HomeMy WebLinkAboutLUA-07-082_Report 1i.
' •
' i
i
GENE:£~~-~OTES:
GfNERA[: ALL MATERIAL ANO WO.~Kt.lANSHIP SHALL BE AS PER TH[ CIJR~ENT A.R.[.t.l.A. t.lANlJALS FDR RAILWAY
ENGINHRING: CHAPTER B -CONCRETE s;RuCTuRES MID FOlJNDATIDNS, CliAPTrn 15-STE[L STRUCTURtS.
THE" ~NSF _STAHOARO CONSTRUCT]~ SPECIF ICATICNS SUPPL[l,J.NT THE ABOVE -A • .R,E,lil.A, MANUALS ANO Sl!All CiOVERN.
EXISTING PIER IOCAJl[W: THE CONTRACTOR SHAlL FIELD VERIFY THE EXISTIHG PIER LOCATIONS ANO PIER
CAP 0[1i1£NS1~ Fell COOFORMITY WITH THE OUENSIOHS SHOWN IN TH£ PUN SET PRIOR TO SUPERSTRIXTURE
ERECTIOO, PCNY BENT INSTALLATION, Alt) PILE INSTAlLATION. THE CONTRACTCR SHALL OOTJFY THE ENGJNEER
.I.NO THE BNSF (I' ANY VARI.I.TICN FR[l,t THE OJl,{NSIONS SHOWN IN THE PlAN SET. NOTJFICATJON SH.I.LL OCCUR
PRICR TO TRUSS OEMOI.JTION. AN'r°VARJATION IN EXISTING PIER LOCATICNS OR PIER CAP DIIENSIONS RESULTING
IN .\ R[Oll[RED Oi.l.NGE TO TH[ f!J,IY BENT LOC.I.TICN OR SPAN 2 BEARINGS SHALL BE RESOLVED PRICfl Ta .I.NY
Slf'ERSTRUCT\JRE ERECTION, PONY BENT IHSTAUATION, Cl! PILE INSTALLATIEJN.
fXJSTJNG TRUSS REMOVAL: THE CONTRACTOR SHA.LL BE RESPONSIBLE fefl DISMANTLING AND REMO'l'ING THE.
EXISTING BRIDGE SUPERSTRUCTURE, INCLIJJING TH[ [XJSTJNG TRUSS SPAN OVER CEDAR RIVER, THE· CCfHRACTOR
SHALL PRO'l'IDE A TRUSS RDllVAl PUN TO THE ENGINEER AND BNSF-FOR APPROVAL, PRJ~ TO REMOVAL, THE
CONTRACTCfl SHALL NOf.·BEGIN ANY SLPERSTRUCTURE REIIJVAL WCRII: PRIOR TO APPROVAL Cf THE TRUSS
Rfl,(]'l'AL PLAN.
P1£R CAP REl,()YAI,: .SEE SHEET 4 or 14 FOR DETAILS ANO.NOTES,
. ;tW . .i!li[f::;SUMJ IEET THE WATERIAL REIIUIREIENTS (I' ASTW .I.SOO, GR. B At() SH.I.LL HA\'£ A 16 INCH
O!Al,UER x 3,~ IMCH THICK STEEL Cl.OSURE PLATE GROOY[-IIELOED TO THE PILE CN THE TIP END.
!ME tofUBACIJJISIUU .ALaB..2'~4 .JUAl(lER HOLES AT THE CTNT~R OF EACH PllE LOCATICJ,1 TO THE
PLAN PILE TIP ELEVATJON. THE CCNTRACTOR SHALL PLACE 00 SECURE A PIP[ PJLE IN TH[ CENTER OF
OCH AUGURED H!l.E. THE C!JolTRACTCWfSHALL FJLL THE ANNULAR SPACE 8ETIE[k THE PIPE PILE ANO
AUGURED HOLE WITH CONCRETE HAYING AN UL Tl MATE COlof'RESS!Y[ STRENGTH Cf NOT LESS THAN 4000
p.s. i, IN 28 DAYS, ANO MAX]MUM SIZE OF COARSE AGGREGATE OF ONE !NCH, A TREMi£ OR OTHER APPROVED
t.ETHOD SHALL SE USED TO PLACE THE COIICRETE TO ENSURE ALL VOIDS ARE FILL£0 AND THAT SEGREGATION
DOES NOT OCCUR. AUGURED PIPE PILES SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIAL PROYIS!ON
IN THE PROJECT MANUAL,
AFTER PILES ARE INSTALLED ANO THE CONCRETE BETIIIEEN THE PIPE PILE ANO AUGURED HOLE HAS HARDENED Fail
2~ HOURS, CUT OH AT THE PROPER ElEVATJCJl. EACH PILE SHALL THEN BE FILLED WITH CONCRETE HAYING AN
ULT I MATE COMPRESS I VE STRENGTH Cf NOT LESS THAN 4000 p. s. ; • IN 28 OA YS, ANO MAX l MU'-1 51 ZE OF COARSE
AGGREGATE SHALL BE ONE . ! NCH.
DECK PLATES: THE OECI( PLATES SHALL BE ADJUSTED AS NECESSARY TO ENSURE THE PLATES FIT TIGHT
AGAINSI THE BEAMS AND CURBS. .
STRUCTURE EXCA'l'.l.TION ANO BACKFILL: ALL STRUCTURE EXCAVATION ANO BACKFILL SHALL BE IN
ACCORDANCE WITH SECTION 0~100 OF THE BNSF STANDARD CONSTRUCTION SPECIFICATIONS.
PERV !OUS BACKF ]LL MATER I AL BEHIND ABUTKNTS: PERV I aus BACKFILL MA TERI AL !!EH !NO ABUHIENTS
SHALL BE IN ACCOOOANC[ WITH PARAGRAPHS 2.s ANO J.6 Of SECTION 0~100 OF THE BNSF STANDARD
Ct:NSTRUCTION SPECIFICATIONS,
OAMPPROO: INC: THE BACK FACE CJ" NU ABUTMENT CAPS, PARAPETS, AND W!NGWALLS SHALL BE
OAt.lPPROOFED IN ACCORDANCE WI TH SECT ION 04800 Cf THE BNSF STANO ARO CONSTRUCT l ON SPEC If I CAT IONS,
REPAIR OF DAMAGED GAIVAN!ZEO SURFACES: DAMAGED GALVANJZEO SURFACES SHALL BE THOROUGHLY
CLEANED TO R[IO'o'E ALL C~TAMINANTS INCLUDING WELD-SLAG, WELD SPHTER .b.ND RUST AND SHALL
THEN BE PAINTED 11TH TWO COATS OF Z!NC OUST -ZINC OXIDE, TYPE 1, LlNSEEB OIL PAINT MEETING
FEDERAL SPECIFICATION TT-P-641.
ELASTOM[RIC Bf"All[NG PAPS: ELASTDt£R!C BEARINC PADS SHALL BE IN ACCCJIDANCE WITH SECTION
04900 OF THE 8NSF STANDARD CONSTRUCT!ON SPECIF I CATIONS.
HANDRAIL: HAtllR.\!L PANELS ON WALKWAYS SHALL BE ERECTED PLUNB ANO IN LINE.
BPI TING WJNG W.ll,LS TO A6UTl,IENTS CAPS: MORTAR, CONSISTING Cf £DUAL PARTS BY VOLUME OF CLASS B
EPOXY AND ORY SILICA SANO. MIXED IN ACCORDANCE WITH MANUFACTURER'S O[RECTJONS, SHALL 8£ SPREAD
CN ENOS OF PRECAST ·cAPS T6 A THICKNESS CF Af'PROXINATELY 1•a INCH .,lljQ THEN THE WING WALLS SHALL
BE PLACED o\NO !£LO IN n!E PROPER LOCATION. FILL VOID ARCUNO .BOLTS 111TH GROUT AS SPECIFIED BELOW,
INSTALL 4 -t 1,/ DJ.b.. x 13~ SPIRAL BO.TS ANO 4 WASHERS 1100 EAOi JJNGWALL. TIGHTEN BOLTS.
GROUT SHALL COOIST OF ONE PART TYPE !J! PORTLAND CHUH TO THREE PARTS OF FINE AGGREGATE, BY
WEIGHT, MIXED WITH A GAGING SOLUTION MADE OF ONE PART SIKA SET TO FIVE PARTS OF WATER BY VOLU~.
TH[ FOLLOWING WIX PROPORTIONS W!LL YIELD ONE CUBIC FOOT OF GROUT: CEMENT -35 LBS., FINE AGGREGATE
-·~''\.115. , WATER !. 25 GALS. ANO S l KA SET -1 OT. AT A T[IE'ERATURE ABOVE SO F.. THE INITIAL SET Of
THE GROUT WILL TAl(E PLACE IN THREE HOURS AND DESIGN STRENCTH WILL BE OBTAINED IN 2~ HOURS,
PRECAST CONCRETE SI AB BEAMS: PB24-10W PRECAST CCNCRE:TE. SLAB BEAMS SHALL BE CAST. WITH STANDARD
CURB .\NO WALKWAYS, PER BNSF STAHDARO ORAWINCS 0000-22003-{Jlf, 028, ANO 030, PlS EliEIEDOEO PLJ.lES
SHALL BE CAST IN THE BOTTOM or Tl£ PB2.HOW SLAB SEAMS AS SHOWN 00 BNSF STANDARD DRAWING
0000-2200]-()1 F.
ERECTION-Of DECK Sl .lB BEAMS: SlA8 BEAMS SHALL BE SET IN THE PRCffR LOCATION USING CARE
NOT TO DAMAGE ctx:RETE 1£1,fl[RS. AFTER BE.AMS ARE SET, BURN CFF LIFTING LOO'S TWO £21 INCHES
ABOVE COOCRETE Slff.\CE. RE.MAIMING PCJIT[ON or LIFTINC LOOPS ARE TO BE. COATED lf!Tlt PAINT. PATCH
RECESSES, IF NECESSARY, AROUND LIFTING LOCPS WITH EPOXY MCRT.1.R AS USE.D FOR SETTING BE.AMS;
KJRTAR FQR SETTING PECK 51 AB BEAMS: SLAB BEAMS SHALL HAYE FULL ANO EVEN BEARING UPON
THE BAIOCE SEAT AREAS. IF NEEDED, l,()RTAR CONSISTING OF EDUAL PARTS BY VOLUME OF CLASS 9 EPOXY
ANO ORY SILICA SANO, MIXED IN ACCORDANCE WITH MANlJFACTURER'S DIR£CTIDNS, SHALL BE SPREAD ON
TOP OF BEARING Pt.OS TO OBTA!N UNIFORM BEARING. SCRAPE EXCESS ~RTAR FROM AROUND BEARING PADS
AFTER BEAMS ARE SET.
RECESSES AT Liff ANCHORS: AFTER PRECAST ABUT"l:NT CAPS AND '1/JNGll'ALLS ARE SET, FILL R£C£SSES
AT L !FT ANCHORS WITH C[t.{NT GROUT TO TOP OF SURROUNDING CONCRETE.
HANSON
WILSON e••couu,,,o
PATCHING H P:J(CAS! M£1,13fRS: PATCHING OR REPAIR or SPhllEO UR CHIPPED PRECl,ST CONCRETE MEf.lB[RS
SHAU BE DONE USING CONPATCH \110 MORTAR. MIXED ANJ INSTALLfD IN ACCOROANC£ WITH !.IANUFACTURER'S
WRITTEN INSTRUCTIONS.
·CCH'ATCH Yi'D liORTAR t.tN BE ORDERED FROd:
CCJNSPEC.NARKETING & MANlFACTUR[NG ca .. JNC.
636 SCIJTH ft6TH T[RRAC(
UNSAS CITY, KS 66111
PHONE C9DI 287 -1700
FAX 191H 28'1 -2716
TCU FRE~ ( BOO l 348 -1351
PLAC!NG PRECAST CAPS ON PIPE PILES: A8R~SIVE BLAST CLEAN TOP OF PILES, TO EXPOSE CLEAN
AGGREGATE, AND PILE PLATES ON PR[CAST CAPS TO REMOVE ALL Oil, GREASE, RUST AND MILL SCALE.
J.IJRTAR SHALL CONSJST [F EWAL PARTS BY VOLUME. Of CLASS B EPOXY AND ORY SlllC.\ SAND,. MIXED JN
A.CCCllDANCE WITH MANLFACTUR£R'S DIRECTIONS. IORTAR SHALL BE SPR£A0 ON TQP Cf EACH PILE IN A
SENT .TO A TH[OtNESS Of APPROXIMATELY 1~. INCH IN OOOER TO OBUIN UNIFORM BE.\RING •. A PRECAST CAP
SHALL THEN BE PLACED IN THE PROPER LOCAT!Olf ON TCP OF TH[ PILE-S, AFTER EPOKY WORTAR HAS HARDENED,
CONNECT!at( B.\RS SHALL BE lltLOED TO PILE PLATES ANO PIPE PILES. AS SHOWN CN SHEET S OF 1~.
STR\ICTIIRAJ STEFi: SEE SHEET B OF 14 FOO STRUCTURAL STEEL NOTES,
EP-OXY: TH£ Fll.LOWINC EPOXY MATERIALS ARE APPROVED FOR USE •
CLASS A EPOXY: ASlS-1& M.S L!OU!D TYPE EPOXY CD
SPEC-BONO. 100 EPOXY 0
CLASS B EPOXY: AS23-18 .\&8 GEL TYPE EPOXY (D
SPEC-BONO 200 EPOXY 0
(D AS15-18 ANO AS23-18 EPOXIES ARE A\IAILABLE FROM:
0
DELTA PLASTICS CO.
10513 ROAD 236
TERRA BELLA, CA 'D270
PHONE 1551! 535 -1332
fAX l559l 535 -3723
OR
P[RMAL ITE
!537 t.lONRO\IIA AVE,
NEWPORT BEACH, CA 92663
PHONE 17H 1 S~B -1 BT
FAX 17H) S4B -1130
SPEC-BON'.J EPOXIES .\RE AVAILABLE FROM:
CONSPEC MARKETING & MANUFACTURING CO,,
636 SOUTH 66TH TERRACE
~~NSAS CITY, KS 66111
PHONE ( 913 l 287 -1100
FU 19131 287 -2716
Ta .. l FREE (BOO) 3~3 -7351
INC.
·~.
SUMMARY OF f:STIMATEO QUANTITIES•
ITEM DESCRIPTION
1 ERECT STRUCTURAL STEEL
2 FURNISH AND ERECT STEEL P(JjY BENTS
l FURNISH ANO INSTALL PONY BENT ANCHOR BOLTS
' AUGER .,lljQ FILL 16• DIA, PIPE PILE
' OAt.f'ROOFING
' STRlJCTUR[ EXCAVATION
7 STRUCTURE BACKHLL
' PERY I OUS BACKF I LL MATER JAL
UNIT
L, SUM
l, SUM
EACH
L.f.
s. y.
c. y.
C, y,
c. y.
EST!l,IATEQ WEIGHT OF STRUCTURAL STEEL SPAN 2 = 236,6 TONS,
-,; THESE ITEMS ARE FOR REFERENCE ORY, SEE PROJECT
SPECIF )CATIONS FOR ACTUAL PAY ITEMS.
ATTENTION !! -UTILITY NOTE
THE Jlof'LIEO PRESENCE OR ABSENCE OF UTILJTJES IS
NOT TO BE CONSTRUED BY OJNER, ENGINEER, CONTRACTOR, DESIGN DATA
OUANTIH
1
' 52
'" 27
" 40
'
OR SUBCONTRACTORS TO BE AN ACClJRATE AND COMPLETE
REPRESENTATION OF lJTlLITIES THAT MAY OR MAY NOT EXIST
ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND
UTILITY LOCATION, lOENTlflCATION, ANO MARKING ARE THE
SOLE RESPONSIBILITY Of THE CONTR.b.CTOR. REROUTING.
DISCONNECTION. PROTECTION. ETC. Of ANY UTILITIES
2006 A.R.[.M,A, Oesion Specificotioo5
loo(lin,;i: Coooer E 80 'W/ Diesel lri,::,act
o:n:I A.R,E.M,A. Chapter 1S Alternative Live Lood
LI ST OF SHEETS
1, GENERAL NOTES & UST Cf SHEE.TS
2, GENERAL PLAN & ELEVATION
3, PILE LUO!JT Pl.\N
~. QEl,()LITJON DETAILS
5, TYPICA.l SECTIONS
6. BEARING DETAILS
7, STEEL PONY BENT DETAILS
B, STRUCTURAL STEEL FRAMING PLAN
9. FRAMING DEUILS
10. BALLAS~ PL.HE PLAN !.. DETAILS
11. BALLAST PLATE & DETAILS
12. SPAN 2 BEARING OETA!LS
13. HANDRAIL PANEL DETAILS
1~. BILL OF MATER I Al & MISC£LL/lt£1JJS DETAILS
REFERENCES:
BNSF Standards:
PLAN NO. 0000-22902-266
PLAN NO. oooo-22om-1F. 2a. & 30
PLAN NO. 0000-22899-2E. 3E, & 4E
Existing Drawings:
C8563 1, J, 5. 6, &. E1
424-33 ,. 2 &.3 0-f J
Lifting Weights:
PB24-10W
PC108
= 50.100 lbs,
= 21.aoo Lbs,
PJ102 = 3,600 Lb5,
PONY BENT = 7,200 Lbs,
SEE SHEET 8 FOR STEEL LIFTING WEIGHTS.
LEGEND
TIT
RY
f.S.
N.S
8.S.
U.N.O.
els.
ES.
F .F.
B.F.
T.
8.
E
r
" Top of Tie
=R\'lilwoy
= Far Side
= Neer Side
= Bath Sides
" Un I ess Noted Other l'i se
" Centers
" Eoch foce
" Front face
= Bock foce
= ToP
= Elottom
= Expcnslc:n Beorin,;i
= Fixed Beorin,;i
I EXPIRES / -/ 2--0 t
MUST BE COORDINATED AMONG THE CONTRACTOR. UT!L I TY
COlilPANY, .tNO OWNER. SITE SAFETY. INCLUDING THE
AVOIDANCE OF HAZARDS, ASSOCIATED W!TH BURIEO ANO
ABOVEGROUND lJTILITIES REMAINS THE SOLE RESPONSIBILITY
OF THE CONTRACTrn.
DES: AAN--+IWI
DRAWN: CDP-H\il ~Ar.SF'" SN{l((ll,IJSH JCT. TO BLACK RIVER
BRIDGE NUJ.IBER 2,36
P.IIL ---,-
APPROVED:
I CHECK: AAN-HWI I K~.-~.-:--_:_-
BRIOGE ENGINEERING UN$AS c1n. l(S
DATE: 712/07 K/.1.~ AUTH: n55707
OVER Cf:OAR RIVER NEAR RENTON, WA
GENERAL NOTES & LIST Of SHEETS
LINE SEG: ~05 ASST. DIRECTO" STRU('UR[S DESIGN PLAN NO: o~os-2. 36-01 S"IE": T: 1 0' l ~
~
•
i ;;
I
i
~
I ;
g
e
' ' ~
Fi 11 gop between encl of eoch
beom 000 face of l)(l'"~t wal I
with (-1,t ){ 18• K 6'-10"'
plies of prem::ilded joint fi I !er.
End of Beom ~
Foce of
Por~t
,·
PW102_
' I '\ '"' 'I
I : W. -['"' °' ,;,
"·---DP100 & DP101 I -----.. Su0i;irode
Filter fobric
.f.j.l,,.J~..-,tment
'With well l)'"Oded,
11,2• m:JKinum si~e.
Cf"OS119(1 roe!(,
', ---------
'l'
J
'i'
-/'lit, V r ~--~ ~ .,., / r1 q ;:g4x; 4Fi ~
flowdJle fill backfill (ClSN -Cc.-itrolled
Low StremJt/1 MoteriolJ, Allow to flow
arOJnd end of win,;r wol I
,.
! : I
I ':,._
' I " I ; "--24• " l I ~--'• I -dJ(], ..., __ ... f
¢ M:iutment _,/j ---
HSS 16, OOOxO, 625
Pipe Pi le
Auoered hole
ABUTMENT #4 & #1 IOPP. HANDl
Face of precost prestressed
ca,crete.bean. Place R82,36.
(Honct"oil not sho'IITT fix-clorityJ
ti,;;iht o;ioinst cco::r .. ete beam. Loatoils sym. about it of abut.
Weld RBZ.36 to all'bad<lad I
plota-typ.
PC10B
RBZ.36
R82.)6
EJTDeooed plate
PLAN VIEW -ABUTMENT #4 & #1
PB24-IOW
Proposed
GrOI..Jldline
Note:
Field weld RB2.36 to eoch
P15 Plote in PB2~-,ow OS
shown, Cent«-R82, 36 on
PIS end locate R82,36 1,/
frau Pony Bent and foce of
PC10B.
PW!02, Typ.
TIP ,..,,
HANSON
WILSON
I EXPIRES / -/ 1_-0 </ f
li''"'a"°""'"
! ~t betweefl t' beam ends
T~ of-~~~
End of 881Jml I!~ Encl of GI rder !
I
2· ' 2·
:ySOP2.36-1 & SDP2,36-2
~ :,-1~
~ ..
i'
' ~
Typ:;, 'i,
~ ' ,,,.~ • I
• Ccntrocta-sho! I
fillld verify
t
" "
Ii:
' '·• I 11 ' : 1· ' , I , , I
! 11·i·-1 1,,~1 1-{i
I l : I '
~ i-
*)'-0"
I
I
t1 3' -o·
t Pier
PIER #3 & #2 IOPP. HANOI
(Hondroi I not sham for clority)
$ Brid(le Elev, 44,59 (Pier #21
Elev. 44.17 CPier #31
\-11,~· dio. x 13M Spiral Bolt
t-Wosller 11100
PC10B
WING WALL TO CAP DETAIL
Face of precost prestressed
coocrete b8<lm, Place RB2.36
ti,;rtit o,;roinst concrete beam. l..-oetoils sym. obaut it of cap
Weld RB2, 36 to Pooy I
Sant-typ. I
o O O I
• ----, ·-···-·· ··1 ····-·---·i-·· ·-··-•• 1• ••••••• =· E;,l
\I -,,.
1
I) (Typ.
B' -3"
I +-___ t
i •---·
I . ' r
' ~
I
a~· !
~
-----l
2' --4•
•
I
!
I
i_i' -s·_i
• ==~=
2' --4•
PLAN VIEW -BENT #3 & #2
OES: AAN-Hll] ~Ar.SF'.
DRAWN: CDP-Hlll
CHECK: AAN-HWI l.tl~Lllfl',IY
BRIDGE ENGINEERING UNSAS CITY. KS
DATE: 112/01
AUTH: 7355707 APPAOVE.0: Kt-1-~
LINE SEC: 405 ASST. OIAtCTOfi STRUCTURES '.!£SIGN
·----i Pier
SNC1i0M1SH JCT. TO BLAO: RlvtR
BRIDGE NU"6ER 1.36
OVER CEDAR RI VER NEAR RENTON, WA
BEARING DETAILS
PLAN NO: 0405-2.3£-06 S!-!EET: 6 OF 'I
i
~
·"
' I~
a
g
i
I ;
'
~· 7
N
. () ,-
B~ t HP14xn
2'-42'.l ~ ..... ~ ~ 2··~
iii
:.,
I
Plote 1•--,i•x1,ix 2'-5"
~' Gl Typ. , ,,4 17
I •
'.:-1
7
[' ':t Ho lo
----;, ~·
' ~ I
le
Ji -. • :~ ~ ~; -' -typ. :.-';., ~ -; __ "._ --; . . J
/ ' ' Typ.o -~ ~ l ~-TYPy 1,
4
~,:"'
Approxil!llte Exist.
Pier limits
"'a" dio. A354i
Gr, BC Anchcr'
Bolt,· Typ.
1 I ~ 4 I
'f ' ' 'I' · 9, I 9• • 1 • I ~.!___j 4 '4 I • , ·4
11 1,t ! 1'-6" I 1'-.1os,4• I B',/ 1111,4-
1'-B1•i" )'-Q" _! 1'-3I,.• -I
..6'-0"
B.,._J
ENO ELEVATION A-A
t HP14x73
~
14~i'x1•/xl B'-£ •
E I ostcmur; c Pod
70 Dur00l9ter
. ~ ~ i :,:"'I~
ff After pier cop derooliti(l'1,
shoold ttle remoinlng pier
ccp width differ from 6'-0",
the pooy t>ent sho 11 be I ocoted
t>osed on the center I ine of
the Span 2 b&or i ngs per
dirrensia,s Shown in Section C-C.
Plate 5.a~x6 11i"x125.-a"
B,S., Typ.
41,; j I j 414
I : I HP14x89
~1
-... _j, -le e ,!,. f. "' ' ··~· ' -+-· +
:., t. t
I I .,.,-PI ate S.,"x6 1,;x1 zS-.·
·t· ·r B, S., Typ,
;._
....... 1,..
HP14x73 tj , I ! C::Z:1 ~·
'
~~·I~ :--+-----+-1'8" dia. A354,
Gr. BC Anchor
Bolt, Typ,
Plate5.a-xG1,{x12~·_L_ I\ I\ I e.s .. Typ. --.----~v---r ,·-r
HANSON
WILSON
1j.'"<~••o .. ,,.
SECTION B-B
,. three~~
10" Sw&<19e
-~I I I
PONY BENT ANCHOR BOLT
ASTM A354, GR, BC
1-Bor 1,1• dio. x 1'-3•
t-Std, Hex Nut, 7'f r:no. lyp.
l-Std. Wosher, 1 die. hole
' .
;;:
" "'
• 1,
~
1l
~
"'
~yp.
I . 1· -o·
t Track & Brid90:
' 14•-o-RB2,36, Typ.
7' -o-~ -15--il dia. holes in ! ~/ .-,,1, ,·,,· on<I ;n to,
, , . , d1a. bolts ----T--~ I ;:HPl<,89 k ' t'."'l' HPl«B9 fer
'cf 1,,,,. I I ,,,. II I I ~ ~ I '"' o_f ,, ..
7
~I
ll
0
HP14x13,
Typ.
~
;--y, __
1 _ -:.. --... ir------
1~ = = ::= = = .
: .
I " i ~ I
" -,,. --
-. -:~ --r---,._· ---:------=---:
:~: -.--. " ~·~ ---:.__ _ __ : bl···.:. .. • r--,. : ---:----~--,-~ I :::::1---1-,
;
?'
l
-~i .. ~
I '5
"''i: r a
~~1~
T££ of Seat
:,-1j i_1·-o·_i 7-HP14x73@ 2'-'3" = 1b'-E," 1' -o• i
?
~ '3'-3" 9' -3"
~ HI' -f,~
4-A
ELEVATION
1· . ,o• '" ., ' -, ' '" l -, I '"
"":f -'"'I ;:I~· •-
9 ~
, I I I
! /''• ,;o. lo"'· I I
I . I . I I Gr.BCAc::h«I ,. ,. /Plate ~-a"x6 1jz"x12 5,t, I i Bolt, Ty~. I ! 8,S, Typ. . I I ; I ; ' ' ' -t-----+-' . ---i---1-----,--r---·-·t-· -f· -,--·-r-·r·--·--·T· ·1----~-
i --t--i---------+---·-·-·-·-·-·+-· ·-·---;.----------;-------A-·+·
' I "' ........ ,~p
I ' , i-----..... , ,.--·--·i··----,
:'_ j -'~ ( I :) f]~ri-r~ . _JLJIII 9
,r-·--·-;·-,··-\ ,'r-·--------, >
' -_,J-~t_,_ -----'-:
. . ,J \ :
:.-.~·-·---_:':.-.=-.=-.·..::~.=.::.-.-~--
it Span 2
. ~earrni;is
-r-r-·--,---·-,·-; ---~,---·-i -.;r
' \ I ,' \ I ,'
I ~-----------J ~-----------J -i--r--·-·----------1~-:----
1 4-ta d,a.
A354, GR. BC
Anct,,:r Bolt.
,. ,. ',.' :-.11_ ~ 2N <I:~ ~ o.a
' C 1'-10· :-""
! -8' -}"
1 '-4"
I 1' -4 •
f'-,o~·
i Trock & Bridc,ie
SECTION C-C
I
4-1 1,{ dia. holes in base
plate and elostOT10ric pod
3'-9"
8' -l· -~ Structurol steel snol I conft:f"m
to ASTM Designation A709, Gr, 50.
All steel sri<JII t:,e pointed par the notes
m sheet B of 14, Steel notes en sheet a
of 14 apply to 011 structu-al steel end
comecticns.
I
EXPIRES /-/ 2,-<l
HP1hTJ
Base Pl ate
1 '-1o·x1 "xl '-10·
2"4~x 1,tx2'-0"
£ I astcmer i c Pod
10 D.u-onater
A.,._J
Typ)
. . k ~, ... 4
-~.r, D· tqµ f
1,t. Typ.
RESTRAINER BRACKET -RB2. 36
ASTi.4 A~6
1-An,;ile 6;,:6x 1'J x 1'-4"
3-Plates 1,1 x5"x5"
DES: AAN-HWI
DRAWN: COP-HWI ~ArSF'-
CH[CI<.: AAN·"w'
DATE: 7/2/07
,,,,.,,,,1.,.1.r
.. _ .. ,,-n-., I BRIDGE ENGINEERING KANSAS CIH, KS
AUTH: 1,~~,,,,
SMCIIOMISH JCT. TO BLACK RIVER
BRIDGE NUMBER 1,36
OVER CEDAR R I VER NEAR RENT~, IA
STEEL PONY BENT DETAILS
SHEET: 7 ClF 14 L If.II SEG: ~cs JSST. Ol~ECTO.S SlMt!CTURCS OES'CN IPLl.ti NO: ll-4C5-2.)b-07
I ·:::··:. ;APPRO>to, Kl-!~
I
i
l
.,
.,
;;
~
i
I ;
' ! • I • i
To Black River, WA
(RY West) '----------------------------128'-o· out-to-out of girders
----------------------------.
To Snohomish Jct., WA
IRY East I
-------1
3" x 20· x 30'-0"_J!o_n~__!'_l_a!es-To;, &. Bottom 1" X 21>' __ :!. Bottcm
I
3" x 20" x 30'-o" flonga Plates-Top .5. Bot1orn
£,'~11.t· ,,·-.1~· . I e Spaces!!' 11•-5• = 92'--0"
'
11'-,4!,/ ' 6'-71•{ on$ of
I
stl feners I I I ' I ,· 111· 11 '-3 1,1· ' 9 Spoces • 11'-6" = 103'-6' i 11 •-3t,t
on f of I i I I It~ I I i j ' sti fen8r's I
I ' ' I '
" tr~ Stlff,o.,-. ....... ij
I I I I I I I YI r ~I J [ .,!~ f,·I I . I I ~ I I I ii • 0
x 8" B.S. 0
7 .e ~a
J ,,, ~ \_ \_ '[:' II 1'«:1BX~2.7 lnterl'll9i:liote Stiffener . • F I,
" diaphragms, Typ. Bor 1,"xG" 0 5 Typ Jntermed1ote Stiffener ,1, II 2 -... · Bor 1,,txi,"-B,S,,Typ. · i' 12G'-1" center-to-cent .. ot baa'i i! · 1114•
, , . I
~-II !· ,4 • ~~ ~~ ~ "" SECT (ON A-'A ~ "'°"'°"--;:
i ¢ Pier r-rt Beo-inQ ·.··•
S0i10etoi1 "B"
,1,-'I'
;.,
• ·-----4,--. ----~. --. ---··* ·· -----i---• --·--4,.· •••• ·-+· ... -· --t-------!---------+--. -. --~ .. ------t---£ .. . .. · i · ...... , ....... · 11f ....... ~ ...... ·1tJ'l3' A
I :c:: -------~-. ----·* ·· -----t-. --... \~--...... ~--· ··-·* .. ----i-------. * ·--·-.. ~ .. -·-.. ·t .... ·-+· ··-.. ··*·· -----!-----• -··*··-----~--------:;: .. ---.
'I'
••• ---·:P ··-•• • 1· ••. ----~* ..... --i------···* -... --·+-. ·-.. --~ .... --·-!-·-··-. ··*··. --.. ~-....... :¢------~! sl ;...., e ·-· ---· -~1°"-• • • • • -~ • • • • • --cf.· •• --• • 1 • • -• ----'i--· ----·i· -----.:f. --· •• • ~-· •• · •• · -'f ••• •• ··I--• ---• --f-------, _ ---.. ---'r-• • •• -• .j. -----• •• f. · · · · · · ~ · · · · · · · · :r-, •• • • -• CZ,
STEEi NOTES:
GENERAL: F ABR I CAT ION AND WORK.MANSHIP SHALL CONFORM TO CURRENT
AREMA SPECIFICATIONS FOR STEEL RAILWAY BRIDGES, ANO SECTION 0<!600
OF THE BNSF STANDARD CONSTRUCTION SPECIFICATIONS.
DEAD LOAD: CASSIJMEDI
RA!L
BALLASi ! INCL. TIE!
WALKWAY, DEO & CIJRB
FUTURE BALLAST
STEEL
TOTAL
200
1 B~O
160
780
3120
6700 LBS. PER L)N FT. OF TRACK
DESIGN LOADING: COCf'ER EBO WITH DIESEL llilPACT FOO BALLAST DECK.
MATERJAl: All ST9UCTURAL STEEL SHALL CONHIU,t TO ASTM,
DESIGNATION: A709, GRAOE 50, EXCEPT AS NOTED.
ALL A709 CR, SO 5-TEEL FOR PRIMARY hlEhlEIERS SHALL 1£ET IMPACT
PLAN OF SPAN 2
All SURFACES, EXCEPT FOR THOSE NOTED, SHALL BE PAINTED WITH THE PRIME
COAT. FAYING SURFACfS ANO SURFACES THAT W!LL BE FIELD WELDED SHALL BE
MASKED OFF OR COVERED DURING TH[ JNTER~DIATE AND TOP COATS,
1 span re<iuired
ru11 Penetrotioo~ Groove Wel<:1-
See Note, .. A·
., -' 0
WELDING SHALL CCNFORM TO CURRENT A.r.s. STRUCTURAL IIELDING CODE 01-S.
ALL WELD IUAL MUST BE EQUIVALENT TO THE BASE METAL rn STRENGTH
AND APPEARANCE.
THE TOP SURFACE OF THE BEAMS SHALL BE ADJUSTED TD FORM A STRAIGKT
L I NE AT ANY TRANVERSE SECT JON THROUGHOUT THE SPAN, TOLERANCE IS
PLUS OR MINUS 1,-{.
ll:.,tice] ;:_ : --tA,=w~ Ha~N.•. :
SPAN SHALL BE FULLY SHCJ' ASSEMBLED TO ,1.S-SURE ACCURATE FIT.
DISASSEMBLE INTO HIO BEAN SETS rm SHIPPING.
THE THICKNESS OF ROCKER PL.IITES SHALL 8E. ADJUSTED TO MA!lffAIN DEPTHS
SHOWN (TOTAL PLUS QR MINUS l,-15"") FCfl EACH BEAM AT CENTERLINE or
BEARINGS. MJN]MJM THICKNESS or ROCKER PLATES SHALL BE 3"".
'
Grind weld flush ro-rool to splices.
Grind in directicn Of stress cnly,
Weld SCU"ldness to be estobllshed
by ncn~tructive inspecticn,
DETAIL "B"
fobrlcotcr-'s Nl'.lm:I t
lnstol t en lleb
MOMENT & SHEAR TABLE
FOR STEEL DECK GIRDERS
DESCRIPTJON MOMENT --------SHEAR REOUIIUUTS roo HIGH STRENGTH STRUCTURAL STEEL PER CHAPTER 15 or THE
AREMA M.V.UAL. BALLAST Pt.ATE, STIFFENERS, DIAPHRAGMS At{) OTHER SECONDARY
MEMBERS SHALL BE EXEll'T FROM llf'ACT TEST REOUIREliCNTS. EST1'.tATED WEIGHT OF STRUCTURAL STEEL = 236.6 TONS Deed Lood 3.328 ft.--1: 105.6 K ,
SH(f NQTfS: BEIIRJNG PLATES ARC TO BE FLAT AND LEVEL AFTER WELDING,
[f'[N HCl.ES: 15,it DI A,, U~ESS NOTED,
ALL FASTENERS SHALL BE 1•{ DU. ASTl,I A325 SLIP CRITICAL HEAVY HEX
HIGH STRENCiH SD.JS, TYPE 1 11TH ASTM A563, GRADE CJ HEAV'I' HEX
NUT "ANO ASTM rA36 MAADENEO STEEL IASHER UNDER-THE Tl.flNEOELElilENT,
HIGH STRENGTH BOLTS SHALL BE TICHTENEO BY THE ""TURN-Or-Nur TO
OBTAIN PROPER BOLT TENSION.
PAINilNG OF STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL BE CLEANED AND
PAINTED IN ACCORDANCE 11TH SECTIOI (),1100 CF TRE 8HSf STANDARD CONSTRUCTION
SPECIFICATIONS WITH THE FOLLOWING THREE COAT SYSTEM OF ZINC/EPOXY/URETHANE
FOR SEVERE ENVIRONMENTS:
PRIME COAT: CARBOZ!NC 11 INORGANIC ZINC, 2-3 MILS OFT
INTERJ.ED I A TE COAT: CARBOGUARO 690 OR 893 CYClOAL I PA TH! C AMI NE EPOXY,
4-6 MILS OFT
TOP COAT: CARBOTHANE 134HG AL!PATH!C ACRYLIC
POL YURETHAN[. 2-3 MILS OFT
ESTIMATED LIFTING HEIGHT or ONE BEAM= (5,T TONS
ESTIMATED LIFTING HEIGHT or TWO BEAMS W/ BALLAST PLATE= 111.4 TONS
TOP OF T!£ ~ TQ Cl fAR.!iNCE
TIE ,. ,.
BALLAST •• ,.
BALLAST t . .. 1,l
BEAN 6' -10· 6'-10·
ROCKER PLATE <!¢BEARING ,.
SEARING PLATE ,.
BEARING PAD 21-i,·
TOTAL 8' -10 .... ,6. S' -1l,t
( 8eor"in9
r op & aottooi
of Web ¢ Beorino
' ~•I
• Eq.iol Spo:::es = 126' -I~
CAMBER DIAGRAM
(Not to scaleJ
CaT!Oer calculated for Dead Load
plus line lood of 3.000 lbs./ft. of track
Live Load 5,0S7 H,--f: 180.v--i
lrrpoct 1, 75. ft,--f: 62, 1 K -J
Toto I 10,179 ft.-!'; 348.3K
Secticn See this Sheet
Steel (Fl & lebl .l.S.T.M, AT09, Gr 50
Net I 261,035 in
z Net 5 (B0TTJ 6,194 in•
~ fst iaor11 19. T k.si
0 Gross I 270,952 in'
~ Gross S !TCPJ 6.608 in3
fsc !TCl'I 18.5 ksi
!
~
~
-i
""
= Exponsioo End
=fixed End
1-Mcment of Inert i o
of the Sect; 01
S-Sect i en t.lo<i.l I us
fs'1,1Qx. unfoc'tored
stress 1n the sectia,
clue to 0,L, ... L.L -1-]nt)OCt
THE INSIDE FACE or BALLAST CURBS, .lND THE TOP Cf" THE BALLAST PLATE SHALL
NOT BE PAINTED.
Note "A":
DES:
DRAWN:
AAN-HWI
CDP-HW) ~Ar.SF'" SNOHOMISH JCT. TD BLACK RIVER
BRIDGE NU~ER 2,36
HANSON
WILSON
flonoe splices and web splices lif usedl Ol"B to be mode
with full penetrat on groove welds. Fobricot,r is to sMw weld
c01fi9uroticn oml oint preporat1cn on detail drawings.
f lom;ie ond web sol ces to be offset o minirrum of 5' -0~-
CHECK: AAN-HWI
DATE: 712/DT
AUrH: n5S707
*""'"~'""'' BRIDGE ENGINEERING llANS.lS CI TT, KS OVE.R CEDAR RI VER NEAR RENTON, IA
APPROVED: K1-1.~ STRUCTURAL STEEL FRAMING PLAN
"j: 10<0••···"· LINE SEC: 405 ASST. OIRCC!OR STRUCTURES O[SIGN PLAN f;Q: G~os-2.36-0B SHC.ET: g CF IS
~
~
I
i
~
i
' ' ' I • t
/ Top of tie
C •
,.,,,~
8" Min. Bai lost ----
,.,. 4 Ballast Plate
Br9, Stiffener Pio
1~ x e· x Req'd,
Typ,
";~
I'..
'
I . .. . •, ... Web Plate 'J,,/ X 76°, ... ... Typ,
"' ~ ... .. ; . ..
: ::1·-101.t·
0 OJ . •: . •, . ·:
'7;Br;d9e
I
' ·;
! ... . ·: I ••• ... . •, :l l ... . .. i :H ,• . . •, ! . .. .. , '
'\ 111 2° "'' ! Typ,
·1,{ dia." A325\
laolt, Typ.
. .. . .. :®. ,• . . •, ,• . .. . . .. . .. ,• . . •, ,• . .. . .. ·: : .... ' ,.• . ~ •, ,• . :· . . ·: :· . ... . •, ,• . :• . . ·: :· ,.
Flon~a Plate
I
' ' ,,J,:.. :.I I
.-.-1-._ . . ..
0 .: ... . ··-!-~ SP<J. I!! •• • ' 3• = 1'-0" :. • . •,
.e-•-1----...
11,t • I
:= r ll Bent Plate ~ 3-t, Typ.l
·--·
II
. .. . •, ,• . . .. ... . •, ,• . . ·: I-e 5'1o. • ·• •
'' 1i 2•-0• i:: . •, ···: . •, ,• . •-:--L. :• o
.
' ;._
' -.v . ,ryp .
f ·-To;i of t'
·--· ·-----__ '_e
r He
B"Min. ~
,,; Bal lost Plate
""' Detail 'O'
~
~ .
.JtiJ.J . .t. -·
Bridge~
.. '\
/ / t .. 1 "x1" Cl ip,-t---
1 Typ. • .. • I
:.. :.1 I
• .. ',,
/
/ .
~90"00', Typ.
Stiffener Ptote
·~· ll 6. ll 5'-10",
Typ,
•·· '" ' ,:,, "
I ... ,, . ... . ..
3' -9" 1'-101,l 1 '-101,,• 3' -9~
FRAMING DETAILS <SPAN 21 -END DIAPHRAGM & BEARINGS
___ rTop of tie
---··;: 1;E;3··
s· Min. Sol lost
l,{ Sol lost Plate
See Detail 'D'
Stiffener Plate
112°' X 6' X 6' -J 1,(,
Typ.
I
Plote.3-t·x 5" x e·.
Typ.
. . . . ,,
·: .. . : ..
.. .. •: ,,
"
2 -1,; dio. A325 7 Bolts P8I'" stiffener 3\t" I 37-t"
]( MCl8x42. 7,
T,i,.
Web Plote
l,t x 76",
Typ.
'. :· .. :· ..
" ,,
:· ,•
"
f Sr iclge
I
I
1"x1" C!ip, Typ
•
I !
: I t
•, ·: •,
11~·
1,e· dio.' A325
Bolt, Typ.
G'"x1" Clip.
Typ. I
;@ '. '. '. ,.
(Pitch= 5•1 ~Typ. Typ.
[ L 3'-'3" 1'-101•1' 1'-101,i·
rron9e Plate J"x20·, Typ.
n·x26~ Plat11 f! central
68 • -a • of beams J
:..
•r· ..
.. : 4. Spo. @ Cl: 3• = 1'-0" ; ..
•r-· ,o
0
;..,
•, •: .. ;.~oi·:O·
:.. :.
J'i· I I 3~~
Typ. Typ.
3' -9"
FRAMING DETAILS !SPAN 21 -INTERIOR DIAPHRAGM
I Note: Stiffeners not welded to t,ottooi fl,:noel
.. !=3v~ : -' -e j -UJ
Br9. Stiffener
beycnd
I" x 1" CI ip,
1,i,.
Stiffener Plate
1" X J 1,~" X Req'd
I Typ. l
C' T)'P) 5-i 6I/ CJ
Bent Plate
3,1• X 38" X rllQ'd,
Typ,
~Typ.~
Plote 11i"x6"x6'
VIEW C-C
Girder Web
/l s,
16
1) ( Typ,
! • ! I , ,,,. l.2...-! i I
F longe
~2 _1,t<1ra.
VIEW E-E
1"x1" Cllp,
Jyp.
• leb Plate ''l x 76",
Typ,
:.L
.-
3' -9" 1'-101,l
~ 9rid9e
L-f-'
r,
1'-101,l
F 1o~e Plate 3"x20", Typ.
l3"x26" Plate@ Central
68' --0" 9f beO'IIS I
)' -9"
) ~,I) ( Typ,
FRAMING DETAILS <SPAN 21 -INTERIOR STIFFENER
,. 6'-9" to rt Bri~e-& Steel
1':
LEGEND :,,19·~~!--·-·f~\,
Jyp.
A325 Bolts
o Shep bolts
• Fiel<I bolts
Q:. ~
,5l' II !
..... !,. ! . ;
·--•
lS"xS"x!,{ x 2'-10:'.
~ '
ci.' -Sl''ii'~ . ~ ,., ..., ci
---ei.,:;
II, .. ,.~· ./,
'I
•• ,, ... -,,·-o·,,,,·-,, ~x : /,
:o
Ber J..Jx6"
' Typ) ~: l>
* use e· "8"x1'-2 1,tx2•:.4.•
At intericr locoticns
51,J
~
~
9
,..
• g, ~·
""11
~ t Steel
DETAIL 'D'
DES: AAN-HWI
DRAWN: CDP-HWI
CHECK: AAN-HWI
~Ar.SF'"
A'A/~ltrAY
SNt){QM]SII JCT. TO BLACK RIVER
BRIDGE NUMBER 2,36
OYER CEDAR RI VER HEAR RENTON. IA
HANSON LISE S[G, <OS ~ I WILSON ___J "'IIIEullllllll!'ll, , ., ~ ... h ...
BRIDGE ENGINEERING UNS1S CITY, l(S
DATE: 712107 Kf.! :L... AUTH: 7355701 APPROVED:
ASST. D1R£CT3R STRUCfLIRE~ DES!GN
I EXPIRES /-/ ~ -01, rRAMING DETAILS
ij
~
To Block River, WA
(RY West!
1S' -o•
Lift!n9 Lugs -~ See Oetoi 1
Bal last Plate ... S8P2,36------..J -. ~A
8 ------------------------------------
12&'-0" ()Jt-to-cut of Bal lost Plate & Girders
1s' -o·
8 ------------------------------B~
To Snohomish Jct., WA
(RY East)
Liftino luqs
See Det.ol I
CIOSU'"e Plate -SCP2,36-1 -----~-----: :: : :: ::::-i.-ri-~--------------i~-Closure Plate -SCP2.36-2
Typ. tl.N;Q.
LEGEND
o Shop bolts
• Field bolts
HANSON
WILSON
"i-"(Ul~HOIO
Bal lost Plate -S8P2.J6
G'-1'1_· Inside of Curb
Fasten curl> to deck bracket With
T,.8• die. )( 31•/ H.S. Bolts,
~Typ,
Bollost Plote-SBP2,36
'"''. "---j /5,1,V
i~
" •, .,
•,
..
•,
" ,,
8
ft Brid,;ie
I
t.
A
s' -,11_·
fasten wolk bracket to anole with~
~-'•a" dia. l< 21,t H.$. Bolts '\
14 Closure Plate-
SCP2. 36-1 er 2
:· ,,
" ,,
S!illost Plote-S8P2,J6
J,/ gap
i~
" ,,
·: •, ..
..
•, ·: ,,
"
,Cont.
" ,• :· ,, ,,
" ,,
:· ,,
' ,,
,,
" ' ,, ,, ,,
"
·:r
SECTION A-A
~~ . • • j ,. + ="~' -,':P1.3:
SECTION C-C
BALLAST PLATE PLAN
Grip Strut Safety Grotino
3Nx7" plank 12 go.
Galvanized
~-EY,1' Jrf: .. ~25 Bolts
~ -Std. Noshel'"s
2-Heavy Hex Nuts
e F~AJ I ocatloo:
1-~16 dio. x <1 1,t cofTiooe bolt 11/ nut
1 ~ Standard Wosher
1 -Lock Nut
\ -4nchcring device clip
Wolk BrocKet
SIIB2, 36
' 5,
16
1; (Cootinuous, Typ,
Grind edl)e 1 Typ. l
Closu-e P!ote-SCPZ.36-2
,,/
2'-s1,t
t 1,tx 21,2 Slots ---+--L _ _J
·,
°'
il~l_i--~ ~-,
~" 1· -------1-
,,~ '
~ _~1
:,, '"'-1 :_1_
Jb
If. ''/x11·1c2·-s 1,{
~ t 1~,16• Oio. Holes
I
8
"' ~ 1-----tt·-+--1-·-:,~j ~,-~----"1f,-+[--:--a-=·=-c=--------:;: -= 1-_L_,j, _ _ _ _ -L _,,
.,._
NI
e.1J,/x11~x1'-2N PLAN e. 2·x1o·x1·--0··--\ !
Lift cn,;ile shall
not be I ess than r,o· I
;,,~----!:-v!\____ ~ ,,,, 01 •: "''.a
I , I f 21,{ O,o. D ;,, • I I Cf
I , i . ;: J
l ''8"x21,2•x21,i-
losher , T YD .
11,/ Oio, H.S, Bolt, l)'P, ~
WALK BRACKET -SWB2. 36
Weight ,, 45 lbs., Golv.
46 Req' d, lug capacity= 30 Tons lYertrcal Liftl
FTING LUG DETAIL
No Scale ·
NOTE
Cantin.Jc-JS~
5116
-~16-V -<Centi nurus
St-q;, bolt IUQS to ,;iirder sets,
Place lui;is 15'-0~ ;n fran ends of
ooch ,;iirder. fobl""icotCI"" is to
furnish J2-11,{ Dia. x 51,/ H.S.
Bolts f();' fillin,;i holes in field.
SECTION B-B
OE S: U,Nr::;r;
OAAWN: COP-llWJ
CHECK: AAN-llW!
DATE: 7/2/01
AUTH: 7355707 APPROVED: K. t-l ~
LINE SEG: 405 tSST. DIRECTOR STRUCTURES DCSIG~
SNCJHJIISH JCT. TO &.ACK RJ'IER
BRIDGE NUMBER 1,36
O'IER CEDAR R]'l[R NEAR RENTON. Ii\
BALLAST PLATE PLAN & DETAILS
PLtN 'fO: 0405-2. 36-10 SHEET: 10 :::JF 14
I
·-J
!
~
..... ,
,
• ~
~
I
t
i ;
-~
t y
' !
w
B~
B t.,
:,,1
~
~
:..
"
,-----_I, 128' -0" -r----··-
.. .i .. fi:ii.ii h ----=== -J~==•====•••'••••••••=LJ_;;-.,_-_-,.-h Or•,rz--5----'---'-·--""\i)--'-~---"'>"-"'----,,.-e•"••·-=""""--F· __ -,! __ ~_,
wr16, sxe~. sx12e • -o·
WT16. 5x84. 5x1 2B' -0"
e. 1,/xSB "x128' --0" PLAN e. 31lx5B"x12a·-o·
1~· . S'--6" s·-1~· ~ 1e Spa. a s·-s· l s·-1~· s·--1~· 1·--1~·
-----, ! ] . ! · ' = 103'-6" l I ! ! ~ I I I I I I I I·
]rt -----------··n1 --------------w--+ f~tnr-·-----Jr -------------:~: J ·
~-l Sae Oetoi I 3,(x6"x1'-o"Fill l, Typ.
Typ.
'A''
ELEVATION
BALLAST PLATE-SBP2.36
2 Re<1'd.
Weight= 21,588 Lbs. eo.
!Includes Fill l 'sl
I EXPIRES (-/<!..-lJ?f--'
,.
l'i16.5x84,5 t _ 1
~· ~~ t ",1•,io,,
'
~~:=: 7~" . : ;.,_J~~i • ,,. ·---~=-l-· .
( \_3,/x6" 1' • x-OFillf.
DETAIL 'A'
10'-511_"
I
• ,,_., .. ,,{,IO' -s•,· 7 I
CLOSURE PL ATE -SCP2. 36-1
t l,lx441,/x5' -o'"
1 Req'd.
reigit "'1181 Lbs. eo.
9' -0"
Typ.~ ,...-,,.
~L
CL OS URE PLATE -SCP2, 36-2
13 Req' d,
Wei,;tlt 5 1045 Lbs. ec.
l
-~
'l' ;.,
t ~·x 6"x3' -e 1,/
{ 11'16 x 2" slots * Trim inside flange
to toe of fillet
s,,,
"
<1'-8j_• HOid
l,/x6·x1'-op Fill t
VIEW B-B
DES: AAN-HWI ~Ar.SF'" DRAWN: CDP-HIii --.. --CH[Cr..: AAN~Wl --,,,_.,,., __ ,
-------j BRIDCE ENGINEERING KANSAS CITr. KS
1 DATE: 712107
1 AUTH: 7355707 APPROVED: Kl-I.~
e. !,l
SNtHMISH JCT. TO SLACK RIVER
BRIDGE NUt.eER 2.JG
DYER CEDAR RI VER NEAR RENTON, WA
BALLAST PLATE ~ DETAILS
LINE ':,EG: 405 ~,~1. DIR;CTOR STRUCTU"IES OESICN IPLAN NJ: J40:-2.36-:1 S•l[ET: I: 0° '4
jj .,
~
-.. 1
'
" l
J
I
i
' "
~ • • i • j
:,,
'f
s1ee1 Circler"
Rock81'" Plate
Bri<!Qe Se<it~-~· ~---
:.,
{ Bear n~ l Anchor Bolt
I---1\ 11·
!... _ ___f£_ __
111_· ,.
!,, dio. , 1·-1· Aacha-Bolt
w/ Std. Hex Nut & Std. Wosher
r '"""· ~ Typ./ "i._V· \ , . ~etoi Is sym. V _ l1 Gir'der"" ''"'''
' "'1) ("'1, .,. / 5-,,
.Rocker Plate
--<Note "A"
I' ii ·o
k
·O
1111-K
Bearing Plate / ; I ! i! 1
I 1l"
15" X zt,fft X 2'-0" l(Jlli!"IIJted
e1ostcrrerlc be<ring poo;J
\_
i !
1' -2• I
11,{ dio. x 2'-2" Ancticr Bolt
w/ Std, Hex Nut ! Std. Wosher
Vf[W PfRPfNQICULAR TO~ TRACK BEARING DETAILS VIEW PARALLEL WJTH i TRACK +
8~"
Note "A"':
Set c;iirder rocker plate cnto bearing plate over pintles. Set
Qir"der cnto rocker plate. Tock weld rocker plate to girder bott(l(TI
flcn99 cnd trien jock span to "Cl8<1r elostooier bearing pod Q.Ting
re111:Jinder cif WEllding r'OCk8t" plate to oirckir tK>ttcrn flonge.
2' -8"
111_• 111_• B11_"
I' ~.1J
1-t :,• X 12" X 1'-9"
-f-;-~--
·1·'
I
i
I
I
Il'-'}--
',J .'
I
i
:,,
~I
~I
• ~ -
I
'-1-Bocs ',", ',", 1'-9" '-l ~' J -:-=--t::: I
,· ~-,
~I .,
-~
HANSON
WILSON ft ••<Olt0 .. f!O
:.-1
:.-1
:,.
1-Bor 2" x 41" x 0'---6 112 II . I ~2-Bors :,~·
l'-9" 511
•. , I ~-H~·
lj 2•-114• Exact I
,.'!_·
x3,{ x o' -2#
1-tJ" x 10 1,/ x 2'-8"
) i,~ k' ( Typ.
2'-4" Exoct
BEARING PLATE DETAIL
Fixed End Bear-inQ t -4 req'd. per span
Exponsicn End Be<Ting t -4 req'd per span
t
~
t
1 11e" dio. Hores -Fixed End Bearing t
11,1• x 4" Slot -ExpansiCil End Beorino t
,.
-~---i--+ -·-·---•-
'·t·'
..
f 8eoring
I' -0"
;.,
1 '-:r• Rodi us ,1 I,,;•
250. t:s= I! I ___J~ . ,-r-, .;ff ~1 : ; ', -:o ~u t
STEEL GIRDER ROCKER PLATE DETAIL
Pintte
:,,
"
4• R. iTyp.1-
11-t" Dia,
DETAIL 'A'
'r
GENERAL NOTES -BEARINGS
Al I rroteriol and W(X""kmonship shol l be as per chapter 15 of the
current A.R.E.M.A-Manual fa-Roi lwoy Engineering. Structu-01 steel shol I
meet the reQUir911191lts of Cl.l'rent A.S, T.N •. designoticn: ,\709 Gr-SO I.Cl less
otherwise noted.
Anchcr bolts Sholl be A.S. T.N. AJ5a!I, Gr, 8C with heavy h8X rklt ond stonocrd woshet"".
lnctu:x-bolts .st\ol I be se.t in Closs l liqui<t type epoxy in the correct locoticn,
usiOQ t~lets, in-fonnEtd or d'"il led holes os stlQWl'l O"I Stmts 6 of H, Pri_or ·
to setting onchcr bolts, b1ockcut fa-ms shall be rem::ived and fcrrred surfaces shall
be rCl..lgh8ned witt\ g:inder"s. Then fer-~ tJOles ond a'illed holes Sh0l~ be cry and 011
dust and loose pcrticles shol I be rem:ive<t by the use of coopressed air er vacuuming.
Fi lino of the void aro.md bolts shall continue until epoxy is level with concrete
'SUl"foce ofter epoxy strink~e hos token place.
LC111irw:,tttd e_rost01118f"ic.b8Q'"ing pods shall be in otccrdonce with A.R.[,M.l.
Ch~ter 1'3. except as rrodifie<I by Sectior1M':IOO of The 8NSF Stcndcrd
Construction Sp8Cificotia,,
Bearing ar-eas on DridQe seats shol J be (t)r"osive blast cleaied to rem:ive 011
fom oil rod CU"lflO o09"1ts (1"1(1 ShOI I be left in o Mt free condition. Becr-ir,g
C..-8(]S on be<ring plate, 111rcn cr-e to reteive epoxy mteriots.· Sh01 I be clea'"led
of al I dirt, 9reos.!i, on(I ottier t<X"ltcrninoots befCJ""e epoxy mJteriols ore opp I ied,
Ueon tQ> end bottaa Strfoces of el0$to:n,ric beQ"inq l)OdS with 110thyl
ethyl ketcne to reroove 011 ttoces of rrold rele-0se OQe(lts. When rootino
si.rfoces a-1 clean ond cry, Closs B 091 type epoxy shol I be opp I ied to
o 5 mi I th; cKness oo the cr-eos of the br i doe seat .tlere e I osto:rer i c
bearini;i pods ore to be placed, and ro the bottoo side of the elostOTer"ic
bearinQ pods ond then the pods shol I be set and held in the prcper locotfon
on the bridQe seat unti I the epoxy takes its initial set, Pods rust be held
dO"IK\ with sufficient weiQht to ensi.re total pod co,toct on the briooe sect,
Just before erectino beams, irrrtcr conslstlng of equal ports by volume
of Closs B Qel type epoxy cnd dry siliC(] send. mixed in
occoroonce with manufactures direct i oos, sha I l be spread on the ant ire top
area of t>EK1rinq pods too thickness of opproxirrotely 1/S inch. The beams
sho I ! then be set in the pr'oper I ocot ion on the beor i no pods befcre the epoxy
IOO'"tcr-tokes itS i"nitio~ set. Scrope excess IIO"tcr-from cr-rund elostomaric
be<rinq pods ofter becrns ere set.
2' -2M . . -s• ttreod
1, -4 • swedQe
J ,-fl
\1 "'' -J
ANCHOR BOLT-SAB2. 36-1
ASTM 4354. Cr, BC
1 bar -11,z" dio. x 2'-2N
1 std. hex nut, 11,; diQ. top
1 std, washer, 1~· die. hole
1~ oaoe steel -sheet (4 req'd. J
~
--'-
:
J lnter<JI layers of 1,t
elastomer between
cover loyers of 1,.·
elostorrer 160 dur011Bterl
--------·--------,]· .
-----~
1,1• A 11 arouno
1 '-3·
BEARING PAD DETAIL
15• ~ 2'-',{ x 2·-0· lomiooted, steel reinforced elostaneric be<Tino pod
60 duraneter elastcmer. 8 reQ'<t.
DES: AAN-HWl EIIV.SF'" SNOHOMISH JC:T. TO BLACK RJV(R
BRIDGE NU'6ER 2,36 DRAWN: COP-HWJ
CHECK: AAN-HWJ ,,,.,,.., ... ,.-.-;.·
8RJOG£ ENGINEERING Klt1SAS CITY. KS OVER CEDAR RI VER NEJJI RENTON, WA
DATE: 712/0T
AUTH: 7355707 APPROVED: Kl-/.~ SPAN 2 BEARING DETAILS
l lNE SE~: 405 A'.,'.,'. UIHlllUe STRUCTURCS O[)l~N PL~h NO: 0405·2.%-",2 Sc1EET: 12 OF :4
I
~
~-
,,
I
i
!
' I • i
_ _ _____ _ _____ ?,'-<'" ""':">:-oo' o_f_~oadc~;;_ ____
1
_
~
I ,·--· ,,._.. ,,._,. ·"-'"
1 I I I
I I i
.. r'Y 7
V V
'fx~\!t
Jlb: -11-X
yp. El! posts
V
'fx~\!t
Jll".,:
-11-X
yp, a _posts
HANDRAIL PANEL -SHP2. 36-1
Welg,t = 183 lbs,
~ Required
Horao.il p<:nels ere to be fobrir..ote<J us<n1;1.1 1,,-dia, std, Plock pipe.
G41vcnize after fob.-ioatim.
V 0
' ... ----i-'l'
Fx~il--~~ JL!".,: -1·w:
V • i"M Q"llled vant hole -1·
frcn 1oint, eiccept as
dirnmslcne<I in Detoi I '6'.
':I -35:i_ out-to-rut of hondroi I
_?_'-g• ·s·-a· !,
V V V
C
See Oetoi I 'B' )'I), I' posts '
V V C
ffJ.tl li I ,,,,. ffJ.1l ~
-l £',{
li I , .... -
---l 61't"
HANDRAIL PANEL-SHP2.36-2
Weli;t,t : 80 lbs,
_ 2 Req..iired
Honcroil panala.a-e to be fctir"ic·oted uslno 11,t dia. std, block pipe.
Golvcnrze ofter fcbricotioo.
'l'
~
I EXPIRES , _, 2.-?)~ I
11 '-s1,{ out-to-out of hon<roi I 17'-z!,i_ oot-to--oot of ho,drail
-~
11 '-4 Vi oot-to-rut of hono-or 1
,·-,•,· ,._,. ' 1'-10'•~ l 2' -10 1,; 5' -9" 2'-101,; 2' -101,l 5' -9" 5' -9"
I \. l'f--v ,=4:1 -~ ----;,
C See Oetoi I 'B' v Open end , )'P, • posts See Detail '8' YP• e posts Open end 7
V l'i -V V V ----;-~-
See Detail 'B' yp. fl' posts Open end I
.5ee..Di!toil 'A'
ffJ.C1
lj U°'!
J~
HANDRAIL PANEL -SHP2. 36-3
WeiQtit = 92 lbs,
1~ Required
Handrail pooels ore to be fabricated usini;i 11,t" <!ia. std. block. pipe.
Galvanize aftei-fctiricotion.
9' -£1,i_" out-to-oot of hondroi I F: s·-1 11_· 2'-9~
V
YD· I! posts ~en end
C
' f
01;...,
' fflct l.i I ,,,; -I ,,,. -
ff11l li I ,.-... --~~
J G''i
HANDRAIL PANEL -SHP2, 36-6
Wei,;iht = 77 lbs.
2 Requlred
Handroi I panels are to be fabricated usin..i l''t" dia. std. block pipe.
Galvanize ofter fobricotim.
C
'
'l' ;.,
, I -I 7 _I-
v V V ~ -;.,
ffJ.tl
lj U°'!
-l~
ffJ.C1
lj U°'!
-l ~
~':TI ~
lj U°'!
-l~
HANDRAIL PANEL -SHP2. 36-4
Weig,t = 135 lbs.
2 ReQuired
Handrail panels ore to be fobricoted usinQ 11,2 dio, std. black pipe.
Golvonize ofter fabrication.
Gf'"jna any
ro..igh edges,;1,8
11'2" Ola,
( J,• (!iO,
''I" X Q'-6" DETAIL 'A'
SECT ION X-X
,. r 31,/
1-Bcr 1~· dio. x o·-01,5•
Center on pipe
31,c" ~1 1,2" dio. std.
-' / block pipe , c;vldt ~ 11,2 dio. std. bloc~ pipe '.;: 1-flar l,s· x 3" x 61,t----+-~_\1I__J
-_-::::::_-:_---~~E --, , ., ,,. . I, \''-
t 3-t dio, vent hole-'I I L 1' j Lt 1~11;" die. holes
·21,i..J 1-BOf1 1•{clia.1r0'-5" 6',£
_91Jt to rut of hoodroi I
SECTION C-C
DES: AAN-ttWI
ffJ.tt li U°'!
-l ~
ffl1l __ _
li U°'!
-l W'.2
HANDRAIL PANEL-SHP2, 36-5
Weigtit = 92 lbs.
2 Required
Hondrol l pone ls or1J to be fabricated using 11,z" dta. std. block pipe.
Galvanize ofter faDricatloi,
NOTES:
MATERIAL: STRUCTURAL STEEL BARS SHALL MEET TH[ REOIJ!R[MENTS OF THE CURRENl
A,S, T.M. 0£SICNATtCN: A36.
STANOARO Bl.ACK PIPE SHALL MEET THE REOJIREMENTS OF THE CURRENT A.S,T.M,
OESJGNATION: AS3. UNCOATED PIPE SHALL BE lJSED,
SHOP NOTES: FABRICATION ANO ARC WELDING CF STRUCTlJRAL STEEL ANO HANDRAIL PUIELS
SHALL B[ !N ACCCROANCE WITH CHAPTER 1S, PART 3 Of THE CURR£NT A,R,[.t.!,A, MANUAL
FLN RAILWAY ENCINEERING. t.!IG WELDING SHALL BE USED ON HOORA!L PANELS.
OPEN HILES:: AS NOTED. SHOP PAINT: POIE.
GALVANlllMG: HAP()ftAll PANELS J.HD OE.CK PLATES SHALL BE GAI.Vi\HJZED AFTER FABR1CAT10N
!N ACCORDANCE WITH THE CURRENT A.$.T.M. DESIGNATION: A123,
AFTER GALVANIZING ALL ELEJ.ENTS SHALL SE FREE OF FINS, ABRASICWS, ROJGH OR SHARP
EDGES AND OTl!ER SURF ACE 0£FE CTS,
SEE SHEET H OF H FOR DECK PLATE DETAILS,
-
OflAWN: CDP-HIil ~Ar.SF'" SNOICJillSH JCT, TO Bl.ACK RIVER
BRIDGE NUt.13ER 2,J6 -~ ~~ --
;.,
HANSON
WILSON
DET Al L 'B' CHECK: AAN-HWI ,,.,.,-,,.,WAr-
-'--------'-----< BRIDGE ENCINEERINC KANSAS CITY. KS OVER CEDAR RIVER NEAR RENTON, lo\
DATE: 112107
AUTH: 7355707 ~PPRIJVE[}: KI-/.~ HANDRAIL PANEL DETAILS
'itlUO"OhtH
Ll~E SEC: ~OS ASSl. 01.~ECiGR STRUC~URES DESIGN [ PL~N NO: oics-2. '.6 1 '. S~HT: 13 or ,~
ii .,
ij
~:i
•
8
i
!
i
~ •
1
I • f
T
,,,
Dm
:...1 r-
>1
~ •,. ~ I
~bj tobh 8.
bm \ •1 :...1 -' ~L~T ,,.
~bjtol:lh ~ bl<
,,.
•
~~\/ . ' L"" bj j~
6' -51,i-not IID"il
~
. 1--I -,,-;-,,.-. -'--'-'r,---=" ~=· "~'-"-----· ~ l
?~f€--·-·--------~ I '~j=------------.
brD. j
DECK PLATE SDP2,36-1 <2 REQUJREDI DECK PLATE SDPZ.36-2 <2 REOUIREDI
1-t 1,t x 12•x 7'-91•t<Bentl.-t:l'I
6-Bors 2· i,: ''-:ix O'-s·-bi
1-ecr a• x J?. x o'-11·-bk ,-e(lf r x 1,z-:11: 1·-2·-bm
reli;itit " 197 lbs.
1-( 1•-l X 12• X 7'-911fl8entJ-bh
6-Ba-s 2· x ;"( x o'-8 .. -bi
1-Ba-3• X 11~2 l( l'-2"-bm
lel~t • 188 lbs .•
ASTM AJ& Steel, Galvanize oft8f' fctiricotim in occoroonce
witf1 the ci.rrent ASTM Desi()'lCltio, A123.
ASTM A36 Steel. GOIVO'lize ofter fcbricatia, in occo-do"lce
with the cu-nnt A.STM Oesiip:Jtion A.123,
f of bMt
Pile Plate in bott011~B100 aid pile
of precost cop ) ~ ~'\ ' 45'
~cj . -"' -~;:-
Typ. CB100
SECTION C-C
PILE-TO-PC108 DETAILS
Hter preco5t cop is set in prcoer locotio, and epoxy rrortor between
pile ond cop hos hardened, place ond weld 4-CB100's per pile os shO'llll-
RED. ND.: I REQUEST ID.: LINE SEC,: <05 p<1ILE POST: 2.36 DELIV, OAT[:
SH IP TO BNSF RY, clo: SEND SHIPPING PAPERS TO:
SIGNATURE: JOSE MARES TITLE: MGR. STRUCTURES DESIGN
BILL OF MATERIAL -
LINE OUAN, UNIT DESCRIPTION MARK
I .
2 .
l
LIST OF STRUCTURAL
' 5 I EA. DECK GIRDER SPAN IJTH DIAPHRAGMS, DECK
SUPPCJll BRACKETS ANO BEARING PLATES
' 1 LOT _DAU.AST Pl.AT£. SECTl!JtS, CLOSURE PLAJES,
UFTING LUGS, FILL PLATES, ANO 11.S. Bil.TS
REO'O. FOR FJELD ER[CTICN
7 " "· WALK BRA.CK ET, GAL V. SWBZ, 36
8 16 "· ANCHOR BDL TS w/WASHERS & LOCK NUTS, CALV, SAB2-36-I
' 8 "· LAMINATED, STL. REJt.FCRCED ELASTOM£RIC
BEAR!NG p,n
II 168 Lin, ft, GRIP STRUT SAFETY GRATING PLANK 12 GAGE
EST'D, WT. OF ABOVE ITEMS Of STRUCTURAL STEEL = 473.ZOO Ll:ls-
HANSON
WILSON ·"'••«·····~""
ACCT: COST CLASS:
WORK REASON: COST CTR.:
LOC, NO,: TAX COO[:
AUTH: P.O. NO.:
DATE:
BR. 2,36
SIZE LENGTH RE'1ARKS
STEEL
l2B' -OM PER DETAILS ON PLAN NO. 0~05-2.36-08
THRU -12 MATERlAL PER A.S.T.W. A709.
GR. 50 DR ,AS NOTED, GA.t.V. AS NOTED
ON PLANS
PER OEHILS ON PLAN NO. Q.405-2.36-10
11,{Q!A. 2' -2· PER OETA1L;;, uN PlAN NO. °'105-236-12
1,(,1,T'L, PER A,S. T.M. A354, Cr, BC
z'i~6• x 15• Z' -OH PER DETAILS ON PLAN NO. 0405-2,36-12
60 DUROliETER ELASTO'-ER r x 1· PER DETAILS ON PLAN NO. Q.405-2,36-10
•
R£0, NO.: PR6670B-O I REQUEST ID.: LINE SEG.: 405 ~ILE POST: l,36 OELJYERY DATE: JULY 31. {001 -1
SHIP TD: BNSF R.1.IL'fAY CO.
SCOTT W'PERBERG
SUPERVISOR STRUCTURES
RENTON, W.I.SH I NG TON
SIGNATURE: JOSE NARES
SEND SHIPPING PAPERS TO:
SCOTT KI PPERBERG
SUPERVISOR STRUCTURES
605 PUYALLUP AVENUE
TACDIU, WA. '36~21
TITLE: MGR. STRUCTURES O(StGN'
BILL OF MATERIAL
LINE <>JAN. UHIT I DESCRIPTION w.R.K I SIZE
ACCT.: 1120 COST CLASS: 319
WORK REASON: 319 COST CTR.· 14932
LOC. NO.: 513030 TAX CODE: 51
AUTH,: 7355707 I p, 0, NO.:
DATE: JUNE 26, 2007
LENGTH REMARKS
SPAN j FURNISH INC STRUCTURAL STEEL 128' --0 PER PLAN 0405-2. 36-8 TKRU 1
2
•
10·
11
12
" ,.
15
16
17
18
19
20
21
" " ,.
25
26
21
28
19
" ,,
32
lJ ,.
35
l6
l7
" " 40
" " "
2~, 720
l2
ni
2
2
2
16
' 2
" 2
2
2
12
2<
48
" " '"
16
60' --0• LBS. j PIPE PILE 14 PIECES I.
ASTN" ASOO, GR.· B
EA-I PILE CONNECTION BAR CB100 I 6·x•,4 PER PLAN 0000-22902-2€,B
EA. · j PIS ClltC. SLAB 8EAlil w/ WALK & Pl!i PLATES PB24-IOW I 20• x T' --0 24' -10 PER PLAN 0000-22003:..0lf, 28
!A. J PAECA.ST CIK, 11NGIALL
IT. I PRECAST CCJNC. CAP-o\BUTt.lENT
EA. I WASHER, GALVANIZED
U. -, DECK PLATE, GALV-ANJZEO
[A. I DECK PLAT£, GALVANIZED
[A. DECK PLATE, .GALVANIZED
[A. DEC PLAT[, GALVANIZED
EA. I BRACKET
"· "· "· "· "· "· EA.
IT,
u.
If."
"· "· "· "· "· "·
HANDRAIL PANEL. GALVANIZED
HANDRAIL PANEL. G£1.VANIZED
HANDRAIL PANEL, GALVANIZED
HANDRAIL PANEL. GALVANIZED
HANDRAIL PANEL, GALVANIZED
HANDRAIL PANEL, GALVANIZED
PL.ATE. CALViJffZED
BOLT, HEX HEAD, GALVANIZED
STANDARD WASHER roo 1,[i BCK.1'., CALV.
LOCK NUT FOO 1,f• BCI.T, GALY,
HICH STRENGTH BOLT w/ NU
HARDENED CARBON SlEEL CIRCULAR WASKER
BEARING PAO, lffiETHANE (70 DUROMETERI
BEARING PAO, URETHANE <70 DUROMHERI
BEARING PAO, URETHANE 00 DURCIUERI
PREliOLDEO JOINT FILLER, ASPH. lll'REG.
EA, I BRIDGE NQ. SIGN
EA, I DANGER SIGN, NO, 70
EA, j SIGN POST, NO. 1 BLACK
Pl102 f~,i""
Pc1oa I J'--0•.xs'-1•,2
'100 4 -x,,4
DPIOO . '
OP101 . ' SOPZ.36-1 IL x•,,-
S0P2,36-2 12 ... 'I
Rl:12. 36 "16x6x·•2
SHP2.J6-l 1 '1 OJA,
SHP2,36-2 1 '2 DIA.
SHP2.36-J 1 '2 OJA,
SHP2, 36-4 1 '2 DIA.
SHP2. 36-S 1 '2 DIA.
SHP2.36-6 l '2 DU,
P100 l'•ix'•4"
'! DIA,
'•i DIA,
,z" DIA.
14 DIA.
9oT,i:
~
~~-
er,;;'
vis
~l
16•x30•
7"0
18' -E,
7'-9~
7' -9''!
"F=!·~
r;:9'1
I'-<
26'-4'•i
~
11'-S'•!
17' -2''!
11 '-4'j
9' -6'•1.
2
Y'O
18' -6
6 -10
6' -10
PER PLAN 0000-2.2899--0JE
PER PLAN 0000-22899-02[
PER. PLAN 0000-22902-260
PER PLiHoooo=2~
P[R PLAN 0000-22902-26B
PER PLAN 0401-2,36-TI
PER PLAN 0405-2,36-14
PER ?I.AN 0~05·2,36-07
PER PL ~N--0405-2. 3G-13
PER PLAN O~OS-2.36-13
PER PLAN 0405-2.36-13
PER PLAN 040S-2,36~TI
PER PLAN 0405-2.36-13
PER PLAN 0405-2,36-13
PER PLA.N 0000-229oFz68
PER PLAN 0405-2,36-05
PER PLAN 0405-2.~6-05
PER PLAN 0405-2.36-05
PER PLAN 0405-2,3€.-05
PER PLAN 0405~2,36--05
PER PLAN 0405-2,3G-07
PER PLAN 0405-2,36-07
PER PLAN 0405-2,36-05
PER PLAN 0405-2.36-06
OE1AIL PLAN 3103.01,03
OElAJL PLAN 3070.01,0~
11-----:0-j c TRACK STD. PLAtfB001u
BNSF TO FURNISH BRIDGE JTE'45 SHOWN IN ABOVE Bill OF MATERIAl. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO PROVIDE: PILE CLOSURE Pl.ATE, PILE INSTALLATJCN, PARllAL
PIER DEMOLIT!CN, EXISTING TRUSS OEWX.lTION, TEMPORARY PROTECTIVE SHORING AS REQUIRED,
STEEL ERECTION, PONY BENTS AMJ ALL OTHER MATERIALS NOT LJS1EO IN THE ABOVE BILL Of MATERIAL
TO PRCPERLY ERECT THIS BfllOGE IN ACCORDANCE WITII Tl/ESE PLANS ANO BNSF STANDARD
CONSTRUCTION SPECIFICATIONS •
• JNCLUDES ALL MATERJAL ORDERED UNDER REQ. NO-
DES: AAN-HII ~Ar.SF'" DRAWN: COP-HW] -.. ~~ --
I EXPIRES t -r 2..-c:it
SNCWICIII SH JCT. TO BUCK RI VER
BRIDGE NUl,IJER 2.36
•
J
• CHECK: AAN-HWJ ,.,..,,.-_.,;;;-.,..,--
BRIOGE ENGINEERING lANSIS CITY, KS OYER CEOAA RIVER HEAR RENTON, r
DATE: 7/2/07
AUTH: 73~5107 APPROVED: K 1-./. ~
LINE SEC: 405 (SST. OJRE(TOR STRUCTU?.ES 0£SIGN
BILL Of MATERIAL & MISCELLANEOUS DETAILS
PLAN NO: O~DS-2,36-1( SH~ET: 14 JF 11
I
!
I
I
I
"'I
' J -,-:.··:\~~
:_ .. -: ·~ . T~~· .
... { .. . ~.
l -
"
t
!
1
ti" f'
f.,/,;/
PJ' ;/{'.J : . .r., .• ,,
il l
/,.1,_.~J,J. i'l'l'Y ,,9,~-.,. ... ,n , ... ,
" ':~ -.~·:re~
~i"'!',"' ...
' l ~~
?1 \
i,
'
'
~ .... . -~. ..
~···~\
~ ·~\j.
~ .
i
----,J ~-
__ ,,. __ ~-·-
-
-~
"'-~ '!!"-. ---... ~-
,,.
,.e,lf
@
~
)_
~,,_,.... __
.., ~ s ., sl
"' '
i..t pf .3,t.J-,!11':P"~
,} /
Ma:.,~ Mli 1'r a, /4
413 € ... ,J,J~,,_n:?J
I Pl,.,;" J..,, zr:..,J
~ \'• -.'l,
• ' i~
\:.. ..
'f' ~~~ Hali to~ 0.:..,,1,. ~
,I Ls t;.,.JJ .. / .. /~,;;J.ah 6*11/ '!t-
1pl.10..-J .. 1:t.J:;!},~J ... r ~~
11"!..h. ~ ~ ..... -a ,11.s,1.4.1_,.,,,9 ~ ,
Z Pf$-20,._J,,_51~4~ }
z-Pts.12 .. t ... ~-zJ.•"'
••
~
.,
• ~ ~ 't ~
,I ,.J 1j I~;!
"'
·-~
''i ,';:1 ~ ·~ i!
-~ ~ 'Z •I (II '.u.
'I!/ ' "'·
.!' ,.
I
I
~ 'i-~ --~ i1
' ,"i .. ' 1' 'l • " -~ I • ~ • • ~1 K, ~
-l10Li tl . :~ ~ ~
s~I.B8
n .. t7. ro~ 0,o,..1,.
Ip/. 11.J .. 1:b{,-
~ Lr 15 sy,.,,. ,,a_ i~S~ 4 Ls-oh
!~~
z
•
'
-~
"
...
I
zt.s. &.,..4,./,~1J;oe,
z pis. s"i: r-tl;,w~
I pf I.J .. i .. !~31-,Pj02 B«>lf. Zbo/fsJ,.:z..;
lp/.1z,,J ... 1~1-ph
_, " CG.ropq -~
11111 ~: r ~
~ -· -~
~, . i I ::I • ..;;
'<wil
-\1
~
'" .:t 0 ~ 'ti· N 1i I ,;
, I . " Ct I ~ ~ 1IJ i: j : 1
~ ·~
.M".,,:., Moll;;.. tlrL2
~ Ls f;,,.3J~ f ,,_ 2t;~I"
Ill:
ti
l:
I
BENUlfr. •orn,
' lf/ff.Tl:8~bia1<
Ol'H ffOIM:l#a..
~~
t! Bo#-, Cli-d
D--q,~c/ 1/HOPPl./lm bef-i•-!ffll,o .. fffl-
M-,..t,l,W'-dud,...llf/lldli,,.MW 1.,t.,
-01~ ·~ (!,Lr
;;. ~ u,,L,,,_
./7 Loc.Ba..s s;,J,r1!2i-yc1
Ip/. 12 .. J" /!~ "_PWt
i:: ...L. '
R,..;.:,1.
u,t.1"'
t.,f~ ... •IHIIWli'II' liuj,ut """"'""'"'' .ti,.,
,·,.,.,t11111!<> .. f'_itJl'_t~,eft .. -AffGIMlf
""*"'" ld•llffJf--rf//l*te..._.,,---'.,,
ff.111/N; A// J,ok.s retm1t:d e,rc~;,.,
/ocf-,9, l,•pl.s, C /,i,,,{.ro/ p,4.
R.o-.d h""'5 sub f"',n:hed ~ ~
Truss•S I., /,e os.s~!,/,,J oonrp/,,/.,
In s1'op 1; liafd W•s ,,.,,,-.a'.
f/oks 'h:,,. flc,ul" lHam connrc/.(>'1s
lo _.6e ,---,.,ef //,,,." o s~I f~ .... pkl
4 L,
I p/.12 .. J.t!,;;-pu i-'-~~ 1/sb
~: ..
' ' j ;: t~~i
I :
'l!j . ~I ti ~I
1~1', 1.~ ;,
~11__ ~
..:s· II ·~1 s'; ' ~ I .1~
' I I !
. ! 1)
r
lJ!
~
·~1
~ ift;i i1 ~!
. I
,~'
~
~I
~
Ma/'n Moll. l'c,.,-lhh
4b Gdj.,/~" 27:,tJj
I pl. 1.1{., f. 27:4.J
NORTHERN PACIFIC Ry. Cc.
CEDAR RIViaR BRiDGE
BRIDGE No,'tf,,
SEATTLE o,v;s ~/,I S<.Al Ti..E BELT I.IN&:
IJFT,' \" '1 Hvss MernbfT~ a; A.sh
Go.rf"'J
G~,,,y r;,,~
,(J.f?, 1'·16·"'
C.E P. 2'-27-ff
CtJ.$"4 2
. -ta-4-~
"• ,~, • ,~
0 111
~ 1,• irf , ,~ ~ " " ' I .[ ,, " ',,, I I
-,,I ~
~
-~ 1 ~
I ~ I .,
/ -i i :.I -i ~ ,, ,.
'~ l ~ ~
' ~ ... "' ' ' l
J-
I
' 1,
I "
-' -, .'
9i -,·
'
J.
'. ~
-, r
' ,
f fS
s '>
"
t I ·-,,
l -· ··I "' t l 1(l ~ t \ • -;::
-!-'" ~ ~-
·~ i ;';
~ ~ " ~~ 1 ~ ~ ' i "l
. '
j
t
}i I{! I ' ... ~ '"l ~ l .n j
l ...
' j " . ' ::,:
~ ..... '{ ~ ·:' ti,{:~ ~:t " '1 'to.. ..... ';...~ ;,..
!
~ti!' ...... " + -""ll ~~ " • . .,,,~, • ... 1..,, IIJI l',FI/Jl',1 -W,~ ,l
' -~1., 4.f ,,,1 >"'I;! ~ • . '-...: 1 ., j~. _. •.•
I E9~ ,fj' :r<M;. ;J jt"7 I
Pk' .. -~ ,,,, ,, ,,
l
~ ~ . ·•
•
' ---·----------
-~jjJ _,, •» Jlll>W ,6~
,~,9 /0;9~ ~-
i
I t l::!:' ::i
~
i::.:::
'Pflf/· ,
·'
a
-r
1
~ "
)
'>I
"
)
'<ii Jl,f.,,JK /'fRTDf'MI..
LI ~b.:/jJ/qu.r-;J·
L2 2IT.Ji•.$/4zlJ!/;J
{3 ZL:r ..1/JlJ/llJ,,_ztr4T
5«.B-8
I
~-fe<.~ I_J.£-~. ~Ir,~~
I
_ __p_'o "..., "..... "--<'.'* z I I
' "' ~ _., 1-----i
~r!.
,-}!
., AA,,,,, ,¥,,.._,...~
//t) 2~ J'/.x.!f~JA/3·,,
LIi RL1 Jlll1/1tJAls19J
LIJ? l't.~ .!JAsi,(lx?t/!6J
I!,,
t-,
" ,,
:,
l-,
' "' 1t"'i '
RCQU/REtJ
1! I L<>w•r Lt:tk,-.h j LI
1 I !1~ ,
]f
g_
g_ , , z
" g
l8
"' u,
JL/1
t.J!_
NORTHERN PACIFIC Ry. Co.
••tlf"4.llll'rtl(•
:wrm.i"1m
CEDAR RIVER BRIDGE
BRIDGE No,lff,
SE'-TTLE 01YIS!01'1 SEAiT\.E BE.LT LIN£
/111£6 ltflU.!:!l··-/'/fTI, 1,, Lowt1r L'1ler,9h
,I/KN' f'll!llr: ~·"1f-l•<>MIIJ/;fto lw!flll<•o ..
~-vo:oz.,-,-:111rw~o,4,..,. ..... ,......,,"'.-
6;f= ,iu.:,i,og. lr,r/dca 111ar1:ru/Ok a/rtr
,,_•.,11f•l,r•·""'t,ur:HU-fi•u•• Ac/fllMt
qfw,:,:S !oN°§JNU•-ff{,,.,IN/Wi-wl#I
lf,MUJIR:~
6ary i'l'.!J
6qry
.Fk>11,-~r,s_
R.~ iV.l!-/4
C·'"'" ;r.z',.,:,it
C8§63 S
'),94-3~
'--,--f/ ·"
--..... -
l
' ' "i
' ' '• s / ' " " ~ • !
~('A/ ',., / r ,j
\\
' ' \
V I ,,
ll-';i
?
:i ; .,-
~
J
I ·--1-···--
I J
j ?
r,. ...... ,,
.,a,;,,,,..,
.D·.•
,1.-,_..,,, ...... ,~
•• "I,. .. ,.,,, ~-........... ,,
~
~ ~
I
' I J ::'
' -~ ~
!t -In )r ,, t
\
','
' • 'i
' "
]
: l '
' • I • ~
' • l i ' ' l ' • •
~ • . • ' " ' I < ~ "'
!
l
{~
' ' } ' ·i i ~
j
' :,
i ~ ,, ,
~ ..
I ,.
I
I ;:_.I
ir·"
-~ ' ·~
'
II\.
--'
·? r.:,.7,s;.,7 &:i,\\/.'l ___
' i
--i ,,
~~i
/
_,
.,,,_.,,.~! .. .1!"1'
·---~-
,,;,,"";;;,·7rl
". 7~
t • ' ~
I ' ;· ~ • ~
-------------
.... .. ... .. :::~ .:::. .~ ...... .... ""' . '
~ ' 2.~ ......... "''"'" .... "'"'"'"' ...... ...... ~~~
• l \ "I • ~ ~-~ ' ~
! :t ...... .. ' ! ::~~ • ~ ~ ~ '
r----------------
tr--------------------------------------------, 111~~ ; ~!o,·· ~-
' ' '
"
·----·--· "
\
I 1t
.e:! ~
~t .. ~i ""
l
-. _______________ _
' ~ \
~ !
" t ·" ~ l ... ~
I~
I
.P
.-,.;r,,.;:>:,',\'.:.:'1;;<1
., '' 0 ,,
10 9i
0 ,. :o ,,
f • ~---
t • I • I
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
?
~~
~
~
}
s,,,::,.i:/
0-·0-0 -0-0--o,-8
,>-0-0
0 0 0 0-·
t
!I ! ~Jt ·~ !o
~
--------~ --------. ~ ------
;,
1§
i ~ '
,,.
··--·-···~-
l·· ,•
\! ·l .
-"
1
J( iif' ~i~ t ~-i ~1~:ifi
'l1\ 'ti ' ',-·~t 1 t.~ i"f
......... 1l ti' ~~1:· .. \:.· ..... \
• ~, . · ~,. n11~,. 11
,i;.; fl!' ~,~ .,,. ~.!-h ·•
, • ·,, • • ,1,1,1, .~ •l••i•'i'i"•1•I*
I
~
.... L
.. -..:.....-i
CITY OF RENTON
PLANNING/ BUILDING/ PUBLIC WORKS
MEMORANDUM
Date: January 2, 2008
To: City Clerk's Office
From: Stacy Tucker
Subject: Land Use File Closeout
Please complete the following information to facilitate project closeout and indexing by the City
Clerk's Office.
Project Name:
LUA (file) Number:
Cross-References:
AKA's:
Project Manager:
Acceptance Date:
Applicant:
Owner:
Contact:
PID Number:
ERC Decision Date:
ERC Appeal Date:
Administrative Approval:
Appeal Period Ends:
Public Hearing Date:
Date Appealed to HEX:
By Whom:
HEX Decision:
Date Appealed to Council:
By Whom:
Council Decision:
Mylar Recording Number:
BNSF Bridge Replacement
LUA-07-082, SME
BNSF Railway Co.
BNSF Railway Co.
BNSF Railway Co. -Dan MacDonald
August 3, 2007
Date:
Date:
Project Description: The applicant seeks a Shoreline Permit Exemption to replace the decking
and support/super structure of an existing railroad bridge over the Cedar River. The track
configuration of the bridge will be the same (i.e. single track) and there will be no change to the
abutment of pier structures. The existing bridge is a 128ft through truss steel bridge. The new
bridge will be a 128ft steel deck plate with a girder bridge with 25ft concrete approach spans at
each end on augured-pile abutments. No materials will enter the river and no work will occur in the
water. Work areas will be hung with construction tarp materials intended to catch spill over of
construction materials.
Location:
Comments:
BNSF Railway Bridge 2.36 located roughly southwest of the
Renton Community Center
EXEM1l1'I0N FROM SHOREJitlilNE;~cAGE])fENT ACT .
-SUBST_•_~'I'IALDEVELOPMEN'I'PERNIJ';,FREQUIREMEN'I'
,,,. , ' ,,, ',""'' ,,,.0"' '.C""'"" '
August 2, 2007
EXEMPTION FILE NUMBER: LUA07-082 SME
APPLICANT:
OWNER:
Dan MacDonald, for
BNSF Railway Co.
2454 Occidental Ave. S. Ste#l-A
Seattle, WA 98134-1451
BNSF Railway Co.
PROJECT NAME: BNSF Railway Co. Bridge Number 2.63 Decking and
Sub/Superstructure Replacement Project
PROPOSAL: The applicant seeks a Shoreline Permit Exemption to replace the decking
and support/super structure of an existing railroad bridge over the Cedar River. The track
configuration of the bridge will be the same (i.e. single track) and there will be no change
to the abutment or pier structures. The existing bridge is a 128ft through truss steel
bridge. The new bridge will be a 128ft steel deck plate with a girder bridge with 25ft
concrete approach spans at each end on augured-pile abutments. No materials will enter
the river and no work will occur in the water. Work areas will be hung with construction
tarp materials intended to catch spill over of construction materials.
PROJECT LOCATION: BNSF Railway Bridge 2.36 located roughly southwest of the
Renton Community Center
LEGAL DESCRIPTION: NA
SEC-TWN-R: l 7-23N-5E
WATER BODY/WETLAND: Cedar River
CORPS PUBLIC NOTICE NUMBER: NA
DATES OF PROPOSED WORK: August 2007 through December 2007
CONDITIONS OF APPROVAL: None
An exemption from a Shoreline Management Substantial Development Permit is hereby
granted on the proposed project described on the attached form for the following
reason(s):
Normal maintenance or repair of existing structures or developments,
including damage by accident, fire or elements.
The proposed development is consistent or inconsistent with:
CONSISTENT INCONSISTENT
Policies of the Shoreline Management
Act.
The Master Program.
) , . , I
l ,.·: [i) ·-rt-;'\ I f' L-< (/ {1.,(,,(,. I
Neil Watts, Director
Development Services Division
!liur 2 l 2cc·7
Date
To appeal this determination, a written appeal--accompanied by the required $75.00
filing fee--must be filed with the City's Hearing Examiner (1055 South Grady Way,
Renton, WA 98057, 425-430-6515) no more than 14 days from the date of this decision.
Your submittal should explain the basis for the appeal. Section 4-8-110 of the Renton
Municipal code provides further information on the appeal process.
Transmittal
06/ELOPM!:-N i SERVICES
CITY OF RENTON
'U' • 9 ')']n, .J L. 1 ,J,"
........
-----/7 .!!!!!! !! I!!!~ '--·-------·----j~······
RECclVEOinterMountain Resources
101 North Fourth Avenue, Suite 203 / P.O. Box 1724 / Sandpoint, ID 83864
208-263-9391 Tel 208-263-7013 Fax info@intermountainresources,com
Attention: /ue_,,' WcJ±s Date: ') ; l 'i i !Y) Job Name:
j To:
I 11
' I Regarding <S, z PA-
We are sending you:
LJ Original of letter
LJ Copy of letter
LJ Drawings
LJ Prints
LJ Plans
'.~ese are transmitted as checked below:
L_J Task order
W Change order
LJ:£J Other
LJY_ For your use L___J For approval
L_J As requested L___J For review/comment
Remarks:
--------;,..--' ------------
Please notify us at once with any concerns or comments,
per this transmittal.
L___J Please Return
L___J Other
HANS0N-WIL:.,v8 INC.
Engineers -Consultants
1621 l 14'h Avenue SE, Suite 200
Bellevue, Washington 98004
Tel (425) 635-0800
Fax (425) 635-0900
TO: Derek Akesson
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WA 98057
WE ARE SENDING YOU: X Attached ---
Shop drawings ---x Prints ---
___ Copy of Letter Change order ---
COPIES DATE NO.
._,...,TTER OF TRANSMITTAL
DATE: 27 July 2007 JOB NO. 06RR064 --------
ATTN: DEREK AKES SON
RE:
___ Under separate cover via -----the following items:
Reproducibles Sketches Specifications ----------
Calculations Other ------
DESCRIPTION
1 7/2/07 Conformed Plans for Cedar River Brid2e
THESE ARE TRANSMITTED as checked below:
For approval ---No exceptions taken ---Rejected -see remarks ---
For your use ---Make corrections noted ---Submit ---copies for distribution ---
_xc..c..__As requested Revise and resubmit ---Return ---corrected prints ---
For review and comment ---
FORBID DUE 20 RETURNED PRINTS AFTER LOAN TO US ----------
REMARKS:
Edward Allard BNSF
COPY TO: File: 06RR064 -Correspondence SIGNED:
If enclosures are not as noted, please notify us at once.
HANSON-WIL0"'~ INC.
Engineers -Consultants
1621 114'" Avenue SE, Suite 200
Bellevue, Washington 98004
Tel (425) 635-0800
Fax ( 425) 635-0900
TO: Derek Akesson
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WA 98057
WE ARE SENDING YOU: X Attached ---
Shop drawings ---x Prints ....c..c __
Copy of Letter Change order ------
COPIES DATE NO.
..... ~ TTER OF TRANSMITTAL
DATE:
ATTN:
RE:
26 July 2007 JOB NO.
DEREK AKESSON
___ Under separate cover via -----
06RR094
the following items:
___ Reproducibles
Calculations
---Sketches ----Specifications
Other ------
DESCRIPTION
1 7/12/07 Conformed Plans for Renton Brid11:es
THESE ARE TRANSMITTED as checked below:
For approval ---No exceptions taken ---Rejected -see remarks ---
For your use Make corrections noted Submit copies for distribution ------------
x As requested ---Revise and resubmit ---Return ---corrected prints ---
For review and comment ---
FOR BID DUE ---20 ----___ RETURNED PRINTS AFTER LOAN TO US
REMARKS:
Edward Allard BNSF
COPY TO: File: 06RR094 -Correspondence SIGNED:
If enclosures are not as noted, please notify us at once.
UPDATED
ENVIRONMENTAL CHECKLIST
lnterMountain Resources, BNSF Environmental Consultant
Attn: Pierre Bordenave
101 North Fourth Avenue, Suite 203 / P.O. Box 1724
Sandpoint, ID 83864
208-263-9391 T / 208-263-7013 F / info@intermountainresources.com
PURPOSE OF CHECKLIST:
The State Environmental Policy Act (SEPA), Chapter 43.21 C RCW, requires all governmental agencies to
consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement
(EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the
environment. The purpose of this checklist is to provide information to help you and the agency identify impacts
from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency
decide whether an EIS is required.
INSTRUCTIONS FOR APPLICANTS:
This environmental checklist asks you to describe some basic information about your proposal. Governmental
agencies use this checklist to determine whether the environmental impacts of your proposal are significant,
requiring preparation of an EIS. Answer the questions briefiy, with the most precise information known, or give
the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you
should be able to answer the questions from your own observations or project plans without the need to hire
experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not
know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations.
Answer these questions if you can. If you have problems, the governmental agencies can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on
different parcels of land. Attach any additional information that will help describe your proposal or its
environmental effects. The agency to which you submit this checklist may ask you to explain your answers or
provide additional information reasonably related to determining if there may be significant adverse impact.
USE OF CHECKLIST FOR NONPROJECT PROPOSALS:
Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN
ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D).
For nonproject actions (actions involving decisions on policies, plans and programs), the references in the
checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and
"affected geographic area," respectively.
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page I of 13
A. BACKGROUND
1. Name of proposed project, if applicable:
BNSF Railway Co. (BNSF) Bridge Number 2.36 Railroad Bridge Decking and Sub/Superstructure
Replacement Project
2. Name of applicant:
BNSF
3. Address and phone number of applicant and contact person:
Dan MacDonald, Manager Engineering
BNSF Railway Co.
2454 Occidental Avenue South, Suite 1-A
Seattle, WA 98134-1451
206-625-6150 Tel 206-625-6115 Fax danniel.macdonald@bnsf.com
4. Date checklist prepared:
June 2007
5. Agency requesting checklist:
City of Renton Planning/Building/Public Works Department
Development Services Division
Development and Planning Section
6. Proposed timing or schedule (including phasing, if applicable):
August 2007 through December 2007.
7. Do you have any plans for future additions, expansion, or further activity related to or connected with this
proposal? If yes, explain.
In conjunction with this project the City of Renton's Hardie Avenue SW, Rainier Avenue SW, and
Shattuck Avenue S rail-only bridges (railroad crossing structures over the respective roadways) will be
replaced. The City of Renton projects would include landscaping, roadway improvements, update
signage, reconfiguration, etc. (SEPA Checklists submitted in May of 2007)
8. List any environmental information you know about that has been prepared, or will be prepared, directly
related to this proposal.
The following listing of environmental information was included in the City of Renton's SEPA Checklists for
the three roadway projects:
1. Preliminary Cultural Resource Assessment for the Rainier/Hardie Avenue Project: Rainier Avenue and
Shattuck Avenue Railroad Bridge Replacement, Western Shores Heritage Service, Inc (April 26, 2007)
2. Phase I Environmental Site Assessment BNSF Railway Company (BNSF) Railroad Bridge Replacement,
Shannon & Wilson, INC (November 16, 2006)
3. Preliminary Results of Pile Analyses, BNSF Shattuck Avenue Bridge Design, Renton, WA, Jacobs
Associates (May 14, 2007)
4. Geotechnical Engineering Report, City of Renton-Rainier Avenue Improvement Project BNSF Railroad
Bridge, Renton, Washington, Milbor-Pita & Associates, Inc (September 2005)
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page 2 of 13
1. Name of proposed project, if applicable:
BNSF Railway Co. (BNSF) Bridge Number 2.36 Railroad Bridge Deck Replacement
2. Name of applicant:
BNSF
3. Address and phone number of applicant and contact person:
Dan MacDonald, Manager Engineering
BNSF Railway Co.
2454 Occidental Avenue South, Suite 1-A
Seattle, WA 98134-1451
206-625-6150 Tel 206-625-6115 Fax danniel.macdonald@bnsf.com
4. Date checklist prepared:
June 2007
5. Agency requesting checklist:
City of Renton Planning/Building/Public Works Department
Development Services Division
Development and Planning Section
6. Proposed timing or schedule (including phasing, if applicable):
August 2007 through December 2007.
7. Do you have any plans for future additions, expansion, or further activity related to or connected with this
proposal? If yes, explain.
In conjunction with this project the City of Renton's Hardie Avenue SW, Rainier Avenue SW, and
Shattuck Avenue S rail-only bridges (railroad crossing structures over the respective roadways) will be
replaced. The City of Renton projects would include landscaping, roadway improvements, update
signage, reconfiguration, etc. (SEPA Checklists submitted in May of 2007)
8. List any environmental information you know about that has been prepared, or will be prepared, directly
related to this proposal.
The following listing of environmental information was included in the City of Renton's SEPA Checklists for
the three roadway projects:
1. Preliminary Cultural Resource Assessment for the Rainier/Hardie Avenue Project: Rainier Avenue and
Shattuck Avenue Railroad Bridge Replacement. Western Shores Heritage Service, Inc (April 26, 2007)
2. Phase I Environmental Site Assessment BNSF Railway Company /BNSFl Railroad Bridge Replacement,
Shannon & Wilson, INC (November 16, 2006)
3. Preliminary Results of Pile Analyses, BNSF Shattuck Avenue Bridge Design, Renton, WA, Jacobs
Associates (May 14, 2007)
4. Geotechnical Engineering Report, City of Renton-Rainier Avenue Improvement Project BNSF Railroad
Bridge, Renton, Washington, Milbor-Pita & Associates, Inc (September 2005)
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page 2 ofl3
9. Do you know whether applications are pending for governmental approvals of other proposals directly
affecting the property covered by your proposal? If yes, explain.
No applications are pending for either government approvals or other proposals which would directly
affect the property covered by this proposal.
10. List any governmental approvals or permits that will be needed for your proposal, if known.
Not applicable; No in-water work is proposed with this bridge decking and superstructure replacement
project, no changes to the location of the existing bridge support structures, piers, or abutments. A
courtesy notification of the proposed work will be prepared for the Department of Army, Corps of
Engineers, Seattle Regulatory District; the U.S. Coast Guard -Thirteenth District; and the Washington
Department of Fish and Wildlife -Habitat Division.
11. Give brief, complete description of your proposal, including the proposed uses and the size of the project
and site.
The proposed project is replacement of the decking and support I super structure of an existing railroad
bridge over the Cedar River. This railroad bridge typically carries freight for various commercial,
interstate commerce entities on the 'East Side" industrial corridor, with the primary transport customer
being Boeing. The project would update and upgrade an aging structure that is seeing an increased use
and is needed to ensure the safe transport of rail freight and to protect the Cedar River below from
possible impacts related to a failing bridge. The track configuration of the bridge will be the same (i.e.
single track) and there will be no change to the abutment or pier structures. The existing bridge is a
128-ft through-truss steel bridge (pier to pier distance). The new bridge will be a 128-ft steel deck plate
girder bridge with 25-ft concrete approach spans at each end on augered-pile abutments. The existing
piers will be saw-cut to remove the top 27" of each pier. The decking of the main span will be steel with
ballast on top. (See attached bridge plan and profile}. This type of structure will include a drainage
trough directing rain water flow off of the bridge structure to infiltration swale areas on the outside areas
of the bridge.
12. Location of the proposal. Give sufficient information for a person to understand the precise location of
your proposed project, including a street address, if any, and section, township, and range if known. If a
proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a
legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should
submit any plans required by the agency, you are not required to duplicate maps or detailed plans
submitted with any permit applications related to this checklist.
The proposed project is located within the limits of the City of Renton and is located on the portion of
BNSF railroad which crosses over the Cedar River. The legal description of the project location is: in a
portion of Section 17, Township 23 North, Range 5 East, Willamette Meridian, King County.
Approximate Lat I Long: N 47°28'51.5"; W 122°12' 1.3" (see attached vicinity map).
B. ENVIRONMENTAL ELEMENTS
1. EARTH
a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous, other:
Typical railroad grade
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page 3 of 13
b. What is the steepest slope on the site (approximate percent slope?)
The natural terrain within the project footprint is flat; however, the railroad embankment
averages about a 40% slope.
c. What general types of soils are found on the site (for example, clay, sand, gravel, peat. muck)?
If you know the classification of agricultural soils, specify them and note any prime farmland.
Soils generally consist of imported fill and alluvium deposits of sands, gravels and railroad
ballast material.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,
describe.
Yes, this area is a designated seismic hazard zone.
e. Describe the purpose, type, and approximate quantities of any filling or grading proposed.
Indicate source of fill.
Minimal addition of clean ballast.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
Erosion from the site is not anticipated. The embankments will be topped with open grade
crushed rock and side slopes and all disturbed areas will be reseeded with low maintenance
native vegetation and/or grasses. In addition, the contractor will be required to develop an
erosion control plan consistent with BNSF policy and protocol standards for erosion control and
pollution prevention.
g. About what percent of the site will be covered with impervious surfaces after project construction
(for example, asphalt or buildings)?
Less the 5% of the site will be covered with impervious surface.
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
2. AIR
An Erosion Control Plan, Storm Water Pollution Prevention Plan and Best Management
Practices will be utilized to reduce and control erosion and other impacts to the earth.
a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors,
industrial wood smoke) during construction and when the project is completed? If any, generally
describe and give approximate quantities if known.
During construction activities there may be short-term increases in air emissions associated with
construction equipment.
As this project will not increase rail traffic utilizing the rail-only bridges, there will be no long-term
increase in rail emissions.
b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally
describe.
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page4of13
No.
c. Proposed measures to reduce or control emissions or other impacts to air, if any:
The contractor will employ Best Management Practices for the control of both fugitive dust and
emissions; these will be undertaken during construction in accordance with Puget Sound Clean
Air Agency (PSCAA) guidance. The control of fugitive dust will use applicable measure as
outlined under PSCAA Regulation I, Section 9.15, Fugitive Dust Control Measures which
include:
3. WATER
1. The use of control equipment, enclosures, and water suppression techniques,
as practical, and curtailment during high winds;
2. Surfacing roadways and parking area with asphalt, concrete, or gravel;
3. Treating temporary, low-traffic areas (e.g., construction sites) with water or
chemical stabilizers, reducing vehicle speeds, constructing pavement or rip rap
exit aprons, and cleaning vehicle undercarriages before they exit to prevent the
track-out of mud or dirt onto paved public roadways; or
4. Covering or wetting truck loads or allowing adequate freeboard to prevent the
escape of dust-bearing materials.
a. Surface Water:
1) Is there any surface water body on or in the immediate vicinity of the site (including year-round
and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide
names. If appropriate, state what stream or river ii flows into.
Cedar River
2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters?
If yes, please describe and attach available plans.
Yes, the purpose of the project is to replace the decking on the existing BNSF Bridge 2.36, over
the Cedar River. Work areas will be hung with construction tarp materials intended to catch
potential spill over of construction materials. This Best Management Practice (BMP) will
generally follow the BMP "Diaper Netting" described on page 52 of WSDOT's Regional Road
Maintenance and Endangered Species Act guidelines:
http·lfwww wsdot.wa.qovlmajntenancelpdf/Gujdelines/Part2 pdf
The project will generate construction debris (from the existing structure) that contains both lead
paint and creosote treated wood. The material will be disposed of in accordance with federal
laws and none will be discharged into ground water.
3) Estimate the amount of fill and dredge material that would be placed in or removed from surface
water or wetlands and indicate the area of the site that would be affected. Indicate the source of
fill material.
None.
4) Will the proposal require surface water withdrawals or diversions? Give general description,
purpose, and approximate quantities if known.
No.
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page 5 of 13
5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan.
No.
6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe
the type of waste and anticipated volume of discharge.
No.
b. Ground Water:
1) Will ground water be withdrawn, or will water be discharged to ground water? Give general
description, purpose, and approximate quantities if known.
No.
2) Describe waste material that will be discharged into the ground from septic tanks or other
sources, if any (for example: Domestic sewage; industrial, containing the following chemicals ... ;
agricultural; etc.). Describe the general size of the system, the number of such systems, the
number of houses to be served (if applicable), or the number of animals or humans the
system(s) are expected to serve.
The project will generate construction debris (from the existing structure) that contains both lead
paint and creosote treated wood. The material will be disposed of in accordance with federal
laws and none will be discharged into ground water.
c. Water Runoff (including storm water):
1) Describe the source of runoff (including storm water) and method of collection and disposal, if
any (include quantities, if known). Where will this water flow? Will this water flow into other
waters, If so, describe.
Runoff from the bridge will be drained to either end of the bridge and the constructed infiltration
swales out of the river channel. Infiltration will occur into open, clean, drain rock areas.
2) Could waste material enter ground or surface waters? If so, generally describe.
The project will generate construction debris (from the existing structure) that contains both lead
paint and creosote treated wood. The material will be disposed of in accordance with federal
laws and none will be discharged into ground water.
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any:
All fill areas will be constructed out of open graded rock ballast; therefore, runoff will be
infiltrated in swales.
4. PLANTS
a. Check or circle types of vegetation found on the site:
..i.. deciduous tree: alder, maple, aspen, other
__ evergreen tree: fir, cedar, pine, other
...K..shrubs
...K..grass
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page 6 of 13
__ pasture
__ crop or grain
__ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
__ water plants: water lily, eel grass, milfoil, other
__ other types of vegetation
b. What kind and amount of vegetation will be removed or altered?
None anticipated.
c. List threatened or endangered species known to be on or near the site.
Chinook salmon, coho salmon, steelhead, sockeye salmon, and bull trout are recognized as
using this section of the Cedar River for migration purposes only. No in-water work is proposed,
so no impacts to transient fish are expected. The overhead construction work will have no
different impacts on fish within the waterway as the existing operations of this section of railroad.
5. ANIMALS
a. Circle any birds and animals which have been obseNed on or near the site or are known to be
on or near the site:
Birds: hawk, heron, eagle, songbirds, other: seagulls
Mammals: deer, bear, elk, beaver, other
Fish: bass, salmon, trout, herring, shellfish, other
b. List any threatened or endangered species known to be on or near the site.
The listed fish species in B.4.c.
c. Is the site part of a migration route? If so, explain
Generally, The City of Renton is part of the Pacific Flyway for migratory birds. This section of
the Cedar River is also a migration route for fish species and upriver spawning I rearing.
d. Proposed measures to preseNe or enhance wildlife, if any:
None.
6. ENERGY AND NATURAL RESOURCES
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the
completed project's energy needs? Describe whether it will be used for heating, manufacturing,
etc.
None.
b. Would your project affect the potential use of solar energy by adjacent properties? If so,
generally describe.
No.
c. What kinds of energy conseNation features are included in the plans of this proposal? List other
proposed measures to reduce or control energy impacts. if any:
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page 7 of 13
None.
7. ENVIRONMENTAL HEALTH
a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire
and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so,
describe.
Possible environmental health hazards at the project site include creosote timbers associated
with the existing bridges and support structures, the potential presence of lead paint on the
bridge. In addition, some construction equipment will use fuels that inherently have a potential
to spill or ignite.
1) Describe special emergency services that might be required.
Special emergency services are not likely to be required given the low probability of a serious
incident involving any of the aforementioned environmental health hazards. However both the
City of Renton and BNSF operations crews maintain spill control materials. BNSF additionally
has a process in place to address emergency situations and will notify the appropriate
environmental agency immediately upon an emergency happening. BNSF and its contractor
maintain an emergency plan of contact information for accidents and injuries during project
work.
2) Proposed measures to reduce or control environmental health hazards, if any:
A Spill Prevention, Control and Countermeasure Plan and an Erosion Control Plan for
construction activities will be developed for this project and required to be included in the
contractor's Work Plan. The bridge has been tested for lead paint. All removal of contaminants
will be disposed of according to federal regulations. Potentially hazardous materials will be
contained and removed to an approved off-site handling facility. If exposure to workers is a
concern prior to off-site removal, the painted areas will be wrapped with protective, plastic
sheeting. The suspended tarp under the bridge work area (Diaper Netting BMP) will additionally
contain potentially hazardous materials until containment for removal can be done.
In addition, all contractors will be required to develop a site specific safety plan for their
employees that complies with all federal environmental rules and regulations during construction
and which minimizes or eliminates impacts associated with environmental health hazards.
b. Noise
1) What types of noise exist in the area which may affect your project (for example: traffic,
equipment, operation, other)?
None.
2) What types and levels of noise would be created by or associated with the project on a short-
term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what
hours noise would come from the site.
On a short-term b11sis noise generated from construction activities would occur during the hours
of 7am to 10pm in accordance with the City of Renton's noise ordinance.
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page 8 of 13
The highest level of noise generated during construction would result from sawing activities.
General construction activities will generate noise levels around 89 dba while sawing will
generate noise levels of 101 dba.
On a long-term basis noise would be consistent with the previous use for rail traffic but as rail
capacity would not increase noise levels will not exceed current levels.
3) Proposed measures to reduce or control noise impacts, if any:
Construction activities generating noise above background levels will be in compliance with the
noise ordinance established by the City of Renton and occur during the hours of 7am to 8pm.
8. LAND AND SHORELINE USE
a. What is the current use of the site and adjacent properties?
The site is currently used by the BNSF Railway Co. to provide rail freight transportation in the
Renton commercial / industrial business region. Adjacent properties include a variety of
commercial businesses.
b. Has the site been used for agriculture? If so, describe.
No.
c. Describe any structures on the site.
The site has one railroad bridge, which spans the Cedar River. The bridge is situated on a rail
line that was originally built by the Seattle and Walla Walla Railroad Transportation Company
(S&WW) with the tracks constructed by the Columbia Puget Sound (C&PS) Railroad Company.
The portion where the bridge is located was completed in 1877. The bridge is composed of
concrete, steel and wood.
d. Will any structures be demolished? If so, what?
The decking and superstructure will be replaced, the piers and abutments will not.
e. What is the current zoning classification of the site?
The site is currently zoned as commercial arterial (CA) west of Shattuck Avenue S and center
downtown (CD) east of Shattuck Avenue S (see attached zoning map).
f. What is the current comprehensive plan designation of the site?
The site is a designated employment area -valley (EAV) west of Rainier Avenue SW, a
commercial corridor (CC) between Rainier Avenue SW and Shattuck Avenue S, and urban
center -downtown (UCD) east of Shattuck Avenue S.
g. If applicable, what is the current shoreline master program designation of the site?
Not Applicable
h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify.
Environmental Checklist, BNSF -Cedar River Bridge Nwnber 2.36
June 21. 2007
Page 9 of 13
The entire site is in a seismic hazard area. The Cedar River is identified to be an important
salmon passage way for spawning/rearing purposes for certain threatened and endangered
Puget Sound species.
i. Approximately how many people would reside or work in the completed project?
None.
j. Approximately how many people would the completed project displace?
None.
k. Proposed measures to avoid or reduce displacement impacts, if any:
None.
I. Proposed measures to ensure the proposal are compatible with existing and projected land uses
and plans, if any:
The project has been developed in cooperation with the City of Renton. In addition, the project
is compatible with the City of Renton's Comprehensive Plan, Shoreline Master Program and the
current zoning classifications for the project area
9. HOUSING
a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-
income housing.
None.
b. Approximately how many units. if any, would be eliminated? Indicate whether high, middle. or
/ow-income housing.
None.
c. Proposed measures to reduce or control housing impacts, if any:
None.
10. AESTHETICS
a. What is the tallest height of any proposed structure(s}, not including antennas; what is the
principal exterior building material( s} proposed.
The new bridge will be 20 feet high, measured from bottom of lowest point on steel beam to top
of bridge sign mounted to walkway handrail.
b. What views in the immediate vicinity would be altered or obstructed?
No change in general perspective from the existing condition. However we expect aesthetic
improvements by the replacement of existing truss members (approx. 26' high) with steel beams
below the bridge. As a result of this different configuration, there will be less structural bulk to
look through or obstruct views.
Environmental Checklist, BNSF · Cedar River Bridge Number 2.36
June 21, 2007
Page 10 of 13
c. Proposed measures to reduce or control aesthetic impacts, if any:
See above, otherwise none proposed.
11. LIGHT AND GLARE
a. What type of light or glare will the proposal produce? What time of day would it mainly occur?
None.
b. Could light or glare from the finished project be a safety hazard or interfere with views?
No.
c. What existing off-site sources of light or glare may affect your proposal?
None.
d. Proposed measures to reduce or control light and glare impacts, if any:
None.
12. RECREATION
a. What designated and informal recreational opportunities are in the immediate vicinity?
Passive use, i.e. walking and biking.
b. Would the proposed project displace any existing recreational uses? If so, describe.
No.
c. Proposed measures to reduce or control impacts on recreation, including recreation
opportunities to be provided by the project or applicant, if any:
None.
13. HISTORIC AND CULTURAL PRESERVATION
a. Are there any places or objects listed on, or proposed for, national state, or local preservation
registers known to be on or next to the site? If so, generally describe.
The Renton Fire Station (45Kl209) is the nearest property nominated for listing on the NRHP.
As it is located 2000 feet northeast of the project site it will not be affected by the proposed
project.
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural
importance known to be on or next to the site.
The rail-only bridge to be replaced is contained within a previously recorded site, the Columbia
and Puget Sound Railroad (45Kl538). This site is a 16.6 mile-long segment of railroad between
Seattle and Cedar Grove. The tracks were constructed by the Columbia and Puget Sound
(C&PS) Railroad Company but the line was originally graded and built by the Seattle and Walla
Walla Railroad Transportation Company (S&WW). The portion of the site within the project area
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page 11 of 13
was completed in 1877. Several features of the railroad were recorded in 1996 including the
railroad trestle over Rainier Avenue SW which was described as largely undisturbed; with rails,
ties and original earthwork features intact. The railway has not been formally evaluated for
nomination.
The Renton Fire Station (45Kl209) is located about 1000 feet west of the project in downtown
Renton and is nominated for listing on the NRHP. It was designed in the art deco style by Ivan
M. Palma in 1939 and built by the Works Progress Administration.
c. Proposed measures to reduce or control impacts, if any:
All disturbances will be in existing BNSF railroad fill. No native ground will be excavated.
However, in the event that any historic or cultural resources are discovered, construction will be
halted in the discovery area, and the remaining area covered and secured against further
disturbance. Communication will then be established with county administrative and law
enforcement personnel, DAHP, and authorized tribal representatives.
14. TRANSPORTATION
a. Identify public streets and highways serving the site, and describe proposed access to the
existing street system. Show on site plans, if any.
• Houser Way S., no change in access
b. Is site currently served by public transit? If not, what is the approximate distance to the nearest
transit stop?
No, the site is not currently served by public transit.
c. How many parking spaces would the completed project have? How many would the project
eliminate?
None.
d. Will the proposal require any new roads or streets, or improvements to existing roads or streets,
not including driveways? If so, generally describe (indicate whether public or private?
No.
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,
generally describe.
The project will occur on the BNSF right-of-way and will utilize the existing BNSF operations
capabilities to transport a portion of construction materials for the new bridge decking /
superstructure improvement and for removing excess or waste materials. Staging areas for
the construction of both bridges will occur on the railroad right of way.
f. How many vehicular trips per day would be generated by the completed project? If known,
indicate when peak volumes would occur.
The project is not expected to generate new traffic.
g. Proposed measures to reduce or control transportation impacts, if any:
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page 12 of 13
None anticipated.
15. PUBLIC SERVICES
a. Would the project result in an increased need for public services (for example: fire protection,
police protection, health care, schools, other)? If so, generally describe.
No.
b. Proposed measures to reduce or control direct impacts on public services, if any.
None.
16. UTILITIES
a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service,
telephone, sanita,y sewer, septic system, other: stonn water system
b. Describe the utilities that are proposed for the project, the utility providing the service, and the
general construction activities on the site or in the immediate vicinity which might be needed.
Not applicable.
C. SIGNATURE
I, the undersigned, state that to the best of my knowledge the above information is true and complete. It
is understood that the lead agency may withdraw any declaration of non-significance that it might issue
in reliance upon this checklist should there b any willful misrepresentation or willful lack of full
disclosure on my part.
Proponent: I .>
Name Printed: ,>AN ...J, e I WIA c]),,,.,,,i l 1/>
Date: 0 I I,?., I -z O C, 7
I
Environmental Checklist, BNSF -Cedar River Bridge Number 2.36
June 21, 2007
Page 13 of 13