13-646-010�
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_
WAT
(SEE ARCH. PLANS)
TRANSITION BOOT
—WIRE SCREEN FOR RODENFS
ALL DOWNSPOUT COLLECTOR PIPE
SHALL BE SCHEDULE 40 PVC.
DOWNSPOUT DET,41L
Flood Legend
For compliance with Chapter 1 1C of the Miami–Dade County Cod
Commercial, Industrial & Multi Unit]
GRAPHIC SCALE
30 0 15 30 60
IN FEET
~—
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ro
PROPOSED
DRAINAGE
SCHEDULE
I
- PER FDOT
.o
PROP. TOP OF CURB & FINISHED GRADE ELEV.
INVERT ELEVATIONS
PROPOSED ELEVATIONS
03/244/1!4
- UPDATE PLANS
N4/25/14 -
ASPHALT
PROVIDE POLLUTION RETARDANT BAFFLES AT ALL EXFILTRATION TRENCHES
~—
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' ^-m`/'
DIRECTION OF DRAINAGE FLOW ARROW
NN t x
EXISTING ELEVATION
07/09/b
- PER FDOT
.o
PROP. TOP OF CURB & FINISHED GRADE ELEV.
PROPOSED ELEVATIONS
' ^-m`/'
04/15/13 -
PER CITY COMMENTS
07/09/b
- PER FDOT
03/244/1!4
- UPDATE PLANS
N4/25/14 -
ASPHALT