09-49-0051'-691
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
6" CURB
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
P.C. AND P.T. OF CURVES.
„A„
JUNCTION OF EXISTING AND
NEW SIDEWALKS.
»B/f
5'-0" CENTER TO CENTER
ON SIDEWALKS
WHERE SIDEWALK ABUTS
CONCRETE CURBS, DRIVEWAYS,
"C"
AND SIMILAR STRUCTURES
ALSO, EVERY 50 FEET OF
CONTINUOUS SIDEWALK
�J �J TYPE "A" JOIN
1 —3/4" DIA. O.D. CONC. FILLED BLUE P.T.
GALV. MTL. PIPE MARKINGS
o,
69X1'-6" DEEP NON —SHRINK 1P LIP
EPDXY GROUT FOOTING
2 WELDED #3 BARS
4" LONG
COMPACTED FILL
NOTE: SEE PLAN FOR
SIGN LOCATIONS
ACCESSIBLE SIGN
N.T.S.
17" X 28" SLAB OPENING FOR
5'-0" GRATE AND 25'90 FOR MANHOLE
0 0
- ....
LO
00
,^ ,1I J1 :�• � •tj
W l �• i•�.1• �... •ny .: \•'�. •, l:•V• �.. ....� _ • .— ... —.- 1.
PLAN
MANHOLE FRAME & COVER _\
(USF 310—STORM)
2" CLR. (TYP)
#4 ® 12" EACH WAY
(BOTTOM SLAB & WALLS)
CATCH BASIN FRAME & GRATE
(USF 4105-6224)
2'-1" 0 FOR
MANHOLE COVER
1Z
2"CLR.
(TYP.) �.
'< I 2'-3" FOR
FOR GRATE ONLY
I I
w
a'
w CL
#4 ® 12" -- - i-
Q EACH WAY
' I 00
POLLUTION
BAFFLE
(TYP.)
N
6 $$
•
,.s
wil
I 899
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.
NOTE: SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION
FOR ACCESSIBLE PARKING AND ACCESSIBLE AISLE.
TYPICAL ACCESSIBLE PARKING LAYOUT
SCALE: 3/1 6"=1'-0"
6'-0"
1 2" _ 't r�l z IA "M unl C'c 1299
_
FRONT PAVEMENT
NOTE:
EACH WHEEL STOP TO BE SECURED BY TWO 30"
LONG #5 REBARS IN ASPHALTIC PAVT.
WHEEL STOP DETAIL
N.T.S.
899
2#4 REBARS
3"
-2-1/2"'
I
'
2
--I I--3"
END
DRAINAGE STRUCTURE TABLE
ID
TYPE
RIM/
GRATE
PIPE
INVERT
STRUCTURE
INVERT
POLLUTION
BAFFLE
A
CATCH BASIN
11.65
7.00
3.50
1(S)
B
CATCH BASIN
11.10
7.00
3.50
2(N,E)
C
CATCH BASIN
11.10
7.00
3.50
2(E,W)
D
CATCH BASIN
1 1 .10
7.00
3.50
1(W)
AC0UAI TIr` f-r%KIP`DCTC
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.
TYPE "B"
JOINT-
CA
8 /7
6" CURB
TABLE OF SIDEWALK
THICKNESS "Tr
LOCATION
RESIDENTIAL AND INTERIOR AREAS
4"
AT DRIVEWAYS AND OTHER AREAS
6"
EQUAL TO
SIDEWALK WIDTH
R/W LINE
EXIST.
SIDEWALK
i 1
i I
i 1
i I
P.
C. 't
NEW SIDEWALK TYPE "A" JOINT -
SIDEWALK PLAN
N.T.S.
1 —1 /2"
1 /4„ 1 /8„ 1 /2„
1 /499R 1 /`='9 R 1 /4„ R
e. a a' A. a
e a e
a f 1 A s a A q a a
. e
° .1° < °.
TYPE "A" TYPE ABA TYPE "C
SIDEWALK JOINTS EXPANS ON OJOINTD
MATERIAL
SEE PLANS
1 /4" PER FT. SLOPE
a v e- a'v
SECTION
STANDARD SIDEWALK CONSTRUCTION
N.T.S.
1 /2"R
2"R
CA
aw
PAVEMENT
2"R
3/4" R
(V
I
TYPE "F" CURB AND GUTTER
ASPHALTIC CONCRETE
LIMEROCK
BASE
LIMEROCK tiao-K��t��'
;•r��;r�...� ��_ SELECT FILL
Q BASE i%
OVERLAP
01 FILTER FABRIC
> odg ALL SIDES
15" 0 CORR.
M PERF. PIPE
p-I PIPE —+— o
I INV. EL. 7.00 0
0 1 f—Off
EL. 3.00 OCTOBER
g Q
O HIGH WATER LEVEL)
8 g 1 " TO 2" BALLAST
° ° ROCK
ao
°
IIII�" "(�IIII
3'-3"
FRENCH DRAIN SECTION
N.T.S.
N.T.S.
SLOPE TO MATCH
1 /2"R DRIVEWAY SLOPE
3/4"R
(O td• t i :t •'
DRIVEWAY CURB
N.T.S.
8" CONCRE" `t'
#5 ® 12"
6" LIMEROCK BASE
(LBR 100) COMPACT
TO 98% DENSITY
(ASTM D-1557)
12" STABILIZED SUBGRAD
(LBR 70) COMPACTED
TO 98% DENSITY
(ASTM D-1557)
COMPACTE,,
95% DENSITY
(ASTM D-1 557)
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-1557)
COMPACTED SUBGRADE '
95% DENSITY
(ASTM D-1557)
ASPHALTIC PAVEMENT
N.T.S.
'EMOSI
-ALEJAWDROAtIVIOS R.A.
arc:h
-ilects
18501 QinBlvd., Suite 107
Pembrokese Pines FL 33029
Te'• ;r'51,`_4427J2k -
Fax: (951) 442 7.90 ;
e-mail. remosbl� g@acl.com-_
SOMERSET CHARTER
SCHOOL
@
South Miami
-5876 SW 68th Street
South'Miami, FL 33143
i
CONSULTANTS:
JEANETH ARDILA
architect
ALBERTO CHINCHILLA
architect
ALEJANDRO CABAL -CABAL
architect
MARCEL ADRIAN PEREZ
architect
-18501 Pines Blvd., Suite 107
Pembroke Pines FL 33029
STRUCTURAL ENG.:
EDUARDO GONZALEZ P.E. INC.
Structural Engineers
J. Eduardo Gonzalez P.E.
-717 Ponce de Ledn Blvd., Suite 335
Coral Gables FL. 33134
Tel: (305) 445 5100
Fax: (305) 445 6644
e-maili eddygon@bellsouth.net
I
M.E.P. ENG.:
INGEMEL SA LLC.
DESIGN & BUILD ENGINEERING COMPANY
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
I pmorales@ingemel.com
CIVIL ENG.:
Consulting Engineering
& Science, Inc.
Nelson H. Ortiz, P.E. 57556
-10700 North Kendall Drive Suite 400
Miami FL 33176
Tel: (305) 378 5555
Fax: (305) 279 4553
e-mail: nortiz@CESMIAMI.com
LANDSCAPE ARCH.:
M. L. IA. GROUP INC.
-690 N 13th Street Suite 105
Fort La derdale FL =04
Tel: (95'4) 763 4071
Fax:(9d4) 4671688 ,
e-mail: lagroupinc@yahpaCSm,l, i
", ,
SEAL'.,r° t�?
.y t
at �LI a
j u=
FOIL - M. ,,,•'"'�;•
RICHA $OCHNQVH�t
PE-19833' P (C L)
Architect
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
i
Copyright
Sheet Title
SITE/DRAINAGE
DETAILS
Sheet Number
C=3