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HomeMy WebLinkAboutR-3426070
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I 3"
SHATTUCK AVE.
30'
STORM DRAIN F7]
16.4' AND VARIES TO 20'
28'
19' I 17'
VARIES
NEW CROWN
❑1
3 L/
EXISTING CROWN
48" STORM DRAIN TRENCH,
SEE DWG SD08 FOR DETAILS
ROADWAY SECTION A—SHATTUCK AVE.
STA 10+23 TO STA 11 +12
SHATTUCK AVE.
30' �ly 30'
STORM DRAIN
x1fhRIES 39' TO 37.9" 16.4'
wl
19 I 17
NEW CROWN
I
VARIES ❑1
I VARIES_ —�
41 -.
1 1 3„
I � I `--�
2 033' �I r—_ _J 14 EXISTING CROWN
I I
I I
I I
I
I O I�
I I
--- -------- --J
48" STORM DRAIN TRENCH,
SEE DWG SD08 FOR DETAILS
ROADWAY SECTION B-SHATTUCK AVE.
DMJM HARRIS AECOM
PHONE: (425)454aeee FAX: (425) 4eaa=D
STA 11+12 TO STA 11+97
APPROVED FOR CONSTRUCTION
CITY OF RENTON
DATE
NO.
EXISTING GROUND
i�
I�
Ix
Iw
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I
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I
EXISTING GROUND
REMSION
I
3:
1 ARIES 37.9' TO 32.9'
wj
I
I
I
I
I
I
I
I
I 0
r I VARIES
0
SHATTUCK AVE.
q SHATTUCK AVE.
3 0'
STORM DRAIN
—0116.4' AND VARIES TO 14.71'�
19' 17'
NEW CROWN
i
VARIES ;; a
3 0'
3 O1 O O
14 EXISTING CROWN
48" STORM DRAIN TRENCH,
SEE DWG SD08 FOR DETAILS
ROADWAY
SECTION
C-SHATTUCK
AVE
srn
11+97 TO
srn
is+az.aa
17'
CONSTRUCT FLOW LINE OF CURB AT
CONSTANT SLOPE BETWEEN STORM
STRUCTURES. SEE SD SHEETS FOR RIM
ELEVATIONS.
EDGE CONDITION DETAIL
DESIDAM:
Y. JIANG
DRAwrt Y.JIANG
CHECKED:
R.MEYER
B Y DATE APPR R. MEYER
N TS
�" NTS
ATT�11I 51AIF
IF NOT ONE INCH
SCALE ACCORDINGLY
bE]iX&: NMO 1988
HORIZONTAL NAD 1983/19131
DATU M
EXISTING
CURB
r
II
LJ
CITY OF
RENTON
Public Works Dept.
FED AID NO.: ARRA-0167(044)
EXISTING GROUND
NOTES:
FilMAX CROSS SLOPE OF 5.0%
3 MATCH EXISTING PAVEMENT SURFACE ELEVATION.
AT EXISTING CURB
❑16.2' AND TAPERS FROM STA. 12+74,
16.2' LT. TO STA. 14+ 38.35, 14.85' LT.
STA. 11 +98 TO STA. 14+02.85
El
SWALE GRADE LINE
SEE DWG RP01 AND RP02 FOR PAVED SWALE ELEVATION
❑7 SEE DRAINAGE PLAN FOR LOCATION
OF STORM DRAIN
SEE EDGE CONDITION DETAIL ON THIS DRAWING
F5-1
GENERAL NOTES;
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS
SURFACING LEGEND;
1O HMA CL. 1/2 IN. PG 64-22 SURFACE COURSE
(D2" PULVERIZED ASPHALT
3O PULVERIZE, GRADE AND COMPACT EXISTING ASPHALT
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECT
FIELDPHASE 1 PAGE-- .
PAGE:
SHATTUCK AVE S STORMWATER BYPASS
TYPICAL SECTIONS RS01
1 OF 5 l CU�. 77. .
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