04-52-035WIDTH VARIES SEE SITE PLAN
PROVIED 1 4 TOOLED JOINT AT MID SPAN
PAN
FINISH (o" x 6" W/
° AVEMENT TYPICAL # 10 W.W.F.
4 BASE R=1 "
C3 D> O
s
r�
Q O OO O 00
N c) D e ° O
I I M I IL I II 11=
III =III=
= I _ I I —I I
roll COMPACTED
-III II 11x = 1II —IIII III— SU5csRADE TO 98io
COMPACTED -''I IIII II III
F ILL MAX. DRY DENSITY
6" PER A O -50
W140 LBR MIN.
NOTES
THICKENED EDGE NOT REQUIRED WHERE
WALK ABUTTS STRUCTURE. C PROVIDE A 1/2"
NON - EXTRUDING EXPANSION JOINT AGAINST
STRUCTURE.
ALL CURIBS TO HAVE 3/4" EXPANSION
JOINTS AT MAXIMUM 100 FEET WITH DOWELS
4 CONTROL JOINTS AT MAX. 20 FEET -
ii TYPICAL PERIMETER 51DEWALK
N T.5.
I 12" min. PAVEMENT DIMENSIONS
PROPERTY LINE 6" REFER TO THIS POINT
FINISH GRADE
11 P RADIUS
PARKING
5UF�f ACE
2 -No. 4
BARS CONT. - .:
%g✓ »Z,..:w:�.l. :. �., ii%i. ' r:i Ii $ASE
00 C o O
I -I
�1 ° d OODOD
SU5GRADE
�T —, = ll�i V
11
S ALL CURBING TO 5E
3000 P51 28 DAY CONC.
� TYPICAL CONCRETE CURB DETAIL
0
6" RADIUS
IF
1
PAVEMENT LOGO PER FDOT INDEX No.
17346. SIZE 3 OR 5 FEET IN HEIGHT AND
WHITE IN COLOR
TYPICAL HANDICAP 5YM50L
N.T 5.
COMPRES51 VE STRENGTH
3500 P51 AT 25 DAYS.
No_ 4 BARS 10
12" O.C.E.W..—,
.I
1
WELL COMPACTED 5U5GRADE 98% MAX. DRY DENSITY
PER AASHTO T -150 W/40 LBR MIN.
6
TYPICAL CONCRETE PAVEMENT DETAIL
N.T.S.
c�
U,
4
8
r
1211
PARKING BY DISABLED
PERMIT ONLY
TOW AWAY ZONE
AND
FINE UP TO $250.00
HANDICAP 51GN DETAIL.
12" WIDE
WHITE ON
REFLECTIVE BLUE
BLACK ON
REFLECTIVE WHITE
N.T.S.
CONC. 50f;zpER 5RICK PAVERS
OR EDGER 12 ON
SEE SHF-ET 0 FOR L,0CATION
TYPE AND ADDITIONAL INFO.
•-
°• CONC. • _ -
REFER TO STRIUC,- DWGS-
•.
COMPACTED _ -
it —con=ACTED FILL
NOTE: PROVIDE cot*4TINUOUS TROWED CONCRETE CONTAINMENT eD ERS WITHOUT
.. _ • —.D
• .• NOT A5UTT AGAINST THE 5UILVING OR SIDEWALKS
CONCRETE
TYPICAL PAVER5 PAVEMENT DETAIL.
N.T.S.
31_/x11
21_611
3 NO. 5 BARS CON .
b I x io"
PRECAST GONG.
I I ° WHEEL STOP
PARIGING
SURJFACE
I I NO. 4 BARS THRU WHEEL STOP
AND GONG. SLAB. MIN 12" LONCs
PREGAST CONCRETE WHEEL5TOP
ELEVATION
PLAN
N.T.S.
?�L "TAP CONC'
R M EACH END AND
FER EACH SIDE
'GERED
fAL CORNER
LARDS
RETE COLUMN
MU— REFER TO
3 "x 3 "x 1/4"x 2' -0" LONG
METAL ANGLE GUARDS
W/ 1 4" X 2-1/2" L. TAPCONS
STAG�ERED
s�
TYPICAL GORNER GUARD DETAIL
N T.5.
` -J!`
VJ _
il
■IIW.
C
P
5
N
T
F
:HAS & ASSOCIATES, PA
ZCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 447 1501
JACHASTANET Q 801 -COM
R 0 0 1 2 6 1 1
IWNERS :
ALMS OF SUNSET J.V.
335 Blue Lagoon Drive, Suite 200
iami, Florida 33126
786.275.8480
786.275.8474
VJ
w
U)
:D W
O C-)M
T� Z W M
w O
O
LL
0
W (ji�
U) 't Q
0
a. to
0
o..
0..
e r r r< r r r
e r r t r
' r
r
r r t t r
r
r r r r r
r � i
r �
t
r r r r
DATE:
12 -14 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
A-e'
4
.I
1
WELL COMPACTED 5U5GRADE 98% MAX. DRY DENSITY
PER AASHTO T -150 W/40 LBR MIN.
6
TYPICAL CONCRETE PAVEMENT DETAIL
N.T.S.
c�
U,
4
8
r
1211
PARKING BY DISABLED
PERMIT ONLY
TOW AWAY ZONE
AND
FINE UP TO $250.00
HANDICAP 51GN DETAIL.
12" WIDE
WHITE ON
REFLECTIVE BLUE
BLACK ON
REFLECTIVE WHITE
N.T.S.
CONC. 50f;zpER 5RICK PAVERS
OR EDGER 12 ON
SEE SHF-ET 0 FOR L,0CATION
TYPE AND ADDITIONAL INFO.
•-
°• CONC. • _ -
REFER TO STRIUC,- DWGS-
•.
COMPACTED _ -
it —con=ACTED FILL
NOTE: PROVIDE cot*4TINUOUS TROWED CONCRETE CONTAINMENT eD ERS WITHOUT
.. _ • —.D
• .• NOT A5UTT AGAINST THE 5UILVING OR SIDEWALKS
CONCRETE
TYPICAL PAVER5 PAVEMENT DETAIL.
N.T.S.
31_/x11
21_611
3 NO. 5 BARS CON .
b I x io"
PRECAST GONG.
I I ° WHEEL STOP
PARIGING
SURJFACE
I I NO. 4 BARS THRU WHEEL STOP
AND GONG. SLAB. MIN 12" LONCs
PREGAST CONCRETE WHEEL5TOP
ELEVATION
PLAN
N.T.S.
?�L "TAP CONC'
R M EACH END AND
FER EACH SIDE
'GERED
fAL CORNER
LARDS
RETE COLUMN
MU— REFER TO
3 "x 3 "x 1/4"x 2' -0" LONG
METAL ANGLE GUARDS
W/ 1 4" X 2-1/2" L. TAPCONS
STAG�ERED
s�
TYPICAL GORNER GUARD DETAIL
N T.5.
` -J!`
VJ _
il
■IIW.
C
P
5
N
T
F
:HAS & ASSOCIATES, PA
ZCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 447 1501
JACHASTANET Q 801 -COM
R 0 0 1 2 6 1 1
IWNERS :
ALMS OF SUNSET J.V.
335 Blue Lagoon Drive, Suite 200
iami, Florida 33126
786.275.8480
786.275.8474
VJ
w
U)
:D W
O C-)M
T� Z W M
w O
O
LL
0
W (ji�
U) 't Q
0
a. to
0
o..
0..
e r r r< r r r
e r r t r
' r
r
r r t t r
r
r r r r r
r � i
r �
t
r r r r
DATE:
12 -14 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
A-e'