HomeMy WebLinkAboutTRO4103430.25N
0
N
N
0
w
a
0
Ln
Ln
Q0
0
/
0
0
c�
/
Cn
0
/
z
cD
Cn
LL-,
0
/
a
.o
7D
Ln
co
0
z
c
LLJ
/
w
D
CD
WHITE PLASTIC CROSSWALK LINE
CHANNELIZATION PLANS FOR LOCATIONS.
DECORATIVE CROSSWALK TREATMENT
AIL, SHT 281, FOR COORDINATION WITH
JCRETE CROSSWALK.
4.5' CLEAR
_E PLASTIC STOP LINE
)OT STD PLANS,
�NNELIZATION PLANS
rA.,L_ UI vv I I vie CEMENT CONC, TRAFFIC CURB AND GUTTER)
FACE OF CURB (FOR ALL OTHER CURBS OR ISLANDS) (TYP)
CROSSWALK LINE AND STOP LINE DETAIL
NTS
NUMBER
0/2"X2Y2" POST CAP
WELD TO PLATE, TYP.
3" X 3"X Y" STEEL
PLATE, WELD TO
POST, TYP.
FACE OF CIP WALL,
CEMENT CONCRETE
WALL CAP OR SIDEWALK
12" WHITE PLASTIC CROSSWALK LINE
SEE CROSSWALK LINE AND STOP LINE
DETAIL, THIS SHEET
4.5' CLEAR
111111711111111
OF POST 2" X 1Y2" X 0.072"
THICK RAILING, TYP.
2Y" X 2Y" X 0,120" THICK
VERTICAL POST, TYP.
INSTALL LEVEL AND PLUMB
1" X 1" SQ X 0.072" THICK
VERTICAL RAILS, TYP.
0 2" X 1Y" X 0.072"
I THICK RAILING, TYP.
00
i
z
II
SURFACE MOUNT SECTION
WALL 1, 4, & 5
5-1/4"
WHITE PLASTIC YIELD LINE SYMBOL
PER WSDOT STD PLANS,
SEE CHANNELIZATION PLANS FOR LOCATIONS
YIELD LINE DETAIL
NTS
PEDESTRIAN
HANDRAIL, SEE
DETAIL THIS SHEET
TOP OF FOUNDATION,
SLOPE TO DRAIN
BACKFILL PER WALL DETAILS
ADJUST TOP OF
WALL TO MATCH -
INTEGRAL CURB, SEE
SHEET 24 OR MODULAR
BLOCK WALL, SEE DETAIL
SHEET 33
BASE PLATE COVER
2 PIECES
POST
BASE PLATE COVER,
SIZED TO FIT
5" X 5" X 6" TH I C K
BASE PLATE
(4) %" 0, 4" LENGTH
BOLTS WITH LEVELING
WASHERS IN CONCRETE
ANCHOR
11-14-11 SURVEYED: KPG
GI
WA�O�q� DRAWN BY: JLF
t
DESIGN BY: JLF
CHECK BY: NM
20320 4�
ISTER��PROJ MGR: JF
I�NAL V,
REVISION DESCRIPTION BY APP. DATE FILE: 0655DDET01.dwg
-� EXISTING GROUND SURFACE
FINAL OVERLAY SURFACE
iiiiiiiiii Jill
TACK WITH PAVING SURFACE
6.5" HMA CL.
1 /2" PG 70-22 -
8.5" CSBC
WHERE PLANING BITUMINOUS PAVEMENT GREATER
THAN 2" IS REQUIRED, INSTALL ADDITIONAL HMA AS
NECESSARY, 1" MAX, TO MATCH EXISTING AND
ENSURE MINIMUM PAVEMENT DEPTHS WILL REMAIN
AFTER PLANING AND FINAL OVERLAY
2" HMA CL. 1 /2"
PG 70-22 OVERLAY
COMPACTED SUBGRADE
HMA ROADWAY PAVEMENT SECTION
NTS
4'-0" AT WALL. 2
9" AT WALL 3
& ADJACENT TO INTEGRAL CURB
OF!POST
`D
SLEEVE TO ACCOMMODATE POST,
°
FILL WITH NON —SHRINK GROUT
�\
�! AFTER RAILING INSTALLATION
N
j\
a
\� EXTEND POST 18" MIN INTO
�j CONCRETE FOUNDATION
\\
.d
CONCRETE CLASS 3000
FOUNDATION
MIN.
12" SQ
BACK OF
INTEGRAL
WALL OR
CURB
SECTION
ADJACENT TO CUT WALL 2!& 3
OR INTEGRAL CURB
PEDESTRIAN HANDRAIL DETAILS
NTS
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286.1640 (253) 627-0720
www.kpg.com
BID
DOCUMENTS
CONCRETE CURB AND GUTTER
MATCH EXISTING ROADWAY GRADE
SAWCUT,
TACK COAT AND
SEAL JOINT WITH AR4000
VARIES
MATCH EXISTING
EXISTING ROADWAY PAVEMENT
CURB AND GUTTER - ROADWAY TIE IN
R20 AND R22 AT SUNSET INTERSECTION
NTS
PEDESTRIAN HANDRAIL NOTES:
1. ALL PEDESTRIAN HANDRAIL PARTS SHALL BE POWDER COATED PER SPECIFICATIONS PRIOR TO ON -SITE DELIVER{
2. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH.
3. RAILING, POSTS AND VERTICAL RAILS SHALL BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING HANDLING
AND DELIVERY TO THE JOB SITE.
4. WHERE PEDESTRIAN HANDRAIL IS LOCATED ON OR ADJACENT TO SIDEWALK, RAILS SHALL MATCH PROFILE OF FINISHED GRADE
OF SIDEWALK. WHERE PEDESTRIAN HANDRAIL IS LOCATED ADJACENT WALL OR INTEGRAL CURB, RAILS SHALL MATCH TOP OF
WALL OR INTEGRAL CURB PROFILE.
5. PEDESTRIAN HANDRAILS SHALL BE INSTALLED AND ADJUSTED IF NECESSARY AFTER INSTALLATION TO ENSURE A CONTINUOUS
LINE AND GRADE.
6. SURFACE MOUNT ANCHORAGE SHALL BE STAINLESS STEEL. CONTRACTOR SHALL SUBMIT VERIFICATION OF COMPLIANCE WITH
ALL APPLICABLE INTERNATIONAL BUILDING CODE REQUIREMENTS FOR LAYOUT, GEOMETRY, AND SURFACE MOUNT ATTACHMENT
REQUIREMENTS. ANCHORAGE ON BASE PLATES SHALL AVOID EXPANSION JOINTS IN CEMENT CONCRETE SIDEWALK.
7, SEE WALL PLANS FOR RAILING LAYOUT.
co
I
}'- CITY OF RENTON
ML
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
ELEVATION
RAINIER. AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
DETAILS
SQ POSTS, INSTALL PLUMB
R -C-F (RAILINGS, INSTALL
PARALLEL TO FINISH
GRADE
VERTICAL SQ
R !!-S, INSTALL
PLI kA
RECT RAILING, INSTALL
PARALLEEl TO FINISH GRADE
FINISHED GRADE
OF SIDEWALK
T-343025
25
DRAWING "AO.
_
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
S HE;E7 ;v;!) -
,
2.a_ OF _�04_.