HomeMy WebLinkAboutD-3426150
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SECT.18 T.23N. R.5E, W.M.
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TORM I 8 SANITARY SEWER -®
BEGIN PROJECT
I SEiER 2
I
BEGIN CONSTRUCTION ,rcP
5 -
: —_ _Ea
SHATTUCK AVE 10 +23
I
PROPOSED PAVING LIMIT
__ __ A J �✓� _` — ��
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0 0
N
00
rT
S i REEI
SKIN
- -_ — — T — —c -- __-
- SHATTUCK STA 1Q +23
nRKNO
BEGIN HMA PAVEMENT
AND HMA PAVEMENT OVERLAY
MATCH EXISTING
GENERAL NOTES:
1. SEE DWG SD01 -SD03 FOR LOCATION OF STORM DRAIN.
CONSTRUCTION NOTES:
OINSTALL MONUMENT CASE AND COVER (BY OTHERS).
COORDINATE INSTALLATION WITH CITY OF RENTON.
23 REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTER
AS NEEDED DURING CATCH BASIN INSTALLATION. I'
ANGLE POINTS
ROADWAY SECTION
A
POINT
STREET
B
LOCATION
£
O1
SHATTUCK
STA
10 +23.0,
28.0'
LT
2O
SHATTUCK
STA
11 +12.3,
28.0'
LT
3O
SHATTUCK
STA
11 +12.3,
29.5'
LT
®
SHATTUCK
STA
11 +97.0,
29.5'
LT
5O
SHATTUCK
STA
11 +97.0,
25.1'
LT
� I
0 0
N
00
rT
S i REEI
SKIN
- -_ — — T — —c -- __-
- SHATTUCK STA 1Q +23
nRKNO
BEGIN HMA PAVEMENT
AND HMA PAVEMENT OVERLAY
MATCH EXISTING
GENERAL NOTES:
1. SEE DWG SD01 -SD03 FOR LOCATION OF STORM DRAIN.
CONSTRUCTION NOTES:
OINSTALL MONUMENT CASE AND COVER (BY OTHERS).
COORDINATE INSTALLATION WITH CITY OF RENTON.
23 REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTER
AS NEEDED DURING CATCH BASIN INSTALLATION. I'
D- 342615
3 PROFILE Q 20 0 20 40
E SCALE: H: 1"=20'
o V: 1"=5'
SCALE IN FEET
a
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220
C
APPROVED FOR CONSTRUCTION
v I Y41 A4
IIA�' �w,
CITY OF RENTON
DESIGNED:
R.O'BRIEN
l8 DRAWN:
R.O'BRIEN
DATE CHECKED:
A. LASZLO
A PROVED:
NO. REVISION BY DATE APPR R.MEYER
SCALE 1 „_20,
VERTICAL NAVD 19e
HORIZONTAL HAD 1983,
ROADWAY SECTION
A
ROADWAY SECTION
DATUM
B
ROADWAY SECTION.
£
C
SCALE ACCORDINGLY
ROADWAY EXCAVATION INCL. HAUL - 447 CY
Lei.
35
35
U
SHATTUCK STA 10 +35 19' LT
BEGIN ASPHALT SWALE
ELEV = 23.55' SWALE GRADE LINE
SHATTUCK STA :11 +62,: 19' LT
C
30
. _ SWALE ANGLE :POINT 30
i
ELEV = 24.25` EXISTING SHATTUCK AVE. R/W
K
EXISTING GROUND
.-
25
-- - - - - -- - -- - - - - - --
- - - - --
- ---__
0.'60% SWALE SLOPE 0.42% SWALE SLOPE
LL
7 p n
L
10 +00 11 +00 12 +00
13 +00
1
D- 342615
3 PROFILE Q 20 0 20 40
E SCALE: H: 1"=20'
o V: 1"=5'
SCALE IN FEET
a
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220
C
APPROVED FOR CONSTRUCTION
v I Y41 A4
IIA�' �w,
CITY OF RENTON
DESIGNED:
R.O'BRIEN
l8 DRAWN:
R.O'BRIEN
DATE CHECKED:
A. LASZLO
A PROVED:
NO. REVISION BY DATE APPR R.MEYER
SCALE 1 „_20,
VERTICAL NAVD 19e
HORIZONTAL HAD 1983,
DATUM
ON�Ai
FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
A _ CITY OF
ML PENTON
Public Works Dept.
FED AID NO.: ARRA- 0167(044)
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECT
PHASE 1
SHATTUCK AVE S!STORMWATER BYPASS
ROADWAY PLAN AND PROFILE
STA 10+00 TO STA 13 +50
PAGE
RP01
sHEET:15 OE 48
3426'