11-1169R-0055
5
'00
40,
9w,
9.
x
x
6%
Z
R
MATCH & CONNECT TOJEEF '10N,
TOWNSHIP 54 SOUTH, RANGE 40 EAST
1 •^• Vrlil= CACCLICKIT AC D17D " °"` ®`
isssiiisi llli!s 1 11
GRAPHIC SQ6L
20 0 10 20 40
IN FEET
1 inch = 20 ft.
DIMENSION & TYPE
fism
PROPOSED DRAINAGE SCHEDULE
INVERT ELEVATIONS
13111:64111114401 9 Wim
PROP. DIRECTION OF DRAINAGE FLOW ARROW
j!)
EXISTING ELEVATION
8.5
.o
/-8
PROP. TOP OF CURB & FINISHED GRADE ELEV.
8.0
PROPOSED ELEVATIONS
CB-1
fps
G.C. TO VERIFY MAX 27a SLOPE IN
d
ANY DIRECTION AT HANDICAP SPACE
AND ACCESSIBILITY ROUTE
SLOPE ALONG ACCESS PATH NOT TO
CB-2
EXCEED 5% SLOPE-2% CROSS SLOPE
PROPOSED DRAINAGE SCHEDULE
INVERT ELEVATIONS
13111:64111114401 9 Wim
Flood Legend
For compliance with Chapter 11C • the Miami—Dade County Cod
Spec;al Flood Hazard Area — Outside Special Flood Hazard Area
Commercial, Industrial & Multi Uni -7
ffr=KT�77 -
Kom
•
CB-1
fps
9.75
d
4.5*
CB-2
fps
8.13
Q
4.5*
-Nam
CB-3
Opp
9.9
5.0*
CB-4
opt
9.7
5.0
5.0*
CB-5
opt
9.35
•
5.0
5.0
6.5 (RD)
CB-6
opt
ai
9.95
5.0
7.0 (RD)
PROVIDE POLLUTION
RETARDANT BAFFLES AT ALL EXALTRATION TRENCHES
Flood Legend
For compliance with Chapter 11C • the Miami—Dade County Cod
Spec;al Flood Hazard Area — Outside Special Flood Hazard Area
Commercial, Industrial & Multi Uni -7
n
41
ffr=KT�77 -
Kom
•
n
41
4
•
•
•
•
-Nam
•
ai
4
•
•
•
•