11-1169R-004olwqmw��
I u a V 2#1 If) L, tayfiz EM R-1
' L- SID . Q
BOTTOM ELEV. CATCH BASIN MANHOLE
(SEE NOTE 2) 1
LENGTH OF PIPE FABRIC
LENGTH • FRENCH DRAIN
LONGITUDINAL SECTION
SELECT FIH SEE C-2
N
RENE CASKET
SEE BAFFLE DETAIL
D- PIPE DIAME T rim'
PLAN
BRACKET DETAIL I In
1. SECTION OF A.C.M.P. CUT IN HALF. BAFFLE ELEVATION
n1AklP7r0 Tn PP AC DM TAPI 17 1
POUUTION RETARDANT BASIN
(BAFFLE TYPE) NOT TO SCALE
Ii
Ell
FILLET EACH
_L —BRICK
60 WALL -CONC.
2-#6 ALL
*11----44 0 12* O.C.
3.-" 4 BRICK
#-On
Dw 6" CONC.
V4 H PS 0
12" C MRS
#4L--QL-1 2" W
u
11
"-CONST. JOINT 'I
PERMITTED
ALTERNATE "A'
60TH WAYS
EINFORCING
SHALL BE IN
CENTER 1/3
OF WALL
CONSL JOINT,
PERMITTED
vir-19,71iffoTa
[a mu
ORNER FILLET
STD. C.B
r
(SEE SD 22)
3'-6- LQUARE
&
0-
Ir
io w
3 lYP
x
%
olwqmw��
I u a V 2#1 If) L, tayfiz EM R-1
' L- SID . Q
BOTTOM ELEV. CATCH BASIN MANHOLE
(SEE NOTE 2) 1
LENGTH OF PIPE FABRIC
LENGTH • FRENCH DRAIN
LONGITUDINAL SECTION
SELECT FIH SEE C-2
N
RENE CASKET
SEE BAFFLE DETAIL
D- PIPE DIAME T rim'
PLAN
BRACKET DETAIL I In
1. SECTION OF A.C.M.P. CUT IN HALF. BAFFLE ELEVATION
n1AklP7r0 Tn PP AC DM TAPI 17 1
POUUTION RETARDANT BASIN
(BAFFLE TYPE) NOT TO SCALE
Ii
Ell
FILLET EACH
_L —BRICK
60 WALL -CONC.
2-#6 ALL
*11----44 0 12* O.C.
3.-" 4 BRICK
#-On
Dw 6" CONC.
V4 H PS 0
12" C MRS
#4L--QL-1 2" W
u
11
"-CONST. JOINT 'I
PERMITTED
ALTERNATE "A'
60TH WAYS
EINFORCING
SHALL BE IN
CENTER 1/3
OF WALL
CONSL JOINT,
PERMITTED
vir-19,71iffoTa
[a mu
rr
REFER M FD(Yr INDEX 300 & 515 FOR
ADDITIONAL INFORMATION
—EXIST. DRIVEWAY TO BE
REMOVED AND REPLACED WITH
NEW DRIVEWAY PER CURRENT
FOOT & ADA STANDARDS
16' DEPRESSED
DRIVEWAY CURB 61
EXIST. 2' CURB & GUTTER� PER FDOT INDEX EXIST. 2' CURB & GUTTER
(TYPE F) A 300 & 310 E F)
GRASS AREA GRASS AREA
EXPAN JOINf
slo N'
PROP. 5' CONC. SIDEWALK 15' DRIVEWAY EXPANSION JOINT
PROPERTY UNE/—/
R/W LINE
ra'Ss x4ovillem
m O
—111 7
mm.
REFER TO SOILS REP09T FOR DETAILED SPE01
ml
LAWE'a-mv
I IV NOT TO SCALE
qr
U.S. HIGHWAY NO.1
INGRESS-- -DRIVEWAY -DETAIL
EXIST. DRIVEWAY TO BE
REMOVED AND REPLACED WITH
NEW DRIVEWAY PER CURRENT NOTE:
FDOT & ADA STANDARDS FDOT CG 1_6)
REFER TO FDOT INDEX 300 do 515 FOR
16' DEPRESSED ADDITIONAL INFORMATION
3' 6' DRIVEWAY CURB 61
EXIST. 2' CURB & GUTTER PER FDOT INDEX /-EXIST. 2' CURB & GUTTER
(TYPE F) 300 31 E F)
GRASS AREA GRASS AREA
EXPANSION JOINT
PROP. 5' CONC. SIDEWALK It 15' DRIVEWAY EXIST. CONC. SIDEWALK
u _Irll
EXPANSION JOINT \\--PROPERTY UNE/
R/W LINE
NOT TO SCAtl
ORNER FILLET
klROUND-�
r
070
3'-6- LQUARE
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Ir
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3 lYP
x
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AA 0 9-
ZE30TH WAYS)
ALTERNATE "B"
rr
REFER M FD(Yr INDEX 300 & 515 FOR
ADDITIONAL INFORMATION
—EXIST. DRIVEWAY TO BE
REMOVED AND REPLACED WITH
NEW DRIVEWAY PER CURRENT
FOOT & ADA STANDARDS
16' DEPRESSED
DRIVEWAY CURB 61
EXIST. 2' CURB & GUTTER� PER FDOT INDEX EXIST. 2' CURB & GUTTER
(TYPE F) A 300 & 310 E F)
GRASS AREA GRASS AREA
EXPAN JOINf
slo N'
PROP. 5' CONC. SIDEWALK 15' DRIVEWAY EXPANSION JOINT
PROPERTY UNE/—/
R/W LINE
ra'Ss x4ovillem
m O
—111 7
mm.
REFER TO SOILS REP09T FOR DETAILED SPE01
ml
LAWE'a-mv
I IV NOT TO SCALE
qr
U.S. HIGHWAY NO.1
INGRESS-- -DRIVEWAY -DETAIL
EXIST. DRIVEWAY TO BE
REMOVED AND REPLACED WITH
NEW DRIVEWAY PER CURRENT NOTE:
FDOT & ADA STANDARDS FDOT CG 1_6)
REFER TO FDOT INDEX 300 do 515 FOR
16' DEPRESSED ADDITIONAL INFORMATION
3' 6' DRIVEWAY CURB 61
EXIST. 2' CURB & GUTTER PER FDOT INDEX /-EXIST. 2' CURB & GUTTER
(TYPE F) 300 31 E F)
GRASS AREA GRASS AREA
EXPANSION JOINT
PROP. 5' CONC. SIDEWALK It 15' DRIVEWAY EXIST. CONC. SIDEWALK
u _Irll
EXPANSION JOINT \\--PROPERTY UNE/
R/W LINE
NOT TO SCAtl
•
•
41
%
•
41
%