HomeMy WebLinkAboutR-398142STA 63+ 21 .4'LT
4
co
ND CONSTRUCTION NOTES
toll
+35.2, 85. O'LT 1,J
11L CONSTRUCTION CENTERLINE.
NOT ENTER L
35.8, 79.21T
fp\STAA 62+89.8, 56.5' IL, CROSSWALK PER CITY OF RENTON STD
MATCH EXIST. I KI
3 PLAN 127.
\I I WIC
(D STA 61+89.3, 44.41T
PRC Irl r we
STOP BAR PER CITY OF RENTON STD
j '4- r
PLAN PAGE H009.1.
/-,-.,STA 62+47.5, 5 0'd iT'
EDGE LINE PER WSDOT STD PLAN
\ZO16FT 4
M-20.10-02.
RIGHT LANE 4 4
DOUBLE CENTERLINE PER CITY OF
' :4 4
RENTON STD PLAN PAGE H001.
r,,
MUST TURN 4 20'
31
RIGHT. 22
V 49
74= 0.00
LANE LINE PER CITY OF RENTON STD
V
0, w
/* 89 PLAN PAGE H002.
* R10' 4
4 Q
4 All, APPROACH LINE PER CITY OF RENTON
/
4 R=4360.29STD PLAN PAGE H002.
'
214 0
0
-a SKIP APPROACH LINE PER CITY OF
12R=608.96' RENTON STD PLAN PAGE H002.
rl r 4
NOT USED.
-d
4
R=50 .00, 4 STA 63+85.0, 35.81T 12%'
11, + 12' BEGIN, PC
NOT USED.
5' PLANTER STA 63+62.6, 41.91T
-A 10' END
64+0 12NOT USED.
'
12' J�/
0 0 1 1
rrl "I - ------ W. NOT USED.
25' R=1833.
12' 12' NOT USED.
0
NOT USED
M
12
12' Tl� NOT USED
r
M
BEAM GUARDRAIL TRANSITION SECTION
12'
12' TYPE 20 PER WSDOT STD PLAN
WK IDW
C -25.18-03.
e
9 I<
.
STA 63+61.7, 35.7' V
BEAM GUARDRAIL ANCHOR TYPE 10 PER
4., 14'
AP WSDOT STD PLANS C-23.60-01, C-1b,
STA 62+76.0, 35.4' C-6c, C-7, AND C-7a.
END/-67 \ CD BEAM GUARDRAIL TYPE 31 NON -FLARED
STA 62+45.3, 34.61T TERMINAL PER WSDOT STD PLAN
20'
6 BEGIN(j� C-22.40-02.
0
*0 PCC cc r/
EiGIN, "PR�7
ir
10
STA 69+56.5, 25.91T
......... ........ ....... ....... 25.81T BEGIN � &8 SIGN NOTES
STA 69+07.3 MATCH EXIST.
31 13.2 EXIST. LT BEGIN, PC, MATCH RELOCATE EXISTING SIGN.
7.7, 48.41T STA 69 161.7, 212-LT
5 31 REMOVE EXISTING SIGN.
K P*Kln 13T kAATrw
EXIST
BEGIN,31I
#
CONNECT TO CONC. BARRIER STA 69+64.9, 38.41TD RELOCATE MULTIPLE EXISTING SIGNS
STA 66+30.7, 49.71T 8' PLANTER
0 PT ONTO ONE PAIR OF POSTS.
.................. _6! A -A A.. A b* A* A'. D, A A
ENDe, 8'11: WALK
INSTALL NEW SIGN.
BEGINq� STA 66+56.3, 54.91T 18 ��" a
A A A A. A A A A A A b A-
PT IA1 4 REINSTALL EXISTING SIGN.
StA"70+13.7 6 4'LT1
STA 7"7.0, 58 1'LT 0-i
A A A A
END, MATCH
END
8' WAL GENERAL NOTES
sA' A'
A- 26
'A STA 70+43.5, .61T
-TR=608.96' STA 68+33.0, 45.41T 1. EXISTING PAVEMENT MARKING SHALL BE
3' A A
0, A SEE DETAIL BELOW 13' A BEGIN REMOVED WHERE IT CONFLICTS WITH
STA 70+78.4, 26.91T PROPOSED CHANNELIZATION.
A- A. 8' PLANTE END
Wr
R=188.00' 12'
13'
3$ A' ' A A9+00 R-65 00'
1268+00 5 12'
'A . A
12'
12'
70+00
*00 R=2 0.00'
12'
4
13' 71+00
J F ASK
12' 0, ®DIVE \
14'
00 3
12'
14'
50
STA 69+48.5, 96'
PCC 5
o
NOTE: SEE SIGN FABRICATION MANUAL FOR STA 70+22.2, 41.3'RT
DIMENSIONS AND SPECIFICATIONS
END, MATCH EXIST
20 0'
20' 40'
', \ M8-401 (MODIFIED) — 60"x60"
E SCALE IN FEET
SURVEYED: JFS •Mop DRAWING No. 7.02
DRAWN BY: CMF CITY OF RENTON HIGHLANDS TO LANDING
PROJECT NO. 31796
DESIGN BY: TJP 0 APublic Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007)
CHECK BY: LBM HanmiGlobal Partner 00 k $ FEDAIDNO. CM-1070(007)
10230 NE Points Dave APP FOR CONSTRUCTION DATE: Jan. 2014
Suite 400 1 37 SIGNING, STRIPING & GUARDRAIL PLAN
PROJ MGR: LBM mrftUtin&n = Is
Phone: (425) 822-446 BY: DATE: SHEET NO. 32 OF 44
INUMBER I REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 ?ONAL
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