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DOWNSPOUT THROUGH GUTTER
SECTION VIEW ( 1
SCALE: 1" = 2' 1DRD.01
STEEL CANOPY STRUCTURE BY OTHERS,
SEE SHELTER SPECIFICATIONS
ELECTRICAL CONDUIT,
SEE ELECTRICAL SHEETS
BASE PLATE, SEE SHELTER
SPECIFICATIONS
WIRE MESH
REINFORCEMENT COORDINATE
WITH FOOTING
REINFORCEMENT SEE SPEC
SECTION 03 20 00
PLACE MESH 1" MIN
ABOVE PIPE
DOWNSPOUT ROUTED TO
FRONT OF PLATFORM
COORDINATE PIPE PLACEMENT
WITH FOUNDATION REBAR
INSTALLATION
3" DIA PIPE
SEE NOTE 6
W
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Z
, .
f
J..
4 J
COLUMN BASE
DETAIL (i�
SCALE: NOT TO SCALE -
3" DOWNSPOUT
SEE NOTE 5
FLEX COUPLER CONNECTION BETWEEN
DOWNSPOUT & EMBEDDED DRAIN PIPE
EXTEND STORM DRAIN
DOWNSPOUT BELOW GRADE
SEE NOTE 5
CUT OUT BASE PLATE, TYP EACH SIDE
CONCRETE PEDESTAL
CONCRETE SHELTER
FOUNDATION
3" 90 DEG BEND
SEE NOTE 5
4
CONCRETE SIDEWALK,
PER CIVIL
CONCRETE CURB
AND GUTTER ------,,\
2" MIN C
ABOVE P
WIRE MESH REINFORCEMENT
1" MIN COVER ABOVE PIPE
3" DIA PIPE
SEE NOTE 6
THICKENED SLAB,
MIN 4" THICK BELOW
PIPE
SECTION A -A
STEEL CANOPY STRUCTURE BY OTHERS,
SEE SHELTER SPECIFICATIONS
EDGE OF SHELTER PLATFORM
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CONCRETE
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,PLATFORM
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SEE NOTE 6
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ROADWAY _\_
PLAN VIEW
I.
GENERAL NOTES:
1. SHELTERS AND TECH PYLONS TO BE OWNER FURNISHED/CONTRACTOR 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. FOR SHELTER DOWNSPOUTS SEE SPEC SECTION 10 73 43.
6. ALL DOWNSPOUT PIPE SHALL BE PVC, SCHEDULE 40, UNLESS NOTED OTHERWISE.
STEEL CANOPY STRUCTURE BY OTHERS,
SEE SHELTER SPECIFICATIONS
CONCRETE SHELTER PLATFORM
CONCRETE SIDEWALK
6" CONCRETE
CURB AND GUTTER
(TYPE MAY VARY) —
ROADWAY
INVERT OF STORM PIPE SHALL
BE 0.5" ABOVE GUTTER LINE -
WIRE MESH REINFORCEMENT
ISOMETRIC VIEW
3" DOWNSPOUT
DEVELOPMENT ENGINEERING
IL-5 N
Michael Sippo 09/11/2024
R-4214214
AD -READY SUBMITTAL
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
7
��, B. $j W. HICKEY G. FRANCO RAPT DRI DE 1 LINE JUNE 2024
(425) 453-5000 yti aF W h j �- DRAWN:
1100 112TH AVE NE, SUITE 500cob �w 4"�, King County
BELLEVUE, WA 98004 H. JOHNSON LQ
CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO:
° cisTEg���wx J.ETULAIN E00566E18 METRO SHELTER DRAINAGE DETAILS 1DRD.02
o. REVISION BY APP'D DATE
I01Y06/12/24 U AL s CHECKED: CONTRACT NO: 2 of Q SHEET NO: OF K.CHANG YUEN CXXXXXXXX 236 473