HomeMy WebLinkAboutTED4001782.1REGION NO.
STATE
FEDERAL AID PROJECT NO. SHEET NO.
10
WASH.
BRM- 1288 (2)
I-405-3(�035�
—o--o--o—
G 20-2
60" x 40" /o
.END �
o�
ECON-STRUCTION I /
i
% r
�10
ROAD
o �
1 CONSTRUCTION
\ \� AHEAD
\�\�\ W20-1
\�\ � 48"x 4�I
VARIES
<:I>
W 4-2
36" x 36"
(D
lO 2"ASPHALT CONC. PVMT CL. B.
VARIABLE DEPTH, (12"-0"), CRUSHED SURFACING TOP :CURSE
3 2"CRUSHED SURFACING TOP COURSE. (SHOULDER)
I L-IYII VI\/11\ I 4VIVIVLVI IVIY
N.T. S.
d
\:3——L--U-- (l— —�--�
0 0
O -_
2 Ile
Sp, 6 i
•
LD
_ �►
\ 8
5 ,
:. 4-
,
D� 0 U�
.T. , 2 7 — 7 �'0 \o
i S 10
Lo
Lo
r \ 00
\ 9 °
\°\ �10 8
'o °
o I o
\moo
0,
\°/°
WEST APPROACH
S. W. 12 G R A D Y 2
i 0
1 4 II %7 4 � 4
o —0— o— 10
\//13
W 1-4
30"x 30"
1 (DW 13- I
18"x18"
AV I ROAD
I CLOSED ' �//
TYPE B WARNING f
19 LIGHTS j 1
WAY z l i
2 23 24 0
0 7 ti n
83 W 106
12"RAILS FASTENED WITH 2
GALV. LAG BOLTS PER POST
16d NAILS
4 X4 POST r —2 x 4 BRACE
4x4 SKID
i SPIK
2x4 --
SCAB 2, 4,
NOTES:
I. RAILS SHALL HAVE ORANGE AND WHITE STRIPES
ON BOTH FRONT AND BACK AND THE ENTIRE AREA
SHALL BE REFLECTORIZED.
2. TWO 100 POUND SAND BAGS SHALL BE PLACE
ON SKID BEHIND EACH POST.
3. NAILS AND SPIKES SHALL BE GALVANIZED.
4. RAILS FOR ALL BARRICADES SHALL BE FULL
LENGTH CONTINUOUS PIECES.
5. SCABS SHALL BE FULL LENGTH CONTINUOUS
PIECES.
6. MINIMUM 6 BARRICADES REQUIRED.
TYPE III BARRICADE
CONSTRUCTION NOTES
2x4 SCAB
O4" WIDE SOLID DOUPLE YELLOW PAINT STRIPE 8" O_C.
O4" WIDE SOLID WHITE PAINT STRIPE
O24'1 WIDE PAINTED STOP BAR
OTEMPORARY MEDIAN BARRIER, TYPE 2, CONCRETE
PAINTED LEFT TURN, TRAFFIC ARROW
OPAINTED RIGHTTURN TRAFFIC ARROW
OTYPE III BARRICADE, (SEE M.U.T.C.D. 6C-8, BARRICADE MARKINGS.)
O55 GAL. DRUM WITH TYPE A WARNING LIGHT
25'APART (TYP.)(SEE M.U.T.C.D. 6C-6, DRUM MARKINGS.)
O9 CONST. IMPACT ATTENUATOR, FLARE 8, BURY.
PAVING LIMITS, TEMPORARY CONNECTIONS.
WI-4
30% 30"
30
W 20-2
4 8% 48"
26 W 13 -
M 4-10 R 29 18 x 18
48" x 18" � � DETOUR
DETOUR MPH 1000 I•T
EAST APPROACH
LEGEND
NEW SIGN ASSEMBLY
FOR TEMPORARY SIGNING SCHEDULE,
SEE SHEETS E4 a E5.
_500' 500' 500'
40 -- —
0 -- 5001
0- -- --.�
0
i
i
END
CONSTRUCTION ROAD
G 20 - 2 CONSTRUCTION
60" x 40" 1500 FT
� 27 3 I
W 20-I
48% 481I
^'q �^ ,fig CITY y F R NIT _�_ .� ( �
S.W. G R ADY WAY
BRIDGE REPLACEMENT
i TCI►Anr1� A oV nn�ISlrnT���In
TE+o - oo - t
SUPERIOR REPROGRAPHICS
r
s''SF
';'�ANINFD MAR 2 8 2003 C--/