HomeMy WebLinkAboutR-381246N
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WSDOT NOISE WALL ES
(SEE NOISE WALL SHEE
ATKINSON
AUG 0 5 2019
RELEASED FOR CONSTRUCTION
/
OCAL STREET);7�
3�
v
WSDOT ROW LINE
/
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14ST 92 14+18.50' RT
G DIT QjH
14ST 14+24.03 40' RT
14ST 15+01.65 40' RT
,
i� 14ST 14+50 3 .5&RT
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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
DAVIS LEFT EOP (A/4)
PT #
STATION
OFFSET
ELEVATION
(14ST)
O7
14+24.03
10.00' RT
104.79'
105.52'
O2
14+40.27
14.78' RT
O3
14+51.34
27.59' RT
107.40'
O4
14+53.98
38.28' RT
108.92'
06
/SDOT NOISE WALL -
(SEE E W `SHEETS) ` ► _ -
�i
S.14TH S REET (LOCAL STREET)
i
O
�z l \\ST S \ Ste- ST - ST
PROPOSED CATCH
-�-BASIN
\
I \ Z I 11
WSDOT ROW LINE
- - _ \ l\ �♦ \ 1 - I L 14ST 18+17.26 40� RT
I I I I ♦ I/ �� ►
14ST 17+38.49 40' R-
/ \ GRADE TO - -
GRA E O PROPOS ' \ W / / PROPOSED DITCH - - -
CAT H BASIN
11 � (A
I I i 01 .
I
DAVIS RIGHT
EOP (A/4)
PT #
STATION
OFFSET
ELEVATION
(14ST)
O7
15+01.65
14+91.95
10.00' RT
106.28'
106.47'
O2
11.61' RT
O3
14+83.29
16.28' RT
106.72'
(
14+76.61
23.49' RT
107.22'
SHATTUCK LEFT EOP
(A/4)
PT #
STATION
OFFSET
ELEVATION
(14ST)
O1
17+38.49
17+55.34
10.00' RT
15.18' RT
97.41'
96.60'
O2
O3
17+66.37
28.94' RT
97.55'
(:)
17+67.78
46.50' RT
100.39'
SHATTUCK
RIGHT EOP (A/4)
PT #
STATION
OFFSET
ELEVATION
(14ST)
O1
18+17.65
10.00' RT
92.12'
93.59'
OZ
18+06.32
12.79' RT
O3
17+96.85
21.74' RT
94.77'
(
17+92.07
33.87' RT
96.6Y
TO THE CONTRACTING AGENCY.
7. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND
REMOVAL LIMITS.
AS=BUILTi
0 10 20
SCALE IN FEET
R-3 124
FILE NAME c:lpwworkinglnai\schmidalkd0321992IC8811_DE_PVD02A.dgn
TIME 8:00:19 AM
DATE 6/6/2019
REGION STATE FED.AID PROJ.NO.
'
o�^S ►, 's H
Fwasr,,� ,o
PLAN REF NO
1-405 / SR 167 INTERCHANGE PVD02A
PLOTTED BY schmidal
10 WAS
H z �
-"
�I/
DIRECT CONNECTOR
DESIGNED BY N. SCHRADER REV 1 - RF10358
06/05/19
JOB NUMBER
Washington State
SHEET
ENTERED BY N. SCHRADER REV 0 -RELEASED FOR CONSTRUCTION
03113/17
2 47 0 ��
334
CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW
12/20/16
CONTRACT NO. LOCATION NO.
F, �cI STr,R�.`
F`
Department of Transportation
OF
PROD. ENGR. C. CHEN REV A - PRELIMINARY REVIEW
REGIONAL ADM. L. ENG REVISION
10/10/16
DATE BY
C8811
✓ DAAI
DATE
P.E. STAMP BOX P.E. STAMP BOX
one
887
S. 14TH ST. INTERSECTION DETAILS SHEETS