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RAPIDRIDE SHELTER RR2; FOR
TIER 1, SEE SHEET
FSI-105-00-004/001; FOR TIER 2, SEE
FSI-105-00-006/001 IN RAPIDRIDE 2
KIT OF PARTS DWG PACKAGE
LEFT OR RIGHT WINDSCREEN WHERE
OCCURS, SEE STATION PLANS
SHELTER FOUNDATION, SEE SHEET
S2.11 IN RAPIDRIDE 2 KIT OF PARTS
STRUCTURAL DWGS
CONC PAVING, SEE
CIVIL DWGS
CURB
SEE CIVIL
DWGS
c�
D
10' MIN
1 '-0"
BACK ZONE OR
SIDEWALK
LUSH
LANDSCAPE AREA, SEE
CIVIL DWGS FOR NON
TYPICAL BACK OF
STATION CONDITIONS
-FINISH GRADE
V-5-1/2" PER
STRUCTURAL DWGS
COLUMN
I LINE RAPIDRIDE
TYPICAL SHELTER SECTION
SECTION
SCALE: 3/8" = 1'-0" 1 S5.01
WELD HSS TOP
RAIL WITH MITRE
JOINT TO HSS
END POST
SEE STATION PLANS FOR RAILING LENGTH AND LOCATION
1/4" DIA AIR PRESSURE RELEASE HOLE CENTERED
UNDERNEATH TOP RAIL; PROVIDE ONE HOLE SPACED 1"
' FROM EDGE OF EACH INTERMEDIARY POST, TYP
411 OC TYP EQ 3 -6 MAX, TYP
0
CONC PAVING, SEE
CIVIL DWGS
CURB
SEE CIVIL
DWGS 10' MIN
TECH PYLON, SEE SHEET
FSI-105-00-003/02 IN TECH
PYLON DWG PACKAGE
TECH PYLON FOUNDATION,
SEE SHEET S3.01 IN
RAPIDRIDE 2 KIT OF PARTS
STRUCTURAL DWGS
LANDSCAPE AREA, SEE
CIVIL DWGS FOR NON
TYPICAL BACK OF
STATION CONDITIONS
FLUSH
v v • . r .s:
�D
II—
I
V-11" PER
STRUCTURAL DWGS
COLUMN
I LINE RAPIDRIDE
TYPICAL TECH PYLON SECTION
SECTION
SCALE: 3/8" = V-0" 1 S5.01
WHERE LENGTHS OF
GUARDRAIL NEED TO BE
JOINED, WELD ENDS OF TOP
RAIL, ABOVE POSTS, AND
CENTER JOINT ABOVE
CENTERLINE OF INTERMEDIARY
POSTS; TOP RAIL TO
APPEAR CONTINUOUS
HSS 3X2X1/4 TOP
HSS3x2x1/4 STEEL
RAIL, TYP, WELD
TOP RAIL, ASTM
TO POSTS
500, GR B. WELD
HSS 3X2X1/4
TO POSTS, TYP
INTERMEDIARY POST, TYP
HSS 1 /2 X 2 ASTM
HSS 1/2 X 2 ASTM A36
A36 STEEL PLATE
STEEL PLATE INFILL
INFILL PICKETS
PICKETS, WELD TO TOP
X AND BOTTOM RAILS
Q
HSS 3X2X1/4 HSS3x2x1/4 STEEL
BOTTOM RAIL, TYP, BOTTOM RAIL, ASTM
WELD TO POSTS
• D. .D v v p I I D D I a` vp" •p. v G v I � D
v v.
HSS END POST NOTES:
1. RAILING - TOP AND BOTTOM RAILS TO MATCH SLOPE OF SITE AT EACH LOCATION;
EXPANSION POSTS AND PICKETS TO BE VERTICAL.
ANCHOR, TYP 'CE 2. ALL STEEL SHALL BE GALVANIZED. ANY WELDING OR REPAIR IN THE FIELD SHALL BE
PAINTED WITH ZINC RICH GALVANIZING REPAIR PAINT CONFORMING TO FEDERAL
SPECIFICATION MIL-P-21035B AND IN ACCORDANCE WITH MOST CURRENT WSDOT
STANDARD SPECIFICATIONS.
3. SEE DETAIL B/1S6.02 AND C/1S6.02 FOR RAILING PLAN WHERE RAILING IS INSTALLED
WITH ANGLED CORNERS PER STATION PLANS.
4. SEE DETAIL A/1S6.02 FOR PEDESTRIAN GUARDRAIL WHEN OCCURS AT SHELTERS.
PEDESTRIAN GUARDRAIL
DETAIL
SCALE: NTS 1 S5.01
AD -READY SUBMITTAL 7
(425) 453-5000
1100 112TH AVE NE, SUITE 500
JacobsBELLEVUE, INA 98004
HBBC
No. REVISION BY APP'D DATE
LANDSCAPE ARCHITECTURE
500, GR B. WELD TO
POSTS, TYP
BASE PLATE
EXPANSION
ANCHOR, TYP
c�
BASE PLATE; PL
1/2" ASTM A36
1/2" DIA HOLE
HSS3X2X1/4 POS
WELD POST TO
BASE PLATE
9/16" HOLE; 1/2" TYPE 304
SS EXPANSION ANCHOR
WITH 4" EMBEDMENT, TYP
PEDESTRIAN GUARDRAIL SECTION
of WAs,y
��' R O
�d11 flb�
171-196EXP_
DETAIL
R
SCALE:
NTS 1 S5.01
DESIGNED:
C
J. VONG
DRAWN:
2
3
J. BAKKE
CHECKED:
h c�
Doti
D. KOONTS
P
CHECKED:
K. CHANG YUEN
APPROVED:
G.FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
BACK OF ZONE
OR SIDEWALK
EXPANSION
ANCHOR, TYP
I
BACK OF
. .
. ...
PLATFORM . . .
RAILING, ABOVE
I
RAILING BASE PLATE
— — — — — -----------
O
ALIGN FACE OF RAILING POST
WITH FACE OF COLUMN
SHELTER COLUMN
----------- T- -----
O
O
. . . . . . . . .
.. X
... ...
... ..
PEDESTRIAN GUARDRAIL DETAIL
DETAIL
SCALE: NTS 1 S5.01
611
1" 4" 1"
O I O
z ,
O I O
RAILING
BASE PLATE ,,e
SHELTER
COLUMN
BASE
PLATE
R
v °
d
NOTES:
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE LATEST WSDOT STANDARD SPECS FOR
ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
2. STRUCTURAL STEEL BASE PLATES SHALL BE IN ACCORDANCE WITH
ASTM A36 WITH A MIN YIELD STRENGTH OF 36,000 PSI.
3. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST
AWS STANDARDS.
4. USE LOW HYDROGEN E70XX ELECTRODES FOR ALL WELDING.
5. MIN DESIGN BOLT LOAD PER ANCHOR BOLT = 3,250 LBS TENSION.
6. HORIZONTAL SHEAR IS LESS THAN 250 LBS PER BOLT AND MAY
BE NEGLECTED.
7. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1701 IS
REQUIRED FOR THE SUPPLY AND THE INSTALLATION INSPECTION FOR
ALL ANCHOR BOLTS.
8. ALL DRILLED IN PLACE ANCHOR BOLTS SHALL BE PROVIDED BY HILTI OR
APPROVED EQUIVALENT.
9. SUBSTITUTIONS SHALL TAKE INTO ACCOUNT DISTANCE BETWEEN BOLTS
IN THE BASE PLATE, THEIR EMBEDMENT IN THE CONCRETE AND EDGE
DISTANCE TO ATTAIN THIS MIN BOLT LOAD.
10. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE PROJECT
REPRESENTATIVE FOR REVIEW PRIOR TO INSTALLATION.
11. SEE DETAIL C/1S5.01 FOR BASE PLATE LOCATION ADJACENT TO
SHELTER COLUMN.
THICKENED SLAB EDGE OR WALL
FOUNDATION - SEE CIVIL PLANS
FOR LIMITS AND STRUCTURAL
PLANS FOR DETAILS
PEDESTRIAN GUARDRAIL ATTACHMENT
DETAIL
SCALE: NTS 1 S5.01
LQ King County
METRO
DEVELOPMENT ENGINEERING
Michael Sippo 09/11/2024
FR-4214267
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO:
TYPICAL STATION SECTIONS 1 S5.01
SHEET NO: OF
289 473