11-1169-061I
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BRACKET DETAIL
(BAFFLE TYPE) TO
OMAN]
L- -BRICK
6" WALL -CONC.
2 - #6 ALL
.t 4 0 12" O.C.
t
t
t
'' " BRICK
! 6" CONC.
FILLET EACH
TIE
WRIT
FILLET
aco
1111mll
4 Qi 9" O.C--r
BOTH WAYS)
ALTERNATE "B"
GENERAL NOTES:
1. CIRCULAR STRUCTURES (ALTERNATES -A-) MAY BE CONSTRUCTED OF
CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (ALTERNATES
CONSTRUCTED OF • ONLY.
CONCRETE OR
REINFORCEMENT 2. WALL r THICKNESS ARE FOR EITHER CAST-IN-PLACE
OR PRECAST CONCRETE FOR PRECAST CIRCULAR UNITS
SPECIFICATIONS FOR B WALL REINFORCED
CONCRETE OR PRECAST CIRCULAR UNITS IN ACCORDANCE
ASTM SPECIFICATION •• AND FLOOR
r REINFORCEMENT ARE FOR ALL TYPES OF
CONSTRUCTION.
SPECIFICATIONS 3. PRECAST TOP AND/OR FLOOR SLABS MAY BE OF THE SAME CONCRETE
AS SPECIFIED IN ASTM FOR PRECAST CIRCULAR
SMOOTH 4. r W CHANNELS COMPOSED OF + OR BRICK AND
MORTAR, • r IN THE BOTTOMS OF
TO A DEPTH EQUAL TO HALF THE DIAMETER OF
CORNER 5. r, OR RECTANGULAR STRUCTURES ARE
NECESSARY ONLY WHEN STRUCTURES ARE USED IN CONJUNCTION
TOPS. WITH CIRCULAR
6. STRUCTURES SHALL BE SECURED TO INLET THROATS, OR
MANHOLE +• OF : LONG.
7. ANY INLET. MANHOLE, OR JUNCTION BOX USED IN CONJUNCTION
THROAT WITH ANY INLET OR MANHOLE TOP.
MORTAR 8. r TO SEAL THE PIPE IN THE WALLS OF
UNITS SHALL BE OF NOT CAUSE
LEAKAGE INTO OR OUT OF THE UNITS. MAXIMUM OPENING FOR PIPE
SHALL BE MAXIMUM REQUIRED O.D.
• OUTSIDE OF r WITH 1:2 CEMENT
MORTAR.
MANHOLE • • •
(TYPE • NOT TO SCALE
EDGE, .1
-. PROPOSED PAVEMENT
MATCH EXISTING PAVEME
.• .'
` •
.r
i
• y �t . •
EXISTlNG LIMEROCK BASE* it
-PROPOSED LIMEROCK
COMPACTED EXISTING i • 'r'rr COMPACTED SUBG r
SAWCUT PAVEMENT DETAIL
NOT TO SCALE
U.S. HIGHWAY NO.1
(SR -5)
4
2
EXIST. CONC.
SIDEWALK
EXIST. CURB
& GUTTER s
t i
5.5' 9' 13' DRIVEWAY 6.77'
PARALLEL CONCRETE
PARKING SIDEWALK
6" CONC.
CURB
t
p zi
NOT TO SCAI F
ff
`. r 98%
COMPACTION, DRY DENS
AASHTO T-180.
mm y S
REFER OILS 1 • , FOR DETAILED SPECS.
15' PLATTED CANAL
'1MAI� NTENANCE EASEMENT
I
NOT TO SCALE
K'3"* PAVEMENT SECTION
G+_5 NOT TO SCALE
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