HomeMy WebLinkAboutSWP2703426.15T
0
rr
6,
u
CEMENT CONCRETE
CURB AND GUTTER
SEE DWG RD03 FOR DETAIL
FULL DEPTH SAWCUT
MATCH EXISTING GRADE 7' 5.5' 0.5'
SIDEWALK
- VARIES 2�
'ER
H019 (TYP.)
10" THICK CONCRETE
4" CSTC
PROFILE VIEW
ND GUTTER
DETAIL
CEMENT CONC.
SIDEWALK
NOTE:
FOR EXPANSION JOINT DETAILS
SEE CITY OF RENTON STD. PLAN F-0 .
I07104LVAa T xA
CEMENT CONC.
SIDEWALK -- -
NTN
10
CEMENT CONC. TRAFFIC CURB
AND GUTTER
SEE DWG RD02 FOR DETAIL
DEPRESSED CURB AND GUTTER
SEE DWG RD02 FOR DETAIL
MIN. 10" THICK CEMENT CONCRETE
IN APPROACH AREA
CEMENT CONC. DRIVEWAY ENTRANCE TYPE C DETAIL
CEMENT CONC. DRIVEWAY ENTRANCE TYPE B DETAIL
SIDEWALK RAMP WIDTH
AS SHOWN ON CEMENT CONCRETE TRAFFIC
1:3 MAX DWG RP01-RP03 CURB AND GUTTER
'(ON STREET SIDE)
3 PROPERTY LINE PROPERTY LINE 1 2%
1
--CURB VARIES FROM 0" TO 6"
i
i
4" CEMENT
6'
2'
6" 1:12
3/8" EXPANSION JOINT
SEE RENTON STD. PLAN F-03
4 31
CEMENT CONCRETE SIDEWALK
SEE DRAWINGS RS02 & RS03
Cn CONCRETE SIDEWALK DETECTABLE WARNING PATTERN FOR WIDTH INFORMATION
SEE DETAIL ON RENTON STD. PLAN F13-1
— EXIST. SEXIST. COMMERCIAL EXIST. COMMERCIAL -- SHATTUCK STA 15+05.65 -- 2" CSTC
o RESIDENTIAL ASPHALT DRIVEWAY ASPHALT DRIVEWAY --- -
o SHATTUCK END DEPRESSED CURB AND GUTTER
STA 14+39.28, 17' LT BEGIN CEMENT CONC.
i - CEMENT CONCRETE TO MATCH
w BEGIN DEPRESSED CURB - - TRAFFIC CURB AND GUTTER
EXISTING SURFACE ELEVATION
u.' AND GUTTER T/C=26.19'
1 13'
o r6' SIDEWALK
O
- - ---
SHATTUCK
0.57% FLOWLINE GUTTER SLOPE -
> STA 1-4+44.28, 17' LT - - - - • - - - -
T/C=25.50' 10" THICK CEMENT CONCRETE SHATTUCK SHATTUCK
FL=25.33' (COMMERCIAL DRIVE)
STA 14+99.65, 17 LT STA 15+11.24, 17 LT
T/C=25.82' T/C=26.21'
FL=25.65' FL=25.71'
LO ---6 THICK CEMENT CONCRETE 15+00 NOTE:
o (RESIDENTIAL DRIVE)
co
--- SHATTUCK AVE. R/W FOR EXPANSION JOINT DETAILS
SEE CITY OF RENTON STD. PLAN F-03.
E
D
0
CEMENT CONC. DRIVEWAY ENTRANCE TYPE A DETAIL
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5600 FAX: (425) 454-0220
APPROVED FOR CONSTRUCTION
CITY OF RENTON
2�
DATE
ADDENDUM NO. Xi f-
NO. I REVISION
SECTION
YD 07/09
BY DATE I APPR
SURVEYED:
DESIGNED:
Y.JIANG
DRAWN:
Y.JIANG
CHECKED:
A. LASZLO
APPROVED:
R.MEYER
MATCH EXISTING
PAVEMENT ELEVATION
SIDEWALK RAMP TYPE 5
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.
D=342618
RAINIER AVE S (SR 167)
SCALE: NTS HORIZONTAL:
NAVD 1988 IMPROVEMENTS PROJECT
NAD 1983/1991 CITY OF %� PHASE 1
:
"RENTON SHATTUCK AVE S STORMWATER BYPASS
DATU M
ONE INCH Public Works Dept. PAVING DETAILS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FED AID NO.: ARRA-0167(044)
PAGE:
RD01
7:18 OF:48
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JD - 12734121116