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CONSTRUCTION NOTES:
54 CEMENT CONCRETE PEDESTRIAN CURB PER
WSDOT STD. PLAN F-10.12-03.
57 CEMENT CONCRETE TRAFFIC CURB AND GUTTER
PER CITY OF RENTON STD. PLAN 101.
59 DEPRESSED CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER CITY OF RENTON STD. PLAN 101.
60 PARALLEL CURB RAMP TYPE PARALLEL A
PER WSDOT STD. PLAN F-40.12-02.
0 5 10
SCALE IN FEET
PARALLEL A
GUTTER EL.17.81'
TOP OF CURB EL.18.31'
END DEPRESSED CURB AND GUTTER
BEGIN CURB AND GUTTER
MATCH
VALLEY 2+54.96, 46.70' LT
TOP OF CURB EL.18.39'
SIDEWALK EL.18.39'
END PEDESTRIAN CURB
END CURB RAMP
EXISTING
SIDEWALK
VALLEY 2+48.78,38.86'LT
SIDEWALK EL.17.65'
TOP OF CURB EL.18.15'
VALLEY 2+45.13 35.44' LT
SIDEWALK EL.17.59'
TOP OF CURB EL.18.09'
i
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i
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VALLEY 2+52.74 35.03'
VALLEY 2+38.93 30.79' LT
54
.,,
GUTTER EL. 17.57'
TOP OF CURB EL.18.03'
SIDEWALK EL. 18.03'
BEGIN PEDESTRIAN CURB
rSo ;:.;.' ' i"o
o ii
DETECTABLE WARNING
SURFACE 5.5' LENGTH X 2'
WIDTH
BEGIN CURB RAMP i yoo
5•
. ,
i"
SEE NOTE 9
a
10v o�
VARIABLE WIDTH
GRADE TO ��� N9
,�
CURB TOP
MATCH CURB RAMP 5
VALLEY
2+48.68 31.24' LT
GUTTER EL.17.51'
EXISTING CURB RAMP
WITHIN CITY OF RENTON ROW
���/�S
NOT AFFECTED BY UTILITY WORK
OA,
GENERAL NOTES:
FSA
1. SEE ALIGNMENT PLANS FOR ALIGNMENT DATA,
AY
RIGHT-OF-WAY, AND EASEMENT LOCATIONS.
59 VALLEY 2+41.46 26.08' LT
o Q
V '2018
2. SEE SITE PREPARATION PLANS AND ROADWAY
END CURB AND GUTTER
REL&I
FOR PAVEMENT SAWCUT AND PLANING
BEGIN DEPRESSED CURB AND GUTTER
LIMITSSECTIONS
GUTTER EL.17.45'
FOR
TOP OF CURB EL.17.95'
ppNSTRU
3. UTILITIES NOT SHOWN FOR CLARITY. SEE
CTION
EXISTING UTILITY PLANS.
CURB & GUTTER LIMITS
57
4. BARRIER, GUARDRAIL AND CURB CALLOUTS ARE
SEE SHEET PVD07
TO THE FACE OF BARRIER, GUARDRAIL OR CURB.
5. LONGITUDINAL JOINTS IN THE FINAL HMA LIFT
SHALL BE LOCATED ON A LANE LINE, EDGE LINE,
OR WITHIN THE PROPOSED SHOULDER.
6. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN
THE PROJECT LIMITS SHALL BE ADJUSTED TO
VALLEY LINE
3
FINAL GRADE.
7. ALL ITS BOXES AND ILLUMINATION BOXES WITHIN
E VALLEY
RD
THE PROJECT LIMITS SHALL BE ADJUSTED TO
FINAL GRADE. SEE ITS PLANS AND ILLUMINATION
PLANS FOR ADDITIONAL DETAILS.
8. SEE WSDOT STD. PLAN F-30.10-03 FOR SIDEWALK
DETAILS NOT SHOWN.
9 ET SURFACE SHALL CONSIST
BUILT
OFTR IS ET
UNCATED
DOMES PER WSDOT STD. PLAN F45.10-n1
TRUNCATED DOMES SHALL BE YELLOW.
FILE NAME
TIME
DATE
c:\pwworking\nai\schmidalld0321992\CB811_DE_PVD35.dgn
9:34:28 AM
RErGIION STATE FEDO..AID PROJ.NO.
or
� �oF c
R-
I-405 / SR 167 INTERCHANGE
2501
PLAN REF NO
PVD35
PLOTTED By
scnmiaal
schmid
10 WASH
DIRECT CONNECTOR
SHEET
DESIGNED BY A. SCHMIDTMAN JOB NUMBER
Washington State
ENTERED BY
A. SCHMIDTMAN
47018 p
364
CHECKED BY
N. SCHRADER REV 0 - RELEASED FOR CONSTRUCTION
05/07/18 CONTRACT NO. LOCATION NO.
GISTERF yr—
S'0NAl.
Department of Transportation
OF
PROD. ENGR.
C. CHEN REV A -FINAL REVIEW
04/25/18
Ea
PAVING DETAIL -
887
REGIONAL ADM.
L. ENG REVISION
DATE BY C8811
P.E. STAMP BOX ATE
P.E. STAMP Box DATE
E VALLEY RD CURB RAMP
SHEETS