HomeMy WebLinkAboutR-4214230BACK OF PLATFORM- CONCRETE OR LANDSCAPE AREA
0-
8
FRONT OF SHELTER PLATFORM - BACK OF SIDEWALK
STEELCANOPY ST
OTHERS, SEE SHEI
SPECIFICATIONS
SHELTER PLATFORM - DRAINAGE PLAN - RIGHT CONFIGURATION
DETAIL �1
SCALE: 1" = 1' -
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4
HOLE
60% SUBMITTAL
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SHELTER PLATFORM - DRAINAGE PLAN - LEFT CONFIGURATION
DETAIL
SCALE: V' = 1' -
By 1 APP'D I -ATE
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METRO PROJECT ENGINEER
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4
HOLE
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GENERAL NOTES:
1. SHELTERS AND TECH PYLONS TO BE OWNER FURNISHEDICONTRACTOR INSTALLED. DETAIL
INFORMATION SHOWN HERE IS FOR REFERENCE AND COORDINATION PURPOSES ONLY.
2. SEE STRUCTURAL DRAWINGS FOR FOUNDATION LIMITS AND REBAR SPACING.
3. ALL UTILITIES ARE NOT SHOWN. SEE OTHER DISCIPLINE DRAWINGS FOR UTILITY
INFORMATION.
4. SEE CIVIL PLANS FOR SIDEWALK CONSTRUCTION.
5. REFER TO STATION PLANS TO DETERMINE LEFT OR RIGHT CONFIGURATION.
ALTERNATIVE - 2: STORM DRAIN ROUTED ABOVE
SLAB TO BACK OF PLATFORM
TO LANDSCAPE AREA. SEE DRAINAGE PLANS
HOLE FOR ELECTRICAL, BY OTHERS
HOLE FOR DOWNSPOUT
BASE PLATE BY
OTHERS
COL BY
OTHERS
ALTERNATIVE-1: STORM DRAIN ROUTED IN
SLAB THROUGH SIDEWALK TO FACE OF CURB AND
GUTTER. SEE DRAINAGE PLANS
SHELTER COLUMN - DRAINAGE CONFIGURATION
P. ENG
King County
METRO
PHa
E00566E18 8E18
�R
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
SHELTER DRAINAGE DETAILS
1 OF 8
NOVEMBER 2021
1 DRD.01
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R-4214230