HomeMy WebLinkAboutTRO4103430.31 (2)CD
' V
a
LLw
0
MY
GENERAL CONSTRUCTION NOTES
1. ALL DETECTABLE WARNING SURFACES ARE 2' WIDE. SEE WSDOT STD PLAN F-45.10-00.
2. SEE ALIGNMENT PLANS, SHEETS 81-91, FOR MEDIAN LAYOUT POINTS.
J�t1•
8.
Q
CEMENT CONCRETE TRAFFIC CURB
\ :1.4;
PER WSDOT STD PLAN
F-10.12-02 (TYP)
L A`I DSCAPED AREA
--'
SEE LANDSCAPE PLAN,
SHEET 296
:13:
:'2':
C C
I
CEMENT CONCRETE
:•9•;
•
CURB RAMP TYPE
CEMENT
:12•
SINGLE DIRECTION A
PER WSDOT STD
CONCRETE
,10;
PLAN F-40.16-01
SIDEWALK
:11:
TYP
o
°o
1000
�:16. p °°
o° o
o
o
p
p p oyv p
v.
�7:
:18.
DECORATIVE
STAMPED
S: CONCRETE
RAINIER AVE S PLANTER AREA PAVEMENT (TYP)
SEE LANDSCAPE PLAN, SHEET 296
PEDESTRIAN ISLAND 7
0 5 10 20 30
SCALE IN FEET
MODIFIED CEMENT CONCRETE DECORATIVE STAMPED
EXTRUDED CURB, (TYP)
crr nrTAII currT OA CONCRETE PAVEMENT (TYP)
=MENT (TYP)
JDSCAPE
HMA CL Y"
PG 70-22 OVERLAY
EXISTING PAVEMENT
MEDIAN WIDTH VARIES, 3 FT TYPICAL
SE-E ALIGNMENT PLANS, SHEETS 81-91, FOR MEDIAN LAYOUT TABLES
NOTES:
)9,A11 A A» An IAr% \IT -rn r11 AAITrn AnrAC' O» unIrI7r
10" 14"
OVERLAY SECTION
PEDESTRIAN ISLAND 7
# :
STATION
OFFSET
DESCRIPTION
RADIUS
1
749+31.08
15.87' RT
PC
50.00'
2
749+36.35
20.47' RT
PCC
88.74'
3
16+18.53
49.97' LT
PCC
5.00'
4
16+22.33
41.82' LT
PRC
966.00'
5
16+90.55
43.73' LT
PRC
5.00'
6
16+94.70
50.86' LT
PRC
54.50'
7
748+86.43
12.22' LT
PRC
2.50'
8
748+87.16
7.64' LT
PT
9
16+30.44
60.14' LT
PC
2.50'
10
16+32.04
55.75' LT
PRC
979.67'
11
16+84.49
57.22' LT
PRC
5.00'
12
16+88.95
63.16' LT
PRC
56.48'
13
748+92.93
13.37' LT
PRC
3.00'
14
748+93.70
7.97' LT
PT
15
16+30.20
47,86' LT
PC
971.83'
16
16+85.02
49.40' LT
PT
17
16+30.31
43.53' LT
PC
967.50'
18
1 16+85.13
1 45.07' LT
I PT
FACE OF ISLAND
CEMENT CONCRETE ISLAND
WITH DECORATIVE STAMPED
CEMENT CONCRETE ISLAND
SEE ALTERNATE
CONCRETE FINISH
WIDTH VARIES
WITH DECORATIVE STAMPED
FACE OF
SECTION 1 -
ISLAND
WIDTH VARIES
GRADE TO DRAIN WITH 2% MAX SLOPE
__ CONCRETE FINISH
_ _ _
__1R
6" SEE PLANS & DETAILS
6" 1" R SEE
PLANS & DETAILS 1" R
6" SEE PLANS & DETAILS
2" HMA FOR OVERLAY
\
` d
...
1/ 2,� R' 1 /2 �, R e° .
e
e. d COLD JOINT
(TYP)
2% M X `D
e d .
1 /2" R
4 a
a
e
n ed .a °
d
•
4 A .e °..°
'14
„ d °
d
4 a
d. °
e
d
I
d
°e
e
1
°
° . a a de e .
A .dSAWCUT a
° ° d
e
°e e
d
a d
a. ° e., d4
. e
d
\
d a
6.5" HMA
e / e
CONSTRUCTION JOINT
SEE CURB
DOWEL DETAIL, SHEET 24
���CONSTRUCTION JOINT
„
8.5 CSBC
PER CITY OF RENTON
FOR ISLANDS 1
& 2, SEE CURB DOWEL DETAIL,
PER CITY OF RENTON
I
STANDARD PLAN A001
THIS SHEET
STANDARD PLAN A001
_,�
°
a
°
..d
d°
A"a
d
-
a
e
d
°
COMPACTED
SUBGRADE
10" CEMENT CONCRETE PAVEMENT
2" CSBC
ALTERNATE SECTION 1
NTS
MEDIAN WIDTH VARIES
SEE ALIGNMENT PLANS, SHEETS 81-91, FOR MEDIAN LAYOUT TABLES
14" 10"
10" CEMENT CONC PAVEMENT COMPACTEDSUBGRADE
2" CSBC
VARIES, 2' MINIMUM
SEE ALIGNMENT PLANS
CEMENT CONCRETE PEDESTRIAN ISLAND SECTION A -A
SEE SHT 193 FOR SECTION LOCATIONS
NTS
TOP OF PROPOSED CURB 2(TYP) #3 DOWEL
"
COLD JOINT
d
d
a°
cD °. A.
DRILL Y4" MIN DI HOLES
FILL WITH EPDXY GROUT e 4 d ;
d
°
1'-6"
10" CEMENT CONCRETE PAVEMENT
2" CSBC
CURB DOWEL DETAIL FOR PEDESTRIAN
ISLANDS 1 & 2 AT SW GRADY WAY
NTS
MODIFIED CEMENT CONCRETE
EXTRUDED CURB,
SEE DETAIL, SHEET 24, (TYP)
- CONCRETE ROADWAY PANEL
- CSBC
-1 1 i' I 6" DECORATIVE
�• 1 01Px I =1 \ /��\- STAMPED CONCRETE PAVEMENT
-I I �- I\\/����/,� BARK MULCH (2" MIN)
OVER TOPSOIL TYPE A (12 MIN)
SUBGRADE 4" CSBC
/
CONCRETE SECTION
LANDSCAPED AREA
SEE LANDSCAPE PLAN, SHEET 296
LANDSCAPED AREA
SEE LANDSCAPE PLAN, SHEET 296
14"
CONSTRUCTION JOINT
PER CITY OF RENTON
STANDARD PLAN A001
- CEMENT CONCRETE TRAFFIC CURB
PER WSDOT STD DETAIL. F-10.12-02
2" HMA FOR OVERLAY
6" DECORATIVE
STAMPED CONCRETE
a
d °
SAWCUT
8" CSBC
6.5" HMA
4" CSBC `-8.5" CSBC
PEDESTRIAN ISLAND 7 SECTION C-C
NTS
CONSTRUCTION JOINT PER
CITY OF RENTON STANDARD
PLAN A001
4" CEMENT
CONCRETE
14 SIDEWALK 8"
21-1. M X 2% MAX
d
e - °d .d a e .a °- e
e e a
°
4" CSBC
6" DECORATIVE STAMPED
6" CSBC CONCRETE PAVEMENT
PLANTER AREA
SEE LANDSCAPE PLAN, SHEET 296
CONSTRUCTION JOINT
PER CITY OF RENTON
STANDARD PLAN A001
/ 8" CEMENT CONCRETE TRAFFIC CURB
PER WSDOT STD DETAIL F-10.12-02
e < 2" HMA FOR OVERLAY
4'_4» 4 1
e n
°
SAWCUT
°
6.5" HMA
8" CSBC ,
�-8.5" CSBC
IN - 1-r nu fn%aL11I I IU I L-M111ILI\ /-ll\L/-lU, U .,I ILI\L
MEDIAN WIDTH IS 3 FT, AND VARIES IN TRANSITION AREAS]
MEDIAN WITH STAMPED CONCRETE TYPICAL SECTION
MEDIAN WITH
NTS
LANDSCAPE TYPICAL 5ECT-1UN
4" CSBC �
PEDESTRIAN ISLAND 7 SECTION B-B
-
`
NTS
NTS
i
1
ADDENDUM NO 3 - REVISE SAWCUT LINES ON DETAILS
SOD
12 19 11
11-14-11
Q�GI
SURVEYED:
KPG
- CITY OF RENTON
RAINIER AVENUE S (SR 167)
DRAWING NO.
194
Nr�c�
_ o -
DRAWN BY:
DESIGN BY:
JLF
JLF
3p,�
Q D
753 9th Avenue N 2502 Jefferson Avenue u
ML
Public. Works Department
S GRADY WAY TO S 2ND ST
PROJECT NO.
FED AID NO.
TED403430
-CM0167(048)
zo32o�o w�
� TONAL V-
CHECK BY: NM
PROJ MGR: JF
FILE: ISLAND & MEDIAN DETAI
Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS
(206) 286-1640 (253) 627-0720
www.kpg.com
.dwg
APPROVED FOR CONSTRUCTION
BY: /_1DATE: _ .
ISLAND &MEDIAN DETAILS
DATE: NOV 2011
SHEET NO. 194 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE