HomeMy WebLinkAboutTED4001861.7SEC. 3 , TWP 'n N., KGE GCE., W.".
LINES SEPARATING DIRECTIONAL FLOW'
• ■ • • • • • • • • • ■ i • • • • • 4--1_4'
•fit.•...••..•`.•••.• 0-T 4' YELLOWTYPE 'I'
�• LINE MARKERS
4' YELLOW TYPE 'II'
LINE MARKERS (REEL.)
DOUBLE YELLOW C.ENTGR MARKERS
GORE STRIPE MARKERS
•
4X8 WHITE TRAFFIC DIVERTE2S
(REEL. 1-SIDE 16 15 ALIGNMENT TO THE DIRECTION OF TRAFFIC)
DATE WI39
3'
3'
4X12 YELLOW TRAFFIC
3'
DIVERTERS (REFLECTIVE 3'
2 SIDES AND 15 ALIGNMENT
TO THE DIRECTION OF
TRAFFIC) 00
3'
3'TYP.
+___0 O
3'TYP.
4' TYPE 'I' YELLOW
LINE MARKERS (SEE
CENTER LINE DETAIL) U®
4' TYPE 'II' WHIT=LINE
O
MARKERS SIDE BY SIDE
EVER`( THIRD MAKKE.K
®
4' TYPE 'I' WHITE LINE
MARKERS SIDE BY SIDE
I
OO FOR STREET LEGEND
SEA DETAIL SHEET
CENTER LINE
--A�K0ACI4 LINE
CNANN MARKERS DETAIL SHEET zn _._._.
L at
1
dpc�l.
8�
�w
+
rEDGE OF PAVEMENT �J m
06000
0000V
000.0
00000 0000C 00000
tq 00
T�_0 00 so
i
TRANSITION ED&C- 8
5TI21 PE CD ;?0; 1
To MATT-H E.)I ST.
Ui
I�0 R,15o �
N
47
48
F31-- DEDICATED AT -PIME
or= P-ECO Fz 01 We,
SVMMERW I ND PLAT
TYPE 2 L.AKK.OW
(TY1?) PER
OF RENTON
STA N DA2DS
EX. POV E M E NT MpIZK I NGG Q
+
W
Ov
20 P,aVM'T TAPER
JOINT SHaL.L BE
F E!r PF_KJ D I CU LZ IC
TO EXIT. KC6PW4Y
Mill_ 1 y'Z"MIN.
LTACK COST
CL' t3' AhPH. CONC
t�EPTH VAKIE�i p6VEMEMT TAPEK
DEPTH VAR.1 ES
0.0' TO 0.5'
EX. Ac2rH . CONC. F'V M'T.
rAVEMENT TArf—K PETAIL.
5TA 1611-00 TO Ibi +25 N.T .
g'-O"MAX. Cd -o"
F_RSE CUMVE
N S I T 101J
'5PMOOTH WELDED
JOI NTai (Tyr)
4
0.12 KOU tJ D 1
'.f ALUMINUM PIE
Y.......,.
�'..:.:
_ .®
2" C 1C. 5U K FAG I NIC3 >•'.,
(NP) CEMEKJT COfX 510EWALX(?YP. * (A-5REQUIRE0 OW CITY
51 CAE WALK HA N PKAI L V nETAI L OF 12GII INSPELTOR)®
SET FASTS I M 8" N T 5
DIA. CONCRETE
(TYF. ALL FOOTI NGS)
`30
2
0 h
,4
0
u
25, ; is /
ro Z5 �10-IT
4
N LI—STOR BAR -
N T4=
I
18Ci
_ \
--r per\• \ � \
j ,�mri In- ,g15
\
+
- Q ;nc IL Q -�JUA ry 5
�W}<j �W J'�W}��� S> SNrET ZS \
RR U-wMEuZATIoM \
Sv M4QKINCa .
SC,a L. E 1' : 40'
46 60
DATUM: Ufi.C. I~ 6.15.
TCM P 5ENCH MA KK
TOP MON - CA6F_ (NO. Erx,G)
LOC. oT INT. OF ILWAC0
AvE . Q. F 8 N.E . ZoTH sT.
EL.EV. 440-15
CHAN N ELIZATIO N MA K K I NC rLA N
2
�t
3
e�
35'
28.5�
MIUL 0.00' TO at"zI
SEE rLAKI FOK LOG.
LEVELING COUKciE
�,6W CUT TO A N EAT EI26 r- -1
comrr. �U6 AKAPF_
NEW ALIGNMENT
VAKIEci 0.00 TO 19.00
ADDITIONAL.. QOc ,V TD a
DEDICATED AT TIME DP
PREAGORDINCa /°f-�MME�2WIND
.;°
APPROVED - 1211- 69
DATE
- P
O.G COMI�T DEPTH CL l3 A-iPH. C.ONC.� LFA6KLC INTEKI.AYM W/TACK COAT EX. l0" rUl
0.4` COMPT bEl'T H ATGB — TE I� O b(.AGED ON ALL EX. rAV'T TO (ArrlwX. LOG•)
C>\/ EfZLAYE D
2" COM'T DEPTH CK. ('Jl. A,0iPH. CONC. PAV T.
43UKF46GING COUKIiE _�iUKFAGE. COUK5E.
TYrI CA L KOAPWAY rqECT 10Q - � K. tq00 AS=BUILT 10-?G-90
IZ
10 W
Q1y Z 3 `�
Nd Ol ��LL Off(`
-oaPoGiILILM60DVv
ID
iL j-'3 1% %
N �
w
Z
0
m co
rrnn 03
UJ Q
l
_jO O m
O W In
N F- Y
- t\
0 _jLI
III (nYCO
In
dW
Q
_0
1
s p f
f1i;
•
•
11
Z 0.
O i.
o 0
o Z Q
L✓
� o
I
o
U) Y
_J > U
0
OL
w
Z
J
a
J>
z`!) 1 >
Y z
0
cr
DISTRICT I dZ
Z ,z
CHANNELIZATION PLAN ° 9
Planning and Operations Engineer Q V
Approved ��� Date I1 ZZ N w 6
Atststant Pr t Develo n Engineer J
Awmd Date8 g� Z 0
Z
AP9120VW 5Y
Cc )Z&
TeAlIJ S R2TATION SYSTEM
= 0
U �Z
U � � Q.
LL Z
IL w
fn
Q
Q Cc
a: LL.
Z
~ O
h
w
�
0,
PROJ. NO.
88 - 502 I
SHT. OF
5 42
7 =6