102615WFB08-005CONCERT WALK 3,000 PSI, 4" CONCRETE WALK AT
FINISH WITH
MEDIUM BROOM ASPHALT: PLACE ON COMPACTED FILL W/
BROOM OR BAKING SODA FINISH.
REINFORCE SLAB WITH 6x6-W1.4xW1.4
1/4" TOOLED CONTROL WWF. PROVIDE CONTROL JOINTS @5'-0"
JOINT @ 5'-0" O.C. O.C. MIN. THICKEN EDGE WHERE EXPOSED
U.O.N. AGGREGATE CONCRETE MEETS ASPHLAT.
REINF. 6x6-W1.4xW1.4 3' -0" - -----
WELDED WIRE FABRIC
PREPARED SUB-GRADE
CONTROL JOINT
4 1 " =1' -0" 1 3
5
EXPANSION JOINT
CONCRETE WALK
FINISH AS REQUIRED
1/2" EXPANSION JOINT
SHALL BE ASPHALT
FIBER IMPREGNATED
PREFORMED FILLER
FULL DEPTH OF
CONCRETE.
REINF. 6x6-W1.4xW1.4
WELDED WIRE FABRIC
PREPARED SUB-GRADE
SEE ENLARGED DETAIL
THIS SHEET FOR
LETTERING OF SIGN
.125" THK. ALUMINUM
SHEET SIGN
BACKGROUND.
1/2" BORDER.
NOTE:
THE DOLLAR AMOUNT
OF THE FINE IS TO BE
PER THE LOCAL
AUTHORITY.
1 1/2" DIA. GALV.
STEEL PIPE.
8"0 CONC. FOOTING.
NOTE: 1. ONE SIGN AT EACH NEW DISABLED PARKING SPACE
2. SIGNAGE AND PARKING SPACE DEMARCATION SHALL
CONFORM TO LATEST D.O.T. STANDARDS AND FLORIDA
ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION.
3. PROVIDE SIGNAGE INDICATING PENALTY FOR ILLEGAL USE
OF SPACE.
4. WHERE APPLICABLE, PROVIDE ADDITIONAL SIGNAGE
INDICATING "VAN-ACCESSIBLE" PER FBC 11-4.6.4 (TYP.
OF 1 PER 8 SPACES.)
ACCESSIBLE PARKING
SIGNAGE DETAIL
0
1" = 1' -o„
CONCRETE WALK W/
DETECTABLE WARNING
SURFACE - EXPOSED
AGGREGATE CONCRETE
[11-4.29.2(2) AND
11-4.29.5].
1/2" EXPANSION JOINT
SHALL BE ASPHALT
FIBER IMPREGNATED
PREFORMED FILLER
C-V1CT1K1(-_ ASPHALT
NOTE: CONTRACTOR TO
.
CONSTRUCT SIDE WALK ..... PAVING.
.. TV
WITH NO DETECTABLE . ....... !: ... ..... .. :"
....... ...
CROSS SLOPE, 5 CONT., TYP. M. 1#
INCLUDING FINISH OF i ir
BROOM FINISH AND PREPARED SUBGRADE.
DETECTABLE WARNING . ......
NOTE: EXPOSED
SURFACES (1:50 CROSS AGGREGATE WARNING
SLOPE MAX.) SURFACE SHOULD
CONTRAST IN COLOR
FROM SIDEWALK &
(2)-#4 CONTINUOUS ASPHALT.
EXPOSED AGGREGATE DETECTABLE
WARNING SURFACE AT FLUSH SIDEWALK
i " =1' -0"
CROSS SLOPE (AWAY FROM BUILDING)
MUST NOT BE GREATER THAN 1:50
J" RADIUS (TYP.) VARIES
PLANTING TYP. CONSTRUCT CRUBS AS NEEDED—,
HOLD BACK LANDSCAPING
;f.. A AI. .
'A
NOTE: WALKWAY SHALL BE CONSTRUCTED
IN ACCORDANCE WITH SECTION 145
"CONCRETE SIDEWALK SPECIFICATIONS"
OF THE MIAMI-DADE COUNTY PUBLIC
WORKS STANDARD SPECIFICATIONS.
PEDESTRIAN WALKWAY
2/AS1. 2 lot —1' -0"
EXISTING NEW
A
EXISTING
DOOR
EXISTING
SLAB
ill
COMPACT
A LLER
6" SUBGRADE COMPACTED TO A MIN
FIELD DENSITY OF 90% OF MAX. DENSITY
PER AASHTO T180-70
FINISH GRADE
4" CONCRETE SLAB (3,000 PSI) ON
COMPACTED FILL WITH BROOM OR BAKING
SODA FINISH. REINFORCE SLAB
/6x6-W1.4xW1.4 WELDED WIRE FABRIC IN
SLAB. PROVIDE CONTROL JOINTS @5'-0"
O.C. MIN. TOOL ALL CONTROL JOINTS
J" DEEP BY J" WIDE (J" RADIUS)
EXPANSION JOINTS SHALL BE FULL
DEPTH (920'-0" O.C.
4" CONCRETE SLAB (3,000 PSI) ON COMPACTED FILL WITH BROOM OR
BAKING SODA FINISH. REINFORCE SLAB W/6x6-W1.4xW1.4 WELDED
WIRE FABRIC IN SLAB. PROVIDE CONTROL JOINTS @5'-0" O.C. TOOL
ALL CONTROL JOINTS J" DEEP BY J" WIDE (J" RADIUS)
EXPANSION JOINTS SHALL BE FULL DEPTH @20'-0" O.C.
1-1/2" DIA. GALVANIZED
VARIES STEEL GUARDRAIL
1-1/2" DIA. GALVANIZED
STEEL INTERMEDIATE
GUARDRAIL
(1) -#3 CONTINUOUS
co
r") EACH SIDE OF POST
NEW EXTERIOR LANDING
COMM. NO. 11001.000
TYPICAL
TO MATCH HEIGHT OF
CITY OF-SbU I H IMIAI'vil
NEW CONCRETE WALK.
EXISTING SLAB, SLOPE
IS. :REQUI:RED, `I--1E SYMBOL
THICKEN AT STEP, SEE
AWAY FROM BUILDING
U E
SHAI..I.. BE 11-11(31-1 AND IN COLOR.
COMPACT DETAIL 2/AS1.2
1:50 MAX.
- - --- --a-
HANDICAPPED
FILLER REINF. W/6x6-W1.4
I
;1•PROVED BY:
xW1.4 WELDED WIRE
SYMBOL
J.T.S.
Z7 A A**Z- '7* 7
A
FABRIC
co •
4
A
11' '.F'-,
PROP. LIM ')
(SEE DTI_.. TI-11S S:--I-r!.\)
PARKING .,PACE
—2' -0
A
COMPACTED
AnnRFnATF RAqF
80 '—COMPACTED SUBGRADE
n
(2)-#4 CONTINUOUS
3000 PSI CONC. - 4" THICK, BROOM OR BAKING SODA FINISH CENTER
6x6-W1.4xW1.4 W.W.F. IN SLAB CONTROL JOINTS - 5'-0" O.C. TOOL ALL
\ILEXISTING FOOTING CONTROL JOINTS J" DEEP BY J" WIDE (J" RADIUS) EXPANSION JOINTS
AND FOUNDATION SHALL BE FULL DEPTH - 20'-0" O.C. MIN. UNLESS NOTED OTHERWISE
EXTERIOR CONCRETE STEP AND RAIL DETAIL
7/AS1.2 199=19-091
........... ............
PARKING By, DISABI ED
DERMIT OIL I Y
12"
AWAY ON
AND
FINE UP TO Sz50.00
5,_
ARCHITECT:
-BERMELLO-A.JAMIL &PARTNERS, INC.
Architecture Engineerinb Pfanning
-cLandscapd-Arohitecture
--- In6Wicr Dcsigr
2601 Sou►h BAyshore Drive,,fbth Floor
Miami, Florida 33143 - 04
(305) 859-2050 Fax (305) 0-3700
Ir
i I L -N, X1
1. TOP PORTION OF SIGN SHALL HAVE T
INI ERNA111 IONAL F-IANDs%'..AP
A REFLECTIVE' BlUIE-_ B-ACKGIROUND WFTH
Wf--IITE REFLECTIVE SYMBOL. "0 _)Ytv4BOL IA1NTIED
ON
PAVEMENT ,131.1F )
2. 13-0-70M PORTION SHALL HAVE A
REFLECTIVE WI--fl_rE BACKGROUND WIT[--:
BLACK OPAQU'E' LEE'GEND) AND BORDER.
f" BRICAT
'A ON ONE
SIGN 1,,/..-AY BE
PANE;_ OR TWO, 4:. 4
4. SIGNS ARE 'T.0 BE M01UN"FED Al A z
5 (COMMON
::� "T-V
-ESS
I--iE:!GFiT OF 7 . ..... 0" FROM PAV:FMFN--' -0 ('FYP. ALL ACC
BO•"I'0M. OF' SIGN. S TA. I.. S
NO'I'E:
PAVEMENT MIARKINGS FOR PARKING AREAS S:HAI I.. B E AS R1:_,',-,H_..:RED By, SECTION 710. 9'71 1
D SPECIFICATIONS ROAD AND BRIDGE CONST:R'I_1'CT ION.
AND 9�1 19 OF -rf--:E DOT STANDARD
HANDICAPPED PARKING SIGN HANDICAPPED PARKING
N. 1'. S. NA'.S.
ACCESSIBLE PARKING STALL INFORMATION
?
/-10
0
�X
;6574
CONSTRUCTION
DOCUMENTS -
_j
REVISIONS:
PROJECT NAME:
SOUTH MIAMI HOSPITAL
EAST TOWER ADA SITE UPGRADES CE
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
COMM. NO. 11001.000
'USE OF PA'VEMEN!
SYM.BCA.. IN 1111ANDICAPPED
CITY OF-SbU I H IMIAI'vil
DATE: 02-09-2011 t
PARKING SPAC:ES
IS. :REQUI:RED, `I--1E SYMBOL
WI--fl_T_E
ON BI
U E
SHAI..I.. BE 11-11(31-1 AND IN COLOR.
•CHECKED: BH
HANDICAPPED
CADD FILE: H:INSTITU7IONAL
;1•PROVED BY:
PAVEMENT
SYMBOL
J.T.S.
DETAIL
........ [1ANDICAPPED SIGN
11' '.F'-,
PROP. LIM ')
(SEE DTI_.. TI-11S S:--I-r!.\)
PARKING .,PACE
—2' -0
:.. AS1. sy
1---P'OP. T"PE D ("i'llRE?
ON
WHITE
WIfH
-1 .5" LE : S
4" SOLID
BLU E
00
ARCHITECT:
-BERMELLO-A.JAMIL &PARTNERS, INC.
Architecture Engineerinb Pfanning
-cLandscapd-Arohitecture
--- In6Wicr Dcsigr
2601 Sou►h BAyshore Drive,,fbth Floor
Miami, Florida 33143 - 04
(305) 859-2050 Fax (305) 0-3700
Ir
i I L -N, X1
1. TOP PORTION OF SIGN SHALL HAVE T
INI ERNA111 IONAL F-IANDs%'..AP
A REFLECTIVE' BlUIE-_ B-ACKGIROUND WFTH
Wf--IITE REFLECTIVE SYMBOL. "0 _)Ytv4BOL IA1NTIED
ON
PAVEMENT ,131.1F )
2. 13-0-70M PORTION SHALL HAVE A
REFLECTIVE WI--fl_rE BACKGROUND WIT[--:
BLACK OPAQU'E' LEE'GEND) AND BORDER.
f" BRICAT
'A ON ONE
SIGN 1,,/..-AY BE
PANE;_ OR TWO, 4:. 4
4. SIGNS ARE 'T.0 BE M01UN"FED Al A z
5 (COMMON
::� "T-V
-ESS
I--iE:!GFiT OF 7 . ..... 0" FROM PAV:FMFN--' -0 ('FYP. ALL ACC
BO•"I'0M. OF' SIGN. S TA. I.. S
NO'I'E:
PAVEMENT MIARKINGS FOR PARKING AREAS S:HAI I.. B E AS R1:_,',-,H_..:RED By, SECTION 710. 9'71 1
D SPECIFICATIONS ROAD AND BRIDGE CONST:R'I_1'CT ION.
AND 9�1 19 OF -rf--:E DOT STANDARD
HANDICAPPED PARKING SIGN HANDICAPPED PARKING
N. 1'. S. NA'.S.
ACCESSIBLE PARKING STALL INFORMATION
?
/-10
0
�X
;6574
CONSTRUCTION
DOCUMENTS -
_j
REVISIONS:
PROJECT NAME:
SOUTH MIAMI HOSPITAL
EAST TOWER ADA SITE UPGRADES CE
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
COMM. NO. 11001.000
SCALE:
CITY OF-SbU I H IMIAI'vil
DATE: 02-09-2011 t
BUILDING DEPT'..
DRAWN: NP
STRUCTURAL
•CHECKED: BH
CADD FILE: H:INSTITU7IONAL
;1•PROVED BY:
DRAWING TITLE:
.",.,.SITE
DETAIL
-.9,HEET NO.
_._ ��
:.. AS1. sy