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4� SR 405 STA 4 7 *4
FUTURE P-1 CHANNEL P-1 STA
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Test Hole d -9
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N26 °45' .31" �W
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lest Hole 5
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25 - C „/Ulir�
LJ
V.G.V. D. of 1929 /
No fe
indicofe approximate
locofions of Incl in(_ome7 er- Monurnen>`s.
All inclinometers > ri be inStolled to
e/evofir 66, see SpecifiCcions•
o OM 1 through lJM 14 indicate oppr'oximate-
locofions of befleLiion Monoforing
Sfcfiors. Three deflection monitors are
fo be irnsfa/led of eoch sfofion on boM
Oo%sdale bi idge pile ,facia (see o�ufh
elevofion) and ,t'-1 chonnel excavation
piling, see specifications.
Locofions of 11 lbrou,917 18 and fJM I Through
0M 14 i`o be field vervfieo� by end ineer.
DRAWN K. riq ie?er,&
CHECKED
P'ROJ. ENOR. C.9AN0b%9-G
D18 .. AT DM..
DATE
r arr�
DOT FORM 221-011 I- - 4, e.
R@,19+d 411'82
REVISION
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�\ IN
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CSC
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Temporary Traffic �\
,Barrier a Eo'(7e of
Exio f 179 Sfa' 405 (Typ) \ \
- Oakes�a/e Abenue
16+00
OAKESDA AV VU
(By Others) � I.j
CI.P Concrete Nl� I
/;- e7 -a/n/ng wo,// r
T /cal 0f 4 \
herd /
f \ ,
- — Tesf P/,/e See Tcy. picol
/ LJingwol / befQ �I. •
/ See Sht. G, Typ \
I
our kfin gwcrl
Terminal Design
Crypica/) 1 � •
0 ,fix
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BT 34 Precast Bulb Tee Girder
PLAN
Scale: 1'= 20'
20' 0 20' 40' ed
By
CONTRACT NO.
LOADING: HS - 20
or
TWO 24K AXLES at 4' CTRS.
AMOM
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OAKESDALE PROFILE
No Scale
GENERAL NOTES
0
CO
00.
SR 40�
N,,D Scale
PROFILE
1. All material, construction, and workmanship shall be in accordance with the
requirements of the State of Washington Department of Highways, Standard
Specifications for Road, Bridge, and Municipal Construction, dated 1984.
2. Concrete in the prestressed girders shall be as noted on Girder sheet. All cast -
in -place concrete shall be Class AX mix.
3. Unless otherwise shown on the plans, concrete cover measured from the face
of the concrete to the face of any reinforcement bar shall be 11/2".
Identifies Section, View or Detail
4. Legend: Bridge sheet Number 15 where Section
View, or Detail is shown or taken from.
5. For DESIGN NOTES, see sheet 2 .
6. For the CONSTRUCTION SEQUENCE, see sheets 7 and 8.
I.
origin/ ground L ir7e
Crown Point � Pr'ofi/e ,Back of F'av't. Seat ,back of Pdv't. Seat
Grade Exi'sling S, 3L_ Lm Line Sfa 148 * 17. 91 L� Line Sta 48 -,13.
Sfa 405
25'.O" Min. l _ 874'-0" Ctr. to Ctr. of ,Berir7q 25'-0" llilin.
(TYP) � (Typ )
Oakes c/a /e
kvingwa/l ,avenue C_/.P Concrete '
Tra ff'ic
,Barrier
Wingwall �L_ _ _ �. bef/ection C -�-rt-�
Pile Cap I I r 7.; mon i foring c
Drainage I I i; markers (fyp) ,N i
i l
Li LJ
3f`-O" NTS
Measured Normal to
T Odkesdale
t
24 //Dia . (Norr7.) Pi le s
Reference Line '
E le va fion =
SOUTH ELEVATION
Sec,rwn Shown Normal
�o � oakesala'e Avenue
�—� Scale: 3,132„ = 1_011 �►
5' 0 510' 15' 2d 25' 3d 35'
Amok Washington State
VIP Departmnt of Transportation
SR 405 BRIDGE
SHT. FtO.
TUKWILA TO SOUTH RENTON
HOV LANES
OAKESDALE OVERCROSSINO
oW
LAYOUT
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