11-1169R-007# # # •
#' • # i
STD. MANHOLE #.
BOTTOM BASIN
E. NOTE
LENGTH OF B'
LENGTH OF DRAIN
LONGITUDINAL i
SELECT FILL SEE C-2
RENE CASKET
SEE BAFFLE DETAIL
I
.. DIAMETER
`_4
BRACKET DETAIL
I H-
1. SECTION OF A.C.M.P. CUT IN HALF. BAFFLE ELEVATION
rt.aa.— T^ nA An Mr-M TAMI C f
(BAFFLE POLLUTION ]RETARDANT BASIN
TYPE)
SAWCUT CLEAN EDGE, #. r
ROCK BASE AS SHOWN & PAVEMENT PROPOSED ASPHALT PAVEMENT
MATCH EXISTING PAVEMENT
EXISTING # "'
PROPOSED LIMEROCK BASE
EXISTING COMPACTED SUBGRADE PROPOSED COMPACTED SUBG
SAWCUT PAVEMENT DETAIL
NOT # SCALE
E�LL A
up • r
NER FILLET
s
a
I t
t
•t
• •
.44 ft �IiOfH' WAYS)
ALTERNATE
U.S. HIGHWAY
NO.1
PARALLEL
CONCRETE
PROP.
CONC.
r
EXIST. ..
CURB
& GLITTER
CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (ALTERNATES
r
i
°B' & 'C') SHALL BE CONSTRUCTED OF CONCRETE ONLY. THE
STD.
FDOT & ADA STANDARDS
—I I I -I I I -I I I.
III l I I — I --i 11-11 — i -1
I � I I— 1 a
p'
2.
_
5'
OR PRECAST CONCRETE EXCEPT THAT FOR PRECAST CIRCULAR UNITS
MATCH
& CONNECT TO
A.S.T.M. SPECIFICATIONS C -76, TABLE III, FOR B WALL REINFORCED
CURB PER FDOT INDEX
CONCRETE PIPE OR PRECAST CIRCULAR UNITS IN ACCORDANCE WITH
2' CURB & GUTTER
ASTM SPECIFICATION C -478 WILL BE ACCEPTABLE. TOP AND FLOOR
NO, 300 & 310
(TYP—
P.
SELECT I
GRASS AREA
•
CONSTRUCTION.
i
3.
PRECAST TOP AND /OR FLOOR SLABS MAY BE OF THE SAME CONCRETE
I
ion
20.5'
'#
UNITS.
# # # •
#' • # i
STD. MANHOLE #.
BOTTOM BASIN
E. NOTE
LENGTH OF B'
LENGTH OF DRAIN
LONGITUDINAL i
SELECT FILL SEE C-2
RENE CASKET
SEE BAFFLE DETAIL
I
.. DIAMETER
`_4
BRACKET DETAIL
I H-
1. SECTION OF A.C.M.P. CUT IN HALF. BAFFLE ELEVATION
rt.aa.— T^ nA An Mr-M TAMI C f
(BAFFLE POLLUTION ]RETARDANT BASIN
TYPE)
SAWCUT CLEAN EDGE, #. r
ROCK BASE AS SHOWN & PAVEMENT PROPOSED ASPHALT PAVEMENT
MATCH EXISTING PAVEMENT
EXISTING # "'
PROPOSED LIMEROCK BASE
EXISTING COMPACTED SUBGRADE PROPOSED COMPACTED SUBG
SAWCUT PAVEMENT DETAIL
NOT # SCALE
E�LL A
up • r
NER FILLET
s
a
I t
t
•t
• •
.44 ft �IiOfH' WAYS)
ALTERNATE
U.S. HIGHWAY
NO.1
PARALLEL
CONCRETE
PROP.
CONC.
r
EXIST. ..
CURB
& GLITTER
CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (ALTERNATES
i
°B' & 'C') SHALL BE CONSTRUCTED OF CONCRETE ONLY. THE
•
5.5' 9' 13' DRIVEWAY
7.66'
PARALLEL
CONCRETE
PARKING
SIDEWALK
6" CONC.
CIRCULAR STRUCTURES (ALTERNATES 'A') MAY BE CONSTRUCTED OF
CURB
CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (ALTERNATES
i
°B' & 'C') SHALL BE CONSTRUCTED OF CONCRETE ONLY. THE
•
FDOT & ADA STANDARDS
—I I I -I I I -I I I.
III l I I — I --i 11-11 — i -1
I � I I— 1 a
p'
0
NOT TO SCALE
34' LANDSCAPE
6' CONC. CURB
w w w w
DRIVEWAY Ir, 41r
U.S. HIGHWAY NO.1
INGRESS
—5J SCALE: 1`_-10
#
LEGEND
1 1/2- TYPE S-1 11 ASPHALTIC CONCRETE A w
8' LIMEROCK BASE — 98% COMPACTION
AS PER AASHTO T -180; MIN LBR =100;
MIN CARBONATE CONTENT = 70 %,
12' SUBGRADE — MIN LBR =40 — 98%
COMPACTION, DRY DENSITY, AS PER
AASHTO T -180.
NOTE-
REFER '# SOILS REPORT F• DETAILED SPECS.
N
O
NOT TO SCALE
NOT #
EXIST. DRIVEWAY TO BE
(OPTIONAL)
r~
GENERAL NOTES:
REMOVED AND REPLACED WITH
1.
CIRCULAR STRUCTURES (ALTERNATES 'A') MAY BE CONSTRUCTED OF
CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (ALTERNATES
i
°B' & 'C') SHALL BE CONSTRUCTED OF CONCRETE ONLY. THE
•
FDOT & ADA STANDARDS
CONCRETE MAY BE CAST —IN —PLACE OR PRECAST,
2.
WALL REINFORCEMENT AND THICKNESS ARE FOR EITHER CAST —IN —PLACE
5'
OR PRECAST CONCRETE EXCEPT THAT FOR PRECAST CIRCULAR UNITS
MATCH
& CONNECT TO
A.S.T.M. SPECIFICATIONS C -76, TABLE III, FOR B WALL REINFORCED
CURB PER FDOT INDEX
CONCRETE PIPE OR PRECAST CIRCULAR UNITS IN ACCORDANCE WITH
2' CURB & GUTTER
ASTM SPECIFICATION C -478 WILL BE ACCEPTABLE. TOP AND FLOOR
NO, 300 & 310
(TYP—
SLAB THICKNESS AND REINFORCEMENT ARE FOR ALL TYPES OF
GRASS AREA
•
CONSTRUCTION.
i
3.
PRECAST TOP AND /OR FLOOR SLABS MAY BE OF THE SAME CONCRETE
AS SPECIFIED IN ASTM SPECIFICATIONS C -478 FOR PRECAST CIRCULAR
ion
20.5'
35'
UNITS.
20' R
DRIVE THRU LANES
4.
SMOOTH FLOW CHANNELS COMPOSED OF CONCRETE, OR BRICK AND
®o
pO 7 C
EXIST. SIDEWALK
MORTAR, SHALL BE CONSTRUCTED IN THE BOTTOMS OF ALL STRUCTURES
CONC. CURB
TO A DEPTH EQUAL TO HALF THE DIAMETER OF THE LARGEST PIPE.
RAMP @ 12H:1V
= ' 15.
I
a
m
MAX. SLOPE PER
5.
CORNER FILLETS SHOWN FOR RECTANGULAR STRUCTURES ARE
EXIST' WALL
PROPERTY LINE]
FDOT INDEX N0. 304
NECESSARY ONLY WHEN STRUCTURES ARE USED IN CONJUNCTION
I
o . NO;tia,,;°
R/W LINE
WITH CIRCULAR TOPS.
I t
6.
STRUCTURES SHALL BE SECURED TO INLET THROATS, RISERS OR
I -
I�A
FOOT INDEX NO. 304
MANHOLE TOPS WITH A MINIMUM OF 6 —No. 4 BARS 12" LONG.
TYPE V CURB
.
7,
ANY INLET. MANHOLE, OR JUNCTION BOX MAY BE USED IN CONJUNCTION
WITH ANY INLET THROAT OR MANHOLE TOP.
DETECTABLE WARNING
8.
MORTAR USED TO SEAL THE PIPE IN THE WALLS OF THE PRECAST
PER
UNITS SHALL BE OF SUCH A MIX THAT SHRINKAGE WILL NOT CAUSE
LEAKAGE INTO OR OUT OF THE UNITS. MAXIMUM OPENING FOR PIPE
SHALL BE MAXIMUM REQUIRED O.D. + 6 ".
9.
THE OUTSIDE OF BRICK WALLS SHALL BE PLASTERED WITH 1:2 CEMENT
MORTAR.
PROPERTY LINE (R/W)
INLET, MANHOLE & JUNCTION BOX
6.5'
5' L
t!} NOT TO SCALE
(TYPE
EXISTING
PAVEMENT
0,073
SECTION 'A -A'
EXIST, DRIVEWAY TO BE
REMOVED AND REPLACED WITH
NEW DRIVEWAY PER CURRENT
FDOT & ADA STANDARDS
32.5' DEPRESSED DRIVEWAY
CURB PER FOOT INDEX 6 5' MATCH & CONNECT TO
NO. 300 & 310
EXIST. 2' CURB & GUTTER
TYP— BOTH-51 DES
GRASS AREA
t+ 2, R GRASS AREA
5' CONCRETE 20' R
SIDEWALK
.. :`
35:R
•oo
CPOA
000
4
_
PROPERTY LINE/
RAMP 0 12H:1V 1 *, P 0 12H:1V
R/W LINE
MAX. SLOPE PER MAX. SLOPE PER
FDOT INDEX NO. 304 35' R`. FDOT INDEX
4 0. 304
R2
DETECTABLE WARNING TYPE 'D° CURB
PER FDOT INDEX NO. 304
w w w w
DRIVEWAY Ir, 41r
U.S. HIGHWAY NO.1
INGRESS
—5J SCALE: 1`_-10
#
LEGEND
1 1/2- TYPE S-1 11 ASPHALTIC CONCRETE A w
8' LIMEROCK BASE — 98% COMPACTION
AS PER AASHTO T -180; MIN LBR =100;
MIN CARBONATE CONTENT = 70 %,
12' SUBGRADE — MIN LBR =40 — 98%
COMPACTION, DRY DENSITY, AS PER
AASHTO T -180.
NOTE-
REFER '# SOILS REPORT F• DETAILED SPECS.
N
O
NOT TO SCALE
NOT #
EXIST. DRIVEWAY TO BE
r~
REMOVED AND REPLACED WITH
NEW DRIVEWAY PER CURRENT
i
rr
•
FDOT & ADA STANDARDS
s
i
5'
32' DEPRESSED DRIVEWAY
MATCH
& CONNECT TO
CURB PER FDOT INDEX
EXIST.
2' CURB & GUTTER
NO, 300 & 310
(TYP—
BOTH SIDES)
GRASS AREA
•
�c
i
i
5' CONCRETE 2' R
GRASS AREA
SIDEWALK
35'
R^ .y ...
20' R
°
®o
pO 7 C
EXIST. SIDEWALK
00
00 00
RAMP @ 12H:1V
= ' 15.
I
MAX. SLOPE PER
(
EXIST' WALL
PROPERTY LINE]
FDOT INDEX N0. 304
I
RAMP 0 12H:1V
R/W LINE
IMD
MAX, SLOPE PER
FOOT INDEX NO. 304
TYPE V CURB
DETECTABLE WARNING
PER
FDOT INDEX NO. 304
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