HomeMy WebLinkAboutR-381247N
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WSDOT NOISE WALL E5
(SEE NOISE WALL SHEE
S. 14TH STREET (LOCAL STF< C /
- _
V - --
PROPOSED CATC
BASIN (TYP.)
I � /
WSDOT ROW LINE--7�
T--__
_---��
14ST 20+10.19
40' T
T POKAR
A E Epl� �TYP.)
UCTI.ON " =-'==::;----, f
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TO PROPOS
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CATCH BASIN
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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. SEE DRAINAGE
SHEETS FOR ADDITIONAL DRAINAGE FEATURE INFORMATION.
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.
0 10 20
SCALE IN FEET
FILE NAME
c:lpwworkinglnai
TIME
1:03:26 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
U - RCLCFIACU run ,uma
B -FINAL REVIEW
A - PRELIMINARY REVIEW
REVISION
t
/
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WSDOT NOISE WALL E5
(SEE NOISE WALL SHEETS)
y
k �X
S. 14 H STRFFT 8 ncai c-rc-,
PROPOSED CA
BASIN (TYP.)
WSDOT ROW LINE) r
----- - - -- -+ --
- - 14EGINtST 20+91.60 , 23.10' RT 14ST 22+66.08 , 40' RT /
`"'----•..--_ - �\I B-E31TCH
/
- _ 14ST 20+95.86 " 40'-R-T- TEMPORARY CONSTRUCTION
/ EASEMENT -
GRADE TO P POSED DITCH
I FROM EXISTI DRIVEWAY
I
I
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I 1
1 l
1
WHITWORTH LEFT EOP (A/4)
PT #
STATION
OFFSET
ELEVATION
(14ST)
O1
20+10.19
10.00' RT
71.49'
71.24'
O2
20+27.68
15.62' RT
O3
20+38.67
30.39' RT
72.33'
O4
20+38.88
48.78' RT
75.03'
41GOR)N STATE.
10 WAS
JOB NUMBER
03/13/17
12/20/16 CONTRACT NO.
10/10/16 C8811
DATE BY
WHITWORTH RIGHT EOP (A/4)
PT #
STATION
OFFSET
ELEVATION
(14ST)
O7
20+95.86
20+82.37
10.00' RT
69.17'
O2
13.20' RT
69.38'
O3
20+71.76
22.13' RT
69.96'
(
20+66.30
34.88' RT
71.26'
AS=BUILT
�g J. SCb
FED.AID PROJ.NO.
LOCATION NO.
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1
MORRIS LEFT EOP (A/4)
PT #
STATION
OFFSET
ELEVATION
(14ST)
O1
22+66.08
22+82.53
10.00' RT
52.93'
52.30'
O2
14.92' RT
O3
22+93.60
28.07' RT
52.60'
()22+95.64
45.12' RT
54.10'
DATE
P.E. STAMP BOX
AdElk
I_
Washington State
Department of Transportation
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1
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.. 13201�
MORRIS RIGHT
EOP (A/4)
PT #
STATION
OFFSET
ELEVATION
(14ST)
O1
23+56.32
4.00' RT
51.07'
OZ
23+41.42
8.10' RT
50.91'
O3
23+27.27
17.75' RT
50.97'
(
23+20.78
31.82' RT
51.80'
1-405 / SR 167 INTERCHANGE
DIRECT CONNECTOR
S. 14TH ST. INTERSECTION DETAILS
S
19w_112M04 1-M
SHEET
335
OF
887
SHEETS