HomeMy WebLinkAboutD-342618•
0
0
0
0
C.
3
0
E
0
I
Jll. UYYV \UvJ I VI\ UL 1h 1l_
'ER
I H019 (TYP.)
ND GUTTER
DETAIL
CEMENT CONC. DRIVEWAY ENTRANCE TYPE B DETAIL
SHATTUCK
STA 14 +39.28, 17' LT
BEGIN DEPRESSED CURB'\
AND GUTTER
PROPERTY LINE
COM M E R C��IA��.,
ALT DRIVEWAYI
PROPERTY LINE
13
FULL DEPTH SAWCUT
MATCH EXISTING GRADE
SHATTUCK STA 15 +05.65
/END DEPRESSED CURB AND GUTTER
BEGIN CEMENT GONG.
TRAFFIC CURB AND GUTTER
T /C- 26.19'
7' 5.5'
SIDEWALK
VARIES 2%
0.5'
"10" THICK CONCRETE
4" CSTC zh
PROFILE VIEW
CEMENT CONC.
SIDEWALK
11' 0
CEMENT CONC.
SIDEWALK -�
1>•
CEMENT GONG. TRAFFIC CURB
AND GUTTER
\j SEE: DWG RD02 FOR DETAIL
NOTE: DEPRESSED CURB AND GUTTER
SEE DWG RD02 FOR DETAIL
FOR EXPANSION JOINT DETAILS 6
SEE CITY OF RENTON STD. PLAN F -03. MIN. 10" THICK CEMENT CONCRETE
IN APPROACH AREA
CEMENT CONC. DRIVEWAY ENTRANCE TYPE C DETAIL
6'
SIDEWALK RAMP WIDTH
AS SHOWN ON CEMENT CONCRETE TRAFFIC 2' — 3/8" EXPANSION JOINT
DWG RP01 -RP 03 CURB AND GUTTER SEE RENTON STD. PLAN F -03
�— �(ON STREET SIDE) 6" -I 1:12
2% ' -MAX E
\ 4„ \
CURB VARIES FROM 0" TO 6"
�j DMJM HARRIS I AECOM
1 10900 NE 8TH STREET, SUITE 750
o I BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220
N
I
APPROVED FOR CONSTRUCTION
CITY OF RENTON
4" CEMENT
CONCRETE SIDEWALK
2" CSTC
Al
SECTION
MATCH EXISTING
PAVEMENT ELEVATION -` CEMENT CONCRETE SIDEWALK
SEE DRAWINGS RS02 & RS03
DETECTABLE WARNING PATTERN FOR WIDTH INFORMATION - --
SEE DETAIL ON RENTON STD. PLAN F13 -1 -?
SIDEWALK RAMP TYPE 5
Q 1
DATE
o
DESIGNED:
Y.JIANG
NTS
ON E INCH
u NAv- 1e1
NORRDI &.. NAG 1983,
DATUM
6
SIDEWALK
o
, CJ
DRAWN:
Y.JIANG
SHATTUCK
_ 0.5 l FLOWLINE GUT TER SLOPE
L
AT T O ` " ""
IF NOT ONE INCH
SCPLE ACCORDINGLY
STA -14 +44.28, 17' LT-
j • -)
- -
- - - -
-
/
\ 1COMM
(
E /SHATTUCK
DATE
APPR
SHATTUCK
FLC25.330
RCIA 6RIVECONCR
��
STA
14 +99.65, 17'
LT \
STA 15_ +11.24, 17' LT
r T /C=
25.82'
T /C= 26.21'
FL= 25.65'
FL= 25.71'
�-- 6" THICK CEMENTI CiONCRETE
15 +00
NOTE:
(RESIDENTIAL DRIVE)
— SHATTUCK
AVE. R/W
FOR
EXPANSION JOINT DETAILS
SEE
CITY OF RENTON STD. PLAN F -03.
CEMENT
CONC.
DRIVEWAY ENTRANCE
TYPE A
DETAIL
�j DMJM HARRIS I AECOM
1 10900 NE 8TH STREET, SUITE 750
o I BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220
N
I
APPROVED FOR CONSTRUCTION
CITY OF RENTON
4" CEMENT
CONCRETE SIDEWALK
2" CSTC
Al
SECTION
MATCH EXISTING
PAVEMENT ELEVATION -` CEMENT CONCRETE SIDEWALK
SEE DRAWINGS RS02 & RS03
DETECTABLE WARNING PATTERN FOR WIDTH INFORMATION - --
SEE DETAIL ON RENTON STD. PLAN F13 -1 -?
SIDEWALK RAMP TYPE 5
Q 1
DATE
DESIGNED:
Y.JIANG
NTS
ON E INCH
u NAv- 1e1
NORRDI &.. NAG 1983,
DATUM
DRAWN:
Y.JIANG
CHECKER:
A.LASZLO
L
AT T O ` " ""
IF NOT ONE INCH
SCPLE ACCORDINGLY
0
ADDENDUM NO. 2
YD
07/09
APPROVED:
R.MEYER
NO.
REVISION
BY
DATE
APPR
X011103
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
7 RAINIER NAVE S (SR 167)
IMPROVEMENTS PROJECT aDI
4914 CITY OF PHASE 1 PAGE:
ku RENTON I SHATTUCK AVE S STORMWATER BYPASS DRAW.
Public Woks Dept. PAVING DETAILS D01
FED AID NO.: ARRA- 0167(044)
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