HomeMy WebLinkAboutTED4001825.28S EC. 249 T 23 R. 4 E. , W. M.
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i �E D 405113 E�w fo
i iNA be widened
;- NG D (5y others)
E
O� / �j� �^ SR 4C
gtl / (� l / S�5 „ P-1 Channel t
FUTURE P-1 CHANNEL
8y Others — -
/_� �..
P- l Channel
Retaining
Test Hole b - 9 A
N26 °45' 3//�W
Test Hole B-/O l ��
N.G.V. D. of 1929 /
(This Work by Others_) >;
e I1 through IB ;ndicofe approximate
ocofions of Incl inomefer Monuments.
All inclinometers fo he insfol /cal to
e/evofion - 25, see specifi'cofions.
o OM 1 through 01-114 indlcafe appro>a .mote,
locations of C7eflecfion Mon/foring
Sfofions. Three deflection Boni,`ors are
fo be installed of eoch sfofion on boM
Ookeso/o/e bridge pi /e fascia (see south
elevation) and P-1 chonnel excavation
l'1117g, see specificofions.
Locafions of 11 through 16 anol JM 1 ,hrough
OM 74 fo be field verlfleol 6-Y engineer.
-%D-lete"o-
Nod included in Sridge QLlanfifieS .
PLAN
• 1
• • • .•
Scale
I�
C./.P Cor7crete
���������r►��►�
Typical 0
f�etainln9 >n/ali plan `'"�`et
Test file See TcTpicol \ //
/
GJingwol l befall. Typ of 4 wingwal1,s \ '
(P Others)
y �
1
i I
BT 34 Precast Bulb Tee Girder
LOADING: HS - 20
or '
TWO 24K AXLES at 41 CTRS
S 8�
g86%
� 5,8
OAKESDALE PROFILE
No Scale
GENERAL NOTES
-0.�929% i-0,0056%
O
�W
SR 405 PROFILE
No Scale
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. Concrete Piles shall be Class D 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".
,,—woRK /NCLUOEO $�:View,
Identifies Section, View or Detail
IN THIS CONTRACT 4. Legend: Bridge sheet Number 15 where Section
(TYP) or Detail is shown or taken from.
5. For DESIGN NOTES, see sheet 30.
AS BUILT
RECORD DRAWINGS
Revisions Drawn by C . 40weLc. Date
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON]
THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE
NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION,
TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE
ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE
RECORD DRAWINGS.
Oriy�na/ CiC-ounce L ire
Crown Point Profile f5ack of Pav't. Seat
Grade Exi'sfing S,B LI Line Sta 148-/-17.91
Lanes
12' - Co'I
�rocfured
Win9wall-� , fin finish
(yP)
i
KIi 7gwall
Pl l e Cap
Asphalt
Concre4e _
Gutter
leeference Line
El ev O. 00
24 Dia. (Norn.) Piles -4-- „
4fk
1
74 /-O'/ Ctr. to Ctr. of Bear,
Oakes cia le
__7 Avenue
Back of Pav It Seat
L.' Line Sta 48 - .95. 2
n
1-8
Wi�gwall
CIP Concrete Precast Conc. F3a; ,rier
Traffic Transifion secfion
Barrier
�beflection C \ �r--,��
mon i for/n_q v ,;
markers (typ) �
—3p'-O" NTS 1
Measured' Normal to
L � Oakesda/e _
IV ofe
Exca va fion , Lagg/ng, Fascia Wa//s,
and Oakesdale only are
included in this fr-a ect. for subgrade
delai/s (storm Oraina9e, Wafer, Under -
drain ,Sanitary Sewer, 4 Conduit) See
appropriate drawings.
SOUTH ELEVATION
5' 0 5' 10 15' 20' 254 30' 35'
.t �l�
n
CWHILL
Secfion shown Normal
fo � Oakesda/e Avenue
RECORD DRgV1/ING G5H
1� 1NGR S� FACIA mu_ THICK.
NO. REVISION BY APPR.
Spezia/ Precas>`
conc . Barrier
Type 2
111
� � ,beno%s fly C�fhers
UI
2'51C1
SCHEDULE A
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BRIDGE
.LAYOUT
OAKESDALE AVENUE SW
DESIGNEDG DATE MAE 011gb45 FILE NO.
DRAWN EEEIDOZ6_1
CHECKED �'M SCALE A' -;SHOWN FIELD BOOK PAGE -
DATE APPROVED ->! SHEET 29 OF-35
FERGUSON & SONS INC 91704
DIRECTOR OF PUBLI0 WORKS I
6 2 SCAIMNEO MAR 2 8 Z003