HomeMy WebLinkAbout74STR2564.1SCHEDULE OF
B.N.I. UNDERPASS
STREET
DRAWINGS
I. GENERAL PLAN
2. FOOTING LAYOUT
3. ABUTMENT DETAILS
4. PIER DETAILS
5. STRUCTURAL STEEL LAYOUT 8 DETAILS
6. MISCELLANEOUS DETAILS
7. SHOOFLY LAYOUT
8. SHOOFLY DETAILS
9. BAR LIST
10. B.N.I. STD. DWG. B 115-6545-1 PILE TRESTLE
11. B.N.I. STD. DWG. B 115-6545-2 WALKS a RAILING
STREET IMPROVEMENTS
12. PLAN
13. PROFILE
14 LEGEND a TYPICAL SECTION
CITY OF AUBURN
DEPARTMENT OF PUBLIC WORKS
AUBURN WASHINGTON
MPROVEMENT NO, 135 - UAB NO. 8-I-105(12)
REDFORD
CONSULTING
BEII VUE
I10`111&IS1IN1���1���1�I�N��i�I�1���1�1�f���1'I�1�l�ISIf
ENGINEERS
ENGINEERS
WASHINGTON
Iloilo$I1III 11f11'11111111$$$if11I111I$IIIII114111'I111III '�
CITY
M AYO R
OFFICIALS
STANLEY P KERS EY
COUNCILMEN
RAY SONNEMANN, MAYOR PRO-TEM, STREET COMMITTEES CHAIRMAN
DALE GAVEY STREET COMMITTEE
FRANK SHAUGHNESSY STREET COMMITTEE
HAYES HOLMAN
RICHARD FI€DLER
GORDON DARLING
JOHN LEA
DIRECTOR OF
PAT NEVINS,
PUBLIC
P. E .
WORKS
-- l6
J/f
BN/ Ste. 352034 15
fi/i4swikb Ma.7I0t33Z
- - -- be of J;cAe ¢ des
9• Aodhnent 0/
dow-N&
h�
ATo Ldca?w
�D
;-�;7=n"
p.2oao'%_
z
,t /m oHvn�ni b 4d, jr�OM lei 6,4 /.
/r%/JI W d5 Akrs�sary �vinip 1i'LICho� -/.
_ - 76 .
1v&diar/ Ilex 6&m
PLAN
.kale• % s/0'O'v
Flied Bats.
Pier
BA-/. lrcxri
d rr,&04
r r _,L
-L 3ji3:j"
Ait1Lr I I I I I I d� Ba�.
•0
pd
- ---- — 1
x3x
,, ' r410.0
wt4Xss rcA�an)
41
b S kAlow— Q 00/ Tracks `� 1 �•
353 76 d" 3� 9�` ~-?'9 '�0 ( cf fbiaas
i 1 1
I '
. I j A
I
,
I-- 7--f
— — — — — —*- TYPiCALSECTION T —
> I J �. # J SceAe - =/=0 "t -' -t _ J �- -r /2 / b �ks %hhf ,die// Ckued End J/&.
1� iAN.A L�A.�# la*� g Ales Caxrek f:W #6e,41 &ad
/Tsp) I
NJ
be\ I I
be o/YO
�Abutm_ t� 'Z
TO .kealtk _
\ . r
� EZZ
dER�aralird/XcR�fima/n/�,qd /s<i6T
� SeJbe�n�ba
'N"0
t6Lalrd//EM;5A;7y G-L. II
&&AW Abufinwl'/ - i�
A E/e y19Abo t_
ELEVATION
Scale : l'=/0� 0"
Ak>k *11gw*d 4# Tip Ekwfim is E/ L/ Gb t.
US.0 16,S
V0 0 - //
No. Dace I By CAW. AMr.
Revision
Approved by:
Pat NOVINS 9 P E.
Director of
Public Works
LOCATION MAP B.N.I. PROFILE
of ggeka►/
A/o kale.���
.RdYC f/Gir/I /'�� l�'f / • /
ffAl/ Irac*s As SurW red GA�g 71
�
key Track
M' 0" 14110' /4'-0 " 'e'sr - s.MOM AMo .lef M- f J*Ate 4A#1 ;lots
.� arm I�.�
a04951('Y Q#/)
Aller. MOW
SECTION A —A ELLI NGSON I
.leak: / = t0"0alb „ca
1hro
SST
NOTES
X56V .SR`L"RMT/OU-5 /971 Izve of A.Rf.A. as* czrr&l &nmive;is
l d N/ pse,Yces.
LA4OINS : caret Edo +/npad
A14TERM.5 � AMA114"IP : $W awArm ib l/te ,Simi of M0sbi1W&7
Standard Jpw,#& li*75 fx Rad 6 &x* Comfivehiari 1969 ed Aw crco
hit * ftnealion dr3kdsw* srllalY PeAO acradWkV uilh dM�o * 5
of A e A.RE.A. 40w&Ww5 1971 iAve.
MVC i AM& - US C s 6..5 Ab 0-l/, E/er. MW, &ass coo aO .S E canes
8.A// &xtv ow Jluck Rirr►- (fgrW A#/. Ekr 07M )
RRAM ''All .STEEL � A.STAI A&S Grade 40, I = 217,OX as:
CAVOVE Alfa 0i/aple;vi State A>� AV&rtmrnf C/atu B em/x
JTR0670RAI AM : AJTM
F!'L/Al6 A?70 j il� oeb Nosed ao.*e/p►Ae pl/es cnrvr* f//kd �*/w7 Flo
cochleve o�- GS road.
4N6,6'fp1 *1! 10J5130' tdnxao17797 a*zQ999614 s:n=Q0f77X
57A?io NS on &V/ �4ln fine A#W Of? inside)4ce ow//
on Souffi end o! ex ,s/,n9 i/nOti irrsNe bn a19C A/o.2,�
Sid 35/i BG•S
kE/A/fOM" 6P /AEA/TINW--AW : iilrrnr6rt'>poae�i,yb// be olwa►kd ecaa/dlry
Flo Ae ACl AWxAA/ ai &X9111ap Aladices.
dart are /1%~ lhul
)' Aff I f50/
Slructura/ ExcauafiM ,DSO C. y _ Rei/in cr 8rrq�e Oso i f) 3,d/0_ Lbs. L� Ak�iGW /fast hay algitJ )
Reif d Emdpl E�r�rewJid� -- -S 0�00 C Y #&*mt wl Or+ A6r/Jx_ IJ (40 - / 400 LAs. �- Lev Size
,)
� -- - 3�J C^ Y . - � Mf9krp�✓n�0 -- - - -+ Z70 � . Y
Ccixrrk in Freh'
_ .00alion l f = Foe✓iril�
; ,,,,,,�,, / / �i - - �� -- - - t — 19 A. Q//�/1G11
1W'i/� aim al► Ai�l/s 360 .50. Y
Concrele in AAvfinerils a AYia9 AWj 390 I C. Y Afew&-ay Mbkrpmft __ 3A0 L , fr A a MAD Ate/'
ReOfaralkl ,fle l � 62,OA0 165 ft4 r~ ,bf* Fi4'N� /#i 1 470 SQ fT 1 Per A& )
,Se%/ dM&K M/
3, 5W
ICY
8V /YeVffi WJ A W1 Git &0 a A*?
/57
1. fT
fcria►sli, frH 4 Li-rrw % t AJEes
J
EA.
800 ffff A4n adll W Abw M6 4 M %6
/SS
11
FT.
faraiA# 4 fill P1405 8Z70, Alt * XW)
4,450
I.f%
4'* AWfl AAe dW► Ab* cW E fi*wg5
S
_
L . f!_
blr/pt gAes
/47
EA.
6'10 aaO N* 4
_
47
L fT
fixed 6errinp A1xr�ldltes (2 To_t l wt .
Pl¢OIO
Lb.>'.
1..
6" CJIGbrilcl QsilNn
Z _
L t7
fxpiao.�a� &lerlinp Ante (t) 7G>3d wlt
Z 050
LW.
,b -
/_50_
C Y.
.gl «�
?Ln nS/�
/�f
Fiw.r• II.��I�I a.:.1 "� = -- �I��
iw�
�� cr
REDFORD ENGINEERS
CONSULTING ENGINEERS
BELLEVUE WASHINGTON
'�"�'Iry�'I',i'�r�'�'I'1'�1�1'����Irl'I���1't'1'�'I�i�l��'I�I�I���I�i�1�I�1'I�1►I'I�I�I�I�1�1
CITY OF SRN SCALE:
As Shown
SKINNER ROAD TO "0!' STREET S.E. JOB No.
B.N.I. UNDER "S BRIDGE 23 C-7130-00
GENERAL PLAN
7 f Iv II 1?
M
• BUIL
Drawn ►y- Date
Skeet
K.J.K. II-72 14
_ I I-72 of
Appro"d by:
L=M U. A a. NO.
I-72 6-t-103012)
Oe
No. i Date
\�0
J
d e AJ
N ,'vy0
:f
fi
97-G
J
z
Bier x zov rawoPopr
1
4 *7
Test A/#
J&tkr p1le
FOOTING PLAN
} ----- - - Approved by
{ ---� -- - -- - -- — — - — Pot Nev ne. PE.
_t .- -. __ --- ----------------- — Director of
j By j Ckd. I Apr. I RevisionPublic Worlds
N
Tut gk
'6'
Fro.+i
we .f 0A1&4r mrW
(free A -A A* i)
.Saw, AT Iypa
�I
..r j
Ga# r 4j i.'7lZ
(yp trAb*e*)
LL : •.. •• ••••• _• •• ••jam•
iMary 2
A 9:S JF
A
ELEVATION
aYs 4 .S>w+d Aa R O 6 wrk F/kkd,
AUe 'Pik i?etnkrrinp JhdA/ Be � Load 557.
lncid�b! /a Ax � a4 Rk.
SECTION A —A
TYPICAL PILE DETAIL
RED FORD ENGINEERS
CONSULTING ENGINEERS
BELLEVUE WASHINGTON
h'1'rT1!s',I'rrl'rtlrltrl�He1►Ir�tIrM1��r1rlrNirMlrlr�rlrlrlrltlrlrNlririrlr
1 av/ arlat* cnraarh axno 4*4ei o wirer!
Q �v �Q� Baal. oie d &Wnud.;0 dwy two aad Asat *p or faahigt & W At ofsm a u► ffw-m and a vllnvow
CWinv ai Qytiniri fiime� f A;i Ai v "W C uirfni A:k.X a i. appy 4W%ii7g raw a offmpff JgfA" pfv
Afkr, Od Wft*# MV rwbrpVP*V 15 05104W, Me Aock v* of a6vimenls0 4wM r&Yj "bxk kp dr AW11 ps .aA0
ae rw km avb d' Tod► &as. L prnd MW/ndr taveW or egrb/. A bW d rdt km Am l palbo pa' 59&wr yard
o/ A(w et Oms►d jWbit 4AW
Ml!'BydMe M*rPfM m : Cori h-&0§ vi jowals .00 be corned a/dn J `✓y .Mrnl &ekrp�ttV cro/op .$W 4,.1 of A.
SeefYk - 43 of cal a AW* Af lay* and aw lopw a✓ 56 *mo* p6W in *w serraA&W a r e so W 11 a hrjt jmmhl*ip
" & /d "esdi a►ole 0, A*Jaw a d •swl Ae 4VArd /anrrr4l A* &*r #Aam ^-0 !ors/ /aMjw a1 lrkb x r1id✓
.VI►abrb v ,idisl' edyJ d 60
m &Akr .P* o✓h* kdr<c. fedre Ym✓/Ae' 4JIM 49-/7,1.
f{n_jM M!M� A06WO7 AdrA W;t5 arad WIV &A& .mil de j'prf rT.ed,Ow,1 /i/k*r c"&"f* b A.V# 0595-419
1yot p jdeo1' dr mwmrd a* J-py Jw* ri kyA ovhlV cn At-kjA* Any oolvael arv*oictan fu►nh nal jv%,r
on 11x p w &4* # At cnrd►rd t** ,! ply jan/ awlerpaoJav
Srkr1 Axki/N JOW As, pw mW Ow ahava✓ro IxWerl4l di 4oerifiedn Seclian I/a f ^R*V w •fete ll10*sp
,�mclfl nAaras ,iiblrra9149AV AW a►p-f MWppr .1// Pe ass 4mlhedd Ar '6rerr/ c)e MIT fa- aavns 'aid dt%v e
wfarakd ppr spW k tw *AwAded to S-&w/ At&/r/ &r ffeb. '
&ks/ aeO• */Crpral *,*v /mAv d/ &W Ae brig►/ rudbu .0mhn4 4 "#AO. Carr eptire . o*cv
of caa+fl1 d betahtatn Lis/ k** 37d .iWtirp Aw* a0Wj w.A.fp0p(e x .s/jdil' A*AVarn 4 •Wi►ct An aw/ rmwv
, AStM V i/7-50 Arak3 .*�1JiS� be in m . may dWt4j *&7 4�,-;W1 ss /A&? � Qd#V per AW 59t4 /r
feet. Aa aocc"re pbnks ere 4%W, The ergs end &%& of &*wm/ pf**j alree* 14W .*W be awkd *dowp 00
bad e•;odedl eraea4m AspW ewpOara % W ctwubrm k W# A /It7-59 Type /, or paak.i Wady be fe~ awl* a ours w
used * fc?jkn sA bIV * AsYeu✓pb/e. A 0W o&V*r sWbtpbted an Ai�epbvAts and d barevn kws►ab
*e ddrir 41AP /•ter OW 6 ar4pso*0 a''JJ.
fief afar : li M b be frO MMW .& W br POW a 36 p aaWO'&s66ft a► ,V Obn.
&*.•Wft fts& 4crdprl Ao%r av**&r a14&Wad6hV, *&6W drew W he Pam kn lliW= bdp*W 15M 400MIANA
,Sfiia *W -YAMd l & Rdr11/a0 Rei//" dad arV r Air/' .000 be ShX*fr9/ *43/ (4-36 ). 'emlinp yw/ dr)w *0e
m* r*red *e/ ppr cm&/mm b A54# A 435 ar A -106 ad' Vmoerd 4b►ph1 ' ei �pw in .Snleolvk 40 a/ AxW
A-/I0. A// eUA vv vW a * m b ar/rieW Aws •*aficefewv it *oed H*p wy aad Rar/1Id y &A*e s.
►alit Sri pods end ram►/1M .yW aW4VM b Ift M*a7J (0ew/ paWi. WJ).
lm- A*Airmrn AW w r v*mV ,fix/ hw3 •ft# br 40 &Awt*v
M a m -OW pAbb = : he O)hw* nn sew Alti *Aw •fey' At
40MAM ~ 4WB&V JW Ae #A40WMA Qxraa&Wpipe g*4WV1tW and a<+~ axfkd. AN ,*W dr
K 6e., and •wiper!' a w*m jb Mira .Skk /hp*ty .*c44067s 64 -Z.Ot. 61am meb/ ,>tml Ar awar Avel
604fanvrinp abr>raew 4 JW" .s9s oe Xrirrbd dM* one avi W)w Ara•,rW61
CITY OF
SKINNER ROAD TO = STREET S.E.
B.N.I. UNDERPASS - BRIDGE 23
FOOTING LAYOUT
tltlrltlrlrlrsr'rlrlrlr,rplrsltlsrl•1/�11�1•��
SCALE•
As Shown
106 NO.
C-7130-00
BOIL
Draw. by-
Date
Soeet 2
K.J.K.
11-72
Dn ed
A. by
11 T2
of I
Appmtnd by
II-72
U.A.B. N0.
ILA
6-1-10802)
74 sT111tss4.1
8003
A.S0.W-e
EIF
D—
SECTION 0-D
Ama t'
SECTION E-E
T
�. .ZJ-F
~
A1
,
7 �d0401/6 see •SOi. G
TT
�I
. Liu AR /-' 4' w ZAMA& 0 • -
Alp I-A-d 9 ✓ -A.791
4i
1e
0
4m, pa IJ54," da J*&t6m / 404
PLAN
.kd/e 4 = /-'0'
/-A513 ff.
f - Z -AGlAG•
.9 -A. 50 6 /=Of#F
14-450 &/'J'
_�-A604�5� Ff
1
Z4 -A.501a a -J Al F
Z4-F509&1=37yF
II �
/-A S/4
4-A" —�
F'eon� �,� •f s/wh+sArli /rerl/Lw// _
for /'hit pmems�on Do 00 p1w k*Ad wil: L#Yf;/
( )ee •Sheet c� � •i/ah"O,i pb are r;o... p rW
lop o/deem � k)o o/ \ �
AMmen/ 1 AGulmW I /' 9 0507
' A664 06
.See ser/ian 6 -G ,� -� � c /=o' A�60.lS /=� - 1' •
J�5/0 309 ' 05/?
for f/ems/ v , — OW *er h'ey In" Z,r6 a �'���p m EbaF d N�Ib � �.'k�tf or �'SAi s/=3' N'SO4 �0
/-.f 509
ti A50tc/'j" 5QS /-3
,' rat A , r
�9ht
Y/
ir✓6'0 ` I b
4 Lk
A 501 /' J"
oo t
r� r Li9cow
.r♦
r ` ,
.S �'ty ^91its/=d'' o,l M�ltbsae 0` f/ g, A I b
onnitc I �Ip 'ifadwVi %1i.171 �rJ7r/7 - tv 1 t L..
/ dipir) 1�/lfea, �� ffJ7Q/-�•'I� r— ��%�/'V-'1
"o
7,6197
'�i; 'ryrf/risv/,r f rfJ`, r�"li I . r , w.�/ low
" Gl��%FaitfryFIFNow
. ±; r !'rJ. -!' :L.., , ��� ail ! �O--_- •I
nn
f9Gt5 F9a�s' , l I ' • SECTION ^- —•
j�r&
IO
-`w �; >'c•1'' ►�% i %a .�ceNe• 1 i-Oi �11✓rord sn:4lkn+enio
1'� 4=0' —• ¢=p• 4�0` ..11��•!�4
/s'0 AV 1mW1 /7,0• _
SECT I CAN A —A SECTION B-B ` + `'.`; �► �.0 ��.0
/ 0 �t.uc�we/ �{6/p c.Vqhtd roc4 04// bt
psi, ;Ocidlen w +e 6•0
MOTE hr Abks m Aftwb►a v &ilrprlaai ) .-er„,�1
p,%of 6t�vinys os pv shcxh tom/ •sr4r+r PiM� �►, aj4raf e�rt%ens Le�p1h, .See .S w/ ?.
s/�s n� s 41he QwAW r . f" d'�• • . ml TR T P A 1 X AVATI �N
x��, /�'~ t�/s,S ie r x3 9�Af Y -- ,t
dew�►>�. � Ndr: yper✓ e/l /i6o•�+►t../+s ` w%r�w+//s. ,
J,6N/ kaaU A/L7kX 6d/J
Ham' �
4. PLAN
`� fbre/kl b dese
/. /o?•� -"� 'y y /'.i3 ;1C • , '� I a'Ad Ra d✓ df&ad
. io3• ell � R -- - � �,! � I ti b Rul /� fit/a
)44CV-C.
,k
y
f ' 3=- _ pow _ 9, _ _r-�'t!r6 s;r�' 91 `_ s F , �'0 )by M54 lB 9
fyekrm�ed •mil f/Aere�lbdx r�:�•
OZ PMur d)
/-N'3o7 #d*rAVW11eq W deck '^a 1 C sow F
F !� UT
pt1w� Aelwwj s
BEARING L•
• �+ , . aa►ua+fl�e✓s a�lr cm.r �, �ngoase/ `J 4 , 9 F aw llde%"V Ifs-
v G ,Scale ,� ' l-0 /Gahra►rxdl _
it
�11/5GV Cs' /'3 %tlF.
• �4awl
'��1503�.3 :� �
3
3G fQ/5Q G` fF
_ 5-F514 C/-'3"'A
+t_csileoi�;•, — -
" f6Q3c/0" 1 F905 01-,.C"C5'
Lf6G;Z `
�`f604e°/�" LF602'�/= • �T FS/2e/'O"
vOTE Pi/es are 17oi l va rP Pam„
f 507 arF50BC /=U "
- FDi3�6 "
Ei'ecnfr�r�.
—
ELEVATION
n
cow .�>s se .•,�sld�ey ; ii��,�
as.e�, see so*. /P g
�---- -----+ _ — —
----- --
AP/roved by
- -�-- t---
--- -
-
Pot Nev ns, R E.
Director of
Public Works
lVc, Date i btiy i Ckd (APPr I Revu,un
9 • _ Aaril AMI 9 & 99t3 6e fir✓ ;�.��/ HANDRAIL POST 1
4 f, -� Al m ` see Note 1 s, ieief4 j /.� VAT.
91r1'SO40 �'/ItSrilmml'tE/99� , �• .k� =/-0`
i l•
-� 4.d4s 3 9xi,b•�
.' •'. , - I
• 49 d Cbmrek -
SECTION H-H
520QIe F 8• 6X1113*1 •
SECTION G-G. L�- ¢,I�.; 3 t
i /B/xpX!/.d�J,t ~ANCHOR BOLT ASSEMBLY SECTION F-F
•, .. Z, ,bid1mdnize d1*r fetr�14�n /Z Rewlfed
i AIMS ri* Grind Pdd ' • '
t (rs.� -�I xdlea•l=o' HANDRAIL DETAILS
/4-F*W /3 /Ile
----I
_ %
C
Ef. des - Eedi F�
F.F. G�ei es: Fr Fdce
A/f. Gas : 4*W /Eyre
i4 � .Xue� aobl' laVln Np: ,. ... • _ ....
47
A/W ad *S6ff -A•07 `
ANCHOR BOLT
/6 Remp iced ' ' . • : ' :ti • --,�4 /,�� F,�ilred wl�h Ab►r.i 6/rri/ stkr
�6 a An+� �ol�n !n Be iX�lc�ed - - • � - - -
hsl/eAfs/a�� of AxA r Awj.
aye/ EXPANSION BEARING !DETAILS
cW9, Bell nt Mw dere Insb 'kale It =l " 0 •
REDFORD ENGINEER
CONSULTING ENGINEERS
BELLEVUE WASHI NGTON
''" I'1�1111'�''1'1'i'1' r 1►�►i►'•1►1'111+111111111+11111+ N(+I+�+I+1+1+1+I11+1+�+1+1+I+Iti1
i a S
CITY OF AUBURN
ELLINGSON ROAD
SKINNER ROAD TO *C STREET S.E.
B.N.I. UNDERPASS -BRIDGE 23
ABUTMENT DETAILS
11111'1'11111'1111I111I111I'I1I1I+I1I'I'I+I1I1I11111111111111111111111111111111111111111111-
7 • 9 10 _ II 12
BUILT
,1 ar' mC:I
SCALE
Draw• ►y• Date
Sheet 3
K � 11-7
As Shown
- by_
D...�. by
'� I4
11-7n
�BN .
Ahrnved by•
11-72
J A, a. NO.
C-7130-00
, 0.. _—
1n- 1 _wrt.1•%,
-4
ft
9 s 1ammam
4 -R&Yo —
I
�w 6•FSZS
C 21
S410
B
0
?I( .30-RO07 -e .:O•p" co
4-W4
W
B
Mot
P401 `
- •l auja�Amo
It �C/r
PIER ELEVATION
.kale - /=0"
4 dN.l. Tiac�E.s
Ali
it S �4 Jw* �
-- -- -- 29'o'- -
r
C BEARING LAYOUT
Jcd* . Flow
i.6j,
featZ 0d
r'
f6t3�7�
4-M06
-3 =A'
..,
E199..3f� 4-P�IOS
V
h
SECTION A -A
Scak1=/=0'
J`6'
40Pd04
SECTION B-B
nio�" siiowr,_ ds HC/alb �Me�s
O
Exc�wt%o�7
'ay rnifs
see .sty —�
,tt dstai/r '
•� :ss tea' �, �,.�:�,�
- '0 toAlwes�-I
/U 1, rl'fIIC/l�
Balls
E ^!
1
S�'' � ,.�� Cor•�p/tli � u►):,C,,,t•,,tJ�N,Cri6,d,,,a�
�. �• Pn"�s• 4rrouf Jp Jvaa/�sr baI �s
Slav;/ bG csrvrs.,�krrd inevdpp✓i/ v�b Ads
- �_...� �,,.� •, �w) 1�� EW} 4w� Ear
i-• ti I t 9 F6t3 7r t
Ak-
\ v
n
r
l
Baler l /n /?
30 t) "
FOOTING PLAN
Iwo 2�0'r
G7efd/lS 04c /oCafiDh
eF fog �;is.
a
RA
714�# dp)fjnm"
o xj xa/-edj
1 Z k�prx►• G� )
10
/4 0 jambe 4W.
PAC- a* Hex Mul did
-qX7 i4i
pow 7.' 71
1 a ,bp of<aacirk ,0 wry,. i�
L I 1 i"Grad fbd -�`
071
.Jd Mao Akd 00
�xl. salt lei- '
•
_"�
.
e+ ��
-' - - ANQ' 40R
BOLT
DETAI
L
n'
aECTION
D-D
AM` A=W VP MOW 16 kowal
Raced aad&Vwkd imma"►
SECTION C- C a�'b• des• efcr� sad t3xa• b AANe�>r► li,�+te1lbAiao.
FIXED BEARING DETAILS
AACO - # : /=0"
_ _ Exishn� 9rper(e (B7t�
Roadway eKca*0-pon
ep-
0.39
TRU' TJF- AL EX .AVATION
AY LIMITS
Ab .SW* -
NOTES
i. BEARINGS
F1x ed 3e&,- *y atssa�•,6/�e s - ? cr�ifs reQc
Each un • f Gas uac/uded 017 Me ca000w •f 7,P*Sr/
fav-
ma Purposes will eotpsisf• of Ae o/%wfnq:
Ap (3) w Z7x /77
9 ancAo- bolts W; �uf.5 s, wds�rrs :o-ac�fL 9rvu�
r,ad axe -7rouf•, ,4// cbn��p/eke
Expd�S;on beer%-� Ass¢••�b%es —¢ un,�s wired.
E�c� unit as included %n ASS co�trect P+'oPosd/ �or
�'?r PurPo Se s ivi ll coJ75/9i 04 4* 140//owin9r
44'X /i' 81;
2 8"x •#•x 5- 94V wi^ "C..4 1pla/'e Shop wa/d(ed
-/o (3� w 27m 177.
oe 6ak*s w,A /avfS I� washe�►•s, concre/t 9rv�.f
,3d art/ grout All --bm wit piacc
BUILT
Approved by CITY OF AUBURN SCALE: sw• by Date &wet 4
r - --- - T- _- -+ _ _ -- -- - _ _ . -- -- - r1A,
.J.K. 1 1-72
REDFORD ENGINEERS A• Shown Of
--- - - - - - - - - ELLI NGSON
11-72
--_ _ , ' + --- _ -- - ------ --- - -- ---- _ -- Pat Nevins, PE. CONSULTING ENGINEERS lOE NO. ....� ►r�SKINNERROAD TO 7r STREET S.E.U.A.B. No.
Director of -
B.N.I. UNOEfiP1433 - MMDGE 23 C-7130-00 8-1-IQS(1?a
Ak, Date liy Ckd Appt Rwuwn Public Woks BELLEVUE WASHINGTON
PIER DETAILS I-
4 iT� lN�.1 iN-i
tltitlt�•Ititlt'tlt�tit'thltl�'tl�Itl�Itltlt�tltltlt��+��tltt
BEAM LENGTHS
Z Z EAM 4/0 io of
�Gl�raM� l
A .
Q &W AbatlA,d f / / , l4 jl ii .� •/ '
a
*7
/ PJipir rc IGv//1�Ie►1 t 2, 1/2 rw 2,_6'
her /4
J7'-/47 97-"
4 6 5, ZnO 7'-- 04 " -17 IOK r
- --.. -- — ------ - h 9116 4 j• 3761•
-._ -
_ /o 11,14 96' 7 • jT s�
Z�----
7 - - - --- — -- - ---- - -- -- - ----- --- Z,/3
l
Lefi
r�w Ae,
I
BEAM LAYOUT
rt-- LArfs/ 7
- - - - - - - - - - - - - - - -
r -
-J Ile
Oro. See
i
cv/ T
-1 —----------------------------------�t
town
DETAIL A' DETAIL B DETAIL'C' ' ' n TAI TAIL E
ti
Qfdbl �"
i
V F_ I I FTI
Q o//
�� Albutrnrnt l r • 5,---r.— S�r. g:�-9:-�• 9_3,
arg Pier «--»
HALF PLAN
DETAIL'F' TAIL'G' DETAIL'H' ETAIL'K' DETAIL"L' DETAIL'M"
¢� �!t/- M LUt IAIL5
Ora -- Ae/ail r" Ab Sce�k.
• IV Z7� /77
- - -- . .
TL NOTE
• / *MW ul i aw#e aad factkm .�b�e// /aam a able b psi t/ s
o/ prrobrs bodbm.
S" .j ..�W. O 9-,3 ■ Z7= 9 ` --� Z ,Yxp pbM �n e�e�r�xn/ >�pe A�/garod�c,dE /lJl'►r(d✓.yaaN bC kirna�k�d b 1/aevaeY
on avvkhw.
9. i'4 Aah 4'cd dI awyNc%ns.
LONGITUDINAL SECTION 4 kp zr*kVt o/6*00AAt AO a AewrlA&M- BaSM.t A04e MWWOd MW�brm 00*
.Scale Or l=0" ad lhr baaringtt b erc ads ii,�ser4.
6X4x �N'Z4�35-Aebi/'G" s Assoc 4has s41A' ke.,�+��d wix �►WAAA -f asss�6led-'JQFW 1'5-3-l7( -ZE.A.�,q�
41r�F2 r Fr7 &fie G co+�j- cta. AAV// .suAMIA 6 C #eZ o f .s4oA drcpw& y v
7 SfK7wor.F// 6a piigfed 3 cams p✓'iirae caa4
rn - -_ T V A I `\1 I
A [ 1(4 pm� if M"
9=A7�' a Z' Z,9�•►�_&W/lim. ® 9- 1 -
Beam Ah /Z // /0 9 6 7 6 q ,�
END DIAPHRAGMS C STIFFENERS DIAPH RAGMS-SECs
(,T I N A -A
�1c 0/e =/!Ow TEMUILT
+ I-- -- ---- -- - — — A.Prercd by CITY OF AUBURN acAt,c� K... n_a Sbs.r 5
----Y - -- --- ----- -- -- ----- I I Tis by 2
_ R E D F O R D ENGINEERS ELLI N As Shown K
DUT "A .r 14
-----------+---�—+- -- -- ------------ - ----_ - __-- _ _-_-- - -- Pat 1Wv1n , f? E. CONSULTING ENGINEERS SKINNER ROAD TO W: STREET S.E. 11-72
Dire
r of 121
No Date B Ckd. A Public Works Works BELLEVUE
r vvr Ke��.�u� OB NO. A„r.•.� by
9.N.1. UNOERF'�3S - 9RIOC3E 23 'r��° �— � 1-� U A.6. NO.
WA SH I N GTONis I UCT.S I Fp E3 LAYOUT & DETAJ LS C 7130-00
74 M 2661.1 $Nve
1
I,1'Irl'161111 poft IIto 1111611111#1 1�1►I�I�Nj�I'f�l�l�l���l�l�l���l�l�l�l►N i►1�1�1�1�I�Ir1►►1►rl►Ir1�I�lil►1►��1�1�1�'r1►1�1�1�1►��1►I►I�IrIr,i1�1�Irl�l�l�l�lr1�1��.
1 ` • S 7 • 11 of
as as a ss +Ib ! M M M M M M M • t 1 >
A - Zd : j O=Pd ' /"''• �'1 E� ,Ir�c ,ftbv/(ri B *r 4M -lee ,v Aw
/ ./ fiP/ ¢ GnAo✓eme�t R ill�lt�otle- e: , - �1 _6
ECCENTRIC
goe a1a i 4 � �� R �.0----
f�allesf fesA►iaa� J'J 4 �9 5:3.j�0_ 1-d....3 j� p...s=-� 4'O...S"j..._f" 1� :o a e Lank Nab //ZD �e�lu►r�d1 �4� 1 a"Eagr ��
(iZd Requi2d) � L 3i i 3 - i } 4=�' Ab sce% t'�' �J fbr .j�r�'dbr /� t+
���' 6� �' /=//�' (_4 .--
ViO7 h �/ � N / EET t �,y "0 AMP Ar �V beRwwJ)- 3 " I ' wh'1 /kr A6� ,�'
AA1 - I� e*3 All Of ,w i {� �. +� .f s
i9eftl .2 -- Lad4V/'C =- / Brdr�e/ 4 _ 6' leat *0 //2d AppOrd)
' •
' Te-4 S CTIGN B E
Z B DETAI A .JA*V•
AV
ri _ -r - - _ ? - tr _ _ _ - -'� � �r _ -J'1. .lj. � � - _ � - _ - _. i _ � y .- i J• _ w I • •- • .• • •. ••.' -• ' •• •. ' • - • • . • • • • ••• . - • • ' • • � / L J - , ' � IRg&j
*7 1� Ad* **A*
DETAIL B a
Q`` .,.i
/d rPei'�IwRdl ,j g. j 17-9 j u, ) 9=6 ��.- .i.r� �99.17-9 bW �Cf'ds /49lP u/mod)
*.sae .� s,�,e►yd aX" - --�- . - - — SECTION A -A _ _ _1e=i "_ _ DETAI L OC•
&31A6s l R'rard✓ ZO_ - -- /O lwaP/ Ghi11 618 0 d0 "0' r •
Rye! lea* s dc�, --- - _ -- - ,kale } •l-0 t � X t `J1d 4rrr,�l�a►�sPLAN
SPACI NG PLAN ';;r�'.b�t�'G�c'
A� '�.k� AOviimlent j eL ;
h .. q �. , • _ (�4 /�?kS, GIh'.7� into Abo /t �Yi, _ _ ' _ _ —
�°I/1 lt NY � % i �/Il Mk Aid � ��' ok I • �1(07
1 � if � !t./AE .7vd� G�/, JJ �� d X:'`�1 O�S
�'allslely 13r w.i1,d _ .Mb►�adrdyx t A4c/% Met* f QA�I/.,Tagls 4'oAlsetl�l'.�1�
- •- 1 — /
. , HALF_ ROUND COVER ,
_ Hey% X! CoMlr 1 B'x } Llidr �h • '•` • I. ti %2 t&upC , jed. A& JCdlle- 4�ap Al! tcw Awit i cVrt a rfLVdA f
-4 �ut�t I &af�bm $R r T 1 I M�Ns M616ir/ l u r.►-
.A1.16 Wek/ %011 =13
o a o e ' `� `\ I _.
1 d fe�eJf . hWes
C/0./S3 �; b Mabi ► �
•. :.- ..
W7 Li — ' -'' ; x,�'•srlolt� •tf'cbc PLATES ASSEMBLY DIAGRAM
4161
(Too. f0ft Est ` J BOTTOM PAN ABUTMENTS
r r
�, �4ditr�e�1 Q K f Gar /�- motels /,W l�Icid lorex n
_ _ /ZG G4Vk�r�r�d.Ab Jeale
Q' 4• /o' d� a
Z ./0 . Qom. 4 -4�' �/( b4 t '
- -•- -- G X T e "a �n
•tdul• nl '/ /FI°direr b6i9 (6eyr ) fLv*A&llm l 'rZ � - A�0 •�C>i/e.
�
LONGITUDINAL SECTION C_
ABUTMENTS y r/. i
• �?'N�de Strip o.� By brim
„cage / � l'0' ---9- - �e - • QlO to .0?S Ge�ogr - - _ � o -- -
�, . 4
Liuty/ Gum *e EXkg10Ed di Leaat � %/JvA(�/ Gedned } =i9 _ • _ .
w,
&ww
fte
PLATE N!►GE BRACKET DETAILS--
e BUTYL MEMBRANE LAP SPLICE DETAIL
Ab .kale.
B.#/ Tract ,, 6.Tracks 9ewV PLAN
i h'll P ,Sidle ' /V o'
r - - + - - ---�. + +
is
•
'�� - ,•o t3AL/. Eck o
10
MISS
4' G
-- -- - -- .— 6' 6' .5S a C /-0 - 5 D - - ---- - -- --
- - -
/t=6�' Ark b M'P
.� , z- --- E' HALF PLAN - -
L N .. 1�43�" �, /= p' • - tLEVAT10N--
01P 1 sec A -A. �di�tnsien r-- .._ �, tSc.ek /� /'0' �4XVY
a
` sown i 7c/wales V of_ • • , r r
L!°bil D , cross D
"'� ) �� .1� At* Use dill/�1'�d r� �i'- ;� .¢ —j � i-
1 del//. kd& "��� Z 2 over ao'Ltr�;fi w 0- T .
,t,s/:a�bw�w ELEVATION 1 - s•
l2 ��
-=wP �- Bu . WALKWAY PLATE Z'Lt,s/.P }.
/ Tracts
G+ew Is -- - /'� 6 =Se N'J rmxtr ''x ',P
- ---- - -- - - /
/
COXmte
DETAIL 'D" _ -3 r ,
1
TAIL •E• DETAIL OF"
Ab ,Scale. Ado .Sicale.
--+ - -t--+ + - - ---- - - - - -
No. Date By CU. I Appr. I Revision
ELEVAT I 0 N
ABUTMENT PLATE
(2 0 *fbgviraed, d0 .S W5 J'm )
,Scale / `- / 0'
Approved by:
Pot Nev no, PE.
Director of
Public Works
DETAI PH"
No Sca e
wP
Note t�Vhle!fie/z /.r(.% rn � *&) �, ;,, SECTION D-D DETAIL
%tr L�jl/J SiOieS. � so .�cd/e �1(0
ELEVATION t BALLAST PLATE E
SIDE WALKWAY PLATE Mf MiMOOr W&?Xv/Gh11s sW as
,�orscrrx� f�i ai;s ,Shre/ _
WALKWAY PLATES/�-
/Uole; kle/Lea *df d0�0; ?Patx/GhrI1 �4 //=9'(4xfaoy fndl
1 RdVwdnits C /d=6'rAx &0� d A r/), / Awl lkir/@/9iL'4A*W). (,See ,Oerinp P/07.)
CITY OF AUBURN SCALE
R E D FO R D ENGINEERS ELLINGSON ROAD As Shown
CONSULTING ENGINEERS SKINNER ROAD TO V STREET S.E. )oe No.
B.N.I. UNDERPASS - BRIDGE 23}fie
B6LLEVUE WASHINGTON MISCELLANEOUS DETAILS C-TI3o-oo
ITI oliloIrlilili1i�11►t'j`I'I/l�It�11t1'111'111�11111�1111I1111111111'lll'I�1111111�1�f 1Il11'I'111'1''1'It�tIt111'1'I'1'1'1'I'I�I�I���IIItItItl�Itlt��Itl�IIItoll IIIlililIl
7 : • 10 II 1?
•e M or 48 to K » N ti M M •1 i1 N •1 • • t • s ► t s 1 �+
SECTION C-C
& Scale.
See sPeer fieat�ons
for- Pd/nf/i7ip
BUILT
Aft
ur Sl ►y Date s►etr 6
K.J.K. I
by: 11 T2 of. 14
wed by:
11- he U.A.B. NO.
11 72 6-1-105(12)
074AMM 2944I1 SHI7
Y
C0NTZ,o.C7olz 5WALL DE'jERMI NE LXAC7 LOC,ATIOhl OF U71LITIES IM T 4 E AREA
pEFoIZE ANY PlL-lnly ANG SNAI-L, PCoTECT T4+C- OTILITIES FCoM
AN`Y '>e.MAc3E "o"L:OM +IIS OPE2ATI(211.1%.
ZOEM93 .�xf/y gP'a'k !�viantl
/4
352{?0 L BN/ '
_ 75 .. 75 /4
i/.33 49 60)vjcr Ad A t 3X ! Tracks ' Shaaf/y "f7=8_ �7�5, --- -
Exist 611m w /Pd EBML raw-- _ 275 I _amw
.Sub UArit IP;W mr 35=4Y t)
35Z PmA�� E/hAawn Rd. ' lb' 44
3 }3t MI1. Track3 fl. 1038_ L/�P s f 15i Slope 46/0409t1/9 � y or Y0
� � i r,Ner
_El. 96
Ezd,i OL..S/ e
i f. i I \ ,24 / Z�% Nape 27: 3Ao�0e Z4-�
I firs &Uwd G. )e f/ &4 ' I
•
Q r -VIM- - - -- - ----'f0ll t i.
- - - - - - - - c�shaof/ Slope t- - -
_ y Pe I AWL - Gushlcs Rak - Top sj (by 8..1/ l 1
�Tae _ E Ea st, Pe - - - - - - - - - - - - "a/,�le Uw dewed on Zzw Me ojamIo lot
QP/�ror. Exist bed SECTION A -A TYPICAL ""a/n�e►, Ge�s�da�hfpVi.JvdeolGrret� Rphl -- 10'47 ,W /. uJ „oE
-- . � ja* /"=/0=or TYPICAL SHOOFLY EMBANKMENT SECTION 50:zmo �L isT .N
NOTES Abte hAW,&%*Od &f;axs /* e.41 / Ado PLACE ANC
W8 .S/d01r7t7y TrdCk NOT � N 1 N 1 5
-- -- - --+-- - - - ----- - - 9.0� I. Bti: WILL FURN1�14 AND INSTA_, ALL STEEL RAILT2AC►c IY FASTENINGS. ..�----- - / --- .., -roll C,pNTt;.�GT.
,ftAod/ TrdC6
y ' 2. 2EF•.j4b DLATF02MS WILL 'r07 BE ZEQUI¢ED ON 54100FL`f TIZESTLC BRIOGE • e 0 /0-0
! _ S • 1 SUMMARY OF PRINCIPAL QUANTITIES
-- L*
j EB J4loo#y Treck AL_ BOLTS ucZu T!m5ee WILL HAVE /IZ x 3 4 CUT WASWEIZ JNDER ti{ ti 4 '
-+- _ _- -- 3JTH AQAD & NuT. -A ® /.0, GYW77Y ,SIZE LE DE P GW
A 4. ALL DETaII__ NOT SHOWN S44ALL CON�Qb1 TO B.N.I. STONOaeO j�0• � 7 /3 8xd l'S'•D' Tie
I - 'JCAW INGS 1` 0S. B I15- G�4S - gc L. 10 K• } 1 of CGwTeA�=T l5_An>5 '� `
------ I I I _- (�SuEETS ) - /3 8r8 P0=0' he TisS Ia /d'Gtpj. !
8+14.��P.O.C. ,5hg��fYy S. BOLTS,LAC� scrzEwS, �PIkES, DZIFT BOLTS Etc. SHALL gE SUPr�LI�O BEVEL BLOCK ,.J1/4 tJK6
/Z+_a.53f1/iV5m Rd & NET LED 9� TuF_ C'OMTZACT0Q_. 74EIR SIZES AND LII=*I�•.TWS xtr4 016 Ito• 1 rams.!PL AN NGLE DETA �_ S4oL�. BF_ OEYELO�D .1SINr�' RAlZ• S'fswfDe�l? �R4Wrnl^� TO .SceAe�:A � IL 1 16 3xk35U11 THE SIZES nF STYLX'TUzAL MEMMi;ZS uSEO. ,.�o/��ay*� E6 .�✓Xy �t6te � � 4 /ibll�s /I�a1 l�lf' legtt /3 5 -4
G. ,NY ExOAVAT%aN 0Z C¢AOING QEQuI1ZE0 TO INSTALL- Tt+E TRESTLE �s /0'0• I we y .ka1e;/s/40'
aftw
Z - Z6
--
?5ZIDGE WILL- gE I*i.=IDENTAL To T1aE TRESTLE AND No c'4 Xlxle .�J-O' ✓1i�.t Erb.1Odru
W I L BE MO �E T�I�EdR . .9� -- r - -
/3.0 13.0' l3./7 �- �• --- -.� rf J,
_ 1
-- - --
- _ --
/P!'Ifia/ Fji/Q$/ .ICE Ad{�/. sd �- �IIH/• of 9uers tiger] �I Zt% %4XIb 5 A, 0a�t ��yy�,,
�W
ord911rMw �? ' =6 I -F- - 3 0, ! ; io I 1 /?r/4 8m
4 xAg -/2K-30 ! (P iOx/8 i ( �•, _br .� �'i►) 4 pxt�
4x3Gt&d R#1 i I
I I " Z 6 x/? 1940' fill brl�lsai8e m AV. A�
- - - - - - i i 7. ,?• , -- - �- i Jx /0 KI f�aYirf 4 9r /d 2/=J' fir//A' M!I!d Dd ",3
4 9r1J 73=0' 6W* //erect Bavw
.S/, 1y /Ox/8 b4 /?x3o .-rb )F ? r c _ ,h 46ewl 9 9r/8 25i9" &l✓A' /A1�dd�nts- -
a
y ii-
Z .*a Alt*/ r 4 / •
L 4x8 3crr� &ae 4cca�a".w
gvd6x Zx 29-0' /I tiC8 4K46 d0jaw dacQxrd
46 /6' 0' .or &P" Asgdb 68*
-
6 6-/ZX30 I 6 bxlB ° Gvt - Ofr EieV JL
(JeekTbp� I 4xd ls'ty; &am
." I -6 %i/� �s d 4.r� /.� =0 bale+ .Slipt Ash
polio"°01 fire .imw Br
SHOOFLY TRESTLE STRINGER LAYOUT
,kale! 5---(dry 9 ° - 4xd aesh ,Q
& o;
13./7' -- /3.0' J// 24.5G 3.l' /,�0l3./7' ° O
+ v
Is Qs" Ck
w ----
O' 00 p °CIO a0 a
C I o o ° tQ 44'8 5-0' Q%4& 67i
�J o c 16' T/ 1off A*SS
° ° a ish 4 /5' 7mbler #*5
e _ ° _ ° ,Yr o_ c i /ri?i✓io,ri/77af� 9:Ia^�i�� Ot /C//f7b�/
41
- �rG/:/d/079,pi/t5 f �4 v7 ' rjca.o/
+--aj l.aj Lazo l-�j L-i/ �.aJ L_cJ i.:� `.►f L.� n.
~�..7♦��� .�r /':.//-Ty�/ sew SDE^/-./C�,L �,..�5
to IEND ELEVATION DOUBLE BENT DOUBLE BENT ELEVATION
Scale: 4r =/"0'
7L C h � C/C BVs. by Yak .� dri ji Lori t oacl, ..�cl% 4 � P-0
S sent p%7e. Makes ��d /e,,9AS 051g
' BNI .15 rO^ brd P&A; s OrYP)
Gr3�•� L 2 9X13x2/��• ` It Q! x .i%r�t/J,S
f�': d Mf,(iSt I 7 n � a_n• ' tn3ii:Sr1!
r �i - t I L" J A IV A L.✓ V • I
^ ---
Road 95- 2- 9,r/d x ZS=O' 1 ° x/4x =0'S/E '0 1 o
n/' •' �� t i ! I � �- 1 '-- ,,�-t�r� r r-, r r-1 r� r1 r-, r---� ----
#, n -C w�.li "4i li p 9r/ xZ ' `�, 1 2-' - - -rvX�,6rAl/r�% �E
/ � � . 8 'F- ..., :�w �. .. .n1 _ �/ _ '..�"��/.% 11/1 Y rile � �1
;�sMfgR2W�PyleT,o S���Ee� ,y 2 � ,0. _ o'
sYCo✓dfe s yeae �.;�-,; ZO �' Z'? 8
< / '3 '9 -F- - u 'S '6 E/. 7S' !wt flot /ear - ► ri's - ---- 1---
�'yP c• ba11; a„ris �_�_ ELEVATION/2'fiPlre%
END BENT BULKHEAD ('/srarn� - BUILT
fo 'e�.�/e. , • /mob �/�+�eI ��awad. SINGLE BENT r t.�ln/ '�
.SceAe�/�/oc
30 %Ar/. 6wrin9 cap c. fy .Scale ' /-0 ,f!d� ` f' /=0' Tt:-14
Militia
+- - -+--- �---- - - - Approved
- ---------+- --T------ ----- -by CITY OF AUBURN 8
SCALE pr,.� y,• pT,T2 ��
-- r --- -- -- -T - -- --- -- R E D F O R D ENGINEERS K.J.K.
_ •
ELL- N �'°"�' ! ' - 14
+ - - - Pat Nevi , PE. -
- - .- --- - . -.. CONSULTING ENGINEERS SKINNER ROAD TO 7" STREET S.E. Joni NO. Appriaved ►,:11-7
-
Director of
B.N.I. UNDERPASS - E"DGE 23 °'"s�`�� �
No Date By C:kd. Appr. Revision Public Works BELLMalLVUE WASHINGTON S Y DETAILS C-%130-01 ( "�
IYg1 to.IsIrI,,1,1,rI�t"ool,1oI`1oto1,1�1�1�I�I�NI�I�I�1�IIIIIII1I�IIIIIIIIIII�III I�I�III 1
K ti ff '1� R w K of M u M
Off&T 5"
die►iA�l
E a�
l
10-06
Z
.01
3
97.06
4
97•o5
5
97.09
4
9709
7
1 /00. ?0
8
1 /X. 22
�Ir1�1�'rlllrlrlrlilrlrl�l�1�I11�1�1�III�I�i'I,
10 11 1!
a s e e s i+>r
' ,'����.,I''►1'►�i��t�1�i�1ilfi:1�1�1����i�,��I�1�I�►�Ii1�1�1�I�I�1i1�1�1�►�1�I�►iIil�Il
� 5
OE 62 t2 [2 $Z SZ EZ Z2 IZ OZ 61 YI 11 f1
-,Iu64611oil III InIImilnnlmfIIto II111i mlIn0hnIImlhnIIunlnnlmdNu11111111141140 111I111111111I1allaah111111116
I�I�I�1�1�►���►���►���1�1�1�I�1�1,1��.i�l�1�I�Iil�l�lili�il�'�I�I�I�I�I�I�I���I�I�i�lil�►�
8 9 10 _ 1► 12
u�a�hwi�adaN:aw1 �I►adaa�nalanlnnNo11aa11a�m/1m�Imilau�awl�404W l++I.4filimhu:1w.
rri
4144>;
v I'7;1Ar rww
-0 lip re pq
-11 •I,IIt it 1 �, I��i .•,. �. .,�� �--
1 ,
L4 -�
V ♦ w6we a wed& MLT s
View dews sows
PLAN
STRIIAeat !MALL So 1walw.2%•0' suetr At"SNAIs
97a1NriRs AT tme S1ANS, WMICM sw&%& 14 140•09
60Mt s• T'MAT tTallossas wILL Satan J0I041t
T1NROutMOUT ANST64 of ITRUCTYas. CUT ►T 6906 To P T 00"11.
03- C am • $.. N' was 13L- w 0" - I V- to' now ►SA V �•� IV-10•- �� - ► �
r
.d \
1178"K
love
• 0 ;•;
1 i
` PART ELEVATION
IN
r -e • iiv0' 1
TP
-- _ - 1 ; \ LO►L�IT u1s�*I�L 6RaC1N0
Jp
I 0400696 W TM NIAILIM'La1A1
99 --' Ka1eAIT LDse TWAIN 20'
l-CCJAjqu , t0 sa8u%o L.sws.
E t vaT t~,tonl
V# SOLT
40 Issue �T.,
rti f
Ism"
r— — t ------e--
tOfANK
dealM u0m.70TO "hev size 1N WMLS 1e
sttwoom "w MActt. TtstSoISK/ lsNN11olw" Te Slaw PAa.LLmL T• s
!SOT to ALL W&SO sr Case L01IG. tTws sm"
N soaso IN.IsLe AIA !laze TastlTrlewT
SECTION A -A -A
/ i 0"GITUDiNkt. DIAOeN►L
END BENT - .. �; •,, 2 �oLT ell sa.c:s M.Y eI ctaT
1N •Ielo 0 lxtcatsaa'r
-00
►rap tItLO TNlTarItNT
�NNI IMLIsO_
•
IN
;s.'wl►suEa Ne►o SoLT -� os PLlc:o ' A • � '�+- � •�• -� `'�• -a '•1' -i� � � � ,• � • �• d SAtt1 Suaces
�. A' fit Yc SP1ui Ik TWO T10S PIS 1'! SO&Ctt I.1 M . SEt !.a►M /%�'
3•� .vfsSY 011aI1t T't ' pC Stala•dias j �,� 10' wAtwlallo&* Dmvo SPIuiS IN OT AS •tu � s• e• ,�
• IV wasuss Film
Oalvt 5h�f;t's'L� ` 4•.A' :tt S►mitta � � 0/46 � ,y6I �view 0 rev
Ilse s• Illea caseea"S elLLsa 9111"W" W MO SIW&Y SMAZU '* ? _ES ALC dwa
c'¢ �•ALl eaAC1NG t11�L+L as 964TSO SO TO PILis WTI#AC#@ .T
am Gesew" 901! ~ SPIN M1TM Tam Vien t/Na C_. Sv— —£.: i � .re'' c.,•
C .T "ATta1AL tMt►ee OF easem".
VLeGLTS Twool" THIGHS WALL MAIDS a,j.3NCIn �%,OEl �p"'L- t.. E 4JEA
Us%AP•adneD LeCN «YTS ON ALL DOLTS
MOLRs Pst �'e %efts IMrLL M - %WAS sea Vo wlit aKTS S-AA6__ :;E < gA .
>,IOLaS soa 9!•ve wwas SOL► ae 6sss THAN s awnimaa o+ •rx.
MCA:
Tits SHILL es "&coo 14. O.C. .
sits SMALL is mwee "1 THt iiel.e ANa PTeLa TasIMMaNT AML Q V
Sti SOACSILS SHALL eA CYO TO POOP" L9914TN AND aftT +»o.st foj.T ; ,. L r ._•7
AMo iltle TaeATfrltNt 4P110lleo.
WALttSO a►1L1NSS AI1p asiuee FLATWORMS SMALL Dt PLA=D AC ZV.C-T s S-tt _•�.
11LAM 9'15-6S45-2
COK DST►tlS a etMTS w/Si1ea TU&N CO. SEE STANDARD PLM o = -e�-•� -3
' la-0
• �•y I 'a �LT IDZLS6 SCR�,wS, � -
-- -3-- -
• -6-iQ. d' 301111:w0Eas I = .Z•� :6 .li�� 3Zit�!S1j •��- �. I �0' MOLT "-
54E 13 IV r.Y d11cT DETAIL. AT CAP VIEW 5-5
If
c. �':.'Z . ' 3 ',Sit up ormu.)
I X4 1 I 1 • e.e� �i►•'•9't�oLT
1 lot
Soe.: 9 3Oti i
� �aciT QoLTs �'s. r-2' tafiT<MQIIT
• t T j t-��.b Boa.T SPSKE �1i11 _ MI►O OR P01NT..�ORI �'0 IlO<t t
• a'•�: • Q- • ` T14401*61 cap &140 Wre PILE
T T 1 _ -? - r Z • �'•.2 t'3ou 1 'N t:ttt.o.
146.8' som SptatS -
• � y + t'•S .». 2.100 ... 243' � 2•-6- •� 2.t0. ..r• :-� .►a0...C.t
-a Am* soft -age— saw 4111116
., � . � �� , a � t � •.t•tl• t�oLTs " - - /. • ,. ►3 ;,aa7 t
�; i � � �' �� I 1 � �•.c•ttr Sat � • :. .. .. 1 '' i+►
IN I 1 -• t ♦ t •• � - -
�• 1 1 1 la -
NOTE . •+ ! • + •
_7MtQ EMOS OC sM.T SRlC41 i r r 1 i
M.f Ai :uT tw i'Et0 a MSCLSS►ar
.►iC %'tl .7 '.Qt.�MtYT lPO�:EO I � -'.
• _ o
♦ • 1 4iIsimse_PQ:WTs Felt E DILes
FRAMING DETAIL Ou "ORMONTL . LIMB,
I
CAP DETAIL
• 1
,•- t. w
011 r
1 -,3.
— —
r
CONNraCT swwq maktors to
1
• ` t-' I � :MtilMiOtS,ti DOtil{TS `N1t11
`
I � � �
`
NI.Nn
f� I 1 3j � 110LT C�10 GOAT SPIKE
fi
1
t
�L 1.0.
01
»�♦HoLrs
h►361.E to
_-�
J -., �'
DETAIL OF -AS -MK
A4
ELEVIA F
? T D
1'.1 •i•0"
ftit WEIGHTS UP TO 4V
a T
-..
end 1 ._♦ -
2.10r ii' 1-voio.2-wee - STRINGER STRESSES at
BRIDGE ON CURVE �o��;Na eEkeu/s �aoie.
S • SweaaLsvAT"m €12 - mw tom!_ 10U!
REFERENCE
STO PLAM Op whets A110 Rt:i»e PLAT9ftM
CaEowT I } cotp
-SI►'.t1tK CoMrouNe
TASRIC -
- St►Ln+a coro�No /
sURLINITON NON'TMft INC.
' ! f STANDARD MAX
BUILT TREATED PILE TRESTLE
FIELD PROTECTION PILE HEAD FOR MEIOM UP TO 40r
Sea►Uw• COMPOUND SMALL IS Sik"GI ►LIN• LION C111naNT ENGINEERING DIVISION, ST. PAUL, MINN. Nov. 1970
FAsaic "Ouku. 5% S Ouwtss OR 140"af2S To K TURS&Qs P[a tmcw.IO
a
..•► v••• ►.••N..a [.p. 14
• rllr•,we
Dwq. No. 8 II5 - 6545 -1
74 STIR 2564.1 SM-11
'��'1�1•�I�I�I�I�j�l�ltl�iil►l�F�l►If1111111111111�111111�111111111/11111j1/t1t1�� u�l/l�jtll
11, • , .0 u.uu ..... . ........................
I• -i �•1•�•�•�•i•�•I•I•i!�•�•�•1•�•I•�•1•�•�•�•1.1.jt1'i'1`
� • 10 _ II I?
_ ,IIII
11111'I , — IIII
IIII - IIIII
IIIII � = IIIIII
IIII
I _ 2• s III
Iil�' — IIIII 1 — p
IIIII a ves Rotes = • POSTS MARS. lI
III, I ('0z,oic
4 TorAGKK
PIPS
40
1'
.. �,,,,, s•-o _ - �/� - eon ago ,
IIIII = j .CCK NU 1
r I
II 40.e` T;t = I
IIIIII soAc tR - ' PLAwIc►wO Icw
OWIII N
�-
16 0 : C�NG 4116 E 6'" T16F W So* Spiwas II
i
i
III = '4• 6AACW,t4E
II
SexTs ` A.aae., s o Loc•c . bd� __ - y '�2 I I
IIIII NUT teens ".6 4 40%.Gs . = IIIII
II 12 BOLTS FOR " !It% II
cLEVA�yN IIII .c 606 T s Fee So 'Ties . = ALT E R . ' AT E /IIII
c 0 sT -11
C -C" zest
9-i'
FASTfteimb4"t"s
ST TO 41A
W17w •
b"T`O MIT" A 04OVS0 LOCK
MuT ♦f,L•I;•' Ow sw =Pei!%
as so
LsT Ls%
9. .21.6.
-
sac
ELE &T = 2 ..
saes %4 Mots$
U - eoLT. -
III = USING P;P RAILING III = �� C. wq
I r E I P? AFL co..es>es le M S"oP
(IIIII - III _ -- . -1 - • -
= I
— II
_ II
r I
c2' or Tit III I .�351<
_
C' 'Tit
II
— I_
II
-= li
OETA!L OF WALK MIITN WIRE ROPE IZW;LING (IIIII
FOR STEEL PANS III,
PACE ONE POST EVGQY G%ww TA
Ili
(ill —
IIII � F r .140
� IIII
_ IIII
bO
Uft14IS w0 U-soLTs WITH W o7s�
(�11� PIPE RoIL1 4G %LTUt�' 4jT)
11
f TgAC/L
Fot wAL K ON Oro! S I Ot '� 2 —
TIi • 1S'•0' .0w0
.DosTs M►QIcWP
40 �
Amoco-
r
_
_
r
l
4
4
I
i
r
_
Foe Sf ass- Sasws -
e-. a" 10'• O Ties - - - -- ,
Fen 1, N115' ra $phNs
Stt: Y:ALK 'JETAiL
SCR 'M�tt SpAvs •_` -- -_ -
r
r /
_
PLAN
I
e . •r� 7 i
'LRNI%6;'Two J-soLI% wtTK E►C:.t GCS'T
� wlQe Rtm>s GLIP%
GALV. wlRs Rope /IItASL%
r'"-- SEE DETeIL •A
J-awl /At
k5 Eva sDLT
mex NUTS
.POSTS
SPSCst _ v — 3 l0• nl►*1IctN6 N -N
~ + • b�- � � 1 - -1-- - 1— T t I— T
ee sk i" sL to PtAOO
344a 10' MACMIMe SOLTs J +L•~ alp' \;
f"YA11 ig !A "IAPPIkovio LoCIL wuv. Uss
Off• (leis !w FIILO 410 PUGS643e1.
TltA1♦T .
_ SCe 5h 8 •fog %ny1<i3. � I
r , 1" DOURLS GRIP SPIKES
lit
`r-- --- - -- y y— LG i0
9 tis1=
LETAIL OE REFUGE PLATFORM
FOR TIMSER OR STEEL SPANS
�T E E L SPAN SROWN
$CALI 'i 2I-0'
NOTES-
L 71646e11, %WALL so TeIsATso
• MtlLOao Jalw�
r-
k 64 STD. VMS
II;I .• T Ie=O TIsS port
STOOL S►sws.
t' 71
1 I - son w . Is" -ow Ties roe
- - TlWisst iP►ws.
I� IIIII Aoo 4••0• Wwtw W&w. w.
ON F&S SIB%
1•LV . Mute ROPs
WP2 12s•� E LTS
Ns% N
`Nttt QWS CLIPS ^41.
TstI<AT1! %MtQ.t MUST st ►�1Aw10Le0 24tSWuLLw To AVCtO OS:IiO ►M`f
Deaf °s TWs �1� &'VSo M,Tsetot WOOD CEaT woovs . 0sA'.•t4S§i�iKS Ole DOLSS
%WALL NOT US vs`Py�/� �"``,,%% Q O►MI tl was CUtPtj� TMt TQCATtO
T1Mset *:LLB TleAT1+R iL NLtoo
�•``����
FIELD ?REA?NEWT ALL �i, us A►+o� s�w•os tw TesATso T�w.sss %w.L
assW&S600 WIT" MOT CQe010Te • UswLV %ATusbT[D . tNls sw.LL, to
foLLowttt tY w swssb%%G oa st►se`
HO=ES Dii�LLED tN t t
;L�
"Tg
LL t% Pee ATst MIITIM WOT CRtOs"s.
TIOOvtLs cQrPsPlae1w T32 #.
(FOR PIPILIN6 ALTstNATt)
Us -�06A LU MOTM PIN NITN ""go twOt AMD-t"jjS&6%6 G�
ttA1>tt 111tt{OT1.1m. CUT= Teed ll ►two C1PI SA WAM 169"Is" 04"
A AP lACM %[set- SPAN Ls&wImd i• 66Twe4N &whiceN• seCT1ONs.
PAINT; PoSTs SMALL 94 ttVgb&*W GOAT of Rao Lt&e ensigns in v.es_
MATE R ML: wins Roos - William A. %W 415.1j4 'I wort I Gaw.
\`6l0►�IM11V**
Po s T s-Ct�tyawt A.iL 1A" 436
MALL[AsL.t taow FttTwGs-tplRswT a.i.LM. A11a.(.}SoLTs yy0-MLTt)
FIELO OR SHOP ('
W E L D JOIMi J/
Lowsit E N o Of
9QACt S Ia AAA .
wralet-m-
4 ftLU
law
J
N 0 T E u st i'lesss ;;oa u- BotTs Iv 9.t4*4 *M DI/s
is Uses IN PL►CS Of wIM its" am.
'T♦ 14OLss - Fos j-sm-Ta
U _ ..
Lk AOsf s MMt s:l
AND wV2 OHLY .
15
i 4 s 11KN - Fos 4-1�
Iy
i
T-AICOF RAILING POST
wow" OP ows- -%w— ~
yw J-60LTS awma 364sa„
WP i WPI At w
W P2 OPPO ITS "M
is
SCAL% It •1'•0'
BURLINGTON NORTHERN INC.
STANDARD PLAN
DETAILS OF WALKS RAILING a REFUGE
PLATFORMS FOR STEEL a TIMBER BRIDGES
ENtilMERMS OIVISION,ST PAUL, MINN. Nov.1970
R 0110d :
II
i
AGO.1A.. h...rN aw 14
Dwq. No. s 115 - 6546 • 2
74 STR 2564.1 SH-12
•:III11/1/fit /i 1111I111A11..1...I.1 a.I.1.♦ ... .... .. .. ... a ...............
1 � 1• 1• I'11'I'11'�1.11.1.1.1.1•�•1111�111,.I1,1�1, III,II,,II111I/,/1/, /'/'�
4 �
llll�'1'Ill'�'Ili'II�1t11111'IIIItII�'I1111111111►11�1lI1111111+j111'�1��/I/I�I111111/I�I+:•
9 t0 _ I1 It
I I
11 ,
I . r / • Z
I -
W
i
1 I
N i I e =oar le oi" = `T
ADJUST 2 WATER VALVES -TO GRADE i
' "` - I C +46.24 ( ) FURNISH SH � .
A N
s R =1330 i � ` J
i v T = 49. 93' !. W' 3 10+65.84 (32' LT ) CONST TYPE f 5 IH CONNECT TO EXISTING 1 C
M
s L z 99. A2' t J STUB FROM EAST WITH 16'' 40' GRAIN PIPE • i
w
,1: 91' 35' i r (4) 10+90 , 1 I + 15(24' RT TO 3210 INSTALL 2.6 "x56' PERFORATED x « «
R = 35' I -
1
T= 35 99 G I l ORA I N PIPES, CONNECT TO 150 ORA I N P f PE 32 LT.
L=55945 r % t ,
I • I r $', �J t1+2* 20.6'RT) CONST TYPE I CS CONNECT TO C8 AT 11+29(32 2 LT)
z' WITH 6"Xf,;1'
DUCTILE f fiE91 PIPE. i I i
� i
e s 11411 3s' 36 \vJ f l +29( 32.2' LT ) CONST TYPE 1 1 C8 CONNECT TO ►H AT 10+65 . t4c 32' LT) a=T4. 75' 00" X
1 I R. 32 , WITH 150"x63' DRAIN PIPE. R=30 j
I 1 � I I I i
7=22 92' I
PT NO+ I 1 68 51�1 T: 47 28' I I' I r } 11 +51(6' LT) ODNST W101A I N
i SERVICE I C€ F i T CONNECT TO C6 AT - ft 14' j • I I
". I oK 59.36 2 4+Q9(-W. '-LT )' AI TH 8&% 31' PERFORATED ORA IN P IPE
� I !
' ` � t.T.l I I `' I i � 3 sc • .4
BEGIN Pi r'� / 1 j .TT
• 1 +M TEMPORARY �' PC M1+67 ZI � i
\ E IHi
i
! lMNOOPLY TREfT�E I 15 18 I /
L.
18
M1616 I ,. k IN
2 `
0
- --- _ o , E Orr , 8 o END PROJECT
0 �'i �► — s _ - - -- -- X X -- x X� X — X X --� X Y
/ t V /
/ Ilk 1
lit
Ile
--- - --
_ R _ _ _ _ • • LPNWM ROAD IS♦I
- - — = 2 _ - - STREET SE 3+00
�o
1 w
N I 2 IT rx' ; 7 13 IT W II a IT 1 n 20 I I m•\•
--- - - - T — — — — — — —�— -------fir n' - ----- ---- --- -- _—� ( I Y\
T / I e 8
� s
T T T T T T
E 2R . K. t144761
74, 31l PC S r I \ 9 10 (2 � x � '
a 18 4;
PT
80 1 10 55 -++-*W,- 1269G 12 25 , - ET&_�� �-4N6T#AxL --8-6a*W _ l l�
PERF i
1 _ �� ~ � - � $ N P INi (6' LT) - o= 94.68' 01'. ( i
e 84•43 21 ;
R = 48' I N�R1 e = �' 35' 30" i I �f 90 BUR 1 ED TELEM40W DUCT TO BE PLACED BY OTHERS . _ . R= 30' ( I O
swLw L - TO y8' I I I T = 8.51' �+' erg+ o OO RELOCATE FENCES TO 45' LT AND 35' RT L =49 72' I ( i
I
� L z 28.77 , � � 3 SE
% +3+35Eb'iT) �NST SkMBRMM1 SERVICE PIT CONNECT � MN - I I I SBW CE PIT AT 11+5I(6'LT) WITH 8"Xf84' PERFORATED #
W TEO DRA1N P+PE i
i
14 W 12. 14+91(26'LT) ADJ MH TO GRACE i
i I 13
J 9*
11-72 8-HIOS(12)
74 STR 2564.1 SK-13
74 STA 2564.1 SH-14
IfIII IIiIIIi'lIIIIII jftIjllj1,11/1IIIfit 1111 III
/1=lll;lll�/ll�l►l=l�l�ljl;/ji�!}!�!�!'1=!
u uuau ... a •• ••--
.�.:j: :�. •ji :j: i1i .!. i1i-�la i1i-�!� i�i'iI i11 �jl 111 11.
� 1 � i �...' 1---i 1---� 1 I 1 � 1
1 3.fv73 R)
No. Date By Ckd. Apr.
e" PERFORATED SLIlDRAN LATERAL$ %Chic^)
8" PERFORATED IRMORAN TRUW LIE (CUP)
It INVERT 2—f SELOW PPOME GRADE
NOTE I ASPHALT TREATED IASE. AM ASPHALT CONCRETE PAVEENT, IN
THE DEPTHS INDICATED AM, TO M USED IN THE CONSTNROTION OF SKINNER ROAD
AND "C" ST. S.R. KTlIE81 STA. 3W?2. 25 NO 353N2. S9.
2 20.1E OF FILTER NATER!AL PLACED AROIRO SIMIN PIPE To M 8" EACH
SIDE OF PIPE IN WIDTH AND FROM IQTTOR OF ATI TO s" •LON PIPE INVERT IN
IN DEPTH
Revision
Approved by•
Pat NelVING9 PE.
Director of
Public Works
TOP $O I L
CEMENT CONC. SIDEVAALX TYPE S
1�" ASPHALT CONC. PAVEMENT CLASS S, WEARING COURSE
2'!T ASPHALT COW. PMNEMENT CLASS S, LEVELING COURSE
4" .*SPI A T TREATED SM.
REDFORD ENGINEERS
CONSULTING ENGINEERS
BELLEVUE WASHINGTON
LE_
PROPGSEO EXISTING
Msc, IIHE MTR1LT 101 LINE
CEN K INE
EDIE OF OWL OR @IRT
EIIE OF AS W T
off OF COTE
RAILRORD RAIL
FENCE
STM WAIN LINE
ELECTRICAL COw11T (burled)
ELECTRICAL CARE (buried)
PERFNATIM WAIN LINE
GAS LINE
M. SAIL i SM LINE
SANITARY M LINE
TELBW 1=111IT :biw ied)
TELEPNIDE CA•E (Wr i ed )
RATER LINE
RICO" a RIP w
STEEPS
WILDING
RIETAINING WALL
ATE m
COTE Cm L OITTIN
DRIVEWAY
GUAID RAIL
MIDGE ;AIL
O"al M STREAM
CULVERT
RIW-6 MAY LINE
IMERlw FROM Y LINE
EASERBff LINE
Si
x
Gas a>x
aatas ata= a
sa� —:
nommme sass MINOR as
ELLxwGim"M ROAD
SKINNER ROAD TO A STREET S.E.
DETAILS
PROPOSED EXISTING
a
0
•
O
m
•
o
♦ O
• a
• O
v �
M
s 4
9
• O
—7 i
SCALE:
Non.
Joe NO. i
O-7130-00
INLET TYPE A i CATCH US IN TYPE
CATCH WIN TYPE 2
NAII�LE
SIRREAIN 39NICE PIT
Awl -so a
VALVE
WATER t TER
HIL ITY FILE AMCRx
SV- P LICIT M LININAIRE
Slot POST
0=11 PST
TRAFFIC SIB ow POLE
FIR NV"
TRAFFIC 19rTON
TREE. IECIwm
TREE. CONIFEROUS
SM
I1.11 INNATE0 TE(MINAL N,ISING
wm w SIw
TEST w HIM
RAISED CNA RIZATION
PAINTED OW ELIZATIN
BUILT
Drew* by: Date
. pop II-
Daei pied by:
RJS I-T
Approved by:
of 14
U.A.B. NQ
"AMP44w.fit.
t Is
tllllltlt�tlt'tltit�tltltltl�