HomeMy WebLinkAboutT-275501M s o O
E
S c 2
Z
Q
z z
' Q =
J Q
c
z O
O r;
F
LLj
' Q
' N
' J �
z I
00
= 0)
U
v
a-
0
nv+ Z
0
i
U
z
' Y
i
m
I � Q
, F+4 Z m•
a
� W EL
I s •;
I a m
I �
I C
I
Wall
i o
� a
Q�
j
I >
;
;
Q U
I Y p
3 m
I
;
I
4, TWP. 23
N., RGE.
5 E., W.M.
4
I
3V
ao
�
a_
<
Q
o�o�
I
i
I
I x
I
I
I
I
I
I
i
i
rn
�
v
w
�
m
i
I
i
i
i
I
I
I
I
I
I
I
I
I
I
�
It]
Q
bT
�
p
U
V
W
z
o
Lp
�
—�
0 m
co
f-
� ..
�\
10.9a NSET BLVD
°
,z,
NE SUNSET BLVD.
POSTED SPEED LIMIT IS 35 MPH
DESIGN SPEED LIMIT IS 45 MPH
SW 1/4, SEC.
4, TWP. 23
N., RGE.
5 E., W.M.
T FAY
0
bT
100.0' - - 50.0'
1 ,.9'
—�
12,
�\
10.9a NSET BLVD
,z,
asr4 12.0' 0 �� - 0
O
i- _
N
—
,4.7' �
17(-
PAVF►AF_tJT M RKINGS LEGEND
D
J J
J
J
<E co
Q
-
1 REMOVE CONFLICTING TRAFFIC LANE MARKINGS.
n O N 4
`r° z \ m N Ld
U)
J cMI w
z
M
1°
r
Q2 TWO -WAY LEFT TURN LANE MARKERS (REFLECTORS)
PER CITY OF RENTDN SAIL HR -01, SHOWN,
0m M�u eau
a rnx�
oW1; r,
THIS SHEET
OW mL, a: 1030'
MZ aWQ OoQ
+ Q + J m + 3
OK �wZ
na_r WWI
+ Q +
3 + z r
�OJD!.�(in
m }0_ o, -}
+ Q Q + W Q
+q t 3
3Q APPROACH LANE ueR1[c (REFLECTORS)
PER CITY OF RENTON DETAIL HR
o f N-
LL,
QO \ Qc�z Qoz
rz rwQ rzQ
c l-
Q0 Qzti
r row
QOZ. Qo?
r r
-02, SHOWN,
THIS SHEET
N w J to w J
N w o J
Cn � 1)
® TWO -WAY LEFT TURN LANE ARROWS PER CITY
\m
OF RENTON DETAIL HR -10.
I 55.2' R.O.W.
I
R.O.W.
30.0 R.O.W. t
THRU "NES
LEFT TURN
I
THRU LANES
-
SOUTH WEST BOUND
I LANE I
NC RTHEAST BOUND
1 13.7' 12.0' 10.9'
12.0' I 6.6' 4.4' 12.0'
13.6'
w
1 I
An
ILU
Ia-
cllr cy
a
I I
olr
ij
W
z
z
Fm F-w
LL? Of N Z
zIm zIm
Fw rnw
/?Iz -Iz
ZIm
�w
I LnIz
z
i=ED
� I
W U- WIJ
1 ui
8.7
�
XQ XQ
WIJ WIJ
I I
I I
XQ
W'J
I
U
-
APL'R02ACH LWE
'.IQ�a :s :aa�t \aa tease ®a��° .
- f� 1 24'�•i 1 4' WHITE TYPE '1'
LINE MARKERS
4' WHITE TYPE 'Ile'
LINE MARKERS (REEL)
SKIP APPROACH LINE NUMBER AND LOCATIONS OF ARROWS
a a�— '$ at a a APPROACH LINE LENGTH ARROW LOCATIONS
5' 3 I �OR
g' II 4' WHITE TYPE 'I' 20' – 50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR)
LINE MARKERS W. – 125' 2 ARROWS 20' BACK & END OF APPROACH LINE)
125' – 300 3 ARROWS 20' BACK. MIDWAY & END OF LINE)
4' WHITE TYPE 'Ile' OVER 300' ARROWS A 100° INTERVALS
LINE MARKERS (REEL)
I �
w
c a zz
;
I
U: \98138 \XCHAN.DWG
;
LANE LINE
�•T 1 ` !`Y'
9' ---r— 15'� -•{ 3' l4' WHITE TYPE 'I'e N
LINE MARKERS /�graw_ ANNFL?2_eTTON MAKERS DRUIL
4' WHITE TYPE 'RE ADOPTED
LINE MARKERS (REEL)
!76
BrAXDAM zve�
tarn Igw/w
DATE 1 REMSYON I W _ _ PR•_ DWG. NAME HR -02 SP PAGE: HCO2
S.R. 900 - EXISTING SECTION A -A
STA 1 +10.93
1 ° =10' (H)
1' =2' (V)
CENTER LINES TWO -WAY LEFT TURN LANE
a 0 • • • • • • • • • s • • e • • • • . ei4- -�� • • B • • • • • s s • • • • • • e • �}_4.
o q e • o • s • • • 11 • o • • o • � e-T 1 • • • 1 • • •
30' -I�V 4' YELLOW TYPE 'I'
LINE MARKERS 4' YELLOW TYPE TId LINE MARKERS (REEL)
DOUBLE YELLOW CENTER LINE 4' YELLOW TYPE 'Dd 12'
LINE MARKERS (REEL.) I r4' YELLOW TYPE T LINE MARKERS
4' YELLOW TYPE
LINE MARKERS
SINGLE SKIP YELLOW OW CENTER LINE 4' YELLOW TYPE '9d
LINE MARKERS (REFL.)
NUMBER OF 2 –WAY LEFT TURN ARROWS
SPEID LIMIT 25 MPH - - -- 200' O.C.
SPEED LIMIT 3D-35 MPH -- 257 O.C.
SPEED LIMIT 40-45 MPH -- 300' O•C•
CHAANNMZA'PION MARKERS DERAIL
ADOPTED
�e OP ]t>eRR,
auem�im >�
DWr, NAME: HR -01 SP PAGE.• H001
VICINITY MAP
NOT TO SCALE
0. CU ® - Hi r, fY ®�
"usy ®�U�LPORgTC�y"S^
SEAL =
m n
'�'cPeSs� � T969
�avnL �`'G t�I 'I"G`` CHECKED FOR COMPLIANCE
1u1�/ 90138.00 TO CITY STANDARDS
Date
BUSK, RCEU & HITCHINGS, INC. Date
CIVIL ENGINEERS & LAND SURVEYORS Date
2008 MINOR AVE. EAST (206) 835' -4144
SEATTLE, Washington 1 -(8
E3RH
98102 -3513 E- MFAX #IN2!2323-71 35
SCANNED OCT - 81999 SHEET C11 OF 11 T
.24).2
t