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-SEC. 3 I, T. 23 N., R. 5 E., W. M.
Pipe, 8""' Dr,
(No f loc t rn Br-. Qty.)
v� \See Drainage Plan
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Sea Level Dofum of 1989
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t� I -2"s� Condui f for In Cable
ki 1
,J I 2 0i or�durf for I1/urn/na/ion (f'ab/e
I v h O Sfa. C 2 2�2z.5
pullBox i9hfing Bracke f Anchorage /
1�.. rn 5cywk.
Junction Box rn Roi/base
-------------------- - - -------------------------- -- -
w w - T w --- -- T W -- r - W-
1 C el f 69. 36
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-A 21f69.06� Lf) I
x_ _ 1 ► 1 I Br-rcge Drain T 5 (Typ.
�ci Bk. Rxvf. Seat 1 i v I 5f 50.lez I Infermedrer e Prer-)
L 7—
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tA
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Alin. Hor-ir . C/r. 11
(from Col face to
ed e of',aav>L) I
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G' O"
Insta//Exis/in9
4
cpi� e "Cdf. for Plum. Cable _
—O C
tub o u f `Cop (Typ) e" Cd f. for -
O,p or Rluyr fn>&rconnecf Ca6le '
4- 4 "Cdf for- kRxcrfrc 1V W cpe--/l
— J,, I
Z " a ter Ma
b11CrirfZi ec/ z9" L✓Qfer Main
�2- 6nCdT• >�r . S. R L . -/-0 b e /A.S f'G! lle.:nl
11 ' i Rdwy. C L me 1 S 89004 "zb•,E
k_8-rD-1--arns (4)aloe------� ��xsfGlr I . - o .. 1 I �--El 6� 77
6 ur h`o I I Fl. 48.z8 Cro wn -80 G.Y�c'.YJ Typ. all Preys El. 5 7.OZ I l�
��► exrs Ab c b O I 1{
/ N lit I
� 1
A e0f66. 00 I! I A Zl f 12.G6 O I F I _ Sfa. A O �`69 06 I ¢
A loss- _ tlo7�Sfa. L-t055f07.55 1 A e2 37.06 ill
3 .. r
/ -�/-l�l
a40`-0 8k. fo Bk. of Pavf Secr�s ` J l
Dimensrons along ,4 Lrne
a/50 along CLrne -_--
1'
lu
PLA N
Exrsf Bridge Deck r7s shown along E-xisf North Curb Lrne
03f Lf of A-Lrr7e) ar-e of 8ack o f Paof Seal crf 5 ar7d
crfIF of'Pie rs z,3 (04
Install existing 8r. Railrn on New Nor-Ah Side Rai/ Base
----
-----------------
7 spcs. dO
�U O
0 N
l
V
a V A
AD
Ele v. z0.O _
(Typ. all Ffgs. ~' Piers B, 3 e 4
' S. W. 43 jea. 57"
- FED. AID FISCAL SHEET TOTAL I
Rdw 5/ Vanes --- -- - --- STATE---- - --- -- NO. SHEETS
i AD !
DIV. NO. PROJ. NO. YEAR
(-O.OB%ff nomrnal) j s WASH. -
redwy c fr7e
--- ----
3O` O" Rdw , lNrder�in
Bridge A Lrne
1F Gir- as No. Side � '`) l3 � O" /3 `-0" 3'O"
.� -O. 0 2'/F'f --� -- 7 q�E'xrs fin 9
4-4"0 Conduit for -O.OI fFf. Crown Lrne r�l to
Pacific N. W. Bell --- 1-�-_� remcrirh.
nn ;; tirr , n nrl III,
n114
-.' ll - IJ U U l[
--- — --
T- J
5f 9"
Exist Prbe fo be ba, ,Yor7e d
2-6";6 Conduit for Remove Exr:s/incg Bridge Rai/ir7g, Rol/ Base,
P. S. P OL. Side wo/k and portion of roadway slob.
TYP. RD WY.' SECTION NEAR INT. PIERS
Section shown looking ahead on -9/a fron rr7g
OENERAL. NOTES
All rna Terra l and work ,shall be 1'r7 accordance wrlh k he
reQurr-emenfs of the Sfarfe of Washingforn, De�oarfrnenf of
f /rgh ways S f�rnda-r-d Specifications for- Road and Bridge
Cons fruc from , da fed /9 78 .
Foo fin e Ie �a f r'ons and subs fruc Pure de farts are subJec f fo
change o�,oending upon fourrda fron ma feria l er7coun Pere& .
Re rn fork rn s fee r f'or- too Pings , co Ic.�mns crud errd ,offers s hall no f
be cut un f! l f rnat foot<ng e Ie va trans have been de�ermrne cl rn the
Pre /vd, and subs fruc fare de fcrr/s have been modified as re aired.
The concre le in the t'oo fir7g6 Sfia// be Class 8 mix. �I1 other
cast in place concre to shall be Class AX mix.
Fa lse war k sha Il be care folly released fo Pr-eV,r7 7( imoac f or
urxa�ue s tr-esses in the S fr~uc Lure .
The maxim4irn design soil presscrre per s�uar-e A00o is f-wo and
one half (ePe) tons for Prer-s No. /, e, 3, 4 and 5.
L/rhless ofhervvrse shown on the plarns) concrete cover-•
mecrs ur-ed from the face o f the c one r-e fe fo the face o f any
reinfor-cemenf bar shall be e"aaf the -lop of the r-oadwaq slab,
1 a >< the bo ffom 070the roadway Slab ar'7 d al the fop o �' s re walks,
el of the bofforn of footings ar7& I% arr al/ other Iocafrons.
Th rs s fruc 7zcrr-e has been des igrred wi f h f-he
r"equir-emenfS for-- Work Stress Design, 19109 AASf-/O Specif'rcafior�s
crud lufer-rm Specifrca(ions fhru 1973.
The road wa slab shall no / be poured un f r l z4 h oars m to imc7rn
aali�er-r pour-rrng f e Cy10Phr-agms, excepo>L 1/7 the Pir7ai Pour Sfa9e the
r-oodwc? .5 lab s ha // be poured wi #7 ,khe draphr-agms .
APPROXIMATE QUA 1V TI TI ES
S fruc fore Exca�a fic�n Class A 4 /5 Cu. Yds .
Steel Rernf'orcing BGrr-5 43,000 Lbs.
Concrete Class 8 85 Cu Yds.
Canoe fe Class AX 145 Ccr. Yals.
Supers fruc fore S. W. 43 CO- St U-Xing ^- Wider7ing Lump Sum
Ibwnspoutts t it /- rf 7.Ff
Wafer Reducrr�gg ,4ddi f ive �s f 4LX� Lollar s
Removing Portions o f Exrs Ping 8rrdge 1110. I671133 Lump Sum
24-"40101. Wq ter Pipe /nsta /latian 240 Lro. Ff
Wafer Pipe yan3ers
L OA D I NG : HS ^-ZO OR
TWO Z 4 AXLES P
SR 167 MP 17,11
S.W. 43rd ST. (S. 180th ST.)
KING COUNTY
SW 43rd ST. UNDERCROSSING
LAYOUT
ELEVATION
WASHINGTON STATE HIGHWAY COMMISSION
Stafionrngs shown are along C Line. G S. GLO' DEPARTMENT OF HIGHWAYS
Fie Id n,^asure/ rya^il post /oca troy/ k fore •,•�•••�
rerrrOVrr�g r-c?l (�zs& • �} OLYMPIA. WASHING TON
4 =%
�_' APPROVED
CITY QF RENTON
6RIDCIE ENGINEER
DATE .,, G vatldr of n•ineerinR
SHEET 1 Z., OF ZI