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5'-0'
SECTION
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1 1/2"0
METAL RAILING
TO BE PAINTED
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r 5' -0' 4'
SECTION
SCALE 3/8" = 1' -0"
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ELEVATION /SECTION
SCALE 3/8" = 1' -0"
NOTES:
1. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
2. RAILING TO BE ANCHOR AND SECURED AS REQUIRED.
3. PROVIDE DETECTABLE WARNINGS AT ALL EXIT RAMPS.
TYPICAL EXIT RAMP DETAIL
6"
SACK FINISH PAINT TRAFFIC
YELLOW CONCRETE OR
3/4" R. (TYP.) FINISH PAVING
i
_ 6" MINIMIM
-11=11 ..
EARTH III ,1
#4 0 48" O.C.
NOTE: PROVIDE 1/4- EXPANSION JOINTS ® MAXIMUM 25' -0"
INTERVALS AND AT CURVES, TANGENTS AND CORNERS.
EXTRUDED CURB DETAIL
SCALE 1/2" = 1' -0"
4' L, 18" SOLID SEE SIGN
4' 4' T. BLUE. DETAIL
4" STRIPES - (DOUBLE) 4" STRIPES-(DOUBLE)-
PAINT TRAFFIC BLUE PAINT TRAFFIC WHITE
(15 MILS
THICKNESS). ITYP. (THICKNESS). IMTYP.
0
I
CENTER OF 4"
0' 12' -0' 0 IPE (T. WHITE)
FACE OF CURB/
SIDEWALK
TO BE PAINTED
o TRAFFIC YELLOW o
M M
4' 1' -0'
0
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CENTER OF 4"
9' -6" STRIPE (T. WHITE)
OR
OR 10' -0" FACE OF CURB/
SEE SITE PLAN SIDEWALK
TO BE PAINTED
TRAFFIC YELLOW
SEE
SIGN-- CAR STOP L- CAR STOP
DETAIL (TYPICAL) (TYPICAL)
TYPICAL HANDICAP TYPICAL 9' -6" PARKING SPACE
PARKING SPACE SCALE ''e"` '• - °-
SCALE 1/8'= 1' -0"
7'_n" 17"
HANDICAPPED SYMBOL
PARKING DETAIL
NOTE: PAINT SYMBOL BELOW
ONTO PAVED SURFACE WITH
(2) COATS OF HANDICAP BLUE
PAINT. MANUF. AS PER DEPT.
OF TRANSPORTATION SPECS.
PARKING BY DISABLE
PERMIT ONLY
TOW —AWAY ZONE
& FINE UP TO $250
oL +7' -0"
A.F.G.
NOTES:
1. TOP PORTION OF FTP -25 SHALL HAVE A REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE SYMBOL.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
3. PROVIDE SIGN POST. MIN. 2" 0 GALVANIZED STEEL PIPE SECURED
AND MOUNTED AS REQUIRED. PAINT TRAFFIC YELLOW.
HANDICAP PARKING SIGN DETAIL
SCALE 1 1/2" = 1' -0"
NOTE:
1. ALL SIGNS SHOWN SHALL
CONFORM TO U.S. MANUAL
SPECIFICATIONS. to
2. ALL SIGNS SHOWN SHALL -I
BE REFLECTORIZED TO
SHOW THE SAME COLOR BY
NIGHT AS BY DAY.
3. ALL SIGNS SHALL BE
SECURELY MOUNTED ON
GALVANIZED STEEL CHANNEL
POSTS.
4. INSTALL QUANTITY AND AT
LOCATIONS REQUIRED BY
CODE AND /OR AS INDICATED
ON DRAWINGS. CONFIRM ALL =
HANDICAPPED SIGNAGE
o
CODES.
to
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WHITE ON GREEN
SEE SIGN DETAIL
AS REOD. BY CODE.
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POST POST
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ESCUTCHEON (TYP.)
t4" ALUMN. RAILING
COLOR WHITE
PROVIDE SHOP DRAWINGS
FOR ARCH. APPROVAL.
RAILING DETAIL (TYPICAL)
SCALE 3/8" = 1' -0"
PRO —TEK PARKING BLOCKS
STYLE PB -1 72" RECYCLE
2" s" POLYMER — INSTALL PER.
MFG. SPECS WITH REQUIRED
HARDWARE
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MINIMUM LENGHT = 18"
NOTE: PROVIDE ONE WHEELSTOP
IN AS INDICATED ON SITE PLAN
A WHEEL STOP DETAIL
/tCE55191
NOTE: PROVIDE ADDITIONAL
'VAN ACCESSIBLE" SIGNAGE
AT LOCATIONS REQUIRED BY
CODE AND /OR AS INDICATED
ON DRAWINGS.
2" 0 GALVANIZED STEEL PIPE
PAINT TRAFFIC YELLOW
li 8" 0 STEEL PIPE W/ CONCRETE
F PAINT TRAFFIC YELLOW.
FINISH
PAVING
III I :a II �rll-
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ACCESSIBLE PARKING
SCALE 1/2" 1' -0"
PARKING BY
BLACK ON PERMIT ONLY
WHITE WITH TOW -AWAY ZONE
1 1/2- LETTERS AND
FINE UP TO $250 +7' -0" OIL
A.F.G.
NOTE
1. PROVIDE SIGN POST. MIN. 2" 0 GALVANIZED STEEL PIPE SECURED &
MOUNTED AS REQUIRED. PAINT TRAFFIC YELLOW.(SIMILAR TO H.C. POST.)
BABY STROLLER PARKING SIGN DETAIL
SCALE 1 1/2" = 1' -0"
SCALE 1 1/2" = 1' -0"
2" HEAVY DUTY PAVEMENT
LIME ROCK BASE
A C D d A•
4. • A .101
L— STABILIZED SUB -GRADE
ASPHALT PAVING
SCALE 3/4" = 1' -0"
CONCRETE W/
6x6 6/6 W.W.M.
BASE AS PER SPECS
CONCRETE PAVING DETAIL
4' -0'
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LARROW TO BE PAINTED
TRAFFIC WHITE (15 MILS
MINIMUM THICKNESS)
TYPICAL TRAFFIC ARROW
CENTER LINE OF STREET _ _ _ _ _ _
I NOTE: IT IS CONTRACTORS RESPONSIBILITY TO SW
74th STREET 1
RELOCATE ANY TREES THAT MAY INTERFERE WITH
N NEW EMERGENCY EXR RAMPS. VERIFY IN FELD.
1 8" EXISTING LANDSCAPE AREA TO REMAIN
0 31' -8" (RECEIVING ROOM.) 291.33' 2 I
N in EXISTING CONC. SIDEWALK TO REMAIN 21 g' -2"
34' -1 1 "
5'
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NEW 6" CONCRETE SLAB. – • ' :•' •+ ;. �. ; I ° NEW 6' HIGH CHAIN
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REPAIR EXISTING HEAVYFDUTY z� "" " " " " ""
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(n a ( Z ��° I 2 NEW DUMPSTER ENCLOSURE
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21 19' 2 19' 19, 2 15' -2" H.C. PATH s AFIRE DEPT. NOV. 19, 02
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H.C. SPACE
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1.33. ,
O o O o 30' -2' (EXISTING) EXISTING CONC. SIDEWALK TO REMAIN 30' -2" (EXISTING) ' EXUNG LANDSCAPE O o 0 o I
AREA TO REMAIN (TYP.)
N
SW 73rd STREET
—
- - - CENTER LINE OF STREET _ _ _ _ _ _ _
®SITE PLAN
SCALE 1 " = 20' -0"
LOT AREA: 94,154 S.F. = 2.16 ACRES
BUILDING AREA
EXISTING. 29,509 S.F. (INCLUDING EXTERIOR COOLER /FREEZERS)
PROPOSED 28,359 S.F. (INCLUDING EXTERIOR COOLER /FREEZERS)
TnTAI. KII_IAADCD !- C' D.ADV.If\IC CD.A.CCC 06 Cn.A.CCC
(INCLUDING 5 HANDICAPS, 2 STROLLERS)
NOTE:
1. EXISTING DRAIN FIELDS TO BE CLEANED OF
DEBRIS AND DIRT TO IMPROVE DRAINAGE.
2. RESEAL PARKING AND RE— STRIPE
PAINT CURBS AND CAR STOPS TRAFFIC YELLOW
NEW LANDSCAPE
LANDSCAPE PLAN
19' I ASEE
19' I
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R2' -6"
6" CURB R2' -6" R2' -6"
NEW CURBS. SEE EXTRUDED
CURB DETAIL ON THIS SHEET.
(TYPICAL)
NOTE: COORDINATE ALL DIMENSIONS WITH SITE PLAN AND
VERIFY IN FIELD. (TYPICAL)
NEW TYPICAL LANDSCAPE ISLAND DETAIL
SCALE 3/32" = 1' -0"
W /6x6 -10/10 W.W.M. ON
WELL COMPACTED FILL
TYPICAL RAMP SECTION
NOT TO SCALE
4" REINF. CONC. SLAB
W /6x6 -10/10 W.W.M. ON
2' -0" WELL COMPACTED FILL
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1 #4 CONT.
8"
TYPICAL THICKENED EDGE
N.T.S.
�3•
6"
A2
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6 ` s (TYPICAL)
° \ ` 8" 0 STANDARD PIPE COLUMN
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CONCRETE FILLED PAINT
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a/°'> TRAFFIC YELLOW
.Q •: (SEE DETAIL ON THIS SHEET)
6' °
V
NEW 6' HIGH CHAIN \ `° �' NEW 6' HIGH CHAIN LINK
LINK FENCE ENCLOSURE .. GATE (2) W/ INSERTS.
WITH INSERTS. (TYPICAL) s �' 50•
NEW 4" R.C. SLAB.
WITH THICKEN EDGE. 6'
SEE DETAIL ON THIS
SHEET.
NEW DUMPSTER ENCLOSURE DETAIL
SCALE 1/8" = 1' -0"
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SITE
PLAN
DATE:
JUNE 17, 2002
DRAWN BY:
CHECKED BY:
DIVISION
MIAMI
LOCATION NO.
285
W.D. GUIDE PLAN
PROJECT NO.
WD #0704
DRAWING NO.
SP -1 of
SHEET NO.
OF _
N I
I
EXISTING CARSTOPS TO
REMAIN VERIFY LOCATIONS I
II
IN FIELD. IF EXISTING
CARSTOP IS MAGE15 OR
NOT EXISTING PROVIDE
NEW AS INDICATED. (TYP.) —
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U IN FIELD. IF EXISTING c I�
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NOT EXISTING PROVIDE EXISTING DRIVEWAY EXISTING DRIVEWAY
II NEW AS INDICATED. (TYP.) NEW CURBS TO REMAIN (TYPICAL) TO REMAIN (TYPICAL) `:I I
lI
1.33. ,
O o O o 30' -2' (EXISTING) EXISTING CONC. SIDEWALK TO REMAIN 30' -2" (EXISTING) ' EXUNG LANDSCAPE O o 0 o I
AREA TO REMAIN (TYP.)
N
SW 73rd STREET
—
- - - CENTER LINE OF STREET _ _ _ _ _ _ _
®SITE PLAN
SCALE 1 " = 20' -0"
LOT AREA: 94,154 S.F. = 2.16 ACRES
BUILDING AREA
EXISTING. 29,509 S.F. (INCLUDING EXTERIOR COOLER /FREEZERS)
PROPOSED 28,359 S.F. (INCLUDING EXTERIOR COOLER /FREEZERS)
TnTAI. KII_IAADCD !- C' D.ADV.If\IC CD.A.CCC 06 Cn.A.CCC
(INCLUDING 5 HANDICAPS, 2 STROLLERS)
NOTE:
1. EXISTING DRAIN FIELDS TO BE CLEANED OF
DEBRIS AND DIRT TO IMPROVE DRAINAGE.
2. RESEAL PARKING AND RE— STRIPE
PAINT CURBS AND CAR STOPS TRAFFIC YELLOW
NEW LANDSCAPE
LANDSCAPE PLAN
19' I ASEE
19' I
i�`c.,..s s' t S1s�
,��' " :fit; r ,�•x,,hs '��.�«- .4:i-•�Y� �a0 �•�,r ' r'� <rT �:�k,�
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R2' -6"
6" CURB R2' -6" R2' -6"
NEW CURBS. SEE EXTRUDED
CURB DETAIL ON THIS SHEET.
(TYPICAL)
NOTE: COORDINATE ALL DIMENSIONS WITH SITE PLAN AND
VERIFY IN FIELD. (TYPICAL)
NEW TYPICAL LANDSCAPE ISLAND DETAIL
SCALE 3/32" = 1' -0"
W /6x6 -10/10 W.W.M. ON
WELL COMPACTED FILL
TYPICAL RAMP SECTION
NOT TO SCALE
4" REINF. CONC. SLAB
W /6x6 -10/10 W.W.M. ON
2' -0" WELL COMPACTED FILL
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1 #4 CONT.
8"
TYPICAL THICKENED EDGE
N.T.S.
�3•
6"
A2
CO' ,� r,►•� 3 "0 CHAIN LINK POST
6 ` s (TYPICAL)
° \ ` 8" 0 STANDARD PIPE COLUMN
g• ° `,
CONCRETE FILLED PAINT
°
° d BENJAMIN MOORE #741)
a/°'> TRAFFIC YELLOW
.Q •: (SEE DETAIL ON THIS SHEET)
6' °
V
NEW 6' HIGH CHAIN \ `° �' NEW 6' HIGH CHAIN LINK
LINK FENCE ENCLOSURE .. GATE (2) W/ INSERTS.
WITH INSERTS. (TYPICAL) s �' 50•
NEW 4" R.C. SLAB.
WITH THICKEN EDGE. 6'
SEE DETAIL ON THIS
SHEET.
NEW DUMPSTER ENCLOSURE DETAIL
SCALE 1/8" = 1' -0"
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SITE
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DATE:
JUNE 17, 2002
DRAWN BY:
CHECKED BY:
DIVISION
MIAMI
LOCATION NO.
285
W.D. GUIDE PLAN
PROJECT NO.
WD #0704
DRAWING NO.
SP -1 of
SHEET NO.
OF _
NEW LANDSCAPE
LANDSCAPE PLAN
19' I ASEE
19' I
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,��' " :fit; r ,�•x,,hs '��.�«- .4:i-•�Y� �a0 �•�,r ' r'� <rT �:�k,�
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R2' -6"
6" CURB R2' -6" R2' -6"
NEW CURBS. SEE EXTRUDED
CURB DETAIL ON THIS SHEET.
(TYPICAL)
NOTE: COORDINATE ALL DIMENSIONS WITH SITE PLAN AND
VERIFY IN FIELD. (TYPICAL)
NEW TYPICAL LANDSCAPE ISLAND DETAIL
SCALE 3/32" = 1' -0"
W /6x6 -10/10 W.W.M. ON
WELL COMPACTED FILL
TYPICAL RAMP SECTION
NOT TO SCALE
4" REINF. CONC. SLAB
W /6x6 -10/10 W.W.M. ON
2' -0" WELL COMPACTED FILL
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1 #4 CONT.
8"
TYPICAL THICKENED EDGE
N.T.S.
�3•
6"
A2
CO' ,� r,►•� 3 "0 CHAIN LINK POST
6 ` s (TYPICAL)
° \ ` 8" 0 STANDARD PIPE COLUMN
g• ° `,
CONCRETE FILLED PAINT
°
° d BENJAMIN MOORE #741)
a/°'> TRAFFIC YELLOW
.Q •: (SEE DETAIL ON THIS SHEET)
6' °
V
NEW 6' HIGH CHAIN \ `° �' NEW 6' HIGH CHAIN LINK
LINK FENCE ENCLOSURE .. GATE (2) W/ INSERTS.
WITH INSERTS. (TYPICAL) s �' 50•
NEW 4" R.C. SLAB.
WITH THICKEN EDGE. 6'
SEE DETAIL ON THIS
SHEET.
NEW DUMPSTER ENCLOSURE DETAIL
SCALE 1/8" = 1' -0"
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SITE
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DATE:
JUNE 17, 2002
DRAWN BY:
CHECKED BY:
DIVISION
MIAMI
LOCATION NO.
285
W.D. GUIDE PLAN
PROJECT NO.
WD #0704
DRAWING NO.
SP -1 of
SHEET NO.
OF _
WITH INSERTS. (TYPICAL) s �' 50•
NEW 4" R.C. SLAB.
WITH THICKEN EDGE. 6'
SEE DETAIL ON THIS
SHEET.
NEW DUMPSTER ENCLOSURE DETAIL
SCALE 1/8" = 1' -0"
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LOCATION NO.
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W.D. GUIDE PLAN
PROJECT NO.
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DRAWING NO.
SP -1 of
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DRAWING TITLE
SITE
PLAN
DATE:
JUNE 17, 2002
DRAWN BY:
CHECKED BY:
DIVISION
MIAMI
LOCATION NO.
285
W.D. GUIDE PLAN
PROJECT NO.
WD #0704
DRAWING NO.
SP -1 of
SHEET NO.
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