12-225-001/
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/ PROVIDE EROSION
CONTROL SILT BARRIER
FENCE TYPE III AROUND
PERIMETER OF SITE
I PROVIDE EROSION t VF C13-4
I CONTROL SILT BARRIER 10.3
FENCE TYPE III AROUND 9.8
PERIMETER OF SITE ♦�
I � �
�10.4 T A 1 �r; GUY �
I � 9.9
EAST LINE, NORTHWEST 1/4, SECTION 36,
EXIST. 5' CHAIN
TOWNSHIP 54 SOUTH, RANGE 40 EAST LINK FENCE
10' SEWER EASEMENT AS PER
MDWASAD SEWER ASBUILT ES5297 -8
�-...... - - - -- - - --- - - -- __ - - - - -- � �- �- - - - --- �. --
Know what's below.
Call before you dig.
TRACT 3 (NOT A PART)
PAVING AND DRAINAGE PLAN N
1 "=20 I-o"
O�FOt`O�O \
'90 -o
4T•JJ
\NOO`00'49 "E
10.00'
LOTS 5 do 6, BLOCK 4 "OAK HEIGHTS"
PLAT BOOK 46, PAGE 64
15' PLATTED CANAL
MAINTENANCE EASEMENT \ /
\ EXIST. C.B.S.
WALL TO REMAIN
\ I
PROVIDE EROSION
CONTROL SILT BARRIER
FENCE TYPE III AROUND
11 PERIMETER OF SITE
WUP
1 I
11
11 V
1
1° I
IQ I
I
35' CANAL R/W
1
1.r
co
1�
IIN
11
PROPERTY CORNER
IN CANAL
00"W
- GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
DIMENSION & ME
COOrTE SECTION
A
1 B
C
DRIVE -THRU LANES
6"
1 6"
6"
4000 PSI CONC.
PAVING (MIN.)
W/ WIRE MESH • • : ' .
xX�- +z x •[
COMPACTED AGGREGATE
BASE • . . ' m
�......N
COMPACTED
SUIGRADE
CONCRETE PAVEMENT DETAIL
NOT TO SCALE
l
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i•• • • t • • Y • •
LEGEND
c
4 PROP. DIRECTION OF DRAINAGE FLOW ARROW. •
W
••c
.1 EXISTING ELEVATION :60
8.5
a.o PROP. TOP OF CURB do FINISHED GRADE ELEV.
8.0 PROPOSED ELEVATIONS
O G.C. TO VERIFY MAX 2% SLOPE IN
ANY DIRECTION AT HANDICAP SPACE
AND ACCESSIBILITY ROUTE
Q SLOPE ALONG ACCESS PATH NOT TO
EXCEED 5% SLOPE -2R CROSS SLOPE
NOTES
1. SITE CONTRACTOR SHALL GRADE ALL LANDSCAPED
AREAS TO AN ELEVATION 3" BELOW TOP OF CURB
OR SIDEWALK. REFER TO LANDSCAPE DRAWINGS.
2. SITE CONTRACTOR IS RESPONSIBLE FOR
GRADING ALL SITE, INCLUDING BERMS
AND SWALES, IF ANY. COORDINATE WITH
LANDSCAPE: DRAWINGS AND LANDSCAPE CONTRACTOR.
3. SITE CONTRACTOR IS RESPONSIBLE FOR
POSITIVE DRAINAGE OVER ENTIRE SITE.
NOTIFY CKE GROUP OF ANY PROBLEM AREAS.
4. GENERAL CONTRACTOR SHALL PROVIDE
SLEEVES FOR LANDSCAPE IRRIGATION LINES
PRIOR TO PAVING. COORDINATE WITH
IRRIGATION DRAWINGS AND IRRIGATION CONTRACTOR.
5. SILT BARRIER FENCE MUST BE INSTALLED PRIOR TO
START ANY WORK, AND MUST BE MAINTAINED IN
PLACE UNTIL COMPLETION OF PROJECT.
6• INSTALL WOVEN FILTER FABRIC WITHIN FRAME AND
GRATE OF ALL DRAINAGE STRUCTURES DURING
CONSTRUCTION.
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PROPOSED DRAINAGE SCHEDULE
Lowest F1eer Bev.
INVERT ELEVATIONS
STRUCTURE
TYPE
GRATE EL.
NE
SE
SW
NW
W
CB -1
'P'
9.0
4.5*
CB -2
'P'
8.9
4.5*
CB -3
'P'
9.9
.
5.0*
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CB -4
'P'
9.7
5.0
5.0*
CB -5
'P'
9.35
5.0
5.0
6.5 (RD)
CB -6
'P'
9.95
5.0
7.0 (RD)
* PROVIDE POLLUTION RETARDANT BAFFLES AT ALL EXFILTRATION TRENCHES
Flood Legend
For compliance with Chapter 11C of the Miami -Dade County Code
Special Flood Hazard Ana - Outside Specbl Flood Hazard Ante
Commercial, Industrial & Multi Units
Process #: • Folio ji: 09- 4036 -049-•0050 PI 95 PG �
Address: &iii S. DD(IE HIGHWAY MIAMI, FLORIDA Highest Crown of Road Elev.: 9.51
Highest Crown of Road Elevation above was taken from a certified survey prepared by:
CAMPANILE & ASSOCIATES, INC. PLS Lic. J:
Surveyed s Name
PAW4 AND DRAINNAGE PLANS
DERM/WC - ENVIRONMENTAL RESOURCES PERMIT (ERP copy ATTACHED) # N/A _ -
SFWMD - SURFACE STORMWATER PERMIT (swM PERMIT copy ATTACHED) # N/A
Total Impervious Area: 0.361 Ac. (If >2 ACRES DERM/WATER CONTROL (ERP) PERMIT AND APPROVED
AM & DRAINAGE MUST BE ATTACHED)
Underground Parking YES / NO (circle one) Basement: YES / NO (circle one)
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Lowest F1eer Bev.
Adjacent Grade Elay.
Lowest Catch Rain
Retention Ares
EXISTING:
11.31
10.71
-
N/A
PROPOSED:
11.0
10.0
_ L9
N/A_]
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