HomeMy WebLinkAboutW-040101ill �i
GE
ro Q ,3
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A Lrne —
QA7 -41M
Sea Leve/ Datum of 1929
Drain Pipe, 6 "Dra.
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(Hof Incl. rn Br. Qty.)
Vs
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See trainage Plan
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a pay
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85
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z¢
Water Reducinygp Addrfive Est.
400
0 &�
I
y
k �
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h�
V,3k./Q'!Vt Sea/ I
Br oniFns ( 1
exist Ida. curb to I
beQugged 1 I
A 20766.00 I
11
Dimensions along A Line
also along C Lime
Varies — - �—
a`V
SEC. 3I) -r 03 N.) R. J E., W. rVr• w F FDIV ROAD
r) D STATE FED. AID FISCAL SHEET TOTA SHEETS
Rdwy. S/. -
" (-o OeA nornirra/)� G WASH.
n �Z � _
S'A 7'Q
do!
56=0 "Ro�W
�_ Rdwy, C Line
28=0' lScG�rr
Z Q) _3 a ? 6` O" 30 O "Rdwz{ Widenin Exrsf. Bridge A tine
m d `o < 3 Sdw'k. 6 ri
1• � M �' a Y � � Exist Exf Gir ®IVo. Side " ,
�� ' CQI i41 I [~ 2 "6Cc�nduit forinterconnectCagle �= 4 va Instal /Existing 0.02 %Ft Existinc
W 1 1 f
2''0Conduif for I//ummatron Cabe Na l Rai ling - -�_�p - - - - - -- -- -- - - - - -_
V h 1 I I ,_ m 5_ /�Ff Crown Lrne r
H r" 4- 4'OConduitfor f Rai /ing
( Sta. C22 <2z.5 Pacific /V.W Bel!
G✓ htin . Brac%tAnchor¢ e ~Z 2'Cdt. for Num.Cable _
pQ Pull Box. 9 9 9 _ 1 7'i n
in,Sc�wk. �. ( in / Z•rCdt 'f'or I 11 Ir I� I� Ir rill Ill UU uU li'I Irll
1 �l U U
Junction Box rn Ror /base Interconnect Cable
---- - - - - -- --- - - - - -- - - - -- - ---------------- - - - - -- -- - 1
-- -L- 21f69.3B T_--- III 4=. From -1, -41. - - -- -- be ,n 37' ed 24" Water Main 5`9° I I I I I
— - - - - -- h� A ZIf69.OG 15 Lt. I y z- 6 "Cdf. tiDr .S.P. L. I I Exrs l P� to be �rba�rdaned
( ) to be rosta IleG
c\ I I Br- ia,C3e Qrain Tyye. S(Typ. ® I
C) I l El. 52.22 Intermediate Prer) L -�
E/.48.28
2l¢/P.OYo
Rdwy.
h I �`C Line IY I S 89 °04`x6 "E E� 2- G '46C'onduif for Remolre Existing Bridge EE'oi /ing, Rail Base,
3- _ __ PS.POL- Sidewo/kand portion ofroodway slob.
c o�wr�rrll 8o °�� "TyP.a! /Piers 1 ------- - - - - -n �I ° �� TYP. RDW -- .SECTION NEAR INT. PIERS
E/. 57.OZ m Ill Rte• Secfiorr shown looking ahead on Sfatronrng
III S.lili 43 — ST.
1 l
5 112.A2 1f6906' 1 ll; H23 +06.00
/ = rrR lco7 -Sfa. L- 1055 7 0 7 55 I A z2 737.06 Itl
IL
( 1
240' -O" 8k. 7'o Bk. ovf Seats_
PLAN
Exist Bridge Deck Elevations shown along Exist North Curb Lrne
(13'Lt of A- Lrne) are of flack o f Fi2vt Seat of Pier-6 105 and
at f' of Piers 2, 3 0 4•
Instal /existing Br_ Rai /rng on Nevi North Side Rail Base
- — -- -
7spcs.
S tr-uc fore EXCauQ Pion Class A
Vs
ca. Yoe
Steel Rernforcrng Bars
43,000
Lbs.
Concrete C /ass B
85
Cu. Yd
Concrete C /ass AX
145
e
h
Supers tr'uC fore - S. W. 43rd- 524. I-1-Xing - Widenrrrg
JN
�
Ibwns(bufs
I (6
Lin. F7'.
Water Reducinygp Addrfive Est.
400
Collar,
Removing POrTloZ of Exisfrrrg 8ridge /fib. 1671133
Lump
Sum
24 "Dia. 41/c`ter Pipe 1n5tdt11dfion
240
Lin. F"7-,
Wafer Pipe Hangers
//
On /y
LOADING: HO-ZO OR
TWO e4 AXLE. P 4 -C
S•
Ul
III
F 7.00
- /7.0'Approx.
(,tibn. Vert. C/r.)
Elev z0.0 �
os p. all F�gs. Piers 2, 3 e 4
ELEVr4TION
Stationings shown are along LZ C Line.
Field measure rail post /ocafion txfore
removing rail base
C�17
C;ENERAL. NOTES
All material and work shall be in accordance with 1-he
requirements 07A' 117C WOSI?fngt0c7, 0--raarfinen7' of
Highways, Standard Sp,oeeci7=rcatrons Fnr Road and Bridge
Construction, dated 1972.
Foofrngg elevations and substructrtrB details are subje� ¢ 7'o
chaoge dependrng upon Foundation maferra/ encountered.
Reinforcrrrg sfer =lfbr 10007'rr7gs, columns and end piers Sha/I not
be cut unfit frnat e /evations have been defer - mined in the
field, and substructure details have b--en n-14)6(rf1ed as
The concrete in the t O1-mgs Shall be C /ass B mix. re /uI iroef/die.
r
cast rn place concr•,sfe shall be Class AX mix.
Falsework shat/ be carefully released to prevent impact or
undue stresses Gn fhe structure.
The maximum design soil pressure per square 7007' is two and
one ha/20 (z %) ¢nos For Piers No. /, 2, 3, 4 and 5.
Unless otherwise shown on fhe plans) concrete cover
measured From fhe face of the to the face of any
r- e,oforcemenf bar shall be z "a7' the fop of fhe roadwagslab),
1 "a7' fhe boftorn of fhe roadway slab and at fhe fop of sidewalks,
2%` of the boffom of" {oofings and I% a all other /ocafions.
This structure has been designed rn accordance with fhe
rcquiren-)-?nl'°> for• Work Stress Design, /969 AASkIO Specifications
and luterirn Specifications 1471 1972.
The roadway slab shall not bs poured unti% 24 hor.0-5 minimum
Offer pouring the diaphragms, except irn fhe Frrral Pour - Stage the
roadway slab sha //be poured with fhe diaphragms.
APPROXIMATE QUANTITIES
S tr-uc fore EXCauQ Pion Class A
Vs
ca. Yoe
Steel Rernforcrng Bars
43,000
Lbs.
Concrete C /ass B
85
Cu. Yd
Concrete C /ass AX
145
Cct.Yd<
Supers tr'uC fore - S. W. 43rd- 524. I-1-Xing - Widenrrrg
Lump
Sum
Ibwns(bufs
I (6
Lin. F7'.
Water Reducinygp Addrfive Est.
400
Collar,
Removing POrTloZ of Exisfrrrg 8ridge /fib. 1671133
Lump
Sum
24 "Dia. 41/c`ter Pipe 1n5tdt11dfion
240
Lin. F"7-,
Wafer Pipe Hangers
//
On /y
LOADING: HO-ZO OR
TWO e4 AXLE. P 4 -C
S•
I 2: / s/ °Pe SR 167 MP 17.11
Norma/ 7'o s er67 (ryP.) S.W. 43rd ST. (S. 180th ST.)
I Note . `WDte, Mom) KING COUNTY
CL 1] - BLOCKING ON END CAPS OR. PLUGS. SHALL BE INSTALLED - SW 43rd ST. UNDERCROSSING
15.00 IN SUCH A MANNER THAT THE 1= 177I1,165 RC-MAIN' CLCAW,
-
AND ALSO So THAT THEY MAY BE REMOUGO EASILY AT A
LATER, DATE LA"i'OUT
WASHINGTON STATE HIGHWAY COMMISSION -
r$' DEPARTMENT OF HIGHWAYS
5BS OLYMPIA. WASHINGTON
R
\!�/ 4� i w ` 0 �
3W. 4,5 5T BRIDGE
CITY f RENTON
MICROFILMED
..I�...N.�... -x-
SHEET 12 OF Z?
.:P f
34 36 38
32
1J 24 26 28 30