14
4''
2
CONFIGURATION
CONCRETE PARAPET
39'' CONSTANT-SLOPE
Parapet
3'-
3''
Constant throughout
jt. (mandatory)
Construction
1'-5''
parapet
Face of
Cross sectional area of parapet = 3.50 ft
full length
'' drip notch43
''219 ''2
17
maximum
3'-6"
Variable
"2
13'-
1
5"
max.
2"
min.
"2
19
"4
3
"4
3
6'' Ø Floor drain
CONSTANT-SLOPE PARAPET
REINFORCEMENT FOR 39"
DECK & PARAPET
"2
1
2'-
7
6"
BAR d(E) BAR d1(E)
"811'-0
1'-2"
" Rad.814
"2
1
1'-
11
2'-
7"
"437
"852 Rad.
"8111
2'-
0"
"411'-0
"8
31'-
10
BAR a2(E)
"41
7'-4"
1'-
0"
#4 e1(E)
#5 b(E)
6"±
a (E)
1
a(E)
b2(E)
joint filler.
pass thru alu
min
um sheets and cork
Reinforce
ment bars shall not
shall be epoxy coated.
Reinforce
ment bars desig
nated (E)
s
#6 b1(E)
bars over piers equall
y spaced between b(E)
bars
desig
ned.
(a(E)
& a1(E)
bars) to be
Transverse reinforce
ment
transverse reinforce
ment.
A of b2(E)
bars = 67
% of botto
m
b2(E)
bars equall
y spaced btw
n.
bms.
cl.
"21
1
CONSTANT-SLOPE PARAPET
REINFORCEMENT FOR 39"
DECK & PARAPET
#4 e(E)
min., typ.
2"
cl.
Lap
wit
h each a(E)
bar.
#6 a2(E)
bars
#5 b(E)
bars equall
y spaced at 12"± cts.
at 8"
cts.
#5 d(E)
at 8"
cts.
#5 d1(E)
")4
1(±
" cl.
41
2
cl.
1"
Parapet
3'-
8''
parapet
Face of
CONFIGURATION
CONCRETE PARAPET
44'' CONSTANT-SLOPE
jt. (mandatory)
Construction
Cross sectional area of parapet = 3.80 ft²
full length
'' drip notch43
maximum
3'-6"
Variable
1'-5"
"218 "2
18
6'' Ø Floor drain
Constant throughout
"2
13'-
6"
21
9
"4
3
"4
3
5"
max.
2"
min. 4"
CONSTANT-SLOPE PARAPET
REINFORCEMENT FOR 44"
DECK & PARAPET
6"
BAR d(E)
Rad.
"439
"8
7
2'-
10
"217
"212
"4
32'-
10
BAR d1(E)
"811'-0
1'-2"
" Rad.814
"2
1
1'-
11
2'-
0"
"411'-0
"8
31'-
10
BAR a2(E)
"41
7'-4"
1'-
0"
#5 b(E)
6''±
#5 b(E)
bars equall
y spaced at ±
12'' cts.
a1(E)
cl.
1''
a(E)
b2(E)
joint filler.
pass thru alu
min
um sheets and cork
Reinforce
ment bars shall not
shall be epoxy coated.
Reinforce
ment bars desig
nated (E)
s
#6 b1(E)
bars over piers equall
y spaced between b(E)
bars
desig
ned.
(a(E)
& a1(E)
bars) to be
Transverse reinforce
ment
transverse reinforce
ment.
A of b2(E)
bars = 67
% of botto
m
b2(E)
bars equall
y spaced btw
n.
bms.
'')
41
(±
'' cl.
41
2
cl.
'' 21
1
Lap
wit
h each a(E)
bar.
#6 a2(E)
bars
at 8"
cts.
#5 d(E)
#4 e(E)
#4 e1
E)
min.
2"
cl.
at 8"
cts.
#5 d1(E)
min.
2"
cl.
cl.
"21
3
CONSTANT-SLOPE PARAPET
REINFORCEMENT FOR 44"
DECK & PARAPET
See electrical details
electrical plans)
Light pole (See
8"
with bushing.
for wiring, replace cap
of conduit. When ready
Thread and cap end
plans)
pad (See electrical
Vibration isolation
10" "2111
ON CONCRETE PARAPET
LIGHT POLE MOUNTED
match light pole
Bolt circle to
Light pole base ¢
d3(E)
" cl.211
" cl.211
d2(E)
SECTION A-A
PLAN
A
A
6-#
6 d3(E)
bars
" (4
4"
Parapet)
21
3'-
6
" (3
9"
Parapet)
21
3'-
1
"2
111
10"
1'-3" 1'-3"
2'-6"
Superstructure.
included with Concrete
Cost of anchor rods is
Note:
"2
11'-
9
1'-
1"
1'-
0"
"2
18
"2
19
2"
44"
Parapet
39"
Parapet
Pole base
plans)
(See electrical
Leveling plate
3-#6 d2(E) bars
Coupling
1'-0"
Conduit
(See electrical plans).
Stainless steel wire cloth
plans)
(See electrical
2" PVC conduit
44" Parapet
39" Parapet
1'-1"
1'-0"
each rod.
1 regular nut & 1 locknut for
washers, 1 isolation washer,
for light pole) Provide 3 flat
Anchor rods (Dia. as specified
See electrical details
electrical plans)
Light pole (See
8"
with bushing.
for wiring, replace cap
of conduit. When ready
Thread and cap end
plans)
pad (See electrical
Vibration isolation
10"
match light pole
Bolt circle to
Light pole base ¢
d3(E)" cl.211
d2(E)
SECTION A-A
PLAN
A
A
6-#
6 d3(E)
bars
10"
1'-3" 1'-3"
2'-6"
Superstructure.
included with Concrete
Cost of anchor rods is
Note:
1'-
1"
1'-
0"
2"
44"
Parapet
39"
Parapet
Pole base
plans)
(See electrical
Leveling plate
3-#6 d2(E) bars
Conduit
(See electrical plans).
Stainless steel wire cloth
plans)
(See electrical
2" PVC conduit
"2111
" cl.211
" (4
4"
Parapet)
21
3'-
6
" (3
9"
Parapet)
21
3'-
1
"2
111"
21
1'-
9
"2
18
"2
19
ON CONCRETE PARAPET
LIGHT POLE MOUNTED
ALTERNATE
from reinforcement).
" cl.21(Maintain 1
Location for conduit
1'-1"
1'-0"
44" Parapet
39" Parapet
each rod.
1 regular nut & 1 locknut for
washers, 1 isolation washer,
for light pole) Provide 3 flat
Anchor rods (Dia. as specified
Nut & Washer
1'-3''
2'-0''
2'-0''
1'-
4''
2'-0''
2'-3''
44'' Parapet
39'' Parapet
hot dipped galvanized
(ASTM F 1554 Grade 105) Full length
Diameter as specified for light poles.
REINFORCEMENT
LIGHT PEDESTAL
BAR d3(E)
BAR d2(E)
ANCHOR ROD
Thread
9"
4'-
9'' (4
4'' Parapet)
4'-
4" (3
9'' Parapet)
3'-
3''
2'-
10''
Washer
Washer
Isolation washer
Locknut
- Panels @ '- '' long = '- ''
'- '' end to end parapet
Typical Panel
Section thru Parapet
6 - #4 e(E) bars, see
aluminum joints)
panels except at
Cork joint (typ. between
Section thru Parapet
4 x - #4 e1(E) bars, see
- #5 d(E) bars at 8'' cts.
Section thru Parapet
4 x - #4 e1(E) bars, see
- #5 d(E) bars at 8'' cts.
Section thru Parapet
8 - #4 e(E) bars, see
- Panels @ '- '' long = '- ''
'- '' end to end parapet
Typical Panel
aluminum joints)
panels except at
Cork joint (typ. between
3'-
3''
3'-
8''
INSIDE ELEVATION OF 39" PARAPET
INSIDE ELEVATION OF 44" PARAPET
PARAPET ELEVATIONS
typ. each end
joint in parapet
'' Aluminum sheet81
typ. each end
joint in parapet
'' Aluminum sheet81
"2
1 "4
1 "4
1
"21
"21
"21
" Backer rod85
Polyurethane sealant
filler
expanding cork joint
" Preformed self-21
(full heig
ht)
Alu
min
um joints
"87
"85
1
"8
7
"8
51
"87
"851
(mandatory)
Construction joint
DETAILS
PARAPET JOINT
and the color shall be gray.
to Article 1050.04 of the Standard Specifications
The polyurethane sealant shall be according
Note:
2'-
10" (4
4"
parapet)
2'-
5" (3
9"
parapet)
Cork joints
STRUCTURE NO.
CONCRETE PARAPET SLIPFORMING OPTION
saw cut
¡ Full thickness
4'-6" long.
" Ø GFRP rebar,21
ex (E)
at each parapet joint location.)
(Place as shown in parapet section
d(E)
*See Superstructure Details.
12-6-2018
GENERAL NOTES
GFRP REBAR STIFFENING DETAIL
SFP 39-44
4"
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
9:00:37 AM1/10/2019
MO
DE
L:
FIL
E N
AM
E:
SFP 39-4
4
pw:\\I
L084
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G.illin
ois.g
ov:P
WID
OT\D
ocu
ments\I
DO
T Offic
es\B
ureau of
Brid
ges and Str
uctures\Sta
ndards\Miscellaneous\Brid
ge Cell Libraries\Brid
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ase Sheets-G
eneral.cel
PARAPET SECTION
39" CONSTANT-SLOPE
" Ø GFRP rebar)21(Showing dimensions, d(E), and " Ø GFRP rebar)2
1(Showing dimensions, d(E), and
PARAPET SECTION
44" CONSTANT-SLOPE
1'-5"
"219 "2
17
superstructure details)
Face of parapet (as per
Constant throughout
(Limits of sa
w cut)
2'-
5"
")2
1(+
0,-
"2
18
* ")2
1(±1"
")2
1(+
0,-
10"
")2
1(+
0,-
3'-
3"
Sla
b
8"
4"
" A21*Plan dimension + 1
"211
notch full length
" ¬ Drip43
(mandatory)
Construction joint
")4
1le
ss than
Varie
s (n
ot
saw cut locations)
with #4 ex(E) bars (at
" GFRP rebar lapped21
1'-5"
"218 "2
18
superstructure details)
Face of parapet (as per
saw cut locations)
with #4 ex(E) bars (at
" GFRP rebar lapped21
Constant throughout
(Limits of sa
w cut)
2'-
10"
")2
1(+
0,-
"2
18
"211
*
Level
per plans
End of deck
notch full length
" ¬ Drip43
(mandatory)
Construction joint
4"
" A21*Plan dimension + 1
")4
1le
ss than
Varie
s (n
ot
Sla
b
8"")
21
(±1"
")2
1(+
0,-
10"
")2
1(+
0,-
3'-
8"
per plans
End of deck
Level
1'-0"
#3 (E) BAR
6"
types similar.
Steel superstructure shown. Other superstructure
thickness saw cut.
Replace all cork joint filler locations with a full
superstructure details.
Place full depth aluminum sheets as shown on
for 39" and 44" parapets.
needed to revise dimension A = 0.00348 cu. yds./ft.
to be revised as shown. Additional concrete
superstructure details, except dimension A which is
All dimensions shall remain the same as shown on
at 8" cts.
#3 SF(E) bar
at 8" cts.
#3 SF(E) bar
b2(E) bar b2(E) bar
ALTERNATE BAR d(E)
ALTERNATE BAR d(E)
WHEN CONDUIT PRESENT
ALTERNATE d(E) BAR
(For 39" constant slope parapet when conduit is present)
(For 44" constant slope parapet when conduit is present)
Rad.
"852
"437
"81112
'-7"
"2
12'-
7
"217
"439
"4
32'-
10
"8
7
2'-
10
6"
Rad.
"212
6"
