09-191-003I
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PARKING BY DISABLED
PERMIT ONLY
TOW -AWAY ZONE
AND
FINE UP TO $250.00
1 -1 /2" W. GALV. STRAP
W/ CARRIAGE THRU
BOLTS FOR SIGN MOUNTING
INTERNATIONALLY
APPROVED ACCESIBLE
SIGN. WHITE SYMBOL
ON BLUE BACKGROUND
-
1-1/2" BLACK LETTERS ON
WHITE BACKGROUND
1-3/4" DIA. O.D. CONC. FILLED
GALV. MTL. PIPE
6 "X1' -6" DEEP NON - SHRINK
EPDXY GROUT FOOTING
2 WELDED #3 BARS
4" LONG
• COMPACTED FILL
E-� NOTE: SEE PLAN FOR
SIGN LOCATIONS
ACCESSIBLE SIGN
N.T.S.
17" X 28" SLAB OPENING FOR
5' -0" GRATE AND 25 "0 FOR MANHOLE
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PLAN
2" CLR. (TYP)
#4 ® 12" EACH WAY
(BOTTOM SLAB & WALLS)
CATCH BASIN FRAME & GRATE
(USF 4105 -6224)
MANHOLE FRAME & COVER
(USF 310 - STORM) 2' -1” 0 FOR
MANHOLE COVER
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2 "CLR
(TYP.)
-3" FOR
FOR GRATE ONLY
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#4 0 12” a
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Q EACH WAY
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•• �� ?•_� POLLUTION 7 •' "
BAFFLE
6" i:' 4 0 699 io
(TYP.)
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7.
' M
8„
WHEN USED AS MANHOLE I WHEN USED AS CATCH BASIN
SECTION
NOTES:
1. SUMP 2' -0" (TYP.), EXCEPT AT POLLUTION CONTROL
STRUCTURES SUMP TO BE 3' -6 ".
2. PROVIDE BAFFLES AS REQUIRED BY MIAMI -DADE
D.E.R.M., AS NOTED.
CATCH BASIN /MANHOLE DETAIL
N.T.S.
6" CURB
NOTE: SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION
FOR ACCESSIBLE PARKING AND ACCESSIBLE AISLE.
TYPICAL ACCESSIBLE PARKING LAYOUT
SCALE: 3/16 " =1' -0"
6' -0"
12" C� G
FRONT PAVEMENT
NOTE:
EACH WHEEL STOP TO BE SECURED BY TWO 30"
LONG #5 REBARS IN ASPHALTIC PAVT.
WHEEL STOP DETAIL
N.T.S.
$„
2 #4 REBARS
3"
2 -1/2"
I
-1/2„
END
ACDUAI TIf` hnkil"DE!TC
1. PROVIDE BAFFLE WHEREVER PIPE ENTERS
FRENCH DRAIN.
2. BAFFLE SHALL BE TYPE S -15 HYDRO- BAFFLE AS
MANUFACTURED BY GEOTECHNICAL MARINE CORP.
OR APPROVED EQUAL.
FRENCH DRAIN CONNECTION DETAIL
N.T.S.
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
RESIDENTIAL AND INTERIOR AREAS
P.C. AND P.T. OF CURVES.
AT DRIVEWAYS AND OTHER AREAS
JUNCTION OF EXISTING AND
BASE
NEW SIDEWALKS.
12/23/08
5' -0" CENTER TO CENTER
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6< fir
ON SIDEWALKS
WHERE SIDEWALK ABUTS
CONCRETE CURBS, DRIVEWAYS,
"C"
AND SIMILAR STRUCTURES
OVERLAP
ALSO, EVERY 50 FEET OF
CONTINUOUS SIDEWALK
TYPE "A" JOINT
T.
TYPE "B"
JOINT
N
r
TABLE OF SIDEWALK
THICKNESS "Tr
LOCATION
"T"
RESIDENTIAL AND INTERIOR AREAS
4"
AT DRIVEWAYS AND OTHER AREAS
6"
EQUAL TO
SIDEWALK WIDTH
R/W LINE
EXIST.
SIDEWALK
i I
P.C. 't
NEW SIDEWALK TYPE "A" JOINT -
SIDEWALK PLAN
6" CURB
N.T.S.
Q LIMEROCK �a3
BASE . � -1 1-
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o -I PIPE —+
I INV. EL. 7.00
in — — 1 ,_0„
ao
CbMA
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O
1 -1 /2"
1/4"
1 /4 "R 1 /4'' R 1/4"R
d•. G °d d'. d
d ° d
d
aQ ° d. d C
TYPE TYPE TYPE "C'
X O.
D SIDEWALK JOINTS EXPANSION JOINT
MATERIAL °
/4" PER FT. SLOP
SECTION
STANDARD SIDEWALK CONSTRUCTION
N.T.S.
2 „R 1 /2 „R 6„ 2 „R
3/4"R
.•' i 3 "R
N i <•
�
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d
t
A
PAVEMENT I.8 "_
. 2' -0" _1
TYPE "F” CURB AND GUTTER
ASPHALTIC CONCRETE
0880
Model File:
LIMEROCK
Drawn by:
V.Q. / A.M.
Approved by:
BASE
Date:
12/23/08
Scale:
�, ;.✓emu
6< fir
1'
SELECT FILL
OVERLAP
FILTER FABRIC
ALL SIDES
15" 0 CORR.
PERF. PIPE
0
1' —O„
EL. 3.00 (OCTOBER
Y HIGH WATER LEVEL'
I
1 " TO 2" BALLAST
° ROCK
0
`ems
IIII� " "�IIII
3' -3"
FRENCH DRAIN SECTION
N.T.S.
N.T.S.
SLOPE TO MATCH
1/2"R DRIVEWAY SLOPE
lk
3/4 "R
N
d • 1 i
d.t d• t �'
+.
2' -O„
DRIVEWAY CURB
N.T.S.
8" CONCRr-Tc- `"'
#5 0 12"
6" LIMEROCK BASE
(LBR 100) COMPACI
TO 98% DENSITY
(ASTM D -1557)
12" STABILIZED SUBGRAD
(LBR 70) COMPACTED
TO 98% DENSITY
(ASTM D -1557)
COMPACTE-
95% DENSITY
(ASTM D -1557)
CONCRETE PAVEMENT
N.T.S.
1-1/2" ASPHALTIC CONCRETE J
(TWO LIFTS -TYPE S -3) Q
6" LIMEROCK BASE-
(LBR 100) COMPACTED
TO 98% DENSITY
(ASTM D -1557)
12" STABILIZED SUBGRADE
(LBR 70) COMPACTED fW
TO 98% DENSITY a
(ASTM D -1557)
COMPACTED SUBGRADE
95% DENSITY
(ASTM D -1557)
ASPHALTIC PAVEMENT
N.T.S.
"i1110
Project No:
0880
Model File:
Drawn by:
V.Q. / A.M.
Approved by:
N.H.O.
Date:
12/23/08
Scale:
AS SHOWN
1�
•46
1
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