HomeMy WebLinkAboutR-342618'ER
J H019 (TYP.)
ND GUTTER
DETAIL
CEMENT CONCRETE
CURB AND GUTTER
SEE DWG RD03 FOR DETAIL
CEMENT CONC. DRIVEWAY ENTRANCE TYPE B DETAIL
fI
m
SHATTUCK
Q STA 14+39.28, 17' LT
BEGIN DEPRESSED CURB ,
AND GUTTER y
Cn
O
z 0
w
U
.---_�_
Uj SHATTUCK f
r STA 14+44.28, 17Lam- t
Q
PROPERTY LINE
EXIST. �XIST. COMMERCIAL
PROPERTY LINE
ESIDENTI L ASPHALT DRIVEWAY f
CEMENT CONCRETE TO M TCH
EXISTING SURFACE ELEVATION
•,. + + + + EXIST. COMMERCIAL
+ + + + + + + + ASPHALT DRIVEWAY
+ + + + + + + +
+ ++++++ +++++++ gSPHALT
++ + + + + + +
+ jl + + + + + +
+ + + + + + +
+ + + + + + +
+ + + + + + rJ~-
J
o
C
0.465% FLOWLINE GUTTER SLOPE
FULL DEPTH SAWCUT
MATCH EXISTING GRADE
SIDEWALK T 1—
VARIES 2%
1:3 MAX
t
SHATTUCK STA 15+05.65
END DEPRESSED CURB AND GUTTER
BEGIN CEMENT CONC.
TRAFFIC CURB AND GUTTER
T/C= 26.19'
T/C=25.50' 10" THICK CEMENT CONCRETE
SHATTUCK
SHATTUCK
a_FL=25.33'
(COMMERCIAL DRIVE)
STA 14+99.65,
17' LT STA 15+11.24, 17' LT
z
T/C= 25.82
T/C= 26.21
FL=25.65'
FL=25.71'
N
0
6" THICK CEMENT CONCRETE
15+00
NOTE:
(RESIDENTIAL DRIVE
SHATTUCK AVE. R/W
FOR EXPANSION JOINT DETAILS
10" THICK CONCRETE
4" CSTC
PROFILE VIEW
CEMENT CONC.
SIDEWALK
NOTE:
FOR EXPANSION JOINT DETAILS
SEE CITY OF RENTON STD. PLAN F-03.
CEMENT CONC.
SIDEWALK
DRIVEWAY
P19, ti
S
,
ti O
CEMENT CONC. TRAFFIC CURB
AND GUTTER
SEE DWG RD02 FOR DETAIL
DEPRESSED CURB AND GUTTER
SEE DWG RD02 FOR DETAIL
6
MIN. 10" THICK CEMENT CONCRETE
IN APPROACH AREA
CEMENT CONC. DRIVEWAY ENTRANCE TYPE C DETAIL
0 ►. 1 . 5-.►1' wil row.
AS SHOWN ON CEMENT CONCRETE TRAFFIC
DWG RPOl-RP03 CURB AND GUTTER
f (ON STREET SIDE)
2%__
CURB VARIES FROM 0 TO 6
4" CEMENT
= I SEE CITY OF RENTON STD. PLAN F-03.
a
C
P
C;
a
a
CEMENT CONC. DRIVEWAY ENTRANCE TYPE A DETAIL
DMJM HARRIS AECOM
BELLEYUE, WASHINOTON 98004
PHONE: (425) 454-6800 FAX: (425) l+
APPROVED FOR CONSTRUCTION
CITY OF RENTON
DATE
�] ADDENDUM NO. 3
NO. REVISION
2'
6„
r.
1:12
M A7C SLOPE
4"
3/8" EXPANSION JOINT
SEE RENTON STD. PLAN F-03
CEMENT CONCRETE SIDEWALK
SEE DRAWINGS RS02 & RS03
CONCRETE SIDEWALK DETECTABLE WARNING PATTERN FOR WIDTH INFORMATION —
2" CSTC SEE DETAIL ON RENTON STD. PLAN F13-1
e SIDEWALK RAMP TYPE 5
SECTION
m woni m v.. W.
SURVEYED;
DESIGNED:
Y.JIm4G
O RMM:
Y.JIANG
CHECKED:
A.LASZLO
APPROOM
R.MEYER
MJI C' NTS
ONE NCH
AT FULL SCALE
F NOT ONE NCH
SCALE ACCORDINGLY
MATCH EXISTING
PAVEMENT ELEVATION
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
VERWAL- MEND 1988
HOWZONTA - HAD 1983/1991
DATU Y
r CITY OF
OR
RENTON
Public Works Dept.
FED AID NO.: ARRA-0167(044)
NOTES:
1. A MINIMUM 4' WIDE ACCESSIBLE ROUTE SHALL BE
MAINTAINED IN ALL PEDESTRIAN ACCESSIBLE AREAS.
2. CONTRACTION JOINTS SHALL BE PLACED ALONG SIDEWALKS
AT 15' MAXIMUM SPACING. ALL JOINTS SHALL BE CLEANED
AND EDGED.
3. DUMMY JOINTS TO BE PLACED AT 5' INTERVALS AND ALL
SIDEWALK JOINTS TO MATCH CURB AND GUTTER JOINTS.
4. CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES A, B & C
SHALL BE CONSTRUCTED OF AIR -ENTRAINED CONCRETE CLASS
3000 AND MAY BE POURED INTEGRAL WITH CURB.
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECT
PHASE 1
SHATTUCK AVE S STORMWATER BYPASS
PAVING DETAILS
PAGE;
RD01
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