HomeMy WebLinkAboutR-381244SEC.19 T.23N. R.5E. W.M.
14ST 23+56
SPACED AT 4' O.C.
END CONCRETE BARRIER W/
14ST 23+43.19. 8.01' LT
END HMACURB\30
14ST 22+88,53, 8.66' LT
BEGIN CONCRETE BARRIER W/ TERMINAL PAVEMENT ANGLE POINT'',
14ST 21+02.86, 8.00' LT
END CONCRETE BARRIER W/ TERMINAL 38
14ST 20+62.96 AP
BEGIN HMA CURB
% -\14ST 22+59.08, 8.00' LT
WSDOT NOISE WALL ES - - - - ---------
- \SEND HMA CURB F-----
--- - - - - -- -- -- --
(SEE NOISE WALL SHEETS r
I
BEGIN CONCRETE BARRIER W/TERM INAL
i I
C
14ST 23+47.66 PI
I
I
I
I
14ST 23+36.69 AP
I
N 1 .1 00 LI
I
72° 8 °'
I
•
W
I
I II
I
r o
R=30'
S 89°41'22 E
R=30' o
R=30'
, R=30,
R/W
/
__ __ __________________________ __
L
o
5+08.7
R23_+13.60
OE _
14ST
_20+63.1j3 _ _-` --- ---
-- 12.5'I
-
f; I
I
=_ TE PORARY:CQ5 CTIO ` "1 10'
R_A MENT - -
1
g ,
SEE IN ERSECTION 18'+/-
_)` ,
I
GRADING DETAIL ON SHEE PV
SEE I CTION /
WHIT 1+27.82, 8.97 LT
GRADING DETAIL ON SH T I
I
BEGIN FULL DE H
TCH EXISTIN l;; + -7--__
WHIT 1+27.88 9.
* I
l; '�
BEGIN FULL DEPTH I
I
I v 1
I
I_
_ MATCH EXISTING
I-
M R 4 0.00 10.10' LT 1 I e[
/
! MATCH EXISTING
W 1 WHIT 14 94 POB I
I
J't� N 173549.fi __.-�����- --- I l ,
I E_ 1299552. 8 M 6RR 4+00.00, 11.9T RT
BEGIN FULL DEPTH
...........
-- / MATCH EXISTING
/ ' \\ ,
- .!� � � I _ � / �__ y ' I MORR 4+00 POB _
N 173585.08
E 1299799.43
-r
/
0 25 50
SCALE IN FEET
FILE NAME
c:lpwworkinglna:
TIME
1:01,10 PM
DATE
3/1312017
PLOTTED BY
SchradNJ
DESIGNED BY
N. SCHRADER
ENTERED BY
N. SCHRADER
CHECKED BY
A. SCHMIDTM/
PROJ. ENGR.
C. CHEN
REGIONAL ADM.
L. ENG
9921C8811
0 -RELEASED FOR CONS
B -FINAL REVIEW
A -PRELIMINARY REVIEW
03/13/17
REGION I STATE I FED.AID PROJ.NO.
NO.
10 WAS
JOB NUMBER
CONTRACT NO. I LOCATION NO.
10/10/16
DATE C8811
BY
BOX
GENERAL NOTES:
1. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED
RIGHT-OF-WAY PLANS.
2. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY
PLANS.
3. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE
OF BARRIER, OR CURB.
4. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH
STREET SHALL BE ADJUSTED TO FINAL GRADE.
5. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED
TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS.
6. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN
BUILDER'S OPERATION SHALL BE REPLACED AT NO COST
TO THE CONTRACTING AGENCY.
7. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND
REMOVAL LIMITS.
CONSTRUCTION NOTES:
30 CONSTRUCT CONCRETE BARRIER TYPE 2 PER
WSDOT STD. PLAN C-8.
32 CONSTRUCT BOLLARD TYPE A PER CITY OF
RENTON STANDARD PLAN H021.
38 CONSTRUCT HMA TYPE 1 CURB PER WSDOT
STANDARD PLAN F-10.42-00.
9
AS -BUILT
AdElk
I_
Washington State
Department of Transportation
LEGEND
HMA (FULL DEPTH)
NOISE WALL
••••• BOLLARD
xxx- - FENCE
- CONCRETE BARRIER
� �S
&A SON
111611946011019
�S R 1 ��41?
PLAN REF NO
1-405 / SR 167 INTERCHANGE PVD03
DIRECT CONNECTOR
SHEET
332
OF
887
PAVING DETAIL - S. 14TH STREET SHEETS