HomeMy WebLinkAboutR-381210N
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NOISE WALL E5 14ST
I
3' 3' VAR. VAR.
_
MAINTENANCE
ACCESS
EXISTING GROUND
6' VAR.
6'-13.2'
4
VAR. VARIES _
0.35'/
PIVOT POINT
14ST ROADWAY SECTION A - 10+02.36 TO 14ST 10+34.88
RELOCATED WSDOT
67-N ROADWAY 3' I I 3' 4'
?•r
14ST
L
I
12' VAR. R/W
INTENANCE
ACCESS EXISTING
j GROUND
6'
I
�VARIES�
PROFILE AND �1,5
3' 1 1 3' 4'
NOTES:
14ST
1.
ALL SURFACING AND PAVING DEPTHS ARE COMPACTED
DEPTHS. COURSES SHALL NOT EXCEED DEPTHS DEFINED
I
IN THE WSDOT STANDARD SPECIFICATIONS.
18' VAR. R/W
2.
ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.
EXISTING
i
�
GROUND 3.
SEE SITE PREPARATION PLANS FOR SAWCUT LIMITS.
4.
SEE PVD01-PVD04 SHEETS FOR BARRIER AND CURB TYPES.
5.
SEE PVD01-PVD04 SHEETS FOR PAVING AND BARRIER
NOT INCLUDED WITHIN STATION RANGES.
VARIES
6.
CROSS SLOPE VARIES. SEE SUPERELEVATION DIAGRAM ON
PR01-PR03 SHEETS.
0.50' �R�OUGH1.5'
7.
SEE SHEETS PVD02A AND PVD03A FOR ADDITIONAL GRADING
2 uDING�
oonou o n�.,, - ..r ���.
INFORMATION.
14ST ROADWAY SECTION D -
14ST 15+12.08 TO 14ST 17+30.49
14ST 18+24.88 TO 14ST 20+03.19
14ST 21+02.86 TO 14ST 22+59.08
14ST 23+47.81 TO 14ST 23+99.76
3' 1 1 3' 4'
14ST
L
INTERSECTION
THICKENED EDGE
[%-u 5---------�/
/0.5'
14ST 16+30.00 TO 14ST 16+94.00
EXISTING GROUND
SEE PAVING PLAN5 FOR DETAILS
I
I
VAR. =
0.50'.
VARIES
VAR.
EXISTING
RIW
'MATCH EXISTIN
EXISTING -.
GROUND \
-l- --
- - - - - -
- - -
*CROSS SLOPE VARIES.
MATCH EXISTING.
VARIES
3
0... MI
CROSS STREET SECTION A -
+0.6
2
.7
WHIT +2 8
TO WHIT 1+47 63
PIVOT POINT **MORR 4+00.00 TO MORR 4+61.19
VARIES 3 *CROSS SLOPE VARIES AT CROSS STREETS.
RELOCATED WSDOT 0.50' MI SEE SUPERELEVATION DIAGRAM FOR CROSS SLOPE.
NOISE WALL ES
14ST ROADWAY SECTION E - 14ST 14+12.83 TO 14ST 15+12.08 (DAVIS AVENUE)**
14ST 14ST 17+30.49 TO 14ST 18+24.88 (SHATTUCK AVENUE)`*
14ST 20+03.19 TO 14ST 21+02.86 (WHITWORTH AVENUE)**
I 14ST 22+59.08 TO 14ST 23+47.87 (MORRIS AVENUE)**
E N167-N ROAD Y 3' 3' 4' 12' 1.5' MIN. RIW **INCLUDES BARRIER TERMINALS LEGEND
SECTIONS MAINTENANCE 14ST
ACCESS rL
6' I 6' i O1 HMA CL. 1l2 IN. PG 70-22 WEARING COURSE
I EXISTING
?,r j 1.5:1 GROUND 12' O HMA CL. 1/2 IN. PG 64-22 LEVELING COURSE
2% � MAINTENANCE
_________ ACCESS
RIGHT OF WAY FENCE I O CRUSHED SURFACING BASE COURSE
0.35' PROFILE AND � 1.0' MIN. (SEE SHEET PV12 FOR 2' 8' 4'
2 PIVOT POINT LIMITS) \ � O4 COMMON BORROW INCLUDING HAUL
_ _ I EXISTING GROUND
- - - - - VARIES 3 ROUGH GRADING VAR._ O GUARDRAIL
0.35' MI (BY OTHERS)
14ST ROADWAY SECTION C - 14ST 10+80.00 TO 14ST 11+55.00 'L1 �\� O BARRIER
ATKINSON �� 0.35' 2 PROFILE AND � \
---- PIVOT POINT O7 EXTRUDED CURB
VARIES 3 ROUGH GRADING
0.35' MI (BY OTHERS) O PCCP GRINDING
AUG 0 5 2019 i iv 14ST ROADWAY SECTION F - 14ST 23+99.76 TO 14ST 25+62.26
O9 DOWEL BAR RETROFIT
AS -BUILT RELEASED FOR CONSTRUCTION ,a RETAINING WALL
(SEE WALL PLANS FOR DETCII -)
R-3Ql21
FILE NAME c:lpwworkingknai\schmidalkd0321992IC8811_PS_RS01.dgn
TIME 9:34:48 AM REGION'STATE FED.AID PROJ.NO. Py sr, PLAN REF NO
DATE 6/6/2019
PLOTTED BY schmidal REV 2 - RF10358 06/05/19 10 was �� W AS��"� I-405 / SR 167 INTERCHANGE RS01
DESIGNED BY N. SCHRADER REV 1 - RF10103 08/08/17 JOB NUMBER DIRECT CONNECTOR
Washington State SHEET
ENTERED BY N. SCHRADER REV 0 - RELEASED FOR CONSTRUCTION 03/13/17 2F;,'' E,, , Rio 9 8
CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW 12/20/16 CONTRACT NO. LOCATION NO. `.+,ONAL� � Department of Transportation 8OF
87
C8811
PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 ROADWAY SECTIONS S. 14TH STREET
REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX DATE P.E. STAMP BOX DATE SHEETS
14ST ROADWAY SECTION B - 14ST 10+34.88 TO 14ST 10+80.00
14ST 11+55.00 TO 14ST 14+12.83