08-1320-0031' -6ff
I
r-
PARKING BY DISABLED
PERMIT ONLY
�I TOW -AWAY ZONE
AND
FINE UP TO $250.00
0
i�
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
J `
' •M COMPACTED FILL
—qTtD�
I
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
0
o
LO f:
:.�
00
A.
PLAN
2" CLR. (TYP)
#4 ® 12" EACH WAY
(BOTTOM SLAB & WALLS)
CATCH BASIN FRAME & GRATE
(USF 4105 -6224)
MANHOLE FRAME & COVER
(USF 310 - STORM) GE 2' -1" 0 FOR
MANHOLE COVER
� I �
I 1
w
D-
w #4 ® 12" -- --�- - - �
Q EACH WAY -
`_ POLLUTION
BAFFLE
6ff 0 , j.. 6ff
4' "
(TYP.) ,� I
N
lTqR
ir
1 8 ff
n
WHEN USED AS MANHOLE 1 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" _ `t ro% z 7A ",A unl CC 1210
FRONT PAVEMENT
NOTE:
EACH WHEEL STOP TO BE SECURED BY TWO 30"
LONG #5 REBARS IN ASPHALTIC PAVT.
WHEEL STOP DETAIL
N.T.S.
$ff
2 #4 REBARS
3"
—2-1/2"
- -- sr
--I I~3"
END
ACOUAI TIll r1nKI/10CTC
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
N.H.O.
NEW SIDEWALKS.
99Bff
5' -0" CENTER TO CENTER
2 "CLR.`Aj
ON SIDEWALKS
'•'
(TYP.)
AND SIMILAR STRUCTURES
Pedro Arias P.E. 63813
ALSO, EVERY 50 FEET OF
CONTINUOUS SIDEWALK
Patricia Morales P.E. 63818
FOR
-2071 Johnson Street, Suite 115
FOR GRATE ONLY
I 1
w
D-
w #4 ® 12" -- --�- - - �
Q EACH WAY -
`_ POLLUTION
BAFFLE
6ff 0 , j.. 6ff
4' "
(TYP.) ,� I
N
lTqR
ir
1 8 ff
n
WHEN USED AS MANHOLE 1 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" _ `t ro% z 7A ",A unl CC 1210
FRONT PAVEMENT
NOTE:
EACH WHEEL STOP TO BE SECURED BY TWO 30"
LONG #5 REBARS IN ASPHALTIC PAVT.
WHEEL STOP DETAIL
N.T.S.
$ff
2 #4 REBARS
3"
—2-1/2"
- -- sr
--I I~3"
END
ACOUAI TIll r1nKI/10CTC
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
N.H.O.
NEW SIDEWALKS.
99Bff
5' -0" CENTER TO CENTER
AS SHOWN
ON SIDEWALKS
WHERE SIDEWALK ABUTS
CONCRETE CURBS, DRIVEWAYS,
AND SIMILAR STRUCTURES
Pedro Arias P.E. 63813
ALSO, EVERY 50 FEET OF
CONTINUOUS SIDEWALK
TABLE OF SIDEWALK
THICKNESS TT"
LOCATION
"T"
RESIDENTIAL AND INTERIOR AREAS
4"
AT DRIVEWAYS AND OTHER AREAS
6"
TYPE "A" JOINT EQUAL TO
T. , �,� SIDEWALK WIDTH
' R/W LINE
EXIST.
SIDEWALK
- - - - -- 7-
TYPE "B"
JOINT
P.C.
NEW SIDEWALK /TYPE "A" JOINT
SIDEWALK PLAN
N
6" CURB
N.T.S.
�R� E
ALEJANDRO REMOS R.A.
- architects
-18501 Pines Blvd., Suite 107
- - , ------ _ _ _ _ _ Pembroke Pines FL 33029
_ - - Tel: (954) 442 7122
- Fax:(954) 442 7190
e -mail: remosbldg @aol.com
SOMERSET CHARTER
SCHOOL
1-1/2" @
1 /4" 1 /8" 1 /299 South Miami
1 /4" R 1 /4" R 1 /4" R
5876 SW 68th Street
South Miami, FL 33143
°. ° d' ° ° O ° d'
° 4 °
CONSULTANTS:
v q v . e v
° ' a ° ' a a ° a , JEANETH ARDILA
architect
TYPE "A" TYPE TYPE "Coo ALBERTO CHINCHILLA
architect
SIDEWALK JOINTS EX/
PANS ON OJOINTD ALEJANDRO CABAL -CABAL
MATERIAL architect
SEE PLANS MARCEL ADRIAN PEREZ
1/4" PER FT. SLOPE architect
-18501 Pines Blvd., Suite 107
Pembroke Pines FL 33029
STRUCTURAL ENG.:
EDUARDO GONZALEZ P.E. INC.
Structural Engineers
J. Eduardo Gonzlilez P.E.
-717 Ponce de Le6n Blvd., Suite 335
SECTION Coral Gables FL. 33134
Tel. (305) 445 5100
Fax: (305) 445 6644
e -mail: eddygon @bellsouth.net
STANDARD SIDEWALK CONSTRUCTION M.E.P. ENG.:
N.T.S.
1/219R 691 29PR
2 "R
3/
,•' •i 3 "R
N < N
< I
PAVEMENT I.8
2' -Off
TYPE "F" CURB AND GUTTER DRIVEWAY CURB
ASPHALTIC CONCRETE
LIMEROCK
BASE
VI !• 'H•'fY1lCw>•.+IvrF.. tt�t:.n.y;w3tr
w
• +ry Yir�ry;•�l f'f'"tQ; f•.f� ^�Y• jai• ^.`�H
�'Ntl'il! 'L,.11'L.uT �.tir1� Yi:.t. `.'l' lY•r.`C}S�
LIMEROCK .as��'��+'=;�ti�=r�.•." +�wY•��, SELECT FILL
Q BASE
OVERLAP
Q 0A FILTER FABRIC
> .I °� ALL SIDES
15" 0 CORR.
M PERF. PIPE
p�I PIPE — +— o
I INV. EL. 7.00 o
`n 1 f -Off 1 9_009
A11111 -1 8?°
EL. 3.00 OCTOBER
8 0 — HIGH WATER LEVEL'
°
`8 g 1 to TO 2" BALLAST
° ROCK
IIII�1h "Ijjllll
3' -3" i
FRENCH DRAIN SECTION
N.T.S.
N.T.S.
-690 NE 13th Street Suite 105
N.T.S. Fort Lauderdale FL 33304
Tel: (954) 763 4071
Fax: (954) 4671688
e -mail: mlagroupinc @yahoo.com
8" CONCRETE W/ SEAL• ';�'
#5 0 12" E.W. �., n
..A j 4 n NLSI IirOR
e PE- 57$56.
REVISIONS:
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
(TWO LIFTS -TYPE
6" LIMEROCK BASE
(LBR 100) COMPAC
TO 98% DENSITY
(ASTM D -1557)
12" STABILIZED SU
(LBR 70) COMPACT
TO 98% DENSITY
(ASTM D -1 557)
COMPACTED SUBGRADE '
95% DENSITY
(ASTM D -1557)
ASPHALTIC PAVEMENT
N.T.S.
0 I1/13/09I ADDRESS DERM COMMENTS
Architect
J
O
O
1-
D
Z
Project No:
0880
Model File:
INGEMEL SA LLC.
V.Q. / A.M.
Approved by:
N.H.O.
Date:
DESIGN & BUILD ENGINEERING COMPANY
Scale:
AS SHOWN
STATE OF FLORIDA CA No. 9113
Pedro Arias P.E. 63813
Patricia Morales P.E. 63818
-2071 Johnson Street, Suite 115
Pembroke Pines FL. 33029 USA
Tel: (954) 318 2264
Fax: (954) 450 7216
e -mail: pedroa @ingemel.com
"R
SLOPE TO
MATCH
pmorales @ingemel.com
1/2"R
DRIVEWAY
SLOPE
3/4 "R
CIVIL ENG.:
`V
Consulting Engineering
(O
<.
<A 1d'� i' :� •
i
& Science, Inc.
Nelson H. Ortiz, P.E. 57556
i•
A.
<'•'
-10700 North Kendall Drive Suite 400
Miami FL. 33176
Tel: (305) 378 5555
$ f f
Fax: (305) 279 4553
e -mail: nortiz @CESMIAMI.com
2' -Off
LANDSCAPE ARCH.:
MLA GROUP INC
TYPE "F" CURB AND GUTTER DRIVEWAY CURB
ASPHALTIC CONCRETE
LIMEROCK
BASE
VI !• 'H•'fY1lCw>•.+IvrF.. tt�t:.n.y;w3tr
w
• +ry Yir�ry;•�l f'f'"tQ; f•.f� ^�Y• jai• ^.`�H
�'Ntl'il! 'L,.11'L.uT �.tir1� Yi:.t. `.'l' lY•r.`C}S�
LIMEROCK .as��'��+'=;�ti�=r�.•." +�wY•��, SELECT FILL
Q BASE
OVERLAP
Q 0A FILTER FABRIC
> .I °� ALL SIDES
15" 0 CORR.
M PERF. PIPE
p�I PIPE — +— o
I INV. EL. 7.00 o
`n 1 f -Off 1 9_009
A11111 -1 8?°
EL. 3.00 OCTOBER
8 0 — HIGH WATER LEVEL'
°
`8 g 1 to TO 2" BALLAST
° ROCK
IIII�1h "Ijjllll
3' -3" i
FRENCH DRAIN SECTION
N.T.S.
N.T.S.
-690 NE 13th Street Suite 105
N.T.S. Fort Lauderdale FL 33304
Tel: (954) 763 4071
Fax: (954) 4671688
e -mail: mlagroupinc @yahoo.com
8" CONCRETE W/ SEAL• ';�'
#5 0 12" E.W. �., n
..A j 4 n NLSI IirOR
e PE- 57$56.
REVISIONS:
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
(TWO LIFTS -TYPE
6" LIMEROCK BASE
(LBR 100) COMPAC
TO 98% DENSITY
(ASTM D -1557)
12" STABILIZED SU
(LBR 70) COMPACT
TO 98% DENSITY
(ASTM D -1 557)
COMPACTED SUBGRADE '
95% DENSITY
(ASTM D -1557)
ASPHALTIC PAVEMENT
N.T.S.
0 I1/13/09I ADDRESS DERM COMMENTS
Architect
J
O
O
1-
D
Z
Project No:
0880
Model File:
Drawn by:
V.Q. / A.M.
Approved by:
N.H.O.
Date:
12/23/08
Scale:
AS SHOWN
CES PROJECT No. 08065
0
Copyright
0
H
Sheet Title
LU
a SITE /DRAINAGE
DETAILS
Sheet Number
SOMERSET SOUTH MIAMI
't