HomeMy WebLinkAboutT-343025M
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12" WHITE PLASTIC CROSSWALK LINE
SEE CHANNELIZATION PLANS FOR LOCATIONS.
SEE DECORATIVE CROSSWALK TREATMENT
10' DETAIL, SHT 281, FOR COORDINATION WITH
CONCRETE CROSSWALK.
�4.5' CLEAR
III MITE
DOT STIR PLANS,
PER WS LINE
SEE CHANNELIZATION PLANS
FACE OF GUTTER (FOR CEMENT CONC. TRAFFIC CURB AND GUTTER)
FACE OF CURB (FOR ALL OTHER CURBS OR ISLANDS) (TYP)
CROSSWALK LINE AND STOP LINE DETAIL
NTS
2VX2V 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
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12" WHITE PLASTIC CROSSWALK LINE
SEE CROSSWALK LINE AND STOP LINE
DETAIL, THIS SHEET
4.5' CLEAR
111111 1111 vv
WHITE PLASTIC YIELD LINE SYMBOL
PER WSDOT STD PLANS,
SEE CHANNELIZATION PLANS FOR LOCATIONS
OF POST 2" X 9Y' X 0.072"
THICK RAILING, TYP.
212" X X X 0.120" THICK
VERTICAL POST, TYP.
INSTALL LEVEL AND PLUMB
VERTICAL R ILS,0TYP THICK
o 2" X %" X 0.072"
!, I11 THICK RAILING, TYP.
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SURFACE MOUNT SECTION
WALL 1. 4. & 5
5 -1/4"
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 %" THICK
BASE PLATE
(4) 3/6" 0, 4" LENGTH
BOLTS WITH LEVELING
WASHERS IN CONCRETE
ANCHOR
- -�EXISTING GROUND SURFACE
FINAL OVERLAY SURFACE
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
HMA ROADWAY PAVEMENT SECTION
NTS
4' -0" AT WALL 2
9" AT WALL 3
& ADJACENT TO INTEGRAL CURB
q OFIPOST
SLEEVE TO ACCOMMODATE POST,
` FILL WITH NON- SHRINK GROUT
AFTER RAILING INSTALLATION
N EXTEND POST 18" MIN INTO
CONCRETE FOUNDATION
CONCRETE CLASS 3000
FOUNDATION MIN.
12" SQ
BACK OF WALL OR
INTEGRAL CURB
SECTION
ADJACENT TO CUT WALL (LA 3�
OR INTEGRAL CURB
PEDESTRIAN HANDRAIL DETAILS
NTS
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2" HMA CL. 1/2"
PG 70 -22 OVERLAY
MATCH EXISTING ROADWAY GRADE
SAWCUT,
TACK COAT AND
SEAL JOINT WITH AR4000
VARIES
MATCH EXISTING
CONCRETE CURB AND GUTTER
� � EXISTING ROADWAY PAVEMENT
2 -
COMPACTED SUBGRADE MIN
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 DEUVERY.
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.
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ELEVATION
SID POSTS, INSTALL PLUMB
RECT RAILINGS, INSTALL
PARALLEL TO FINISH
GRADE
VERTICAL SID
RAILS, INSTALL
PLUMB
RECT RAILING, INSTALL
PARALLEL TO FINISH GRADE
FINISHED GRADE
OF SIDEWALK
T- 343025
11-1s11 SURVEYED: KPG
OSF'4�GIA cGSy DRAWN BY: JLF �� �� '} CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 25 r BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430
_ otr` DESIGN BY: JLF 75386, pyeneeN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(046)
" CHECK BV: NM Sea01e,WA98109 Tamma,WA98402 DOCUMENTS _
'? z03z0 Qa APPROV D FOR CONSTRUCTION DATE: NOV 2011
,n rSTE .taF' PROJMGR: JF (206)286-1640 (253)627 -0720 DETAILS
yO L 'kP9' ' BY: ., I DATE: `611j_'� SHEET NO. 25 OF 304
NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DDET01.dwg ,
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