HomeMy WebLinkAboutR-381249�Y 2+69.56, 1'67'60'ZT
FULL DEPTH ANGLE POINT
MATCH EXISTING
EL =
u
FULL DEPTH ANGLE POINT PLANE AND+INLA
MATCH EXISTING
PLANE AND INLAY ANGLE POINT MATCH EXISTING
FOR CURB RAMP DETAILS \
o- _
VALLEY 2+13.19, 73.25' LT
VALLEY 2+13.19 18.25' RT
IC CURB & GUTTER RADIUS
EL = 17.39'
VALLEY 1+78.44 18.25' LT
TRAFFIC CURB & GUTTER
-Yvy1MATQH _ExISTI - - - - - - -
1+78.44 16.25' & 17.25' LT `
ND INLAY ANGLE POINT
BEGIN FULL DEPTH
R =55'
1 .0 ' T II 1
S N - V TYP.
-- 1
�VA
E VALLEY RD
17.0E IL 16.52- K I
GIN FULL DEPTH
MATCH EXISTING---- -------------
57 VALLEY 1+21.50 17.52' RT
BEGIN TRAFFIC CURB & GUTTER
MATCH EXISTING
S-BUILT\'
ATKINSON
AUG 05 2019 �'yc
RELEASED FOR CONSTRUCTION
DC -A
1_ y
II i
I j VALLEY 3+61.00 17.70' LT & 12.86' RT
---� END PLANE AND INLAY
j 8 MATCH EXISTING
7
\ 6
- - - - - - - - - - - - - - - - - - - - - -
\ J
❑�� 5
JI� ------------------------ -
= - - - _ --_
1'TYP. 2 3 �4 - - -x .-.-.❑.
4A- - ................:.............................. ............
ALL 4080A
EET RW43
19TH FULL DEPTH ANGLE POINTS
PT #
❑
STATION
OFFSET
ELEVATION
(VALLEY)
2+50.90
30.51' LT
17.55'
2+64.01
18.00' LT
17.78'
3❑
2+71.33
18.00' LT
17.90'
4 ]
2+92.00
18.00' LT
18.13'
5❑
3+03.50
31.50' LT
18.14'
6❑
3+03.50
37.00' LT
18.14'
7❑
2+92.00
61.00' LT
18.14'
F
2+68.86
61.00' LT
17.94'
LEY 3+ 6' & 16.52' RT
END FULL DEPTH
T DD90 MATCH EXISTING -
TO MAINTENANCE VAULT VALLEY 3+61.00 17.52' RT
_ _END TRAFFIC Cal RB & GUTTER
MATCH EXISTING
fSB167 LINE
10
I W W
0.1T HMA CL.'A IN. PG 64-22 WEARING COURSE
0.75' HMA CL.lA IN. PG 64-22 LEVELING COURSE
PIPE
TRENCH
L
I
I
MATCH
EXIST
iHEETS 3' 3' SEE DRAI
TRENCH DETAIL
NOT TO SCALE
T
GENERAL NOTES:
1. SEE ALIGNMENT PLANS FOR ALIGNMENT DATA,
RIGHT-OF-WAY, AND EASEMENT LOCATIONS.
2. SEE SITE PREPARATION PLANS AND ROADWAY
SECTIONS FOR PAVEMENT SAWCUT AND PLANING
LIMITS.
3. UTILITIES NOT SHOWN FOR CLARITY. SEE
EXISTING UTILITY PLANS.
4. BARRIER, GUARDRAIL AND CURB CALLOUTS ARE
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
FINAL GRADE.
7. ALL ITS BOXES AND ILLUMINATION BOXES WITHIN
THE PROJECT LIMITS SHALL BE ADJUSTED TO
FINAL GRADE. SEE ITS PLANS AND ILLUMINATION
PLANS FOR ADDITIONAL DETAILS.
8. THE ENGINEER MAY DETERMINE IN THE FIELD
THAT A FULL STREET -WIDTH PLANE AND INLAY
IS REQUIRED DUE TO EXISTING PAVAMENT
CONDITION OR INCREASED TRENCH WIDTH.
9.CONTRACTOR TO RESTORE ROADWAY TO THE
CITY OF RENTON RESTORATION STANDARDS
FOUND IN CHAPTER 10 OF THE RENTON
MUNICIPAL CODE.
19TH LEFT EOP/FACE OF GUTTER (A/4)
PTO#
I (
OFFSET
ELEVATION
O2+13.19
17.25' LT
17.44'
02
2+41.01
24.65' LT
17.44'
03
2+61.48
44.90' LT
17.84'
17.83'
04
2+69.18
72.64' LT
CONSTRUCTION NOTES:
57 CEMENT CONCRETE TRAFFIC CURB AND GUTTER
PER CITY OF RENTON STD. PLAN 101.
HMA (FULL DEPTH)
HMA (PLANE 0.15'AND INLAY)
0 25 50 Cf Cr 6� RETAINING WALL
SCALE IN FEET xxi- - FENCE
CONCRETE BARRIER
FILE NAME c:\pwworking\nai\schmidal\d03219921CB811_DE_PVD07.dgn
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�,� ,p mote
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SIONAL E° ?
P.E. STAMP BOX GATE
P.E. STAMP BOX GATE
MP
Washington State
Department of Transportation
1-405 / SR 167 INTERCHANGE
DIRECT CONNECTOR
TIME 1:09:31 PM
REND N
STATE
FED.AID PROJ.NO.
PLAN REF NO
PVD07
DATE 6/7/2019
10
was
PLOTTED BY schmidal
DESIGNED BY P. CROWLEY
REV 1 - RF10328 & RF10364
06/05/19
JOB NUMBER
SHEET
338
OF
as7
SHEETS
ENTERED BY A. KIRDAHY
REV 0 - RELEASED FOR CONSTRUCTION
05/07/18
CHECKED BY A. SCHMIDTMAN
REV B -FINAL REVIEW
04/25/18
CONTRACT NO.
C8811
LOCATION NO.
PROJ. ENGR. C. CHEN
REV A - PRELIMINARY REVIEW
10/20/17
PAVING DETAIL -
E VALLEY RD & SW 19TH ST I/S
REGIONAL ADM. L. ENG
REVISION
DATE
BY