -Q" 20'-0" END 0Fl217Y66 I , . END OF1219r66--j It PIER 5 153'-4" <t II) 0:: " ~ CD II) 0:: " ~ u II) 0:: l5 ~ 0 II) 0:: l5 ~ w II) 0:: l5 ~ III It BRG PIER 6 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE SLAB REINFORCEMENT PLAN 2 OF 2 V28 I d- '-b OF I S S) . . . V N t I I ~ 0 N 0 t ~ 0 z < '" N ~ '" a: ~ z 0 "' ::J z w i3 ~ 1< z Ii! ~ S) I ~ .:; f . '" 0 . 0 ~ ~ ~ i ~ ~ LL ~ 1 ~ ~ 00 ... ; Q. 00 ~ 0 ~ ...- NO DATE Q. IIDW#5 @ 9 (TYP) mJW#4 @ 1 -6 (TYP) EDGE OF SLAB REVISION It GIR A 4 4 1/2 DESIGNED ~ WOO DRAWN J SANfORD CHECKED S LEE H SCALE AS NOTED ~ [1QQ] #5 @ 6 DA TE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED w [lQIJ #5 @ 8 It GIR B 3 EO SPA ~W#5 @ 8' (TYP) 21 EO SPA (TYP BTWN INT GIR) 7 1/2 .. .. .. 12 SPA @ 6 6 -0 SLAB NEAR e.- -~- ~ ~ exeltech lac..,. WI. . SeoUIe. WA . Solem. OR 47'-0 ... ... .. ... ... 3 EO SPA It GIR C & L-L1NE It GIR D 4 EO SPA @ 10 -0 - 40'-0" 48'-9 REINFORCEMENT SECTION PIERS 2. 3. 4 AND 5 NEAR PIER 2 SHOWN. OTHERS SIMIlAR ~'V#6 (TYP) @[]W#6 (TYP) !MJW#6 (TYP) BEND IN FIELD 135' (TYP) .. .. .. .. ... .. ... .. ... .......... ~W#6 (TYP) ~W#6 (TYP) It GIR E 4'-4 1/2 1 BRG I t SPAN SET SCREED ~ TO THIS LINE ~C _~~I_~_C;;: --~- ~ ~---- 1/4 PT --1 1--1/4 PT TYPICAL SCREED SETTING DIMENSIONS rOR DlIIENSlON "C" SEE GIRDER SCHEDULE Exellech Consulting, Inc ~ 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 Wollamelte Dr NE Lacey, WA 98516 Phone 360 357 8289 rax 3603578225 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE SLAB REINFORCEMENT SECTION NEAR PIERS 2, 3, 4 AND 5 1205iV#6 (TYP) [WI] W#6 (TYP) [2QZJW #6 (TYP) 1208'r #6 (TYP) 1209 P#6 (TYP) EDGE OF SLAB BRG V29 \ 'l q OF \ ~Ct . . . N .., { ! ~ ! t ~ '" Z U '< Z o ~ z w 13 ~ ~ ~ ~ ~ I 1 ~ a ~ a o c a " a ~ ~ ~ 'i "' -6 3 1 ~ o .. r o ~ ~ .., o ,,:; 2 ;;: NO DATE [SDW #5 @ 9 (TYP) [E]W#4 @ 1 -6 (TYP) EDGE OF SLAB REVISION [~QI]\&7 #5 @ 8 (TYP) 14 UNEQUAL SPA (TYP BTWN INT GIR 7 Yz" ~ #5 @ 6 12 SPA @ 6 6 -0 It GIR A It GIR B 4 -4 1/2 47 -0 1205 ';V#6 (TYP) ~!iW #4 (TYP) __AA__ !lQI]W#4 (TYP) It GIR C & L-UNE It GIR D 4 EO SPA @ 10-0 - 40-0 48 -9 SLAB REINFORCEMENT SECTION CENTER SPANS 1. 2. 3. 4 AND 5 18'-0" LAYING LENGTH (TYP) 4'-6' t 9 -0 CONCRETE INSERTS FOR HANGER RODS (TYP) 4 -6' t II II II II II !~--~:--===-------1r----------------------~----------:-----------t ,L - - ~ ~ - - - - - - - - t - - - - - - - - - - - - - - - - - -- - - - t - - - - - - - - - - ~- - - - - - - - - t ~ CONCRETE INSERTS PLACEMENT .' . -- ~ ~ .~ -I . ..". .0 .... . . . .. . .... FOR TRANSVERSE LOCATION. SEE SHEET V2 DESIGNED ~ WOO DR A WN J SANFORD CHECKED S LEE H SCALE AS NOTED e- ~ 8TH STREET BRIDGE REPLACEMENTS V30 Exeltech Consulting. Inc. PUBLIC WORKS DEPARTMENT _-5"" ~ CITY OF PORT ANGELES )30 --- ...... 2590 WIIJom.lt. Or NE V ALLEY CREEK BRIDGE I t e c h Loc,y, WA 98516 321 EAST 5TH STREET POBOX 1150 e X e Pho.. 360 357 8289 SLAB REINFORCEMENT SECTION OF locey, WI. . SeoHI.. WI. Solem. OR Fox 360357.8225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 AT CENTER SPANS ! SLb DA TE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED SPAN 1 SHOWN, OTHERS SIMIlAR #4 X 2 -6 BEND IN FIELD TO FIT CONCRETE INSERT ANVIL INSERT FIG 282, UNlSTRUT M 26 SPOT, DAYTON-RICHMOND F-14 OR APPROVED EQUAL INSERT TO BE INSTALLED LEVEL LONGITUDINALLY AND TRANSVERSELY PLACE INSERT TO PROVIDE FOR TRANSVERSE ADJUSTMENT OF HANGER RODS INSERT DETAIL FOR UTILITY CONDUIT It GIR E 4 -4 1/2 CONCRETE INSERT ANVIL FIG 286, DAYTON/RICHMOND F -62 FLARED THIN SLAB FERRULE 4-5/8 OR APPROVED EQUAL INSERT TO BE INSTALLED LEVEL LONGITUDINALLY AND TRANSVERSELY BOTTOM SLAB REINF ~W#6 (TYP) [lQI]W#4 (TYP) ~W #4 (TYP) EDGE OF SLAB ~ INSERT DETAIL FOR WATER PIPE . . ~ { l ~ ~i ~ t ~ ~ ~ <> "' ~ ~ 'Z ~ ~ Of ~ I 1 ~ ~ ! . 0 . c 0 ~ ~ i .1i 1 '" 6 3 1 ~ a; i a. 00 ~ <> ~ DATE ...- NO a. . FOR SLAB TOP REINF SEE SHEET V27 FOR SLAB TOP REINF SEE SHEET V28 10 -0 15 0 15 -0 ~ ~ y~ IlliJ #5 @8", Y SY - r [ill] #5 ITill #5 @8 22 EO SPA (TYP) . I / W (SYMM ABOUT VIEW PT) _ -I u[ffi] #5 VIEWPOINT ......,...1 ~;:r-:1_1 _ II I~ ;.,.- I~ ~ -r I I. ---==11 f::::::::::::.. ~Ittl ~ / .~ .~ N ....... -0: N -- := .- - '..,. cr l3 ~I I I \ a S' .-. ---... .'\ \ I I 11Io.... II I CD N I 0:: l3 -t- LI...L.L..L.L.J .L. - ---'-----+- \--'---L'....J Y' FOR SLAB TOP REINF SEE SHEET V27 VIEW POINT SLAB PLAN SIDEWALK REBAR #4 S NOT SHOWN FOR CLARITY 9 - 1 1/2" VIEWPOINT TO 13 -0 VIEWPOINT w ~ #5@1-0 MAX - 13 EO SPA I243]W#5 ~ mIl #5 @ 8 . 1240\9']#5 @ 8' . . . . 7-0 TO 10-10 1/2 Locey, WA . StoHle. WA . Solem. OR . . . . . 10 - '--- - LSIDEWALK CURB LINE c----FOR DIAPHRAGM, SEE SHEET V34 rm:JW#5 FOR BRACKET, SEE SHEET V34 SECTION DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE AS NOTED DATE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE ~-- ~-- -........... exeltech REVI 51 ON BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Exeltech Consulting. lnc 2590 Willamette Or HE Locey, WA 98516 Phone 360 357 8289 Fa. 360 357 8225 r-- ~ FOR SLAB TOP REINF SEE SHEET V28 1 I ? \ / - a. ~ 6' -6" SIDEWALK ( I ! \[7 " 1lliJ'I1 #4 @ 1 -6 MAX 246 W/ 2 -0 MIN SPLICE [lli]W#4 @ J-6 EDGER, TYP ~ SECTION C) 6' - 6' SIDEWALK TO 9 -1 1/2 VIEW PT ! I ) ~W#4 @ 1 -6 MAX [lli]\V#4 @ 1-6 SLAB REINF SEE SHT V27 4 -4 1/2 TO 7 -0' SECTION C) 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE VIEWPOINT SLAB AND SIDEWALK DETAIL PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES V31 [7 r / ' OF 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 \ ~ CQ . . . I ~ ~ ~ <> <> '" ~ ~ ,. ~ ~ z ! s; I ~ u f c c o ~ ~ ~ ~ a ~ .;:: -6 3 1 in ;;; } o "- ~ n o ~ -;C NO DATE END DIAPHRAGM *66 I #4 (T r BURKE HI-TENSilE, LANCASTER MAllEABLE, DAYTON-SUPERIOR F -62 FLARED THIN SLAB FERRULE (J' x 4 5/8) INSERT OR APPROVED EQUAL (TYP) '";' 12651 #4 STIRRUPS ~ 312631 #6 FULL WIDTH (2'-9" SPLICE WHEN REQUIRED) 2 ~ #4 BETWEEN GIRDERS 3/4 FillET (TYP) TOP OF GIRDER =H =HI BlOCKOUT (TYP) SEE "ANCHOR DETAil" THIS SHEET SEE FRAMING PLAN 1/2" PREMOlDED JOIN FillER (TYP) (lEVEL TRANSVERSELY) GIRDER STOP (TYP) 21260 I #7 (TYP ) (2'-6" MIN SPLICE) 2~ #7 (TYP) TYPICAL END TYPE "B" DIAPHRAGM AT END PIERS END OF P C GIRDER 1 1/2" MIN Q jFACE OF WEB 6" MAX THREA~ lo I /1"'" BOLT(TYP) ~ ANCHOR DETAIL AS HA A-3D7 NOTE GIRDERS SHALL BE HELD RIGIDLY IN PLACE WHEN DIAPHRAGMS ARE PLACED REINFORCING BAR SHAll BE THREADED THROUGH HOLES IN GIRDERS PRIOR TO PLACING OF EXTERIOR GIRDERS SEE PLANS FOR "TRAFFIC BARRIER" DIMENSIONS AND LOCATION SEE "GIRDER DETAilS" SHEET FOR DIMENSION "A" DESIGNED M woo DRA WN L BOROS CHECKED S LEE H SCALE />S NOTED DA TE 10/2006 DA TE 10/2006 DA TE 12/2006 V SCALE NONE ~ Exeltech Consulling. Inc ~ PUBLIC WORKS DEPARTMENT -- .~ CITY OF PORT ANGELES --- ......., 2590 Wlllamette Or. NE e X e I t e c h Lacey, WA 98516 321 EAST 5TH STREET POBOX 1150 Phone 360 357 8289 Locey. WA Sea"". WI. . Solem, OR rax 3603578225 PORT ANGELES, WA 98362 PHONE (206) 457-0411 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE ABUTMENT DIAPHRAGMS REVI SION BY APPEND FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERW] SE NOTED ~~6 (TYP ) SLAB REINFORCEMENT UTILITY BLOCK OUT 45' FillET BETWEEN GIRDERS :~ ~.' STIRe CONSTRUCTION JOINT W/ ROUGHENED SURFACE /262/ #4 BETWEEN GIRDERS (TYP) 212641#4 EACH FACE (TYP) 12601 #7 (TYP) (2' -6" MIN SPLICE) ~ #7 BETWEEN GIRDERS (TYP ) END OF PRECAST GIRDER ~ SECTION A .. DISTANCE FROM TOP OF GIRDER TO BOTTOM OF DIAPHRAGM + "A" BACK OF PAVEMENT SEAT 2" CHAMFER T d. BRG + GRAD......... t BRG - GRADE_ ;..: SEE "GIRDER SCHEDULE" "" "- VERTICAL 'co u; "- C> u; i.o C> <D BEARING PAD BEARING PAD SEE SHEET V21 (J1 SEE SHEET V21 (J1 w U w GROUT PAD 0:: GROUT PAD SEE SHEET V21 SEE SHEET V21 -0 02'/FT _ lEVEL lONGIT AND PARAllEL TO ROADWAY SLOPE TRANSVERSELY lEVEL LONGIT AND TRANSV PARAllEL TO ROADWA Y SLOPE TRANSVERSELY 1/2" PREMOLDED JOINT FILLER 1/2" PREMOlDED JOINT FilLER (TYP) (lEVEL TRANSVERSELY (TYP) (lEVEL TRANSVERSELY ROADWA Y EXPANSION JOINT AT END PIERS LONGITIDINAL DIMENSIONS ARE NORMAL TO SKEW ~ SEE "GIRDER SCHEDULE" -0 02'/FT _ V32 IJ~ OF \~S . . .... N .. e ~ l - ! a. ~ '" ~ ~ '" "' 0:: ~ '" ~ ;;; ~ i E .g .... 0 '" ;:;. 1 g '" ~ j ~ ~ 1 ~ . ill 0 -,; r ~ ~ N '" i ./ NO DATE 0. EXT GIRDER [@#4 (TYP) f:j ti: [Ei]#4 (TYP) H3#4 PLAN - FIXED FLUSH-FACE DIAPHRAGM * FOR EXTENDED STRAND DETAIL SEE GIRDER SHEET DIMESNION "A' @ t PIER SEE GIRDER SHEET rl I .. iEI]#5. ~ #4 & IE@] #4 "I ) ,"'''liO ~, rr~ ? ( GIRDER ~ 2 @] #4 & 2 I8iJ #4 ~ GIRD R I 11 t:l~' ~ 1 . Jj t tr- r- l- V ,.1 ( /( 1'1 I I (rrp) / 1 1 I I HEET 1'1 , I -~#4 1'1 I 1" I III j:l )l 1,..--. '--'" . . ,..-- -~ '--- DED ~ r 1EZJ#4 (rrp) _____ j 12 I Ld BEND 1350 ( GIRDER REINF SEE GIRDER S FOR DETAILS * EXTEN STRANDS CONSTRUCTION JOINT WI ROUGHENED SURFACE NOTES: I T/-IE REBARSITillTHRU~RE FOR REFERENCES ONL Y TI-IE ACTUAL REBAR SIZES AND SPACINGS ARE SHOWN ON CROSSBEAM PLAN SHEETS V15. V16. V19 & V20 2 THIS SHEET IS DICTATED BY CROSSBEAM PLAN SHEETS 0F(;TlnN @ 2 ~#5& ~#4 TOP OF PC GIRDER FACE OF DIAPHRAGM OFf All c;;) V16 DESIGNED M WOO DRA'M'I J SANFORD CHECKED S LEE H SCALE AS NorrD UIcey, WA . Seattle, WA . Sclom, OR DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE ~ Exenoch Consulting, Inc. ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 2590 Wlllome"e Dr HE Locey, WA 98516 Phone. 360.357.8289 fax. 360 357 8225 .321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 exeltech REVISION FILE 032BXXXX dog PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND t PIER I 2: Cl , <n <<:2: , UJ :;;; fS END OF PC GIRDER END OF PC GIRDER 3"MiN FACE OF DIAPHRAGM ~ MIN -I [gLJ ~I OAK BLOCK PLACED PARALLEL TO FACE OF CROSSBEAM. FULL WIDTH OF BOTTOM FLANGE 6" I PIER OAK BLOCK DETAIL 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE INTERMEDIATE PIER DIAPHRAGM V33 13-3 OF } ~ ~ . ..-' . . ~ " 1 I ~ l i '" ~ ~ ~ ffi '" ~ ~ i 2 v> X ~ ~ ~ 0 0 ~ -g '" ~ . J5 i5 tl" b 15 1 ~ '" "' 0; ! ~ "' N n ~ ~ --- NO DATE a. . DIMENSIONS ALONG INTERM DIAPHRAGM , BRIDGE SYMM 2[ill]\V#6 (2'-9' SPLICE WHEN REQUIRED) SEE "ANCHOR DETAIL" THIS SHEET 16"~ BLOCKOUT (TYP) SEE FRAMING PLAN 2 [ll9J #7 (TYP) (2'-6" MIN SPLICE) 2 cmJ #7 (TYP) TYPICAL INTERMEDIATE DIAPHRAGM 2!1Z[]#1D 4 BRIDGE SYMM I [ll[] #5 STIRR 6 SPA @ 6" I 2[ill]\V#6 (2'-9" SPLICE WHEN REQUIRED) I 2 UllJ#4 BETWEEN GIRDERS =9 "", =9 ;.r, 2 [ll[] #7 212771#5- ~ 4'-0" 2 [ll9J #7 (TYP) (2' -6" MIN SPLICE) 2 [ill] #7 (TYP) 2'-0" INTERMEDIATE DIAPHRAGM AT VIEWPOINT SLAB DESIGNED ~ WOO DRAWN L BOROS CHECKED S LEE H SC ALE I>S NDTEO 8TH STREET BRIDGE REPLACEMENTS V34 __e- Exellech Consuijing, Inc. ~ PUBLIC WORKS DEPARTMENT ~- ~-- CITY OF PORT ANGELES V ALLEY CREEK BRIDGE \ Jvr ~ "--.... 2590 Willamette Dr. HE tee h Lacoy, WA 98516 321 EAST 5TH STREET POBOX 1150 INTERMEDIATE DIAPHRAGM AND OF e X e Phone: 360.357 8289 PORT ANGELES, WA 98362 PHONE (206) 457-0411 lacey, WI. . Seam.. WI. . Salem, OR r ax: 360 357 8225 MISCELLANEOUS DETAILS l ~(b DATE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE REVISION FILE J4-INTERMEDVlTE DIA PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED ~ DIAPHRAGM, NORMAL TO GRADE BEND IN FIELD 135' (TYP) 2 1/2" CLR (1 3/4" WHEN OVERLAY IS USED) (f) w ii'" :;;: ~ :::;; "7 "7 in "- :< @ <( + D- (f) "", ... CONSTRUCTION JOINT WI ROUGHENED SURFACE 1 l/Z' ~IN I rFACE OF WEB 6" !.lAX TliREAD ==f--L-- /,., BDLT(lYP) o , "... ANCHOR DETAIL AS1IA A-3D7 / U CillJ/i4 STIRR../- LU- 8" C) SECTION [lli]\V #6 t DIAPHRAGM I BEND IN FIELD 1350 (TYP ) I (f) w ii'" :;;: "7 x <( in :::;; ~ "7 "- "7 @ '" <' D- lJ) ... 12m #5 / [ill] #5 STIRR / W 2 !2ZllJ #7 1 N BUNDLED PAIR SECTION 0 . . . ALTERNATE STEEL SHAPE # 1 LOW SHRINK "G" NORMAL TO JOINT CONCRETE SAME 1;2 ~"P SC< STRENGTH AS DECK \ 1 / 4"~ AIR RELIEF HOLES @ 1'-0" OC (TYP) ~ ALTERNATE STEEL SHAPE #2 ~EW mG~ < 2~ ' '~. '.\~ ., ~ ~ ~.'" .,4 '" :..~. A ." 't ~. ; '. 't ~". A ; ~ .!..~ .. .. .. ~ t> 001 J :. .~tq 4.. 1 ~fU"~9'..'4 .4 .. ~ ..... ~ .. "I v. -q ., ....,. .,... 11 , :.-.. ..' ... ....t.. ....d..l e::.. .t~_:'"_.__~_ _~~.__.._L~__~ '-?__!..-- ---~-~-'t-1'-l--~j . . v ... v ~ )-\ - F . . kI <J4 <J " ' , , SPLIT STEEL SHAPE 5/8"0 x 6" STUOS SPA @ ~ \ AT CURB IF REQUIRED ,.. ( BY MANUFACTURER 1'-0" EACH ROW, ALTERNATE L- 6" x 8 1/4" MIN ~/ STRIP SEAL BLOCKOUT (TYP) STANDARD ANCHORAGE USE FOR NORMAL TRAFFIC VOLUME I I\' I EXTEND SLAB STEEL INTO THE BLOCKOUT ~ ------- ".),. -- "--- 4 I I '== ~ ~ PLAN - EXPANSION JOINT fA\ SECTION FOR STRIP SEAL "-::/ STRIP SEAL NOTES: 1 SEE STRIP SEAL TABLE FOR APPROVED MANUFACTURERS 2 THE ENTIRE STRIP SEAL ASSEMBLY SHALL BE CONSTRUCTED SO THAT THE STRIP SEAL MAY BE REMOVED AND REPLACED 3 DO NOT' USE STEEL SHAPES WITH HORIZONTAL LEGS IN CURB OR BARRIER REGION STEEL SHAPE TYPES "* ,.5-., -n-'L -jj-L 5" MOTION RANGE @ PIER 1 & 6 EXP. JT. MANUFACTURER ITEM NAME TI1 WId] yId] OPENING "G' MIN OPENING "G" STEEL INSTALLATION TYPE TYPE Y MANUFACTURER ITEM NAME NORMAL TO JT WIDTH NORMAL NORMAL TO JT SHAPE S T TYPE V W X TYPE o S BROWN DSB STRIP SEAL SSCM2 1 1/4" 8" SSA2 * 1 1 4" 2" SSE2, * ,.. 1 1 2" MIN MAX TO JOINT @40 @64, @8O'F WATSON BOWMAN ACME WABO STRIP SEAL M, R 2 3/4" 3 1/4 A 1 1 4" 2" E 1 1/2" 1 1 2' o S BROWN DSB STRIP SEAL 12-S00 1/2" S 1/2" 1 1/2" 2 1 4" 1 1/2" ,.. SSM2 R J WATSON, INC RJ STRIP SEAL RJM 2 3/4" 3 1/4" RJA 1 1 4" 2" RJE 1 1/4" 1 1 2" WATSON BOWMAN ACME WABO STRIP SEAL SE -500 0" 5" 1 1/2" 2 1 4" 1 1/2" r M2 HEXCEL FYFE CO STRIP J200-C C 2 1/2 3" A 1 1 4" 2' E 1 3/8" 1 1 2' R J WATSON, INC R J. STRIP SEAL 500 1/2" 5" 1 1/2" 2 1 4" 1 1/2" r RJM "* DESIGNATION TYPE AND DIMENSIONS MAY VARY AS * TRIM OUTSTANDING LEGS OF SSCM2 MANUFACTURER'S INVENTORY CHANGES SHAPE FOR USE IN TRAFFIC BARRIER DESIGNED M woo DATE 10/2006 >> 8TH STREET BRIDGE REPLACEMENTS V35 DRAWN L BOROS DATE 10/2006 , ~ ~O. V, Of " -e.- Exeltech Consuning. Inc ~ PUBLIC WORKS DEPARTMENT CHECKED S LEE DATE 12/2006 ........- ~. CITY OF PORT ANGELES 13~ ~- -... 2590 W,lIomette Dr NE V ALLEY CREEK BRIDGE H SCALE I>S NOTED V SCALE NONE I t e h Lac.y, WA 98516 PO. BOX 1150 ~ 1 e X e C 321 EAST 5TH STREET Phone 360.357 8289 OF FILE 0328POXX dwg PROJ NAME PORT ANGELES, WA 98362 PHONE (206) 457-0411 \ Lac.y. WA . Seattle, WA . Satem. OR Fox: 360357.8225 EXPANSION JOINT DETAILS I en ALL DIMENSIONS ARE IN FEET NO DATE REVl SION BY APPEND UNLESS OTHERWISE NOTED RXPmEs.. u 03-07 7/) I E ~ ". ~ '" '" B ". ~ ." ~ ~ ... '" <;;: z Q ~ ~ ~ 1 ~ ~ e u ~ :Ji! ! ~ ~ ~ o '0 ~ i ;; .15 "6 IE b I E in 0; ! ~ 00 N .., i Q. . ~ Cl .... :::> ~ ::5 ei & ii\ . ~ I '" !:2 . Q. <:> " '" ~. .!! [ E' ~ '" '" ,,' <:> I Ci I ~ ~ , , <; .s ~ il 6 ~ ~ :':l I ~ I ~ ~ '" o ~ o .g ~ ~ - ij, !; . ~ 3- "6 o t<: 2' ~ ~ 11 <Ii ~ ~ 0; .., 05 ., ~ 3- 8 <:> ~ NO DATE Q. 56'-3 9'-0" 120' 0" I PEDESTRIAN BARRIER W/BRIDGE RAILING TYPE BP I ~ 53'-0" o .,., ;t;1 ...., UJ z :J ::c u <I "'I JUNCTION BOX (TYP) '9 i- "" -' :~~ ""0 in 'f' '- 30+00 ~ .... 119' 0" 141'-0" 128'-0" 65 SPA @ 8'-0" 520' 0" It ROADWAY 34+00 L -LINE (8TH STREET) REV! SION FILE FILENAME PROJ NAME PROJNAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED 128'-0" 176'-0" DESIGNED K WILLIAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED M WOO DA TE 12/2006 H SCALE HSCALE V SCALE VSCALE PLAN 130'-0" 6 EQ 124'-0" I I \ o .,., + ('oj ...., UJ z 1-' liS < '" 128'-0 176' -0" NOTES SEE SHEET V40 FOR LUMINAIRE ANCHORAGE DETAILS SEE ILLUMINATION PLANS FOR ADDITIONAL LUMINAIRE. LUMINAlRE POLE. AND ELECTRICAIL INFORMATION LUMINAIRE POLE 11' -0" DUMMY JOINT SPACING ~ BACK OF PVMT SEAT STA 36+3000 25' V1EW POINT STA 30+7400 G LIGHTING SYSTEM CONDUIT J-BOXES TRAFFIC SYSTEM CONDUIT J-BOXES e-. ~ 8TH STREET BRIDGE REPLACEMENTS V36 Exellech Consulllng, Inc. PUBLIC WORKS DEPARTMENT --...--- ---. CITY OF PORT ANGELES VALLEY CREEK BRIDGE /3& ----- ........... 2590 Wlllomell. Or NE e X e tee h Lacey. WA 98516 321 EAST 5TH STREET POBOX 1150 OF Phone: 360.357 8289 PORT ANGELES. WA 98362 PHONE (206) 457-0411 Lacey, WI. . Stottle, WI. . Salem. OR Fox. 360357.8225 PEDESTRIAN BARRIER LAY 0 U T It;;'-b 31+00 L-LlNE (8TH STREET) 3'-3" TYP STA 30+7400 VIEW POINT 130'-0" 130'-0" 128'-0" 67'-9" 35+00 ~ ...... 36+00 128' -0" 71'-0" 135'-0" . . . ~ "l! .!! 6 Ill. E ~ '" 0, " C I 15 I ~ 0; " " .., ~ '" =>! ~ :!;I lli i;: I>: i:; '" <( jg l:l e "- ..!. !;1 ~ <:; 2 Ei ~ ~ ~ ~ - :g I ~ I ~ l; 0::: " .. ~ to ~ - 1J, ~ ! "6 ~ ~ ~ .. .g> <:: ., ;; 1: '" .c: i5 .. -li '" c <( ~ ., ~ 2" c ~ "- NO DATE BEVEL BOTH ENDS (1YP) ~ ''''L'- 6' -2" ~ DATE NUMERALS (iNSIDE FACE) (SEE STD PLAN E-l) '0 FINAL GROUNDLlNE ~ ~ '-'-' ~~ OZ ----ceo- TOP OF SIDEWALK " / /;:~=~::-~~~~~~~~~~~~~~~~~~~~~= 2 ~ 2"; RGS CONDUIT PIPES (1YP) OR SEE WIRING SCHEDULE FOR CONDUIT SIZE I CONDUIT DEFLECTION FmlNG A J W / ,NTI.... BOND'" JlIMPER BLOCKOUT FOR CONDUITS 3'-0" BOTTOM OF STRUCTURAL SLAB OUTSIDE ELEVATION END OF MODIFIED PEDESTRIAN BARRIER '~ 'N ~J ~ ~ [ill Y o,~ ~ rmW SURFACE FINISH TO BE EQUIV & PARALLEL TO RDWY SURFACE 6'-6" 0~4 @ 1'-6" MAX CONTIN W/ 2'-0" MIN SPLICE 10" TOP OF RDWY SLAB . VERTICAL - rm~5 @ 9" ~ []I] #5 @ 9" ~ 0~4 @ 1'-6" ..... 0 01'/FT TYPICAL SECTION PEDESTRIAN BARRIER DESIGNED K WILLIAMS DRAWN J SANFORD CHECKED M WOO DATE 10/2006 DATE 10/2006 DATE 12/2006 H SCALE- AS NOTED V SCALE NONE REVISION FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET BY APPEND UNLESS OTHERWISE NOTED 3/4" CHAMFER (1YP) 00 #4 @ 1'-6" 00 #6 CONTINUOUS W/3'-1' MIN SPLICE ~ #4 CONTINUOUS W / 2'-0" MIN SPLICE [ill #4 @ 1'-6" CONST, Jr. WITH ROUGHENED SURFACE 00 #4 FORMED DECK EDGE SLAB REINF (lYP) SEE OTHER PLAN SHEETS FOR DETAILS It 3/4" CHAMFER OR 1/2" HAlF-ROUND DRIP GROOVE . MIN. HEIGHT. PEDESTRIAN BARRIER HEIGHT MAY VARY IF REQUIRED TO PROVIDE A SMOOTH PROFILE .. INCLUDE IN BAALlST SUPERSTRUCTURE 19 =l CONDUIT EXPANSION FITTING, EA. CONDUIT '" ~ o Vi ~ '", BARRIER W / STRUCTURAL SLAB PLAN TOP OF ROADWAY 6'-6" I]Th] ~5 @ 9" [JQ[I \f7,5 @ 9" I ~ ~~4 ~\f7,5 ~ __ 001'/FT . . 1 B30 1 #4 '9 ..... ~ #4 @ 1'-6" OPTIONAL 'v CONST JT WITH -r-- .......... ROUGHENED 1___ SURFACE QQQ]~4 13011 #4 I B30 1 #4 n I 'n '9 'N CONST JT WITH ROUGHENED SURFACE NOTE FOR CONDUIT PIPE: STUB OUT & CAP 3'-4" FROM END OF BRIDGE BAARIER, EXCEPT TERMINATE IN JUNCTION BOX WHERE AND WHEN SHOWN ON LAYOUT p/ ~ /'" --- .......... exeltech Lacey, Wi. SeoHle, WI. . Salem. OR E.eltech Con,ulling. Inc 2590 Wlllomette Dr NE Locey, WA 98516 Phone 360357.8289 Fa. 3603578225 2'-0" 1 3031 #4 SECTION C) ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PEDESTRIAN BARRIER DETAILS 1 OF 3 or 1S'~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES V37 ;]7 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE' (206) 457-0411 . . . STAINLESS STEEL COVER SCREWS (TYP) S S MOUNTING TABS (TOP & BOTTOM) TYP 1 1/2"x1 1/2"x1 1/2"x12 GAUGE ~ 1! .e 6 ~ ~ " '" " <> I <5 I 1:: '" ,. " '" i:s " U) ,,; ~ ~ i.5 ~ OJ <: ~ ~ ~ I ~ ~ u .s ~ ~ ~ G ~ ~ - '" <> I ~ I ~ J J-BOX & BARRIER PANEL I 1/2 L (TYP) I ELEVATION BUNDLE [ID #5 OR [][] #5 ADJACENT TO EACH END OF JUNCTION BOX /-.......- ___________-/ L -~~~~~~~~=./ '" ---------- 2 - 2"~ CONDUIT PIPES (TYP,) OR SIZE CONDUIT PER WIRING SCHEDULE ~ J-BOX & BARRIER PANEL I L (TYP) I r LT & 2 - #4x3'-6"(TYP) SECURE CONDUIT AND BOX TO REBAR TO PREVENT MOVEMENT 8" TYP 2 1/4" TYP ~" :':::. '----------- --<-=--========= CONDUITS & J-BOX IN TRAFFIC BARRIER WHERE CONDUIT IN A STRUCTURE IS ROUTED ACROSS A JOINT, WRAP STEEL CONDUIT PIPE FOR 1'-0" ON EACH SIDE OF JOINT PIPE WRAP TAPE SHALL BE 2" WIDE AND INSTALLED WITH A MINIMUM OF r OVERLAP 3'-0" LONG EXPANDED POLYSTYRENE SLEEVE AROUND CONDUIT DUCT TAPE EXPANSION JOINT SEAMS AND ENDS TO SEAL AND 11 PREVENT CONCRETE FROM BONDING WITH FITTING AND CONDUIT CONDUIT EXPANSION FITTING "'" "- ,." . .', ~ <:: o ~ ~ ~ ~ - :g, 5 ,. ~ '6 " S. :5 ~ .g. ~ CONDUIT PIPE SIZED PER WIRING SCHEDULE 3" MIN" 6" MAX, (CONDUIT & THREADS CAST OUTSIDE STRUCTURE) ~ a:: u :z o u --' <5 (/) BONDING JUMPER CONDUIT DEFLECTION FITTING WITH INTERNAL BONDING JUMPER CONDUIT EXPANSION FITTING CONDUIT FITTING - (TYPE AX FOR MOVEMENT OF :I: 2") AT BRIDGE EXPANSION JOINTS ;; ~ .:: U) s '" ~ q; '" " '" 5 n. ~ 8 ~ REVISION n. NO DATE CONDUIT DEFLECTION FITTING A CONDUIT FITTING - TYPE OX FOR DEFLECTION OF 30' AND 3/4" MOVEMENT PLACE AT CONDUIT PIPE EXIT FROM STRUCTURE BY APPEND DESIGNED K WILLIAMS DATE 10/2006 DRAWN J SANfORD DATE 10/2006 CHECKED M WOO DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~ ~ --............. exeltech lacey, WA Seattle. WA Salem, OR RECTANGULAR PATTERN WITH 3/4" DEEP GROOVE TYP FOR ALL BARRIER PANEL ~ 'to '<Xl ..... "- '" '.... '.... "- ~ '" N ..... "- '" SECTION m 3 4" PREMOLDED JOINT FILLER SEE STANDARD PLANS WHERE CONDUIT IN A STRUCTURE IS ROUTED ACROSS A JOINT, WRAP STEEL CONDUIT PIPE FOR 1'-0" ON EACH SIDE OF JOINT PIPE WRAP TAPE SHALL BE 2" WIDE AND INSTALLED WITH A MINIMUM OF 1" OVERLAP JUNCTION BOX & PULL BOX 8" X 8" X 1'-6" NEMA 4X, S S, (JUNCTION BOX CAN BE RECESSED UP TO 1/2", SEE SPECIAL PROVISIONS) CONCRET .." , '.... "- '" CONDUIT PIPE CONDUIT PIPE 1'-0" LONG EXPANDED POLYSTYRENE SLEEVE AROUND CONDUIT ExeltQch Consulting. Inc 2590 Wlllamette Dr HE Lacey, WA 98516 Phone' 360 357 8289 Fax 3603578225 CONDUIT DEFLECTION FITTING B CONDUIT FITTING - TYPE OX FOR DEFLECTION OF 30' AND 3/4" MOVEMENT CONDUIT PIPES PLACED THROUGH RETAIING WALL TRAFFIC BARRIER SHALL BE FITTED WITH DEFLECTION FITTINGS AT A MAXIMUM SPACING OF 120 FEET THE DEFLECTION FITTINGS SHALL BE PLACED AT THE TRAFFIC BARRIER OPEN JOINT THAT COINCIDES WITH THE RETAINING WALL STEM EXPANSION JOINT NEAREST TO THE TRANSVERSE CONSTRUCTION JOINT IN THE WALL FOOTING ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 1/16"0 POLYETHYLENE OR COPPER PIPE DRAIN 2 N STAINLESS STEEL MOUNTING TABS (TOP & BOT) 1 1/2"x1 1/2"x1 1/2"x12 GAUGE ',;" '- -BUNDLE 2 B1 #5 OR 2 B8 #5 ADJACENT TO EACH END OF JUNCTION BOX SECTION C) 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE PEDESTRIAN BARRIER DETAILS 2 OF 3 V38 ! ] CC OF i c; ?; . -,; 6 !S il. ~. ~ '" " C I C I 1:l '" ~ " .., l5 .., '" "" ~ ~ i5 ~ ~ '" ~ . tl ~ I '" ~ ~ i; .s ~ 1 ~ G :;. ~ ;;;- C I ~ I ~ ~ ;::: 0 ~ ~ t: ! ~ '" ~ 0 ~ "6 S '" 2" ~ ~ '" " <ii ;; ~ '" oS ., ~ ~ '" c "" . ~ ~ ~ c ). NO DATE .. 1 1/2":1: l/S" ~I N~ ~=l/S" l/S" TO 1./2" DEEP ,~ ~~ IRREGULAR FRACTURE ... . FRACTURED FIN FINISH JUNCTION BOX lOCATIONS STATED BELOW ARE APPROXIMATE CENTER JUNCTION BOX INSTALLATION BETWEEN BARRIER DUMMY JOINTS JUNCTION BOX LOCATIONS STATION OFFSET lABEL 29+25 23.5 IT & RT IT 30+13 23.5 IT & RT TS 30+45 23.5 IT & RT IT 31+43 23.5 IT & RT TS 31+75 23.5 IT & RT IT 33+03 23.5 IT & RT IT 33+19 23.5 IT & RT TS 34+31 23.5 IT & RT IT 34+95 23.5 IT & RT TS 35+59 23.5 IT & RT IT TS = TRAFFIC SYSTEM IT = LIGHTING SYSTEM INSTAll All CONDUIT RUNS TO DRAIN TO A BRIDGE END OR PROVIDE DRAIN AT All lOW POINTS IN CONDUIT RUN ON BRIDGE ~ OMIT DUMMY JT ON THIS FACE 'R INDENT CONST JT AS NECESSARY rFINAl GROUNDlINE 2 ~ 2"~ CONDUIT PIPES OR SEE WIRING SCHEDULE FOR CONDUIT SIZE DESIGNED K WILLIAMS DATE 10/2006 fit STREET DRAWN J SANFORD DATE 10/2006 0' " ~ ~ 8TH BRIDGE REPLACEMENTS V39 h~ Exeltech Consulting, Inc PUBLIC WORKS DEPARTMENT CHECKED tot WOO DATE 12/2006 ~ ~ CITY OF PORT ANGELES 2590 Willomett. Dr. NE V ALLEY CREEK BRIDGE [ Jet H SCALE AS NOTED V SCALE NONE I tee h Locey, WA 98516 e x e 321 EAST 5TH STREET POBOX 1150 FILE 0328XXXX dW9 PROJ NAME Phone 360 357 8289 PORT ANGELES. WA 98362 PHONE (206) 457-0411 PEDESTRIAN BARRIER DETAILS OF Lacey, Wit . Seattle. WA . Salem, OR Fox 360 357 8225 i ~ Cb ALL DIMENSIONS ARE IN FEET ."."."."... 3 OF 3 REVISION BY APPEND UNLESS OTHERWISE NOTED I EXPIRES: 11 05-0'l' I ~i +. ~ 3 1/1' (MIN) FRACTURED FlN FINISH - OMIT DUMMY JOINT ON THIS FACE\ I 1::1 1111 1111 1111 < 1111 <> i> ~1I1 DUMMY JOINTS _ .--~ :11: NORMAl TO GRADE ~ _ _ _ _ ilL_ IjDUMMY JOINT -J ~IEW A V37 All CHAMFERS 3/4" SEE ''LAYOUT' FOR APPLICABLE SURFACE FINISH I r--m---{ "-1 SECTION C) SECTION (J;) V37 ^ V j 11/'- Ol"" ~ JOINT I. <;:::. W EPOXY COATED PEDESTRIAN BARRIER BAR LIST ALl REINFORCING SHALL BE AASHTO M 31. GR. 60. MARK SIZE lENGTH BENDING DIAGRAM (ALl DIMENSIONS ARE 01lT TO 01lT) 81 5 (0) ~i 6 1/2" 82 4 (0) STR. 83 4 (0) STR 2- ~ o "0 .e.. B4 6 (0) STR. IB~' ,:- 88 5 (0) '--~ 1 9"'- FORrnJW& []I] 8ARS 00-':"" '- SEE BRIDGE BARlIST (0) DETERMINE FROM PlANS ^ -y DUMMY JOINT DETAIL . OMIT 1'-6" x 1'-6" SQUARE AREA OF FRACTURED FIN FINISH CENTERED AROUND LIGHTING BRACKET ANCHORAGE ~ JUNCTION BOX I JUNCTION BOX & PULL BOX 8" x 8" x 1'-6" NEMA 4x S S (TYP) JUNCTION BOX CAN BE RECESSED UP TO 1/2" (SEE SPECIAL PROVISIONS) TOP OF BARRIER FRACTURED FIN FINISH l3::! -cr 0:: -_ a I U :z: <:: -", LEVEL LINES 3'-3" -", 1" THICK ANCHOR Ii' . , -- . NO DATE 2 @] #6 3/8"0 POLYETHYLENE OR COPPER DRAIN PIPE ELEVATION 1 1/2" h 1'-1" !F ] 10" N '- -0 1i'1 -N '- 6 1/2" 1 3/8"0 HOLE (TYP) ANCHOR PLATE GALVANIZE PER MSHTO M 111 REVISION BY APPEND DESIGNED M WOO DATE 10/2006 DRAWN L BOROS DATE 10/2006 CHECKED S LEE DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED TOP OF ROADWAY NOTE: - ALL CONDUIT SHALL BE RIGID GALVANIZED STEEL (RGS) INSTALL ALL CONDUIT RUNS TO DRAIN TO A BRIDGE END OR PROVIDE DRAIN AT ALL LOW POINTS WITHIN CONDUIT RUN SEE "TRAFFIC BARRIER SHEETS" FOR BARRIER DIMENSIONS - ALL HIGH STRENGTH (H S) BOLTS SHALL BE AASHTO M164 HARDENED WASHERS SHALL CONFORM TO ASTM F 436 LUMINAIRE POLE CONDUIT PER WIRING SCHEDULE HANDHOLE TOWARD TRAFFIC SIDE 8" x 8" x 1 -6" NEMA 4x S S JUNCTION BOX FINISHED GRADE ELEVATION LIGHTING BRACKET PER J-1B ELEVATION LUMINAIRE PROFILE SUPPORT (SHOWN FOR SINGLE SLOPE BARRIER, SIMILAR FOR PEDESTRIAN BARRIER) ~ Exeltech Consulting, Inc. -&"Ji't- - ---- ----~ - ---. 2590 Willamelle Or. HE Lacey. WA 98516 Phone: 360 357 8289 Fax 360 357 8225 exeltech Lotty. WA . Seattle, WA . Salem. oa ~ CHIP OR FORM FACE OF BARRIER FLUSH UNDER SUPPORT ELBOW BASE PLATE APPLY EPOXY RESIN TO SURFACE TO ASSURE UNIFORM BEARING SURFACE ~ 1"0 H S BOLT THREADED FULL LENGTH WITH HARDENED LOCK WASHER AND HEAVY HEX NUT (TYP) LUMINAIRE STA PUBLlC WORKS DEPARTMENT CITY OF PORT ANGELES 2 [:KJ #6 'r '- TIGHTEN ANCHOR Ii' BETWEEN BOLT HEAD AND HEX NUT/LOCK WASHER (TYP) 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 1"0 RGS CONDUIT PIPE & CAP [][] #6 ANCHOR Ii' . TOP OF SIDEWALK . . SECTION @ LUMINAIRE ON POLE LOCATIONS BRIDGE 8" x 8" x 1'-6" NEMA 4x S S JUNCTION BOX STATION OFFSET 29+2825 245 LT 30+48 25 24 5 RT 31+7825 245 LT 33+06 25 24 5 RT 34+3425 245 LT 35+62 25 24 5 RT ANCHORAGE BARLlST FACE OF BARRIER ALL REINF MARK # ~ [E] SHALL BE MSHTO M31, GRADE 60 SIZE LENGTH BEND TYPE 6 6 1'-9" 5' -0" STRAIGHT STRAIGHT PLAN 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE LUMINAIRE ANCHOR DETAILS V40 1"1'0 OF I L?L:6 . END SECTION VARIES i RESIN BONDED ANCHORS OR ANCHOR BOLTS BALUSTER SPA @ PERMISSIBLE JOINT 8" MAX (DIVIDED IN TOP RAlr EQUALLY) BEND BEFORE ANCHOR SPA ANODIZI NG ,. -4" MAX ~ EXPANSION JOINT TYPICAL INTERIOR SECTION VARIES BALUSTER SPA 8" MAX ANCHOR SPA ,. -4" MAX ~ NORMAL TO GRADE (TYP) / TOP OF ROADWAY L _AT CURB LINE ELEVATION BALUSTER AND GUARDRAIL SECTION ATTACHMENT DETAILS NOT SHOWN "E 1 ~~ 0> ~ 0 N . 0 a. ~ N ~ 0 0- <D W ~ 'i ::J :ii w '-' c ~ ~ i ~ 1 ~ -0 > ! c 0 c ~ ~ '" j i .5 <5 ~ 15: ~ ! ~ ~ <D 0; . r ~ ~ ~ ~ ./ NO DATE REVISION 0- 6" FOR EXP RAIL SPL FOR TYP RAIL SPL DRIVE PIN ~ SEE * AT DETAIL V 4 TOP OF TRAFFIC BARRIER IIIII lJ lJ TYP 3/16 "t' II (SEE NOTE) . I- i OPEN JOINT 1- BALUSTER & ANCHOR SPACINGS SHOWN 4" ARE MAXIMUM ALLOWABLE VARY AS NECESSARY ADJACENT TO BRIDGE EXPANSION JOINTS SEE 'GENERAL DETAIL" THIS SHEET j TRAFFIC BARRIER NOTE "t' DIMENSION EQUALS MAX OPENING OR CLOSING OF CONC RAIL BASE AT EXPANSION JOINTS 1/2" MIN L I I I I I I t RESIN BONDED ANCHORS OR ANCHOR BOLTS (BURR THREAD AFTER I INSTALLING) I 1 1 / 4"~ HOLE THROUGH COVER Ii! (TYP EACH BALUSTER) II II lLll J GENERAL DETAIL DESIGNED K WlLUAMS DRA WN J SANFORD CHECKED M WOO H SCALE AS NOTED DA TE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE =~ .......- --- exeltech BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Locey, WI. . SIattIe, WI. . Salem. OR 1 4" TYP EXCEPT AT EXP JT Exenech Consullong, Inc. ~ 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES "-"'-. --.. 2590 Willamelle Dr NE Locey, WA 98516 Phone' 360,3578289 Fax: 360.357 8225 NOTES PIPE RAILING, PIPE RAILING SPLICES, COVER PLATES AND BOTTOM EXTRUDED CHANNELS SHALL BE BENT TO THE HORIZONTAL CURVE WHERE THE RADIUS OF CURVATURE IS LESS THAN 200 FEET 2 SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETIE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM MATERIAL BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS 3 PIPE RAILING, PIPE RAILING SPLICES, COVER PLATES AND BOTTOM EXTRUDED CHANNELS MAY BE HEATED TO NOT MORE THAN 400'F FOR A PERIOD NOT TO EXCEED 30 MINUTES TO FACILITATE FORMING OR BENDING TO HORIZONTAL CURVATURE 4 CUmNG SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH FLAME CUTTING WILL NOT BE PERMITTED 5 WELDING OF ALUMINUM SHALL CONFORM TO STD SPEC SECTION 9-2814(3) 6 AFTER FABRICATION, POSTS SHALL BE HEAT TREATED IN ACCORDANCE WrrH SECTION 65 OF THE AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS DATED 2001 AND INTEREMS THROUGH 2002 7 ALL ALUMINUM PARTS SHALL BE GIVEN A CLEAR ANODIC COATING OF AT LEAST 00006 INCHES THICK AND SEALED TO MEET THE REQUIREMENTS OF ASTM B 580 WITH A UNIFORM FINISH 8 PIPE RAILING, PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE ADEQUATELY WRAPPED TO INSURE SURFACE PROTECTION DURING HANDLING AND TRANSPORTATION TO THE JOB SITE 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE BRIDGE RAILING TYPE BP 1 OF V41 I Lfl OF 2 i r; Cb . . { ~~ m I ! N ~ 0 "- m w 1= '-' z ::l 12 w '-' C> ~ ~ 1 ~ 1 <; ~ ~ I 0 . 0 ~ -g ~ ~ i Ji f '" ,:; ;s 1 ~ ~ '" .. ! ;l! '" N a ,:; ~ --- NO DATE 0. . i ANCHOR BOLTS OR I RESIN BONDED ANCHORS 3 4" THIS COVER PLATE SECTION SHALL BE SNAPPED INTO POSITION AFTER 2"~ STD PIPE HAS BEEN WELDED TO BOTTOM EXTRUDED CHANNEL BALUSTER 2' SEE DETAIL 1/8" ALUM Ii' WELDED TO END OF CHANNEL (WELD BEFORE ANODIZING) 1/32" RADIUS AT TOP & SIDES 1/8" ALUM Ii' FULL WIDTH OF EXTRUDED CHANNEL -' "!;( PART ::. ::. PIPES :::J z ::;; EXTRUDED :::J -' CHANNELS & q: COVER PLATES ANCHOR BOLTS, NUTS & WASHERS -' u.J PLATES u.J >- VJ DRIVE PINS REVISION END DETAIL COVER PLATE SHALL BE SNAPPED INTO POSITION AFTER BOTTOM EXTRUDED CHANNEL HAS BEEN BOLTED INTO PLACE EXCEPT AT 1/4" 1/8 DRAIN HOLE 71_EXTRUDED U CHANNEL TOP OF CONC TRAFFIC BARRIER POLYURETHANE OR SILICONE SEALANT (COLOR TO MATCH ALUMINUM RAILING) ASTM B221- 6005- T5 PIPE DETAIL D DRAIN HOLES NOT SHOWN PIPE MATERIAL SPECIFICATION ASTM B221- 6005- T5 SCHEDULE 40 (STD PIPE) ANSI H35 2, Table 16 7 COVER PLATE SHALL BE SNAPPED INTO POSITION AFTER BOTTOM EXTRUDED CHANNEL HAS BEEN BOLTED INTO PLACE TOP OF CONC TRAFFIC BARRIER AASHTO M164 (GALVANIZE IN ACCORDANCE WITH MSHTO SPECIFICATION M232) AASHTO M 183 SECTION @ V4 ASTM A-276 TYPE 300 STAINLESS STEEL DESIGNED K WILlJAI,tS DRA WN J SANFORD CHECKED ~ WOO H SCALE I>S NOTED Lac.,.. WI. . SeatU., WA . Salem. OR DA TE 10/2006 DATE 10/2006 DATE 12/2006 V SCALE NONE ~-- Exe~ech Consulllng, Inc. 2590 Willamelle Dr NE Lacey. WA 98516 Phone 360.357 8289 Fax. 360357.8225 """......~ -- --.,~ -.... exeltech BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED EXPIRES- u-os-rn . It 3/8"~ DRIVE PINS 2"~ STD PIPE RAILING SPLICE DRILL 3/8"~ HOLE FOR 3/8" DRIVE PIN AT LOCATION SHOWN. 2 1 /2"~ STD PIPE RAILING 2 1 /2"~ STD PIPE RAILING 2"~ STD PIPE RAILING SPLICE DRILL 3/8"~ HOLE FOR 3/8" DRIVE PIN AT LOCATION SHOWN 3/8" MIN 9/16" MAX 3/16" MIN 3/8" MAX 3/ 4"~ STD PIPE BALUSTER ALUM Ii' 3/16 x 1 x 0'-1 (2 REQ'D PER PIPE RAILING SPLICE) 3/ 4"~ STD PIPE BALUSTER RAILING & BALUSTER RAILING & BALUSTER ~ DETAIL B OPTION # 1 . LOCATE ON OPPOSITE SIDE OF TRAFFIC DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING . LOCATE ON OPPOSITE SIDE OF TRAFFIC DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING DETAIL B OPTION #2 t BASE & BALUSTER 3 1/4" TOP OF TRAFFIC BARRIER It RESIN BONDED ANCHORS FILL w/ 1" 00 WASHERS ~ I-- AS NECESSARY TO (TYP ) II ADJUST TOP OF RAIL TRIM TIPS TO A SMOOTH PROFILE AT WASHERS AND PLUMB RAILING DRILL 1 1 / 4"~ HOLE THROUGH I COVER PLATE AT EA BALUSTER COVER PLATE 1/32" RADIUS (TYP) BOTTOM 3/16' EXTRUDED ~ CHANNEL -..,. '" 6" EMBEDMENT FOR ANCHOR BOLTS (FOR RESIN BONDED ANCHORS USE MFG'S RECOM'D'N) 1 /2"~ HOLE AT INTERIOR SECTIONS OR 1 /2" x 7/8" SLOTTED HOLE (FOR LONGITUDINAL ADJUSTMENT) AT END SECTIONS AND AT SECTIONS IMMEDIATELY ADJACENT TO EXPANSION JOINTS PI I I I I :~I :1 _.!.._L____~_L_ 3/8"~ RESIN BONDED ANCHORS W/STD JlC1J-h -- -,--1-+,:J NUT & 3/8" STD WASHER OR 3/8"~ X 7 1/2" POLYURETHANE OR SILICONE SEALANT U--.LJ ANCHOR BOLTS COLOR TO MATCH ALUMINUM RAILING 3/8"~ X 7 1/2" ANCHOR BOLTS W/ STD NUT & roo TACK WELD 3 SIDES EA HEAD WASHER, THREADED 10 N C 1 1/8" LONG (ALTERNATE TO STEEL Ii' 1/8 X 2 X 0' -3 3/8"~ RESIN BONDED ANCHORS) ~ ANCHOR BOLTS SHALL BE ~ POSITIONED IN A JIG DURING WELDING DETAIL ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE BRIDGE RAILING TYPE BP 2 OF 2 PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 3/8 V42 IL{~ OF i t;co S = Bar is included in substructure quantities.~ L = Lump sum quantity. ---, T = Transverse , or S = Seismic . o :z ~ LOCATION . PIER 2 COLUlAN LT 5 LT LONGITUDIN/IL 6 LT SPIRAL 7 LT SPIRAL PIER 2 COLUlAN RT 5 RT LONGITUDINAL 6 RT SPIRAL 7 RT SPIRAL PIER 3 COLUlAN 55 COLUlAN LT ok RT 56 COLUlAN SPIRAL 57 COLUlAN SPIRAL PIER 4 COLUlAN 55 COLUMN LT ok RT 56 COLUlAN SPIRAL 57 COLUlAN SPIRAL PIER 5 COLUlAN LT 5 LT LONGITUDIN/IL 6 LT SPIRAL 7 LT SPIRAL PIER 5 COLUMN RT 5 RT LONGITUDIN/IL 6 RT SPIRAL 7 RT SPIRAL PIER 2 ok 5 CROSSBEAM 20 CROSSBEAM BOT 21 CROSSBEAM TOP 22 STIRRUPS 23 SIDE BARS 24 CROSS BEAM TOP llE 25 OfAPHRAGlA 26 DIAPHRAGM ~ 27 DIAPHRAGlA llE i 28 DIAPHRAGM TOP e" 29 CROSSBEAM llES 0 COL ~ 30 END Of CROSSBEAM llE ". 31 END Of CROSSBEAM TElAP STEEL ::; 32 DIAPHRAGlA TORSIONAL STEEL I 33 DIAPHRAGlA SIDE BAR ~ 34 BOT Of DIA. llES ~ PIER 3 ok 4 CROSSBEAM ~ 70 CROSSBEAM BOT ~ 71 CROSSBEAM TOP ~ 72 STIRRUPS 0: 73 SIDE BARS , 74 CROSS BEAM TOP llE ~ 75 DIAPHRAGlA _ 76 DIAPHRAGM .go 77 DIAPHRAGM llE & 78 DIAPHRAGlA TOP ~ 79 CROSSBEAM llES 0 COL ~ 80 END Of CROSSBEAM llE -: 81 EMD OF CROSSBEAM mAP STEEL .go 82 DIAPHRAGlA TORSION/IL STEEL ! 83 DIAPHRAGlA SIDE BAR ~ 84 BOT Of DIA. llES i PIER 1 (ABUTlAENT 1) ! 100 80T Of foollNG ~ 101 BOT Of foollNG ~ 102 TOP Of foollNG ~ 103 TOP Of foollNG ~ 104 STElA WALL 8 105 STElA WALL ~ 106 BACKWALL ~ 107 BACKWALL .go & 108 STElA WALL ~ 109 STElA WALL ~ 110 STElA WALL ok BACKWALL Vi 111 STEM llES ~ 112 STElA WALL llES . ~ .; '" ~ "" ~ '" ~ ~ :3 3- Q. NO DATE ... ~ ~~ ~ in~a:~ :z ... '" 11 44 89 6 1 67 6 1 67 11 44 89 6 1 67 6 1 67 11 88 89 6 2 67 6 2 67 11 B8 89 6 2 67 6 2 67 11 44 89 6 1 67 6 1 67 11 44 89 6 1 67 6 1 67 11 20 SO 11 20 56 622872T 620SOT 6 150 58 T 6 130 73 T 628SOT 4 120 58 T 8 24 SO T 6 64 74 T 62856T 4 56 56 T 8 176 58 T 660SOT 48858T 11 20 50 11 20 56 622872T 6 20 SO T 6 150 58 T 6 130 73 T 628SOT 4 120 58 T 8 24 SO T 6 64 74 T 6 28 56 T 4 56 56 T 8 176 58 T 660SOT 4 88 58 T 8 76 SO 6 14 50 6 51 SO 6 950T 64954T 7 49 54 T 7 49 50 T 5 49 SO T 67SOT 6 7SOT 5 21 SO T 64958T 4 144 58 T REVISION D::: ~ ~ :::I: fii 5l ~ '-' ~ i:5 ~~~~~ 0 ~3(/)~ :z S S S S S S S S S S S S S S S S S S S S S S S S S S S S E = Bar is to be epoxy coated. V = Bar dimensions vary between dimensions shown on this rme and the following line. U fl I IN DllAENSIONS (OUT TO oUT) W X Y Z ~ ~ flllN flllN flllN flllN OEGOEG fl IIN LBS LENGTH WEIGHT S S 5 706.0650 5 9.0 35 00 0 35 0 80 75 00 5903560045080750.0 S 5 S 71 60 6 50 5903500035080750.0 5 90 36 60 0 45 0 8.0 75 0.0 S 5 S 101 1 0 6 50 5 90 44 00 0 35 0 80 75 00 5 90 57 1.0 0 45 0 80 75 0.0 5 5 S 98 00 6 50 5 90 44 00 0 35 0 80 75 00 5 9.0 54 0.0 0 4.5 0 8.0 75 00 S S S 79 60 6 50 590350003508.07500 5 90 44 60 0 45 0 80 75 0.0 S S S 79 6.0 6 5.0 5 90 35 0.0 0 35 0 80 75 0.0 59044600450807500 S 44 2.0 45 20 4 60 6 2.0 6 20 45 0.0 6 90 3 80 13 6.0 13 6.0 46 60 6 90 48 00 6 20 2 60 2 60 14 00 6 8.0 13 6.0 9 50 3100 44 2.0 45 20 4 60 6 20 6 20 45 00 6 90 3 80 13 6.0 13 60 46 6.0 6 90 48 00 6 20 2 6.0 2 6.0 14 00 6 8.0 13 60 9 50 3100 13 60 50 30 13 60 50 30 8 50 8 50 10 10 11 10 46 5.0 48 50 48 50 5 40 5 40 DESIGNED' II. WOO DRAWN' S. GRAFf CHECKED R. SIIITH H. SCALE DATE 01/2007 DATE 01/2007 DATE 01/2007 V SCALE BY APPEND FILE PROJ NAME ALL DIMENSIONS ARE IN fEET UNLESS OTHERWISE NOTED 76 11 17982 2163 5 3249 1706 10 2563 77 11 18216 2163 5 3249 1754 11 2636 107 6 50263 2719 9 8169 2744 7 8244 104 5 48822 2719 9 8169 2596 4 7799 85 11 20086 2163 5 3249 2139 7 3213 85 11 20086 2163 5 3249 2139 7 3213 44 2 4693 48 6 5151 17 10 6096 45 0 1352 8 3 1856 31 8 6177 46 6 1955 7 5 594 48 0 3076 10 10 1043 15 8 660 7 3 271 15 6 7273 9 5 849 4 6 264 44 2 4693 48 6 5151 17 10 6096 45 0 1352 8 3 1856 31 8 6177 46 6 1955 7 5 594 48 0 3076 10 10 1043 15 8 660 7 3 271 15 6 7273 9 5 849 4 6 264 13 6 2739 50 3 1057 13 6 1034 50 3 679 9 3 682 9 5 942 10 1 1010 11 1 566 48 5 509 48 5 509 48 5 1060 6 10 502 5 12 576 S =. Ba~ IS Includ~ In substructure quantitiea.~ L = Lump sum quantity. ---, T = Transverse \ or S = Seismic o :z ~ LOCAllON 113 EQ SlOPER 114 EQ SlOPER 115 BACKWALL llES 116 TOP Of BACKWALL 117 STElAWALL BLOCKOUT 113 EQ SlOPER PIER 6 (ABUTlAENT 6) 100 BOT Of fOOllNG 101 BOT Of foollNG 102 TOP Of fOOllNG 103 TOP Of fOOllNG 104 STElA WALL 105 STElA WALL 106 BACKWALL 107 BACKWALL 108 STElA WALL 109 STElA WALL 110 STElA WALL ok BACKWALL 111 STElA TIES 112 STElA WALl TIES 113 EQ SlOPER 114 EQ SlOPER 1 15 BACKWALL llES 116 TOP Of BACKWALL 117 STElAWALl BLOCKOUT 113 EQ SlOPER PIER 1 ok 6 WlNGWALLS (3 EA.) 160 HORIZONTAL 161 HORIZONTAL 162 VERllCAL 163 VERllCAL 164 TOP OF W1NGWALL 165 TOP OF WlNGWALL 166 VERllCAL 167 VERllCAL 168 BOT Of WlNGWALL 169 HORIZONTAL 170 HORIZONTAL IB'-O' CURTAIN WALLS (1 EA.) 131 BOT OF WALL 132 TOP Of WALL 133 LOWER HORIZONTAL 134 UPPER WALL 135 LOWER HORIZONTAL 136 UPPER HORIZONTAL 137 VERllCAL NS 138 VERllCAL FS 139 VERllCAL NS 140 VERllCAL FS 151 TOP OF WALL 12' -0" CURTAIN WALL (3 EA) 141 BOT Of WALL 142 TOP OF WALL 143 LOWER HORIZONTAL 144 UPPER WALL 145 LOWER HORIZONTAL 146 UPPER HORIZONTAL 147 VERllCAL NS 0/ ~ --...... exeltech Locey. WA . Seaffle. WA Salem, OR E = Bar is to be epoxy coated. ,...---- V = Bar dimensions vary between dimensions / shown on this line and the following line. L&J Q;;;2 !:;;( :I: ~m~~Vi~~8~~ U;~D::: ~ ~~~~~ 0 ~~--' ~ :z 4 12 50 T S 4 5673T S 4 196 58 T S 4 4974T S 4 16 50 T S 4 650T S 8 76 50 S 6 14 50 S 6 51 50 S 6 950T S 6 4954T S 7 4954T S 7 4950T S 5 4950T S 6 750T S 6 750T S 5 21 50 T S 6 4958T S 4 9858T S 4 12 50 T S 4 56 73 T S 4 196 58 T S 4 49 74 T S 4 16 50 T S 4 650T S 64580T S 5 24 80 T S 5 24 50 T S 4 2450T S 8 680T S 4 33 74 T S 6 12 50 T S 4 12 50 T S 6 650T S 6 18 50 T S 5 18 50 T S 8 250T S 8 254T S 6 554T S 6 11 54 T S 4 354T S 4 8 54 T S 5 10 50 1 S 4 10 50 T S 6 8 50 T S 4 8501 S 4 18 74 T S 8 6 50 1 8 654T 6 18 54 T 6 24 54 T 4 9 54 T 4 21 54 T 5 12 50 T Exeltech Consulting, Inc 2590 Willamette Or HE Lacey, WA 98516 Phone 360 3S7.8289 Fax' 3603578225 S 14 00 S 15 00 S 14 00 S V 3 12 00 3 60 S 14 00 S V 3 11 00 3 6.0 S V 3 5 00 U fl I IN 6 50 110.0 2 10 1 30 3 70 2 40 13 60 SO 30 13 60 SO 30 8 50 8 50 10 10 11 10 48 50 48 50 48 50 5 40 5 40 6 50 1100 2 10 1 30 3 70 2 4.0 V 1 13 00 8 00 V 1 13 00 8 00 V 1 8 60 4 60 V 1 8 60 4 6.0 13 00 0100 16 0.0 16 0.0 11 6.0 5 0.0 5 00 20 00 22 00 20 00 V 1 19 00 4 00 18 00 V 1 18 00 4 00 V 1 7 00 2 90 V 1 7 00 2 90 V 1 14 60 10 60 V 1146.0 10 6.0 0100 OllAENSIONS (OUT TO OUT) W X Y Z flllN flllN flllN flllN 24024.0 20020.0 2 40 2 40 20.0200 1 00 0 30 1 00 0 30 1 00 0 30 10.0 030 10.0 040 1 00 1 00 1 00 1 00 ~ PUBLIC WORKS DEPARTMENT CITY or PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 LENGTH WEIGHT Ql 02 DEG OEG fl I IN LBS 6 5 51 7 1 264 2 9 359 5 1 166 3 7 38 249 13 6 2739 50 3 1057 13 6 1034 50 3 679 9 3 682 9 5 942 10 1 1010 11 1 566 48 5 509 48 5 509 48 5 1060 6 10 502 5 12 392 6 5 51 7 1 264 2 9 359 5 1 166 3 7 38 2 4 9 105 105 105 105 13 11 8 11 771 13 11 8 11 286 8 6 4 6 163 8 6 4 6 104 13 10 222 2 8 59 16 0 288 16 0 128 11 6 104 5 0 135 5 0 94 105 20 0 107 23 2 123 20 10 157 19 10 4 10 204 18 . 4 37 18 4 4 4 60 7 0 2 9 51 7 0 2 9 33 14 6 10 6 150 14 6 10 6 67 2 8 32 14 0 224 16 2 258 14 10 401 12 10 4 4 310 14 4 86 11 4 3 10 106 5 0 I" u c.. c.. TYPE 50 TYPE 51 TYPE 52 TYPE 53 TYPE 54 r r TYPE 56 L TYPE 57 TYPE 58 TYPE 55 r I TYPE 59 u ~ TYPE 66 ~ ~ I =-4~ ~ BENDING DIAGRAMS .J .J J J J ) ~3S. ..J I ~~~~ u f1-- --H--ft- {B{~ 1 u I I u I -f-t- --rf-t- -+'+- ft- {[!f~ ~IE ~ u --t+Tr rr~ IADD~h&R~ I Z FEET Of' SPIRAL LENGTH 10 ACCOUNT FOR SPUCES TYPE 67 1TIw1G+ w -~ ~2 1J~j I u I u I" . I :f~ ~~lf 11 ..TIEf.....!l!. -'r. .mE....N.. ~~I u I teE!. ~A? 13S.y y....<~3S. { I. U TYPE 83 ~ II] {liJ] ~ ~ --rY- {~I~I ] I~I {WJ ~ NOTE: 1 ALL REINFORCING BARS ON 1HIS SHEET SHALL BE MSHTO M-31 UNLESS SHOWN OTHERWISE 2 REINFORCING FOR PEDES1RIAN BARRIERS BASE BID NOT SHOWN IN THE BAR LIST. SEE PEDESTRIAN BARRIER SHEET 3 REINFORCING FOR SHAFTS NOT SHOWN IN THE BAR LIST SEE COLUMN AND SHAFT SHEETS 4 NUMBER AND LENGTH OF BARS TO BE DffiRMINED BY THE CONTRACTOR FROM PLANS 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE BAR LIST 1 OF 2 V43 Iii} OF 1 r,"" , ;;.- --0 . . . S = Bar is included in subsinJctul'8 quantities. - E = Bar is to be epoxy coated. L = Lump sum quantity. ---. \ T = Transverse \ r--- V = Bar dimensions vary between dimensions or S = Seismic \ 1. II J J shown on this nne ond the following line. o :z "" ~ LOCATION 148 VERTICAL FS ~ ~~ Vi ~ c::: :z llJ C:::::::E !;;( :I: ~ !ii5l!;j8g) ~ 15l5~~~~ 0 OJ ~3Vl~ :z 4 12 50 T S V 3 149 VERTICAL NS 6 2450T S V3 150 VERTICAL FS 4 2450T S V3 S 151 TOP OF WAlL 4 ABlJIMENT DIAPHRAGM 260 BOT OF OIAPH 7 261 BOT OF DIAPH 7 262 SIDE BARS 4 263 BEYOND TOP OF DIAPH 6 264 lIIlUlY BLOCK OUT 4 265 STIRRUPS 4 266 VERTICAL REBARS NEAR GIRDER 4 INTERMEDIATE DIAPHRAGM 270 BOT OF DIAPH 7 272 SIDE REBARS 4 273 BEYOND TOP OF OIAPH 6 274 VERTICAL TIES 4 275 STIRRUPS 4 271 BOT OF DIAPH 7 PEDESTRIAN STRUCTURAL SLAB (4 EA 300 GRADE BEAM STIRRUPS 4 301 BOT OF SlAB 4 302 TOP OF SlAB 303 GRADE BEAM 8< BOT OF SLAB ~ 304 TOP OF SLAB ii E 305 DOWEL FOR BARRIER ~ l'fPICAL DECK '" ... " '" I o I ~ .. ~ .... ~ '" ~ I ~ - " .go <li ~ ~ - .. " .go ! .. '" ~ ~ 5. ;; -!: I ~ :5 ~ :! .go <li 201 DECK 202 DECK 200 DECK 203 DECK 208 DECK 209 DECK 210 DECK 213 DECK 214 DECK 215 DECK 219 DECK 204 DECK 205 DECK 206 DECK 207 DECK 217 DECK 212 DECK 216 DECK 211 DECK 200A DECK 20M DECK 201A DECK 220 DECK 221 DECK 222 DECK 223 DECK ;; 218 DECK ~ '" S co ~ '" ~ <( SIDEWALK 246 SIDEWALK 244 SIDEWALK 15 "- co ~ ;!. g ~ "- NO DATE REVISION 39 74 T 12 50 T 16 50 T 8050T 6 50 T 32 50 T 80 74 T 6450T 90 50 T 480 50 T 3050T 480 50 T 60D 74 T 12D 50 T .) 5683T 5650T 5 5669T 4 32 50 T 4 32 50 T 5 64 74 T 5 1058 52 5 2176 51 5 1410 89 4 160 89 6 8089 6 12 50 4 8089 6 138 50 6 8089 4 58 89 6 12 50 4 116 89 6 10 89 6 58 89 66450 6 6450 6 6489 6 5889 4 16 89 5 100 89 5 76 51 5 76 51 6 12 89 6 80 89 6 64 89 6 58 89 6 80 89 4 10 89 4 941 74 E E V 4 E V 4 13 11 V 4 13 11 E 0 E 48 E 7 E 48 E 115 E 90 E 60 E 58 E 60 E 85 E 72 E 50 E 109 E 751 E 90 E 60 E 50 E 80 E 80 E 68 EV248 61 E V 2 20 26 E V 2 3D 36 E 70 E 100 E 70 E 90 E 75 E 754 E 6 BY APPEND U FT IIN 3 6 5 0 3 6 13 6 10 0 13 6 10 0 o 10 DIMENSIONS (OUT TO OUT) W X Y Z 01 02 FTIIN FTrlN FTIIN FTIIN DEGDEG 1 0 1 0 6 0 9 5 9 5 48 0 3 8 D 9 5 0 7 10 7 10 6 0 9 5 48 0 4 6 o 5 9 5 6 D 6 0 2 10 7 1 7 4 1 9 7 0 o 11 1 3 1 3 7 2 6 2 6 6 6 6 2 0 o 2 0 o 2 3 o o .2 0 o o 2 3 o 2 0 o 55 2 0 o 2 3 o 2 3 o o 023 o 2 3 020 6 2 0 620 3 9 3 9 o 2 3 o 2 3 o 2 3 o 2 3 o 2 3 5 2 0 3 0 52 o 45 DESIGNED. M. WOO DRAWN S. GRAFF CHECKED R. SMITH H SCALE DATE. 01/2007 DATE 01/2007 DATE 01/2007 V SCALE FILE PROJ NAfotE ALL OIfotENSIONS ARE IN FEET UNLESS OTHERWISE NOTED LENGTH WEIGHT FT I IN LBS 3 6 53 5 0 3 6 34 13 6 10 0 424 13 6 10 0 188 2 8 69 6 0 147 9 5 308 9 5 503 48 0 433 3 8 78 16 3 868 5 0 214 6 0 1104 9 5 3019 48 0 2163 4 6 1443 12 3 4907 9 5 2310 o 9 8 361 7 1 7 4 270 8 9 511 13 1 11 3 260 13 1 11 3 260 5 4 358 49 8 54780 8 1 18322 50 6 74259 119 0 12718 92 3 11084 60 0 1081 60 0 3206 60 0 12435 87 3 10483 74 0 2867 50 0 901 113 6 8791 778 0 11684 92 3 8036 60 0 5767 50 0 4806 82 3 7906 82 3 7165 70 0 748 50 6 63 6 5945 20 10 27 4 1908 30 10 37 4 2701 72 3 1302 102 3 12285 72 3 6945 92 3 8036 77 3 9281 790 5 5279 6 10 4305 o :z ~ VIEWPOINT SlAB 245 VIEWPOINT 24M \IIEWPOINT 240 \IIEWPOINT 241 \IIEWPOINT 242 VIEWPOINT 243 VIEWPOINT 242 VIEWPOINT VIEWPOINT BRACKET 274 VERTICAL TIES 276 STIRRUPS 277 SIDE REBARS 278 DIAGONAL 279 TOP OF BRACKET 4 32 74 EV 463 810.5 E V 2 50 0 30 0 E 0 11 E V 4 10 0 1310.5 E V 2 30 0 1 0 E V 2 50 0 1 0 E 30 0 4 6 89 92 56 92 54 10 50 24 89 14 50 4 5 8 50 T 18 74 T 4 6 V 2 0 5 o 5 V 4 5 7 3 0 5 0 51 8 16 50 T 7 10 4 80 T 2 80 ~ Exeltech Consulting. Inc ~ 2590 W,lIamette Or NE Lacey. WA 98516 Phone 360 357 8289 Fax 360 357 8225 exeltech Lacey. WA . Seottle. WI.. Sol.m, OR o 55 o 55 2 0 2 0 o 45 o 45 LENGTH WEIGHT 01 02 DEG DEG FT I IN LBS 6 10 9 6 175 52 0 30 0 164 2 4 223 10 8 14 7 1213 30 0 1 0 162 52 0 1 0 663 30 0 438 4 6 4 6 24 12 2 6 2 173 5 7 3 0 72 4 135 135 7 11 65 6 900 900 66 7 573 2 0 2 0 6 0 3 0 6 0 3 0 o o PUBLIC WORKS DEPARTfotENT CITY OF' PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 1 6 1 10 1 6 1 10 o o BENDING DIAGRAMS u L L TYPE 50 TYPE 51 TYPE 52 ..J ..J '"') J J S = Bar is included in subsbuclul'8 qua~88. \ E = Bar is to be epoxy cooted. L = Lump sum quantity. ~' T = Transverse r--- V = Bar dimensions vary between dimensions or S = Seismic II 1. J _ shown on this line and the following nne. ~ ~ "" ~ :I: DIMENSIONS (OUT TO OUT) l:tJ~~ ~ ~~u~ ~ LOCATION u; ~ l>: ~ l5 ~ ~ ~ ~ 0 U W X Y Z ~~3 Eb :z FTIIN FTIIN FTIIN FTIIN FTIIN TYPE 53 TYPE 54 r r TYPE 56 L TYPE 57 TYPE 58 TYPE 55 1 ~3S' ..J I r I TYPE 59 u w TYPE 66 -I ~II- ~ ~r 1"--/ u u {]ill {W] ~ ~ {1] ~I {WJ ~~ -----D "~ I TYP~ 89 I ft- -fi-ft- ~IB {~ I U.I I U I --rt- -+4- ---tY+-- --rr {l!i3 {JfJ ~ U --t+1T o-~ IAOO~h~~ I Z FEET OF SPIRAL LENGTH TO ACCOUNT FOR SPUCES TYPE 67 1!1w~ WLj -GLGt ~2 LOj I U I I U I #I. ~~1 ~hl U I tcCI. ;;;~ ~l~:t 13S'Y y....<~3S. { I U TYPE 83 NOTE: 1. ALL REINFORCING BARS ON THIS SHEET SHALL BE MSHTO 1.4-31 UNLESS SHOWN OTHERWISE 2 REINFORCING FOR PEDESTRIAN BARRIERS BASE BID NOT SHOWN IN THE BAR LIST. SEE PEDESTRIAN BARRIER SHEET 3 REINFORCING FOR SHAFTS NOT SHOWN IN THE BAR LIST SEE COLUMN AND SHAFT SHEETS 4. NUMBER AND LENGTH OF BARS TO BE DffiRMINED BY THE CONTRACTOR FROM PLANS 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE BAR LIST 2 OF 2 V44 1L-1'4 , OF l t; ~ . ~. ;;; '" " o I c; I ~ '" ~ "" .... :;, ~ ::3 eJ 0: 0: O'i <: ~ ~ ~ . Cl '" 8 -;:; o o ~ Cl o .... " ~ >l! ~ " .... ..., "< I '" ! ~ ~ <:; 2 S- -'< ~ ~ ~ ~ - :g I ~ I ~ - ~ "" o ~ ~ ~ ~ - ~ '" ~ 2 ~ "5 ~ li: 2' ~ ~ .go <ii <; ! v, "" 00 It LIGHT STANDARD It LIGHT STANDARD 76'-10" It J-BOX 5'-4 1/2" 8'-2" 7 PANELS @ 9'-8" PEDESTRIAN BARRIER W / STRUCTURAL SLAB (TYP BEYOND BACK OF PVMT SEAT) U') r- N r- + co N -.. ~ ~ '9 ;... '9 ;... TRAFFIC SYSTEM J-BOX SPACING RIGHT SIDE SHOWN, LEFT SIDE SAME PYLON (TYP) (ALTERNATIVE B ONLY) 126'-1 r 108'-4" It LIGHT STANDARD It J-BOX 5'-4 1/2" 11 PANELS @ 9'-8" I o ':';1 ~I ..., :z :::; :c u ~I It ROADWAY It J-BOX NO DATE DESIGNED K WILLIAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED M WOO DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 0328B01 dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED REVISION BY APPEND 98'-8" 10 PANELS @ 9'-8" 30+00 It J-BOX 108'-4" 11 PANELS @ 9'-8" BXPIRES. 11-03-0'1 It LIGHT STANDARD 51'-6" It LIGHT STANDARD It J-BOX 5'-4 1/2" 2 PANELS @ 9'-8" I It J-BOX 5'-4 1/2" VIEWPOINT PANEL 2 PANELS @ 9'-8" I 10 PANELS @ g -8" ~ ..... 34+00 L -LINE (8TH STREET) 166'-4" /"'~ 1'-0" 25'-0" It LIGHT STANDARD It J-BOX 5'-4 1/2" PLAN e-- exeltech ~ -..... Lacey, WA . Seottte, WA . Salem. OR VIEW POINT STA 30+7400, 30 LT I 25' 0" 31+00 L -LINE (8TH STREET) VIEW POINT STA 30+7400 (3000 RT) 150' -2" 108'-4" 11 PANELS @ 9'-8" It LIGHT STANDARD 98'-8" 32+00 It LIGHT STAN DARD It LIGHT STANDARD 105'-10" It J-BOX 5'-4 1/2" 10 PANELS @ 9'-8" ALT A PEDESTRIAN BARRIER W/BRIDGE RAILING TYPE BP OR ALT B PEDESTRIAN BARRIER W/ ALT B BRIDGE RAILING III 35+00 It J-BOX Exeltech Consulting, Inc ~ 2590 Wlllametle Or. HE Lacey. WA 98516 Phone: 360.357 8289 Fax: 360.357.8225 ~ ..... --------------- 5'-4 1/2" 1'-6" x 1'-6" LIGHT STANDARD BASE (TYP) 136'-7" PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 It J-BOX \ NOTES: CENTER LIGHTING SYSTEM JUNCTION BOXES WITHIN WIDTH OF FRACTURED FIN FINISH AREA ADJACENT TO LIGHT STANDARD BASE LOCATE TRAFFIC SYSTEM JUNCTION BOXES IN 1'-4" WIDE AREA OF SMOOTH FINISH BETWEEN FRACTURED FIN FINISH AREAS o U') + N ,..., I..., :z p :c ~ '" 178'-0" It LIGHT STANDARD ALT A & B LIGHT STANDARD AND LIGHTING SYSTEM JUNCTION BOX LEFT SIDE SHOWN, RIGHT SIDE SAME 8'-2" U') N '" N + <0 ,..., ;::0 V1 TRAFFIC SYSTEM J-BOX SPACING RIGHT SIDE SHOWN, LEFT SIDE SAME 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE ALT. A & B PEDESTRIAN BARRIER LAYOUT V45 I t.f,5 OF I t;; ~ . . . ::' { ~ ;;; m 9 o N o t N ~ o ~ ~ ffi ! ~ ; < ! ::: 1 ~ "i 5 ~ I . '5 . o ~ ~ '"' j ~ J< f '" 6 is J ~ -. I ~ '" N ~ i ;: NO DATE 5Dill#4 4~~4 &rnII#4\/~~ ~~4mp& 4 fTI3l #4 BOTTOM _ , CONDUIT DEFLECTION FITTINGS (2) 1/2" PREMOLDED JOINT FILLER j;IGHT STANDARD BASE CONDUIT EXPANSION FlmNGS (2) " I '" r2-21"~4~ONDUIT PIPES 1 -6 6 -9 - JUNCTION BOX & PULL BOX (TYP) B"xB"X l' -4" NEMA 4X STAINLESS STEEL WITH BOLT-ON LID - SEE SHEET V39 FOR LOCATIONS EDGE OF SLAB c======.:::::::::::;:: B" 8'-4" FRACTURED FIN FINISH 1'-4" @-~ 3" PLAN 6'-6" 1'-1" ~...., 3" -------------------- TOP OF ROADWAY ~~~~~~~~~~~~~~------ ,~~ TOP OF SIDEWALK FINISH GRADE OVER CONDUIT PIPES ~-<<>z , - --'" _ CONSTR JOINT WITH ROUGHENED SURFACE BOTTOM OF BARRIER Z OPTIONAL CONSTR JOINT WITH '? ROUGHENED r.--, SURFACE ~~4 " ," ' CONDUIT DEFLECTION FITTING 2'-0" 1.IDJ#4 OUTSIDE ELEVATION END OF BARRIER C) SECTION REVISION BY APPEND DESIGNED K WILIJAMS DATE 10/2006 DRAWN J SANFORO DA IT 10/2006 CHECKED M WOO DATE 12/2006 H SCALE />S NOTED V SCALE NONE FILE 032BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Lacey, WA . SeattSll. WA . Salem. OR er ExeUech Consulllng, Inc, ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES ~- ~ ~ ....... 2590 Willomette Or, NE Locey, WA 98516 Phone: 360 357 8289 Fox: 360357,8225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 exeltech -9 -...- ALT A & BLIGHT STANDARD - FOR DETAILS SEE SHEET V51 3/4"0 x 2'-8" ANCHOR BOLTS (4 TOTAL) mp OF SIDEWALK j :~ n ( ! -.... 1'-4" VIEW C) VIEW ~ , 1 1/2":1:1/8" " '-~/tDITP :> IRREGULAR FRACTURE ,~ /\ FRACTURED FIN FINISH -co "- +1 3" x3" CHAMFER FRACTURED FIN FINISH (RECESSED) TOP OF SIDEWAlK 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE ALT. A PEDESTRIAN BARRIER DETAILS 1 OF 2 V46 l(..{& OF l'~ ~ ," i u,:"' "^"",, 0 . It LIGHT STANDARD 9" I 9" ~ 31/2" 3 1/2" 11" 3 1/2" JUNCTION BOX & PULL BOX 8"x8"x1'-4" NEMA 4X STAINLESS STEEL WITH BOLT-ON LID 3 1/2" --- - -r-It ANCHOR BOLTS 1----1"0 CONDUIT PIPE ./r' 3/4"0 x 2'-8" ANCHOR BOLTS (4 TOTAL)~_ " .- -.... Ii Y II II :! II i! ~') /~#4 STAINLESS STEEL MOUNTING TAB TYP It J-BOX 1 1/2'x 1 1/2"x 1 1/2" X 12 GAUGE I I / ".'LESS srm covrn SC"EW (TIP) I / ~ TOP OF PED BARRIER j I V r2"0 CONDUIT PIPES 'rb" ~ -- /J> " " -~::-" / /TOP OF SIDEWALK -- -- -_-L~T ^ '~-- 8" 8" 1 1 /2" CLR JUNCTION BOX & PULL BOX 8"x8"x1'-6" NEMA 4X STAINLESS STEEL WITH BOLT-ON LID STAINLESS STEEL \ MOUNTING TAB TYP 1 1/2" x 1 1/2" x 1 1/2"x 12 GAUGE- v- I I I I I I I I . I I '9 '- -,- ~ 1"0 CONDUIT PIPE \ r TOP OF PED BARRIER \ _\, ~#4\ \ \- 1~~#4 ~ ~ #5 ~ LIGHT STANDARD 11 13351 #4 1"0 CONDUIT PIPE ._ ~I o.! ~#5 (TYP) ~ .,9 ''f -..,. '- '0 @Up -<oN 8:; 11 ...-, LlJill #4 \';: ~ TOP OF SIDEWALK-: /~: "LT (0) : , /~/ ==?( \ ---------\-^-1-~------------ LL~STAINLESS STlEEL COVER SCREW TYP BUNDLE VERTICAL BARS ADJACENT TO EACH NOTE SECURE CONDUIT AND BOXES END OF JUNCTION BOX TO REBAR TO PREVENT MOVEMENT TO' OC SO'''lK\ < 2LmJ #5~ 8 /' ~ l// <--------------? 2, I \ 1~ I 7 1/2" [jj[] 15~ 10 1/; ~ QljJ 15 --'---' -~, , , , , " " ------ o~ ~~i -< // / / -----17L--- ---- r^ 1 V1/2" CLR ::r-r0 CONDUIT ---L, PIPE J FORMED EDGE ~ Vl > z ~ :u <::> 3/4'0 ANCHOR BOLTS (4 TOTAL) I -. ^ v ! m ~ o N o ~ N ~ o ~ #5. [lli] #5 Q;lliJ #5 cmJ #5 1'-5" MAX 1'-5" MAX C) SECTION -J ADJUST SPACING OF VERTICAL REINF ELEVATION C) SECTION . ~ ~ '" w '" ~ ~ g: ~ -< ~ 3J: 1 ~ "i ~ 6'-6" SIDEWALK 1'-1" / FOR BP RAILING ANCHORAGE DETAILS SEE SHT V42 SURFACE FINISH [11K]~4 @ 1'-6" MAX 3" 10"/ TO BE EQUIV CONTIN W/ 2'-0" ,_, / '~I : _____13341 #4 @ 1'-6" & PARALLEL TO MIN SPLICE I!:i\! ~ RDWY SURFACE. ~ - I \/ I 3331 #6 CONTINUOUS FRACTURED FIN FINISH~ _ ~ W/J-7" MIN. SPLICE '244lW#4@1 6 ----........ ~ ~13321 #4 CONTINUOUS USE 3/4" EDGER~' [l..f:!:!..I '- " : I~ /' W/2'-O" MIN SPLICE TOP OF "", \i'7 RDWY SLAB \ "" _ 0 01 1FT II [mJ''14 @ 1'-6" MAX 1 \<<>1 "I. : /' ~ .0 . 1 ""-"------:--~' >;J' ~ ~,~ WI "OUG",WED ~ j ~,'- SLAB REINF. (TYP) SEE OTHER ~ SHEETS FOR DETAILS . ^- LJJ!J.J #4 @ 1'-6" ~ FORMED ~RRIER EDGE I 1'-~ j ----- It 3/4" CHAMFER OR 1/2" HALF -ROUND DRIP GROOVE WHERE CONDUIT IN A STRUCTURE IS 3/4" PREMOLDED JOINT F1LLER[ ~ ROUTED ACROSS A JOINT, WRAP STEEL SEE STANDARD PLANS I CONDUIT PIPE FOR 1'-0" ON EACH SIDE OF JOINT PIPE WRAP TAPE SHALL BE ,CQNCRETE ~ ONCRETE, 2" WIDE AND INSTALLED WITH A MINIMUM OF 1" OVERLAP WHERE CONDUIT IN A STRUCTURE IS ROUTED ACROSS A JOINT, WRAP STlEEL CONDUIT PIPE FOR 1'-0" ON EACH 3' -0" LONG EXPANDED POLYSTYRENE SIDE OF JOINT PIPE WRAP TAPE SH~LL BE 2" WIDE SLEEVE AROUND CONDUIT DUCT TAPE AND INSTALLED WITH A MINIMUM OF 1 OVERLAP__ SEAMS AND ENDS TO SEAL AND EXPANSION JOINT \ PREVENT CONCRETE FROM BONDING~ WITH FITTING AND C~DUIT " ~ ',', \~ :.:{:!~~t EXPANSION ::II JJI: ::l : ":\ ::'~'~ING JUMPER - t; 3" MIN. 6" MAX (CONDUIT & THREADS ~I(:"_' 5 CAST OUTSIDE STRUCTURE) _____..."....\. :.,; ;~~:.>;, 3" MIN. 6" MAX ~'''' z -..I!",.: ,_ :',~ (CONDUIT & THREADS l.'€:: ~'J.;4 8 I' ",' :!,I~, I CAST OUTSIDE STRUCTURE) _~' '. ". >, \ ~. r ~:'1 j:/" ~~[;:. 'i'l: ::.~:; LCONDUIT PIPE ....... . "F"::.., CONDUIT DEFLECTION FITTING <5 ...-," ,.," WITH INTERNAL BONDING JUMPE Vl CONDUIT PIPE 1'-0" LONG EXPANDED POLYSTYRENE CONDUIT DEFLECTION FITTING CONDUIT PIP - SLEEVE AROUND CONDUIT WITH INTERNAL BONDING JUMPER CONDUIT DEFLECTION FITTING A CONDUIT DEFLECTION FITTING B CONDUIT FITTING - TYPE OX FOR DEFLECTION OF 3ft AND CONDUIT FITTING - TYPE OX FOR DEFLECTION OF 3ft AND 3/4" MOVEMENT 3/4" MOVEMENT PLACE AT CONDUIT PIPE EXIT FROM STRUCTURE CONDUIT PIPES PLACED THROUGH RETAIING WALL TRAFFIC BARRIER SHALL BE FITTED WITH DEFLECTION FITTINGS AT A MAXIMUM SPACING OF 120 FEET THE DEFLECTION FITTINGS SHALL BE PLACED AT THE TRAFFIC BARRIER OPEN JOINT THAT COINCIDES WITH THE RETAINING WALL STEM EXPANSION JOINT NEAREST TO THE TRANSVERSE CONSTRUCTION JOINT IN THE WALL FOOTING ~ f :'J',':"": CONDUIT PIPE SIZED PER WIRING SCHEDULE CONDUIT EXPANSION FITTING CONDUIT FITTING - (TYPE AX FOR MOVEMENT OF:l: 2") AT BRIDGE EXPANSION JOINTS 'E ~ o ~ ~ '" j ~ ~ <5 tf -6 15 ! TYPICAL SECTION PEDESTRIAN BARRIER ~ ~ SKI 0' \; t;. ~~ ~ f ~l~NAL ~c, ~ . "'YYY" . BXPIRES 11 03-07 DESIGNED K WIllIAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED ~ WOO DATE 12/2006 H SCALE /<S NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE ALT. A PEDESTRIAN BARRIER DETAILS 2 OF 2 V47 107 OF It;~ _ e.-_ ~ . " .{ Exellech Consulting. Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES ~- ~ """""'-- --... ~ 00 N ;3 ~ ;;;: NO DATE 2590 Willamett. Dr. NE lacey. WA 98516 Phone. 360.357 8289 Fa., 360 357 8225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 locey. WI. . Stottl.. WA . Salem. OR REVISION BY APPEND . lli!Ulli[]~4 SEE OUTSIDE ELEVATION END OF BARRIER FOR ADD'L PYLON REINF DETAILS 1/2" PREMOLDED JOINT FILLER j;IGHT STANDARD BASE CONDUIT EXPANSION FlnlNGS (2) r2-2"~ ~ONDUIT PIPES 1'-6" 1 -4 JUNCTION BOX & PULL BOX (TYP) 8"x8"X 1'-4" NEMA 4X STAINLESS STEEL WITH BOLT -ON LID - SEE SHEET V39 FOR LOCATIONS TOP OF SIDEWALK EDGE OF SLAB c=======:::::::::: ~ ffiiJ #4 TOP & _____b 00 #4 BOTTOM ~ . N .., "E i ! m ~ ~ t N ~ 0 ~ ~ "" w I ~ ~ '" ~ ~ 1 ~ 1 J;' ~ I ~ '5 ~ 0 ~ ~ i ji .15 c g '" 6 ~ 1 ~ ilj 0; I ~ ~ N .., i ./ NO DATE a. . 8'-4" FRACTURED FIN FINISH 1'-4" ~ VIEW CD ~-1 PLAN 3" 1'-1" 1'-6" 6'-6" ~~~~~~~~~=~~~~-- ,," '-,', TOP OF SIDEWALK 6" -9 10" SEE SHEET V42 FOR / BRIDGE RAILING TYPE BP ANCHORAGE DETAILS It LIGHT STANDARD TOP OF BARRIER FOR RAILING DETAILS SEE ,SHEET V50 -- OPTIONAL CONSTR JOINT WITH ROUGHENED SURFACE [lill ~4 FRACTURED FIN FINISH~ ~ CHIJ~4 1"~ CONDUIT PYLON TOP OF ROADWAY , -..,. -<0 -c;< Qill#4 ~ ~-<oz , - -_::::E FINISH GRADE OVER CONDUIT PIPES CONDUIT DEFLECTION FIniNG -..,. '- 3' '? -...., CONSTR JOINT WITH - ROUGHENED SURFACE OUTSIDE ELEVATION END OF BARRIER 1343 1#4 2',,0" SECTION REVI SION DESIGNED K WIWAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED M WOO DATE 12/2006 H SCALE />S NOTED V SCALE NONE FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Lacey, WI. . SeottIe. WI. . Salem. OR -~- ~ Exeltech Consu",ng. Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES ~--- ~ '~ ---- 2590 W,lIomeHe Or. NE Locey, WA 98516 Phone. 360.357.8289 Fax. 360 357 8225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 BY APPEND ALT A & BLIGHT STANDARD - FOR DETAILS SEE SHEET V51 1'-6" x 1'-6" LIGHT STD BASE -"" '- -H 3"x3" CHAMFER -'? -..,. FRACTURED FIN FINISH (RECESSED) TOP OF SIDEWALK VIEW (;) 1 1/2":1:1/8" " klr--~/2' DEEP :::- IRREGULAR FRACTURE ,~ FRACTURED FIN FINISH 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE ALT. B PEDESTRIAN BARRIER DETAILS 1 OF 2 V48 ll.{'D OF , ,.. (j ! l-J U ! WHERE CONDUIT IN A STRUCTURE IS ROUTED ACROSS 3/4" PREMOLD ED JOINT FILLER[ :; A JOINT, WRAP STEEL CONDUIT PIPE FOR 1'-0" ON EACH SEE STANDARD PLANS .-'_~ SIDE OF JOINT PIPE WRAP TAPE SHALL BE 2" WIDE - 3'-0" LONG EXPANDED POLYSTYRENE AND INSTALLED WITH A MINIMUM OF ,.. OVERLAP ~ - ,CONCRETF:CONCRFTF ~ SLEEVE AROUND CONDUIT DUCT TAPE f"'" .. SEAMS AND ENDS TO SEAL AND EXPANSION JOINT t;:j 3" MIN, 6" MAX (CONDUIT & THREADS .Jk" i ::w'mn:iiN~~~T BONDlN\1i r~~~T EXPA'.O' I;o~'li:. ~"A1lS ;rc >.'li)! ~ "" OUTS'" srnucru~') n ~;';J~t} ,,',,, ! ~ ':.:"';~..'.":.~.~ ::~"\'.':':~I:;~"~" ~ C::D:~;S~::L:::~:TU:~~~NG '<.. "''', <5 ~r;[!;";:[?'~~k'-CONDUIT PIPE . . . .... WITH INTERNAL BONDING JUMPE V1 CONDUIT PIPE ~ 'E CONDUIT PIPE SIZED 1'-0" LONG EXPANDED POLYSTYRENE CONDUIT DEFLECTION FITTING PER WIRING SCHEDULE BONDING JUMPER CONDUIT PIP - SLEEVE AROUND CONDUIT WITH INTERNAL BONDING JUMPER CONDUIT EXPANSION FITTING CONDUIT DEFLECTION FITTING A CONDUIT DEFLECTION FITTING B CONDUIT FITTING - (TYPE AX FOR MOVEMENT OF :I: 2") CONDUIT FITTING _ TYPE OX FOR DEFLECTION OF 30' AND CONDUiT FITTING - TYPE OX FOR DEFLECTION OF 30' AND 3/4' MOVEMENT AT BRIDGE EXPANSION JOINTS 3/4' MOVEMENT PLACE AT CONDUIT PIPE EXIT FROM STRUCTURE CONDUIT PIPES PLACED THROUGH RETAIING WALL TRAFFIC BARRIER SHALL BE FITTED WITH DEFLECTION FITTINGS AT A MAXIMUM SPACING OF 120 FEET THE DEFLECTION FITTINGS SHALL BE PLACED AT THE TRAFFIC BARRIER OPEN JOINT THAT COINCIDES WITH THE RETAINING WALL STEM EXPANSION JOINT NEAREST TO THE TRANSVERSE CONSTRUCTION JOINT IN THE WALL FOOTING . 3 1/2" 3/4"~ x 2'-8" ANCHOR BOLTS (4 TOTAL) JUNCTION BOX & PULL BOX 8"x8"x1'-6" NEMA 4X STAINLESS STEEL WITH BOLT-ON LID STAINLESS STEEL MOUNTING TAB TYP 1 1/2" x 1 1/2' x 1 \\\~ STAINLESS STEEL COVER SCREW 1/2"x 12 GAUGE' 1"~ CONDUIT PIPE \ ~ rTOP OF PED B:~ \ ~#4 TOP OF SIDEWALK _____ '::: ! <~~\ 1 \ 1. . . . "'~ . . LT f;\ .~ ~'- ~ { --------~-^~\- ------------ L;STAINLESS STEEL COVER SCREW TYP BUNDLE VERTICAL BARS ADJACENT TO EACH NOTE SECURE CONDUIT AND BOXES END OF JUNCTION BOX TOREBAR TO PREVENT MOVEMENT ~ m i . ~ N .... o ~ ~ '" ~ i ~ I o ~ ~ .. j I 1 u: 6 15 ! e Vi ~ t LIGHT STANDARD g" I g' I 111" t LIGHT STAN DARD g" I g" ~ 31/2" 3 1/2" 3 1/2" JUNCTION BOX & PULL BOX 8"x8"xl '-4" NEMA 4X STAINLESS STEEL WITH BOLT -ON LID t ANCHOR BOLTS :::-~ ~ /um#4 / II II II II II II II u STAINLESS STEEL MOUNTING TAB TYP 1 1/2"x 1 1/2"x 1 1/2" X 12 GAUGE STAINLESS STEEL COVER SCREW (TYP) t J-BOX I I [jjj]/' \ ~ I' ITOP OF PED BARRIER I \ . 2"~ CONDUIT PIPES \~ .\. (_ w~ Toe" "OCW", -- ~::i/'~ . . . . --~~ ~~ 1----- 7\"~ 1v 1/2" CLR 8" 8" 1 1 /2" CLR 1'-5" MAX I ~ ,..~ CONDUIT PIPE ~ ~ um #4 13361 #5 II II II II I Ii II Ii ;: !I 'd~ 'T '- ^ V tiGHT STANDARD ~H 13351 #4 "0 .~ ..... @-~ <(N B; II '" ~\ c )< C/ . FORMED EDGE I 1/ 1/ <1--------------;) -=z r: > / =-4--1-1 ~ -77~ 2cmJ ~ 213291 Toe " .OC'"'\ o I oo!: -~ il? i o~ ~_ :1- ~ - 6 :r: --l V1 ,; Z c:> :>> ::0 c:> ~ CONTINOUS LONGIT [TI[] #5 (TYP)-=:::: PED BARRIER REINF ,.-2mIJ #5 3/4"~ ANCHOR BOLTS U I (4 TOTAL) ^ V < r~"~ CONDUIT <> _j PIPE Tl -;: ---- ~ 1328 1 #5, i:mJ #5 l.Jlli #5, cmJ #5 -Ii -- SECTION C) 1 '-5" MAX -J ADJUST SPACING OF VERTICAL REINF SECTION C) ELEVATION 6'-6" SIOEWALK 1'-1" czm~4 @ 1'-6" MAX CONTlN W/ 2'-0" MIN SPLICE SURFACE FINISH TO BE EOUIV & PARALLEL TO RDWY SURFACE- ~ WHERE CONDUIT IN A STRUCTURE IS FRACTURED FIN FINISH~ . ~~~~~T A~~~S~O~ ~O~~!, 0%R~C~TE~6E W ," ~ :"'- OF JOINT PIPE WRAP TAPE SHALL BE USE 3/4" EDGER~~ [[1EJ #4@1-6 r-- ~I 2" WIDE AND INSTALLED WITH A MINIMUM . , ~ . OF 1" OVERLAP TOP OF ,:~ RDWY SLAB \ _ 001 1FT I \,,1 \ , ~/ + ~ · ~--"-~-----~--z;' S &~'-6:j "'/" TV-r ~ FORMED BARRIER EDGE ~ TYPICAL SECTION - "'-- t 3/4" CHAMFER OR 1/2" PEDESTRIAN BARRIER HALF-ROUND DRIP GROOVE 3" 10" / FOR BP RAILING ANCHORAGE I DETAILS SEE SHEET V42 I ~ o.nl #6 CONTINUOUS 'i' W/3'-7" MIN SPLICE fW~ ~rnQ] #4 @ 1'-6" - ~[lRJ #4 CONTINUOUS ./' W/2'-0" MIN SPLICE .......---- rnIJ~4 @ 1'-6" MAX. I ______ CONST JT W / ROUGHENED l../"' SURFACE SLAB REINF (TYP) SEE OTHER PLAN SHEETS FOR DETAILS DESIGNED K WillIAMS DATE 10/2006 DRAWN J SANFORO DATE 10/2006 CHECKED ~ WOO DA TE 12/2006 H SCALE />S NOTED V SCALE NONE FILE D32BXXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS 01HERWlSE NOTED . ~ 0; r ~ ~ N n o ~ ~ NO DATE REV! SION BY APPEND .~~'.AlfP:' ~ I~ ~, ~ q,;4>.... 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE ALT. B PEDESTRIAN BARRIER DETAILS 2 OF 2 e.- PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES V49 lvtq ~ Exeltech Consulfing. Inc. '-........::r.o::....~ ---- --- 2590 Willome"e Dr HE Locey, WA 98516 Phone: 360.357,8289 Fox: 360.3578225 exeltech 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 OF Lacey, WA . Seattle. Wi. . Solem. OR lq;~ IXPIRES 11 03-07 f-- 1 1/2" 6" 1 1/2" (/) 0 CL '" c;j ::- w -..... . f-- ::- (/) "" 3/4"x4"x9" BASE IP 11/16" HOLE FOR ANCHOR BOLT 1 1/4" 6 1/2" 1 1/4" (TYP) SECTION C) 3" 3 1/2" . . 3 1/2' 1'-0" ,- PICKET - 1"\1x3'-3" STEEL BAR TYP 3/8"x16' BENT IP SEE DETAIL 1 3/16 C5x6 7 2 1/2" 6" -v ~ { ~ 0> C) DETAIL SECTION i t ~ ::J ~ g ill <D ~ '!l 1 ~ ~ 5 Ji' ~ I t ALT A & B LIGHT STANDARD ~ 11' -6" MEASURED AT t PICKETS 8' -2" 21 @ 4" 9'-8" TYPICAL PANEL 5" 27 @ 4" 5" 26 @ 4" f-- :J: '"' '"' :J: o ~ ~ ~ ~ !i ~ j '" -5 ~ 1 t;:; '" '-' c:: , -U") 1'-6" EXP JT APPROACH BRIDGE ELEVATION ~ Lacey, Wit . Seattle, WA . Salem. OR ~ <D DA TE 10/2006 DATE 10/2006 DA TE 12/2006 V SCALE NONE DESIGNED M WOO DRAWN J SANFORD CHECKED S LEE H SCALE />S NOTED -e.- 0; I "t <'1. <D N ..., a ,:; ~ -;: NO DATE Exaltech ConsuUing. Inc. ~ r- ---- -, 2590 Wlllametle Or. NE lacey, WA 98516 Phone: 360.357.8289 Fax. 360357.8225 exeltech REVISION BY APPEND FILE 0328XXXX dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED POST - STEEL IP 3/8' PANEL t VIEWPOINT PLAN VIEWPOINT PANEL C) t ALT A & B LIGHT STANDARD I 9'-8" TYP PANEL t VIEW POINT VIEWPOINT PANEL 9'-8" TYP PANEl 6'-1 3/8" 6'-1 3/8" MEASURED ALONG t POSTS 1'-2" 37 @ 4" MEASURED C C PICKETS I 4" 2" ~ 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE ALT. B BRIDGE RAILING ILlCU PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES V50 t S;o OF 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 . . . GE LIGHTING SYSTEMS. INC TOWN AND COUNTRY LUMINAIRE ORNAMENTAL LUMINAIRE 120V 150W NUMBER nOR 15 S 1 N 2 A MS2 BL HIGH PRESSURE SODIUM LAMP r ~ ~ -2 ~ o .JIl, ~ .,. '" '" I o I ~ .;, . "0 '" '" ">! ~ ~ !;) li\ Q) o\j '" ... .... '" I ~ ~ ~ ~ il ~ C ~ ~ - i!l I ~ I ~ TS 4"x4"x3/8" 0.... ~ ""f '0 ~ " '" o .. ~ ~ ,g - .. '" ~ ! "6 ~ 2 ~ .. ~ I\; r ELEVATION ;; .. .b VI .c ., :: Q; '" ~ '" ~ 0.. ~ '" ~ ~ 0.. NO DATE REVISION It LIGHT STANDARD I I I v 3/8" THICK TAPERED PLATES OF STEEL POLE BY APPEND SEE DEE", ~ -v DESIGNED K WILLIAMS DATE 10/2006 DRAWN J SANFORD DATE 10/2006 CHECKED M WOO DATE 12/2006 H SCALE AS NOTED V SCALE NONE FILE 032BB0SA dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED Cl "" <3 z ;5 (/) .... OJ: '-" ::J -.a N ...... .... ~ .... w c..--' 00 ....c.. !;(~ ~ ~~ 00 c.. "- Cl <Co "" <C Cl ~ 0.... }.., ~ 'N (/) ~ oN .... ;: ~ OJ: co '-" ::J -.a- - .~ '..,. oN 'N ~ ~ ...... Cl co ',..-, It LIGHT STANDARD I AT TOP 4 1/2"4 1/2" OF POLE SECTION AT BOTTOM OF POllE ~ ~ 1/2"x8"x8" TOP PLATE N ...... 3" LENGTH OF 2-1/2"~ STANDARD PIPE WELDED TO TOP OF TOP PLATE 1/2" oN ...... 3/8" THICK TAPERED PLATE (TYP) 1 1 /2"~ HOLE IN CENTER OF TOP PLATE CD It LIGHT STANDARD 10 1/4" 10 1/4" 8 1/2" 8 1/2" 3" 11" 3" 1/2" .1 I ~ I -+- 3/4"x1'-5"x1'-5" BASE PLATE 13/16"~ HOLE (TYP) TS 4"x4"x3/8" 3/8" THICK TAPERED PLATES (TYP) 2"~ HOLE IN CENTER OF BASE PLATE -+- SECTION CD .0/ ~ Exettech Consulhng. Inc. PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES -........... ......... 2590 Wlllometl. Or NE Lacey. WA 98516 Phon. 360 357 8289 rax 3603578225 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 STRUCTURAL STEEL NOTES: 1 ALL STEEL PLATES SHALL BE ASTM A36 2 ALL STEEL PIPE SHALL BE ASTM A53 GRADE B 3 STRUCTURAL TUBING SHALL BE ASTM ASOO GRADE B 4 ENTIRE POLE ASSEMBLY SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION 5 ANCHOR BOLTS SHALL BE ASTM A307 HEADED BOLTS. OR ASTM A36 THREADED RODS WITH NUTS AT BOTTOM ANCHOR BOLTS AND ALL RELATED HARDWARE SHALL BE GALVANIZED TS 4" x4"x3/8" 3/8" THICK TAPERED PLATES - WELD TO TS 4" x4" FULL LENGTH. DO NOT WELD TO BASE PLATE BASE PLATE u exeltech Lacey, Wi.. . SeQtt!II, WA Solem. OR DETAIL EB 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE ALl. A & B LIGHT STANDARD V51 t 51 Of I ~ L& . . .' S = Bar IS Included In substructure quantities ~ L = Lump sum quantity -----, T = Transverse \ or S = Seismic o :z ~ LOCATION E = Bar IS to be epoxy coated w !3: ~ !< :z:: ~~-~ ~ tIi~~8~ ~ v;~~~€5~~~~ :z ~~3Ul~ ,--- V = Bar dimensIons vary between dImensIOns , shawn an this hne and the fallowing hne DIMENSIONS (OUT TO OUT) U W X Y Z 01 o :z FTIIN FTIIN FTIIN FTIIN FTIIN DEG STRUCTURAL SlAB ALTERNATE A 320 SIDEWALK 4 56 83 T 321 SIDEWALK 4 56 50 T <>: ~ '" ~ "< >- ..., "- i:3 <>: ~ '" ~ "< >- ..., " ~ '" 15 ~ " c o .1! c ~ ~ Sl- '-> 322 SIDEWALK 323 SIDEWALK 324 SIDEWALK 325 SIDEWALK AND RAILING 326 SIDEWALK AND RAILING 327 SIDEWALK AND RAILING STRUCTURAL SlAB ALTERNATE B 340 SIDEWALK 341 SIDEWALK 342 SIDEWALK 343 SIDEWALK 344 SIDEWALK 345 SIDEWALK AND RAILING 346 SIDEWALK AND RAILING 347 SIDEWALK AND RAILING 348 SIDEWALK AND RAILING 349 SIDEWALK AND RAILING 1! -l1 g "" ~ ;'; '" '" c I ~ I ~ ~ " >- i:3 NO DATE 5 56 74 T 4 28 50 4 16 50 4 16 50 4 20 50 4 56 83 T 4 56 83 T 4 56 50 T 4 56 74 T 4 28 50 4 16 50 4 12 50 4 16 50 4 56 83 T 4 16 74 T 4 32 74 T REVISION E 1 9 V 4 7 1 7 4 E V 4 0 10 0 10 V 4 11 3 13 1 E V 4 12 0 13 1 E 11 5 11 3 E 0 9 E 1 9 V 4 7 1 7 4 E V 4 0 10 0 10 V 4 11 3 13 1 E V 4 12 0 13 1 E 11 5 11 3 E 0 9 E V 4 6 0 5 0 E 1 2 BY APPEND 2 10 1 2 7 1 1 2 7 4 3 7 2 10 1 2 7 1 1 2 7 4 2 9 1 6 1 0 1 6 1 0 1 2 1 2 DESIGNED M WOO DATIE 01/2007 DRAWN S. GRAFF DATE 01/2007 CHECKED R SMITH DATIE 01/2007 H SCALE V SCALE FILE PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED ~ exeltech locey, WA . Seaffle. WA . Solem. OR Exeitech Consulllng, Inc. 2590 Wlllomette Dr NE locey, WA 98516 Phone. 360.357 8289 Fox: 360.357.8225 ~ PUBLlC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 c c TYPE 50 TYPE 51 TYPE 52 ( ( ~ TYPE 54 TYPE 55 TYPE 56 L TYPE 57 TYPE 58 ( I. ~ u ~ TYPE 66 ~ U ----D .,~ I TYP~ 89 I NOTE: BENDING DIAGRAMS u -.J -.J ) J J ) ~35" -.J I .~w~ u f-t-- ft-- f-t- {B {~3 I u I I. u I -fi- --t4- -t4- ft- {~~ .DfJ ~ u --t4-lT o-~ W-I w I ADD Y FEET FOR EVERY Z FEET OF SPIRAL LENGTH TO ACCOUNT FOR SPLICES TYPE 67 { I llur ~ fHf' I u I I Eit~l u I TYPE 81 i 2 ~07> :IXEUL~'" 13S'--y-j y,~- y A~ 3S' - LENGTH WEIGHT 02 DEG FT I IN LBS 9 8 361 7 1 7 4 270 8 10 9 1 525 11 3 13 1 228 12 0 13 1 134 11 5 122 11 3 150 9 2 342 9 8 361 7 1 7 4 270 8 11 9 2 338 11 3 13 1 228 12 0 13 1 134 11 5 92 11 3 120 7 6 280 8 4 7 4 84 3 4 71 {I] {W] ~ ~ {l] I~I {WJ ~ u w I ~h..2 //'1 u ~/';I 1~ U TYPE 83 1 ALL REINFORCING BARS ON THIS SHEET SHALL BE AASHTO M-31 UNLESS SHOWN OTHERWISE 2 REINFORCING FOR TRAFFIC BARRIERS NOT SHOWN IN THE BAR LIST, SEE TRAFFIC BARRIER SHEET 3 NUMBER AND LENGTH OF BARS TO BE DETERMINED BY THE CONTRACTOR FROM PLANS 8TH STREET BRIDGE REPLACEMENTS VALLEY CREEK BRIDGE ALT. A & B BAR LIST V52 OF . . . 500' 8th STREET 200 200 <:> ... ~~<;> "~;E~.; / W3- 1 ~ 36x '" e o " ( ~ '" " <:> I ~ I C; g. " '" ~ <:> I ... ~ I ~ S ~ .g- ~ ~ "" \; . o ~ c "" ~ -l! I ~ ~ Q Q ~ ~ ~ .g- ~ W21-901 MOD 36>36 ~ ~ in CALL 48 HOURS .c BEFORE YOU DIG ~ 1 (800)424-5555 " '" c "< ~ o Q '" ~ <:> ~ <:> ~ Q NO DATE REVISION e RI-I 30x30 G20- 2A 48x24 G20- 2A 48x24 o o N R3-1 (UNDER EXISTING RH) TWO- TYPE 3 BARRICADE WITH WARNING LIGHTS e/ -0 ~ II W2i -901 MOD 36x36 G20-2A 48x24 DESI GNED YONG ZHU DRAWN ED GOZUN CHECKED GERRY WillHELM H SCALE r =50 LOCHNER 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 TRAFFIC CONTROL TUMWATER CREEK OF DA TE 12/2006 DA TE 12/2006 DA TE 12/2006 V SCALE r =50 ~ L ~ ~ ~tUe'~ ~ sm:, ~ Exellech Consulbng, Inc 2590 Wilhamelte Dr NE Locey, WA 98516 Phone 360 357 6269 Fax 360 357 6225 ~ PUBLIC WORKS DEPARTMENT CI TY OF POR T ANGELES 8TH STREET BRIDGE REPLACEMENTS TCOl BY APPEND FI LE 1727\c02 dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED G20- 2A 48x24 I- W W 0::: I- (f) 0::: <( o w Rl-] 30x30 ~ II IT W21-901 MOD 36x36 I W21-901 MOD 36x36 G20- 2A 48x24 GENERAL NOTES I FLAGGERS TO BE USED TO DIRECT WORKING VEHICLES ENTERING (EXITING) WORK ZONE REMOVE ALL TEMPORARY SIGNS WHEN BRIDGE IS OPENED LEGEND ~ WORK ZONE P TEMPORARY TRAFFIC SIGN 0> TEMPORARY PAVEMENT MARKING TRAFFIC DIRECTION ARROW ~ BARRICADE PLAN BRIDGE G20-2A 48.24 . G20- 2A 48.24 GENERAL NOTES G20-2A 48.24 FLAGGERS TO BE USED TO DIRECT WORKING VEHICLES ENTERING (EXITING) WORK ZONE REMOVE ALL TEMPORARY SIGNS WHEN BRIDGE IS OPENED o o N W21-901 MOD 36.36 R3-2 200' en 24.24 /5) 8th STREET 200' 200 500 REMOVE a EXISTING . .. '" STOP SIGN e 0 ~ E" "0 0 >- 0 ~ N W 0 N '" ---l G20- 2A ,," ---l 48.24 a "0 I <( ~ I > 6 0, W21-901 MOD ~ " 36.36 LEGEND ., ~ a I ~ WORK ZONE .. ~ I 0 ~ 0 P TEMPORARY TRAFFIC SIGN N .. W3-3 {il> TEMPORARY PAVEMENT MARKING 9- 36.36 . W21-901 MOD " 36x36 TEMPORARY STOP BAR .g' ~ TRAFFIC DIRECTION ARROW . g> G20- 2A !i 48.24 MAST ARM MOUNTED SIGN e ~ 3- W21-901 MOD c 36x36 G20" 2A ~ BARRICADE '" 48.24 0; {j I ~ Cl Cl ~ . " .g' &j " " CALL 48 HOURS <n .c BEFORE YOU DIG i;i 1 (800)424-5555 ~ . " '" DESIGNED YONG ZHU DA TE 12/2006 c '< Exeltech ConSUlting, Inc 8TH STREET BRIDGE ~ DRAWN ED GOZUN DATE 12/2006 ~ REPLACEMENTS TC02 0 Q CHECKED GERRY WlllHELM DATE 12/2006 2590 WilllOmelle Dr NE PUBLIC WORKS DEPARTMENT ~ H SCALE I" =50 V SCALE 1"=50 Locey, WA 98516 CITY OF PORT ANGELES a Phone 360 357 8289 ;;:; 321 EAST 5TH STREET POBOX 1150 TRAFFIC CONTROL PLAN a FILE I 7271c02 dwg PROJ NAME . Soot..," . Soltm. OR rox 360 357 8225 3- ALL DIMENSIONS ARE IN rEET PORT ANGELES, WA 98362 PHONE (206) 457-0411 ,VALLEY CREEK or Q NO DATE REVISION BY APPEND UNLESS OTHERWISE NOTED LCJCHNER BRIDGE . . . o " I .- t '" E- ~ '" ,,- o I ~ I <:; 't " '" ~ o .,! f2 I i2 -. 'l ~ .g> ! . g- , ~ 3- < ~ -8 I . ~ 8 ~ . . .g> di ;; ~ Vi CALL 48 HOURS ~ BEFORE YOU DIG . 1(800)424-5555 -ll '" < "< ~ ~ ~ 8" o ~ Q NO DATE REVISION DOUBLE 4" YELLOW CENTER LINE BY APPEND ~ W3-3 36,36 ( .go in N o o ~ W3-3 36,36 .go ~ 100' W3-3 36x36 I 100 I l MARINE DRIVE DOUBLE 4' YELLOW~ ""''' "" I I DA TE 12/2006 DATE. 12/2006 DA TE 12/2006 V SCALE '-=50 1 727tc02 dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED DESIGNED YONG ZHU DRAWN EO GOZUN CHECKED GERRY WILLHELM H SCALE r =50 FILE Exeltech Consulting, Inc 2590 Wllhomette Dr NE Locey, WA 98516 Phone 360 357 8289 . Soot..," . Solem, OR Fox 360 357 8225 LDCHNEI=I (j- :y: r--.. u ::J 0:::: I- 0:::: U1 0:::: W I- <X: 3 2 ::J I- ~ fill ;0,3; ~ u GENERAL NOTES SEE SHT TS HS5 FOR TEMPORARY SIGNALIZATION PLANS FOR THE WORK ZONE 2 ~;~~~EG:L~H~~MPB~~~~~ I~G~~E~~g PAVEMENT LEGEND ~ WORK ZONE p (it> TEMPORARY TRAFFIC SIGN TEMPORARY PAVEMENT MARKING TEMPORARY 1 6" STOP BAR TRAFFIC DIRECTION ARROW PUBLIC WORKS DEPARTMENT CI TY OF POR T ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES, WA 98362 PHONE (206) 457-0411 8TH STREET BRIDGE REPLACEMENTS TRAFFIC CONTROL PLAN MARINE DRIVE TC03 OF . . . ~ .; ~ Q '" E ~ '" '" C> I ~ I C5 ti. ~ " '" ~ C> I .... f2 I ~ i .9- :J .g- ~ .. '" ~ ~ ~ 6, ~ {I I ~ 8 ~ .. " .g- &i // ;; ~ CALL 48 HOURS .., BEFORE YOU DIG q; 1 (800)424-5555 ] " '" <: "'< ~ ~ ~ 8 8 C> ~ ll.. NO DATE REVISION BY APPEND 1/ 'VI <t> W3-3 36x36 250' ~ W3-3 36x36 DESIGNED' YONG ZHU DA TE 12/2006 DRAWN ED GOZUN DATE' 12/2006 CHECKED GERRY WIllHELM DATE 12/2006 H SCALE r=50 V SCALE r=50 tiLE: 17271c02dwg PROJ NAME ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED LOCHNER ~ ~ lfI-xeltech lAii:er.... . _.... . SaIom. OR Exelleth Consulting, Inc 2590 wabameUe Dr NE locO)'. WA 98516 Phone 360.357.8289 Fox 360 357 8225 ~ PUBLIC WORKS DEPARTMENT CITY OF PORT ANGELES 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (ZOO) 457-0411 ( GENERAL NOTES 1 FlAGGERS TO BE USED TO DIRECT WORKING VEHICLES ENTERING (EXITING) WORK ZONE 2 REMOVE ALL TEMPORARY SIGNS WHEN BRIDGE is OPENED 3 FOR TEMPORARY CHANNELIZATiON, SEE SHEET TS04 LEGEND ~ WORK ZONE P TEMPORARY TRAFFIC SIGN ~ TEMPORARY PAVEMENT MARKING TEMPORARY STOP BAR TRAFFIC DIRECTION ARROW ~ MAST ARM MOUNTED SIGN P EXISTING TRAFFIC SIGN 8TH STREET BRIDGE REPLACEMENTS TRAFFIC US 101 TC04 CONTROL PLAN AND PINE ST. or I I ~ I . w w I 0::: ~ I U1 I ~ :: I e'" e u ' 30x30 EX Rl-l . :: I _R1-3 W3-1 36x36 I 18x6 Rl-3_ I 18x6 ~ /OIIlOOllh,. 8th \<t>'.. '~< ... '" W3-1 36x36 . '" " ~ il E ~ ~ " '" I ~ I o '" . " '" ~ '" I ~ I "" f:! - s (J .. " {l' &i 1), ~ e .9- 6, ~ " " I " ~ 25 ~ .. " {l' &i . " ~ CALL 48 HOURS " BEFORE YOU DIG i\i 1 (800)424 5555 :l 0; '" ~ '" ~ '" ~ '" 8' '" .<Y- o. NO DATE -- = = - J .r - = - ~ STREET "\11 II \1 IIIV ( 4,. EX R1-1 --- ~RI-3 I!i!!!I!!II 18x6 Rl-1 30x30 Rl-3~ 18x6 I!i!!!I!!II TRAFFIC REVISION AHEAD 8th STREET DETOUR ROUTE W20-901 36X3/ 0 JI/ (iF .....th ~ ]J ~I B.D~;:~ET J[J ~ 8th ~4;~~ET 1_ ~' \ DETOUR v--- BRIDGE"--= ROUTE W2"J ~ CLOSED)~ II c::;:> til ~x~6 AHE'l~ 1,1 --, I )r=~24X56= R14-1 (MOD) DETOUR 8th STREET 30x18 ROUTE ~ ~ ~ DR~~~RJ I J 'i''v~Fl ~~.., Jp Rffi J L If 't/ II 8th STREET D3-101 8th STREET 12x~6 ] [DETOUR BRIDGE W210~3 ROUTE I ----' CLOSED 36x~6 AHEAD I ........ JI 24x48 LEGEND - DIRECTION OF TEMPORARY TRAFFIC DETOUR I27ZZa [g] SIGN WORK ZONE TEf.4PORARY TRAFFIC SIGNAL --=- -- --' JUV -./7 ~ (1m !~ ~~BmEET:'~ ~ DETOUR 1/ w ROUTE ~ U1 c::;:> 24x48 ~ o 24x48 DETOUR II M4-8 (MOD) ROUTE II 30x18 REVISION DESIGNED YONG ZHU DATE 12/2005 DRAWN ED GOZUN DATE 12/2005 CHECKED GERRY WILLHELM DATE 12/2005 H SCALE. NO SCAlE V SCALE NO SCALE fILE 0328TC05-06 dwg PROJ NAlAE ALL DIlAENSIONS ARE IN FEET UNLESS OTHERWISE NOTED BY APPEND 1~~~~~T! IL~ "'" / SEE SHT T~3 TS OR TEMPORARY T F CO OL l AND SIGNA I N DETAIL 1( \\ . \-0: 8th STREET DETOUR ROUTE $ 'I b:' BRIDGE l; WILL BE ~ i~ /~DS:~ _ '1 ( '" ~~m Il m~,~~, '1 I 0 0 TKth "'It'<~~ e-) I\. JS.'J( VALLEY eRE::~ BRIDGE f4 I SIT SHI re, FOR __n_u___, "~S~E-S~'- ,:L, . TS2 FOR TEMPORARY TRAFFIC TEMPORARY TRAFFIC CONTROL AND CONTROL DETAIL SIGNALIZATION DETAIL NOTE AU NEW SIGN AlRROWS SHALL BE 6" x9" AlRROWS ~~~J~ 24x56 24x56 ~ 8th STREET 8th STREET 2:CJ I DETOUR DETOUR '-- / / II ROUTE ROUTE ~ J "~I - r rl' ~Uif \ ~ I 'I\JL- ~c:::J ~ 8th STREET l ~ ~ DETOUR I r ROUTE ,,~~ ~ = 8th STREET ~ DETOUR ] ~ ROUTE L ~:: ~ t:= I~ \ "", o f--\. YX48 =+. U^ J ~_/ a::: w f- <( 3 ~ :::> f- /; -='1 J J:: !}J;:) " 0 ~ Q::- i/J " ~ /~ ~ -----lYPt""J BARRICADE \ oj ~~E5~_~~~G51_y BRIDGE WILL BE CLOSED XIX-XIX It- r---, I~ I " ~ l J JI 8th STREET ~ J I - I 30x36 DETOUR ROUTE ~ ~ c::;:> 24x48 l = \-&. ~ I~ , v j..,. \ .~~E W/( /:,,'}to, WAS", (-s; 0 Q:' o\,t. +" ~ jijt;T_I' l,f'l ~ ~ ~ t~ ~{ t/H ~We.~A ~ s.~m. o~ "l~'ONAL ~ LClCHNEI=I EXPIRES 10 28-OS I ~ Exeltech Consulllng, Inc ~ 321 EAST 5TH STREET POBOX 1150 PORT ANGELES. WA 98362 PHONE (206) 457-0411 PUBLIC WORKS DEPARTlAENT CITY OF PORT ANGELES 2590 Wilhametle Dr NE Locey, WA 98516 Phone 3603578289 Fox 360357 8225 ~ L '" ........ .. ...., L I.l{ 11'1.1 I I ( L rL 'J \\-k 8th STREET DETOUR ROUTE , I " 11 " I II II I ) I l 24x48 8th STREET DETOUR ROUTE o ~ 8th STREET DETOUR ROUTE Ie e c :::: _03-101 .---12x36 ~ [18th STREET II jc:J ~RIDG~ W20-3 (MOD) CLOSED ') 36x361 AH/ ~ I ~I DETOUR I. M4-8 tOO) II ROUTE r 30x18 It ~ . \ I> \ e ~ '\ e tj \ V e 8th STREET DETOUR e ROUTE j:;~ [ ~~ 8th STREET JC DETOUR li ROUTE 0 24x56 8TH STREET BRIDGE REPLACEMENTS I I I II \ I II BRIDGE CLOSURE DETOUR SIGNING PLAN TCOS OF . . . ,- I LEGEtiQ DIRECTION OF TEMPORARY - TRAFFIC DETOUR q SIGN !2Z2ZLl WORK ZONE . ~"ED S~ - ~ - )1 N't$$I ~ ~ f-.... C::> PLASTIC DRUM ;;; TO CLOSE & RTO LANE ~ " III III/ - - ~ - --, H , ~ ~ OF I _J