HomeMy WebLinkAboutR-135306-- - - - - -- 200 - - - - - -- - -- 2Q0 - - -_ � -�
i
Shoulder UnQ I_, 200. - -- - - C)0
Shoulder Lin '
¢
- - — - - -- -- - - -- - - - -- — Variables 6ITnznches
-
_ 130
Shoulder Line -\ Subyrad¢ Shoulder - - - - - -- Shoulder L1nQ
Uphill
B o-rm
5.0' (Material FromTrench) Uphid
Shoulder Ling - - -- Normal Shoulder
�E Thz ncha5 CoO 'YIIn. ... Slopes
-- r— in.
s
`,S1opn r•I e��si VariablQ �Trszncha5
Shoulder Una -
-D'Ja�RADE TRENCHING Shoulclar Un¢ -
oN TANGENT. SHOULDEP2 TRENCH.
(FoR EMBANKMENT P2oTECT \2)N) SUBC�RA�E TCZENCf \1NC�
r
CDN C U F2\/ E .
SU ECG RADA.. PROTECTION.
SEE SPEC \A� PRoV 1 � \oNS
No Scale -
N 66 °
01 0 W �I
31�
O C L0 O
/Im 0 o \ k00._ O
p ( Re\ / 220
W 2O'
li
L u
l T 7P I I T`jpe TiPe z
ICI
D I _
�--- Face of Wall OI
.. -3
it
IPI _ dl
PLAN
C0
a�
Exwstln9 Ground Lne
33.33
REGION NO.
I STATE
PED. AID PROJECT NO
SHEET NO
e
i
1- 405- 3(IS8)ISS
14 OF SA
Metal R¢nining Wall
Type 3
3,307
S4.Ft.
-- - - - - -- 200 - - - - - -- - -- 2Q0 - - -_ � -�
i
Shoulder UnQ I_, 200. - -- - - C)0
Shoulder Lin '
¢
- - — - - -- -- - - -- - - - -- — Variables 6ITnznches
-
_ 130
Shoulder Line -\ Subyrad¢ Shoulder - - - - - -- Shoulder L1nQ
Uphill
B o-rm
5.0' (Material FromTrench) Uphid
Shoulder Ling - - -- Normal Shoulder
�E Thz ncha5 CoO 'YIIn. ... Slopes
-- r— in.
s
`,S1opn r•I e��si VariablQ �Trszncha5
Shoulder Una -
-D'Ja�RADE TRENCHING Shoulclar Un¢ -
oN TANGENT. SHOULDEP2 TRENCH.
(FoR EMBANKMENT P2oTECT \2)N) SUBC�RA�E TCZENCf \1NC�
r
CDN C U F2\/ E .
SU ECG RADA.. PROTECTION.
SEE SPEC \A� PRoV 1 � \oNS
No Scale -
N 66 °
01 0 W �I
31�
O C L0 O
/Im 0 o \ k00._ O
p ( Re\ / 220
W 2O'
li
L u
l T 7P I I T`jpe TiPe z
ICI
D I _
�--- Face of Wall OI
.. -3
it
IPI _ dl
PLAN
C0
a�
Exwstln9 Ground Lne
33.33
REGION NO.
I STATE
PED. AID PROJECT NO
SHEET NO
e
WASH.
1- 405- 3(IS8)ISS
14 OF SA
� F
O. \\
lD 3
+3 _,�
N.ti. Vari_abl2. -
_ a
_Asphoit Concrete Pavement
3l0 _-1 - Class IB (Wearin9 Course) I %z" Comp. Dep+h
�' I / Crushed SurfQcrn9 Top Course
�
j' _ 2 Comp Depth
Exist, Conc_pav't.
m — Aspholt Concrete Gutter
� (5e2 D¢slyn Stnndgtd 1=-12 _
* - Not¢: Quantities Included
ry in Mile 3.
GUTTER f \ND SHOULDER PAVIIIG DERAIL
3i S. I S3 c <v S'CRF cT - R�G.H� of F'sH Na 1 S'�A. \ ° \+-GJ �c sSn.13'i +42)
Elev. 16.00
E
APPROXIMATE QUANTITIES
Metal Retaining Wall
Type. I
S6-f
5q. Ft.
Metal R2toinin9 Wall
21.
0
Sy. Ft.
Metal R¢nining Wall
Type 3
3,307
S4.Ft.
StructurQ Excovo -hon
210
Cu,I'ds.
Mechanical Tamper
540
Flours
O
Elev.
17.33
Elev. 16.00
Elmv. lA.6T
Elev,
14.67
4
0
0
0 0
0
0
N °m o
°
m $ °
2)I( 2)
o
N
G N
+
+
+
+ +
+
+
p
_
ELEVATION
-4-
-
J
S
CSEE
STPuVDARD PLATE D -1O)
METAL RETAINING
WALL
(�)
- VICINITY 0 7
1}O .ON RT.
,
SCALE Io= 20'
Elev. 16.00
E
APPROXIMATE QUANTITIES
Metal Retaining Wall
Type. I
S6-f
5q. Ft.
Metal R2toinin9 Wall
T.jpe, 2
(2)134
Sy. Ft.
Metal R¢nining Wall
Type 3
3,307
S4.Ft.
StructurQ Excovo -hon
210
Cu,I'ds.
Mechanical Tamper
540
Flours
PRIMARY STATE HIGHWAYS NOS. I & 5
LONGACRES TO CEDAR RIVER BRIDGE
IN RENTON
KING COUNTY
SUBGRADE PROTECTION, METAL
RETAINING WALL * GUTTER DETAIL
WASHINGTON STATE HIGHWAY COMMISSION
DEPARTMENT OF HIGHWAYS
OLYMPIA, WASHINGTON --
E. A. COWELL. Oai-
E. E. l•EtCE `V O. D. ZANN
.. G L M:KAL ON .
- w sGLE:As. Shown
= Ar1..VeD: De C_BIE1962
SHEET 14 OF 54 SHEETS y
:ON,EACT NLm. An _ 2 d1