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BACK OF STATION STREET
1 PYLON, P TECH SEE SHEET
O RAPIDRIDE SHELTER RR2, FSI-PYLON, 21N TECH
C) SEE SHEET FSI-105-00-004/00 PYLON DRAWING PACKAGE
IN RAPIDRIDE 2 KIT OF PART:
1 DRAWING PACKAGE
TECH PYLON FOUNDATION,
Q
SHELTER FOUNDATION, SEE SEE SHEET KIT IN 1" REFLECTIVE TAPE WITH
W LEFT OR RIGHT SHEET 52.11 IN RAPIDRIDE 2 RAPIDRIDE 2 KIT OF PARTS 1" GAPS BETWEEN TAPE n
WINDSCREEN WHERE KIT OF PARTS STRUCTURAL STRUCTURAL DRAWINGS BANDS, TYP
OCCURS, SEE DRAWINGS LANDSCAPE AREA, 4x4x1/4 HSS BOLLARD FILLED
STATION PLANS LANDSCAPE AREA, SEE CIVIL WITH CLASS 3000 CONCRETE
SEE CIVIL DRAWINGS FOR PROVIDE 2"x3/8" JOINT MATERIAL
CONCRETE PAVING, DRAWINGS FOR CONCRETE PAVING, NON TYPICAL BACK WHERE FOUNDATION ABUTS 4" SQUARE
w
SEE CIVIL DRAWINGS NON TYPICAL BACK SEE CIVIL DRAWINGS OF STATION ADJACENT PAVEMENT
OF STATION CONDITIONS
I CONDITIONS 1/2" REFLECTIVE TAPE, TYP o
1 111 III-1 11; 111 11111-1 -_ 1 111 III-1 1 ;1111 -_- 6" x 114" STEEL BAR
���_ ii iiI III III III ii ,'-5-,/2" ��� in- iiI III IIII �..
III III PER STRUCTURAL III III PER STRUCTURAL THROUGH CENTER
DRAWINGS DRAWINGS OF HISS POST a;
CURB CL CURB CL CLASS 3000 CONCRETE
SEE CIVIL COLUMN SEE CIVIL COLUMN
DRAWINGS 10' MIN DRAWINGS 10' MIN AGGREGATE BASE
V-2 1/2" CIRCLE
1 LINE RAPIDRIDE I LINE RAPIDRIDE
TYPICAL SHELTER SECTION TYPICAL TECH PYLON SECTION STATION BOLLARD
SECTION SECTION (iB� DETAIL rc_1
SCALE: 3/8" = VI S5.01 SCALE: 3/8" = V-0" S5.01 SCALE: NTS S5.01
8 112" NOTES:
VARIES ti 1 1/4" 6" 1 1/4" 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE LATEST WSDOT STANDARD SPECIFICATIONS
r FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND AMENDMENTS.
4" OC Z 3wi
4 EACH 5/8"DIA 2 STRUCTURAL STEEL BASE PLATES SHALL BE IN ACCORDANCE WITH
6'-0" MAX TYP Q ZHILTI BOLT, 4 PER ASTM A36 WITH A MINIMUM YIELD STRENGTH OF 36,000 PSI.
O M BASE PLATE WITH
=WASHERS, DRILL 3. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST
1-1/2"DIA STEEL PIPE D m AWS STANDARDS.
zHOLES IN BASEPLATE FOR 4. USE LOW HYDROGEN E70XX ELECTRODES FOR ALL WELDING.
17
ANCHOR BOLTS 5. MINIMUM DESIGN BOLT LOAD PER ANCHOR BOLT = 3,250 LBS TENSION.
3/4" DIA BAR STOCK 6. HORIZONTAL SHEAR IS LESS THAN 250 LBS PER BOLT AND MAY
WELDED TO STEEL PIPES, EDGE OF BE NEGLECTED.
TYP; OR 2" x 3/8" BAR z CONCRETE 7. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1701 IS
REQUIRED FOR THE SUPPLY, THE CORE DRILLING AND THE INSTALLATION
w w 1-1/2" DIA INSPECTION FOR ALL ANCHOR BOLTS.
a; ? STEEL PIPE 8, ALL DRILLED IN PLACE ANCHOR BOLTS SHALL BE PROVIDED BY HILTI OR
BASE PLATE 3/16" FILLET APPROVED EQUIVALENT.
WELD 9. SUBSTITUTIONS SHALL TAKE INTO ACCOUNT DISTANCE BETWEEN BOLTS
14 -1/2" DIA PIPE STD STEEL rC IN THE BASE PLATE, THEIR EMBEDMENT IN THE CONCRETE DECK AND
LLE ri OR 2" /X3 l8" PLATE ^': EDGE DISTANCE TO ATTAIN THIS MINIMUM BOLT LOAD.
a_ 10. ALL HILTI HOLES SHALL BE FORE DRILLED IN ACCORDANCE WITH
< m HILTI REQUIREMENTS.
3 11. GROUT FOR SETTING THE ANCHOR PLATES ON SHALL BE: NON METALLIC,
NON METALIC NON STAINING NON SHRINK GROUT (OR DRYPACK) WITH A MINIMUM 28
C NON SHRINKING 3 DAY STRENGTH OF 4000 PSI. MATCH EXISTING CONCRETE COLOR.
• �° , r NONSTAINING GROUT z " 12. THE CONTRACTOR SHALL SUBMIT AN INSTALLATION PLAN TO THE
I I ENGINEER FOR REVIEW PRIOR TO INSTALLATION.
E NOTE:
S5.01 SLOPE HORIZONTAL RAILS TO MATCH FINISHED 5/8"4DIA STEEL
GRADE, VERTICAL ELEMENT SHALL BE PLUMB. SHIM
s
9
STATION RAILING STATION RAILING ATTACHMENT
H DETAIL DETAIL
€ SCALE: NTS S5.01 SCALE: NTS S5.01
EDESIGNED'. nsRROWD: DATE:
60% SUBMITTAL 7 6E WASP DRNSNP.
,2�5�� RAPIDRIDE I LINE
METRO TRANSIT CAPITAL DIVISION NOVEMBER2021
vaco A� E aryry�,
King County
3 7 CHECKED: PRWECTND: RENTON SEGMENT DR<wIND NO
o x y H g� �m�F��x� Grr�° XX E00588E18 METRO TYPICAL STATION SECTIONS 1 S5.01
WW O P CHECKED: CCMFACTNO'.
p w ¢ No. REv612A JBYd DATE C9NpDCpeE o, SHOOTING OF
LANDSCAPE ARCHITECTURE METRO PROJECT ENGINEER CXXNN%RRx 172 XXXX
R-4214172