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,� _ STA 54+71.6, 28.0'LT 7 STA 56+23.3, 0.7'RT 5
BEGIN, MATCH EXIST. ---
BEGIN, MATCH EXIST.
C�P(R W STA 56+24.3, 3.8'RT
5
WSDOT R W
BEGIN, MATCH EXIST.
„ STA 56+35.5
STA 54+86.8 1.3'LT END 8
777
5.5' LT BEGIN STA 55+65.6, 25.3'LT 1.AT AP 5
Nf END 7
A 16.5'LT BEGIN 6.�
31 LANE a 30 STA 55+43.4, 53.6'LT ._.� _.ti, BEGIN
UTILIZATION STA 55+4 ° .2
W FOODl, 30 PTO
P, 0 36.95, LT WALK STA
/ STA 55+08.3 END TAPER 44 4' PLANTER 56+78
D 38.9'LT BEGIN
BEGIN TAPER 7 D
77
.D
5:1 TAP Z
_ �1`v, ER
12' ``` 2.5f m
CD
1 &SITIA� 53+76.1, 43.9 LT 12'j'j'j8DEGREE CURVEWRT
6 ,
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i 11' M
== +00 ! 3+00 54+00 _55+00 -' _ - - - - _ _56+00 _ _ 1 O
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VARIES
NE PARK DRIVE 12
VARIES
VARIES
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STA 57+33.4 ` `,STA 60+05.5 4�'SLT 0 •6, 43.3'LT 18 ,
`°�. ,t � STA 59+72.5, 39.0 LT -
RGHT LANL MUST 16 PTA
1.7 RT AP� �. , �m CONNECT TO CONC. EN 16� BE 18 STA 60+36.9, 50.8'LT 18
TURN RIGHT:: �.,
9.5'LT AP 6 ATTACH TO LIGHT} BARRIER, SEE BRIDGE END 6
� ,� STA 60+75.0
POLE 4 PLANS FOR ADDITIONAL R=200.00 8' WALK 14.4'LT END, MATCH EXIST•
20.5 LT AP 7+36.9 45.1 LT 3 , DETAILS
l
6.5AL 5' PLANTER
31.5'LT AP i/ LADE UTILIZATION
/ COULON BEACH PARK
a 2f
- 31 STA 57+28.3 47.3'LT
��1A7 1 ' V� O
t' a
R=1833.25'
/ o
8' WALK a o 11' 11'
4' PLANTER D <'. o R=747.70' e r 11' 5 f-R=1811.25' 7R=1822.25' i �" �
R=725.70' r---- 59+00 - - so+oo 11' „ . 12' v
2.5' 12 Q
�AR
DRIVE =_ VARIES
STA 56+78.4 51.1' � `"`� � K � 11 � `"'�""
11' STREET FROM STA 56+00 11' -� 12'
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CID
12fLl
STA 59+75.0 _ a.
1.5'RT PT •,./
11 tee---� 9.5 LT PT
20.5' LT PT D6pj 5 STA 60+09.0
31.5'LT PT 4 1.2 RT END, Qr
MATCH EXIST.
"7 18'
CONSTRUCTION NOTES
CONSTRUCTION CENTERLINE.
CROSSWALK PER CITY OF RENTON STD
PLAN 127..
3 STOP BAR PER CITY OF RENTON STD
PLAN PAGE H009.1.
EDGE LINE PER WSDOT STD PLAN
M-20.10-02.
DOUBLE CENTERLINE PER CITY OF
RENTON STD PLAN PAGE H001.
LANE LINE PER CITY OF RENTON STD
PLAN PAGE H002.
APPROACH LINE PER CITY OF RENTON
STD PLAN PAGE H002.
SKIP APPROACH LINE PER CITY OF
RENTON STD PLAN PAGE H002.
NOT USED.
10 NOT USED.
11 NOT USED.
s?
NOT USED.
13z NOT USED.
14 NOT USED
15 NOT USED
16 BEAM GUARDRAIL TRANSITION SECTION
TYPE 20 PER WSDOT STD PLAN
C-25.18-03.
BEAM GUARDRAIL ANCHOR TYPE 10 PER
WSDOT STD PLANS C-23.60-01, C-1 b,
C-6c, C-7, AND C-7a.
OrBEAM GUARDRAIL TYPE 31 NON -FLARED
TERMINAL PER WSDOT STD PLAN
C-22.40-02.
SIGN NOTES
er RELOCATE EXISTING SIGN.
31 REMOVE EXISTING SIGN.
3�RELOCATE MULTIPLE EXISTING SIGNS
ONTO ONE PAIR OF POSTS.
INSTALL NEW SIGN.
REINSTALL EXISTING SIGN.
GENERAL NOTES
EXISTING PAVEMENT MARKING SHALL BE
REMOVED WHERE IT CONFLICTS WITH
PROPOSED CHANNELIZATION.
TA 57+53. STA 60+21.4
31.5'LT P 4 STA 59+86.6 12.5'RT END, MATCH EXIST.`
TA 57+03.2 f 1.4 RT PC 5
®G 1 20.5 LT PC 6
1.5 RT AP 5 9.6'LT PC 6 STA 60+33.5
0.3 LT END, MATCH EXIST. �---�.
12.5' RT AP 6 1.5' RT PC 5 � 20.6' LT PC 6.
23.5'RT A 6 12.5'RT P D STA 60+77.8 STA 60+93.0 g 20 0 20 40
f f f f
6 31.6 LT PC 4 5 STA 60+34.8 6J � 23.5'RT END, 0.8 LT END, MATCH EXIST.
23.5'RT P 6 ®?' MATCH EXIST.
1.8'RT PT mmmmiili
SCALE IN FLFT
SURVEYED: JFS . ,
w MeF� " '= CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. 7.01
DRAWN BY: CMF ti, og �rl ,�
�� ..Il PROJECT NO. 31796
DESIGN BY: TJPr x d - Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007)
FED AID NO. CM-1070(007)
CHECK BY: LBM HanmiGlobal Partner t
10230�tPoints e 400 Drive'�e �'31237 g,` APPROVEDFOR CONSTRUCTION SIGNING, STRIPING & GUARDRAIL PLAN DATE: June. 2013
P
ROJ MGR: LBM Kirkland, lrashm& 9= WrsTE�
Phone: (425) 822-4W Csl w�
411i
SHEET NO. 31 OF 44
NUMBER REVISION DESCRIPTION BY APP. DATE FAX (425)827-9577 ��,B: DA:!
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