OFFICE OF STRUCTURES STRUCTURAL DETAIL MANUAL
Chapter 03 - Superstructure
SECTION 03
SUPPORT BRACKETS (SUP-SB)
OFFICE OF STRUCTURES STRUCTURAL DETAIL MANUAL
Chapter 03 - Superstructure
Section 03 – Support Brackets
SUB-SECTION 01
42” F-SHAPE AND SINGLE
SLOPE SLOPE PARAPET
(SUP-SB(42F) and SUP-SB(42SS))
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OFSUP-SB(42F)-101 1 2
1.02
c
cc
c
c
c
c
L 4'' conduitc
B
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
#5 Ties. See Sheet
2 of 2.
Bottom to match underside
of fascia, parallel to grade.Sleeves for anchor
A/2A/2
PLAN
SECTION A-A
B
Bracket
3'' min.3'' min.
Parapet control
joint.
joint.
Parapet control
A
Note:
steel not shown.
•'' Drain at low point
of junction box.
#5- Ties
For Section ''B-B'' see Sheet 2 of 2.
bolts. See ''Note A.''
1'-10'' 1'-10''1'-1•'' 1'-1•''
Scale: •''=1'-0''
Scale: •''=1'-0''
See ''Note A''
1'-10''
5'-
7'' Min.
42'' STRAIGHT BACK
Note B:
4-#5 Ties
A (Minimum 6'-5'') see Note B
5''
1'-0''
1'-6‚''
Parapet
Deck overhang reinforcing
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
length of bridge.
4'' conduit, full
for 1‚'' conduit.
drill and tap box
Provide slip hole or
minimum limitations).
necessary to meet
joint spacing (adjust as
A = Normal parapet control
control joints.
epoxy coated.
top and bottom
#5
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
See Sheet 2 of 2.
coated, @ 8'' c/c
8-#5 Ties, epoxy
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
4'' conduit.
Provide holes in box for
junction box with cover.
or fiberglass U.L. listed
cast iron, galvanized steel
6'' x 6'' x 8'' galvanized
SLOPE PARAPET WITH STRAIGHT BACKWITH SINGLE CONDUIT AND 42'' F-SHAPE OR SINGLE
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KET
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
For exact configuration of overhangConnect drain to low
11'' 11''
4-#5 Ties
2'-
8''
using 8'' max. radius.
12-#9
12-#9
Connect drain to low
point of junction box.
1'-2''
•''
see ''Typical Cross Section'' of bridge.
3''
1'-10''
5''
Scale: •''=1'-0''
8''
SECTION B-B FOR ''F-SHAPE'' BARRIER
4-#8's
4-#7's
Cap
point of conduit.
•'' Drains
1‚'' conduit, bend
1'-0''
3''
3''
42'' STRAIGHT BACK
2'' cl, (typ.)
See ''Note C''
#5 @ 8'' c/c in place of normal
parapet reinforcing
#5 @ 8'' c/c to alternate with
& bottom
#5 top
may be galvanized steel or PVC.
Conduit, drain tubes and cap
Note:
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(42F)-101 2 2
1.02
c
Note C:
slightly from the joint indicated.
For exact details and location of the
joint see ''Superstructure'' Sheet.
parapet and the deck may vary
SLOPE PARAPET WITH STRAIGHT BACKWITH SINGLE CONDUIT AND 42'' F-SHAPE OR SINGLE
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP-TB(42F)-101 or SUP-TB(42SS)-101.
multispan bridge. Refer to either
opening to centerline of pier in a
in a simple span bridge and expansion
expansion opening to expansion opening
continuously in the parapet from
All #7 and #8 bars shall be placed
Note:
Note D:
barrier type.
purposes only. See plans for
F-Shape barrier is for illustrative
The constr. jt. between the
08/23/2019
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
control joints.
A= Normal parapet contol
joint spacing (Adjust as
necessary to meet
minimum limitations).
#5 Ties. See Sheet
2 of 2.
Bottom to match underside
of fascia, parallel to grade.Sleeves for anchor
PLAN
SECTION A-A
#5 Ties
Scale: •''=1'-0''
Scale: •''=1'-0''
Note:
steel not shown.
42'' DIAMOND BACK
Note B:
c
c
L 4'' conduitc
B
A/2A/2
B
c
Bracketc
3'' min.3'' min.
Parapet control
joint.c
joint.
Parapet control
c
A
5'-
7'' Min.
2'-
3‚''
1'-10''1'-1•''1'-1•''1'-10''
A (Minimum 6'-5'') See Note B
5-#5 Ties
1'-0''
8''
Parapet
For Section ''B-B'' see Sheet 2 of 2.
bolts. See ''Note A.''
See ''Note A''
Deck overhang reinforcing
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
of junction box.
•'' Drain at low point
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
for 1‚'' conduit.
drill and tap box
Provide slip hole or
length of bridge.
4'' conduit, full
See Sheet 2 of 2.
coated, @ 8'' c/c
8-#5 Ties, epoxy
epoxy coated.
and bottom
#5 top
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
4'' conduit.
Provide holes in box for
junction box with cover.
or fiberglass U.L. listed
cast iron, galvanized steel
6'' x 6'' x 8'' galvanized
SUP
ER - S
UPP
OR
T
BR
AC
KET1 2SUP-SB(42F)-102
1.02SLOPE PARAPET WITH DIAMOND BACK
WITH SINGLE CONDUIT AND 42'' F-SHAPE OR SINGLESUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
1'-6''
12-#9
12-#9
c
5-#5 Ties
2'-
8''
1'-2''
10''
8''
3''
1'-6„''
4‡''
1'-3„''
4-#8
4-#7
7''
•''
Scale: ƒ''=1'-0''
3''
3''
Cap
•'' Drains
1'-0''
42'' DIAMOND BACK
2'' cl. (typ.)
See ''Note C''
#5 @ 8'' c/c to alternate with
8-#5 @ 8'' c/c in place of
normal parapet reinforcing.
not shown.
Normal deck reinforcing
parapet.
back face of
Slope to match
point of junction box.
Connect drain to lowand bottom
#5 top
using 8'' max. radius.
1‚'' conduit, bend
point of conduit.
Connect drain to low
may be galvanized steel or PVC.
Conduit, drain tubes and cap
Note:
Note C:
slightly from the joint indicated.
For exact details and location of the
Sheet.
joint see ''Superstructure''
parapet and the deck may vary
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(42F)-102 2 2
1.02SLOPE PARAPET WITH DIAMOND BACK
WITH SINGLE CONDUIT AND 42'' F-SHAPE OR SINGLESUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP-TB(42F)-102 or SUP-TB(42SS)-102.
multispan bridge. Refer to either
opening to centerline of pier in a
in a simple span bridge and expansion
expansion opening to expansion opening
continuously in the parapet from
All #7 and #8 bars shall be placed
Note:
Note D:
barrier type.
purposes only. See plans for
F-Shape barrier is for illustrative
SECTION B-B FOR "F-SHAPE" BARRIER
The constr. jt. between the
08/23/2019
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
B
Bottom to match underside
of fascia, parallel to grade.Sleeves for anchor
A/2A/2
PLAN
SECTION A-A
B
c
Bracketc
Parapet control
joint
c
joint
Parapet control
c
A
Note:
steel not shown.
of junction box.
#5- Ties
3'' min.
1'-10''1'-1•''1'-1•''1'-10''
3'' min.
Scale: •''=1'-0''
Scale: •''=1'-0''
•'' Drain at low point
For Section ''B-B'' see Sheet 2 of 2.
bolts. See ''Note A.''
See ''Note A''
#5 Ties. See Sheet
2 of 2.
5'-
7'' Min.
epoxy coated.
2'-
3''
1'-0''
2'-
0''
Parapet
42'' RECESSED BACK
#5
5-#5 Ties
A (Minimum 6'-5'') See Note B
6''
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
control joints.
Note B:
2-#5 straight barsepoxy coated
c
c
L 4'' conduitc
Deck overhang reinforcing
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
length of bridge.
4'' conduit, full
for 1‚'' conduit.
drill and tap box
Provide slip hole or
minimum limitations).
necessary to meet
joint spacing (adjust as
A = Normal parapet control
control joints.
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
See Sheet 2 of 2.
coated, @ 8'' c/c.
8-#5 Ties, epoxy
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
4'' conduit.
Provide holes in box for
junction box with cover.
or fiberglass U.L. listed
cast iron, galvanized steel
6'' x 6'' x 8'' galvanized
SUP
ER - S
UPP
OR
T
BR
AC
KET1 2SUP-SB(42F)-103
1.02SLOPE PARAPET WITH ARCHITECTURAL FINISH
WITH SINGLE CONDUIT AND 42'' F-SHAPE OR SINGLESUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
c
For exact configuration of overhang
Connect drain to low
5-#5 Ties
12-#9
12-#9
5''
•''
Scale: •''=1'-0''
see ''Typical Cross Section'' of bridge.
Connect drain to low
point of junction box.
3''
1'-6'' 2'-9''
2'-
8''
2'-3''
10''
1'-0''
1'-0''
2ƒ''
3''
3''
SECTION B-B FOR ''F-SHAPE'' BARRIER
1'-0''
3'-
6''
1'-0''
4-#7
4-#8
#5 bar
Cap
point of conduit.
•'' Drains
42'' RECESSED BACK
1'-3•''
Level
#5 straight bartop and bottom
#5 top andbottom as shown 2
''cl.
(ty
p.)
1‚'' conduit, bend
See ''Note C''
as shown
#5's spaced
as shown#5 @ 8'' c/c bent
finish
architectural
2'' max.
steel or PVC.cap may be galvanized Conduit, drain tubes and Note:
parapet steel8-#5 @ 8'' c/c in place of normal#5 @ 8'' c/c to alternate with using 8'' max. radius.
Note C:
slightly from the joint indicated.
For exact details and location of the
Sheet.
joint see ''Superstructure''
parapet and the deck may vary
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(42F)-103 2 2
1.02SLOPE PARAPET WITH ARCHITECTURAL FINISH
WITH SINGLE CONDUIT AND 42'' F-SHAPE OR SINGLESUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP-TB(42F)-103 or SUP-TB(42SS)-103.
multispan bridge. Refer to either
opening to centerline of pier in a
in a simple span bridge and expansion
expansion opening to expansion opening
continuously in the parapet from
All #7 and #8 bars shall be placed
Note:
Note D:
barrier type.
purposes only. See plans for
F-Shape barrier is for illustrative
The constr. jt. between the
08/23/2019
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
#5 Ties. See Sheet
2 of 2.
Bottom to match underside
of fascia, parallel to grade.Sleeves for anchor
PLAN
SECTION A-A
Note:
steel not shown.
•'' Drain at low point
of junction box.
#5- Ties
For Section ''B-B'' see Sheet 2 of 2.
bolts. See ''Note A.''
Scale: •''=1'-0''
Scale: •''=1'-0''
42'' STRAIGHT BACK
Note B:
c
c
B
A/2A/2
B
cBracketc
3'' min.3'' min.
Parapet control
joint.
c
joint.
Parapet control
c
A1'-10'' 1'-10''1'-1•'' 1'-1•''
See ''Note A''
1'-10''
5'-
7'' Min.
4-#5 Ties
A (Minimum 6'-5'') see Note B
5''
1'-0''
1'-6‚''
Parapet
L 3'' conduitsc
Deck overhang reinforcing
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
minimum limitations).
necessary to meet
joint spacing (adjust as
A = Normal parapet control
control joints.
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
length of bridge.
3'' conduits, full
for 1‚'' conduit.
drill and tap box
Provide slip hole or
epoxy coated.
top and bottom
#5
See Sheet 2 of 2.
coated, @ 8'' c/c
8-#5 Ties, epoxy
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
3'' conduit.
Provide holes in box for
junction boxes with cover.
or fiberglass U.L. listed
cast iron, galvanized steel
6'' x 6'' x 8'' galvanized
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(42F)-201 1 2
1.02SLOPE PARAPET WITH STRAIGHT BACK
WITH DUAL CONDUITS AND 42'' F-SHAPE OR SINGLESUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
c
For exact configuration of overhangConnect drain to low
11'' 11''
4-#5 Ties
2'-
8''
using 8'' max. radius.
12-#9
12-#9
Connect drain to low
1'-2''
•''
see ''Typical Cross Section'' of bridge.
3''
1'-10''
5''
Scale: •''=1'-0''
8''
SECTION B-B FOR ''F-SHAPE'' BARRIER
4-#8's
4-#7's
Cap
point of conduit.
•'' Drains
1‚'' conduit, bend
42'' STRAIGHT BACK
3''
3''
point of junction box (typ.).
1'-10''
2'' cl, (typ.)
#5 @ 8'' c/c in place of normal
parapet reinforcing
#5 @ 8'' c/c to alternate with
See ''Note C''
10''
& bottom
#5 top
may be galvanized steel or PVC.
Conduit, drain tubes and cap
Note:
Note C:
slightly from the joint indicated.
For exact details and location of the
joint see ''Superstructure'' Sheet.
parapet and the deck may vary
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(42F)-201 2 2
1.02SLOPE PARAPET WITH STRAIGHT BACK
WITH DUAL CONDUITS AND 42'' F-SHAPE OR SINGLESUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP-TB(42F)-101 or SUP-TB(42SS)-101.
multispan bridge. Refer to either
opening to centerline of pier in a
in a simple span bridge and expansion
expansion opening to expansion opening
continuously in the parapet from
All #7 and #8 bars shall be placed
Note:
Note D:
barrier type.
purposes only. See plans for
F-Shape barrier is for illustrative
The constr. jt. between the
08/23/2019
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
control joints.
A= Normal parapet contol
joint spacing (Adjust as
necessary to meet
minimum limitations).
#5 Ties. See Sheet
2 of 2.
Bottom to match underside
of fascia, parallel to grade.Sleeves for anchor
PLAN
SECTION A-A
#5 Ties
c
Scale: •''=1'-0''
Scale: •''=1'-0''
Note:
steel not shown.
42'' DIAMOND BACK
Note B:
c
c
L 3'' conduitsc
B
A/2A/2
B
c
Bracketc
3'' min.3'' min.
Parapet control
joint.c
joint.
Parapet control
A
5'-
7'' Min.
2'-
3‚''
1'-10''1'-1•''1'-1•''1'-10''
A (Minimum 6'-5'') See Note B
5-#5 Ties
1'-0''
8''
Parapet
For Section ''B-B'' see Sheet 2 of 2.
bolts. See ''Note A.''
See ''Note A''
Deck overhang reinforcing
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
of junction box.
•'' Drain at low point
length of bridge.
3'' conduits, full
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
for 1‚'' conduit.
drill and tap box
Provide slip hole or See Sheet 2 of 2.
coated, @ 8'' c/c
8-#5 Ties, epoxy
epoxy coated.
and bottom
#5 top
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
3'' conduit.
Provide holes in box for
junction boxes with cover.
or fiberglass U.L. listed
cast iron, galvanized steel
6'' x 6'' x 8'' galvanized
SUP
ER-C
ON
CR
ET
E
WO
RKSUP-SB(42F)-202
1.02
1 2
SLOPE PARAPET WITH DIAMOND BACKWITH DUAL CONDUITS AND 42'' F-SHAPE OR SINGLE
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
1'-6''
12-#9
12-#9
c
5-#5 Ties
2'-
8''
1'-2''
10''
8''
3''
1'-6„''
4‡''
1'-3„''
4-#8
4-#7
7''
•''
Scale: ƒ''=1'-0''
Cap
•'' Drains
42'' DIAMOND BACK
3''
3''
1'-10''
2'' cl. (typ.)
See ''Note C''
#5 @ 8'' c/c to alternate with
8-#5 @ 8'' c/c in place of
normal parapet reinforcing.
10''
not shown.
Normal deck reinforcing
parapet.
back face of
Slope to match
and bottom
#5 top
using 8'' max. radius.
1‚'' conduit, bend
point of conduit.
Connect drain to low(typ.).
point of junction box
Connect drain to low
may be galvanized steel or PVC.
Conduit, drain tubes and cap
Note:
Note C:
slightly from the joint indicated.
For exact details and location of the
Sheet.
joint see ''Superstructure''
parapet and the deck may vary
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(42F)-202
1.02
2 2
SLOPE PARAPET WITH DIAMOND BACKWITH DUAL CONDUITS AND 42'' F-SHAPE OR SINGLE
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP-TB(42F)-102 or SUP-TB(42SS)-102.
multispan bridge. Refer to either
opening to centerline of pier in a
in a simple span bridge and expansion
expansion opening to expansion opening
continuously in the parapet from
All #7 and #8 bars shall be placed
Note:
Note D:
barrier type.
purposes only. See plans for
F-Shape barrier is for illustrative
SECTION B-B FOR "F-SHAPE" BARRIER
The constr. jt. between the
08/23/2019
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
B
Bottom to match underside
of fascia, parallel to grade.Sleeves for anchor
A/2A/2
PLAN
SECTION A-A
B
c
Bracketc
Parapet control
joint
c
joint
Parapet control
c
A
Note:
steel not shown.
of junction box.
#5- Ties
3'' min.
1'-10''1'-1•''1'-1•''1'-10''
3'' min.
Scale: •''=1'-0''
Scale: •''=1'-0''
•'' Drain at low point
For Section ''B-B'' see Sheet 2 of 2.
bolts. See ''Note A.''
See ''Note A''
#5 Ties. See Sheet
2 of 2.
5'-
7'' Min.
epoxy coated.
2'-
3''
1'-0''
2'-
0''
Parapet
6''
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
control joints.
Note B:
A (Minimum 6'-5'') See Note B
#5
5-#5 Ties
2-#5 straight barsepoxy coated
c
c
L 3'' conduitsc
Deck overhang reinforcing
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
length of bridge.
3'' conduits, full
for 1‚'' conduit.
drill and tap box
Provide slip hole or
minimum limitations).
necessary to meet
joint spacing (adjust as
A = Normal parapet control
control joints.
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
See Sheet 2 of 2.
coated, @ 8'' c/c.
8-#5 Ties, epoxy
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
3'' conduit.
Provide holes in box for
junction boxes with cover.
or fiberglass U.L. listed
cast iron, galvanized steel
6'' x 6'' x 8'' galvanized
SUP
ER-C
ON
CR
ET
E
WO
RKSUP-SB(42F)-203 1 2
1.02SLOPE PARAPET WITH ARCHITECTURAL FINISH
WITH DUAL CONDUITS AND 42'' F-SHAPE OR SINGLESUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
42'' RECESSED BACK
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
42'' RECESSED BACK
c
For exact configuration of overhang
Connect drain to low
5-#5 Ties
12-#9
12-#9
5''
•''
Scale: •''=1'-0''
see ''Typical Cross Section'' of bridge.
Connect drain to low
3''
1'-6'' 2'-9''
2'-
8''
2'-3''
10''
1'-0''
1'-0''
2ƒ''
SECTION B-B FOR ''F-SHAPE'' BARRIER
1'-0''
3'-
6''
4-#7
4-#8
Cap
point of conduit.
•'' Drains
3''
3''
point of junction box (typ.).
1'-10''
1'-3•''
Level
#5 straight bartop and bottom
#5 top andbottom as shown 2
''cl.
(ty
p.)
See ''Note C''
using 8'' max. radius.
1‚'' conduit, bend
#5 bar
10''
as shown
#5's spaced
as shown#5 @ 8'' c/c bent
finish
architectural
2'' max.
steel or PVC.cap may be galvanized Conduit, drain tubes and Note:
parapet steel8-#5 @ 8'' c/c in place of normal#5 @ 8'' c/c to alternate with using 8'' max. radius.
Note C:
parapet and the deck slab may vary
slightly from the joint indicated.
For exact details and location of the
joint see ''Superstructure''
Sheet.
SUP
ER-C
ON
CR
ET
E
WO
RKSUP-SB(42F)-203 2 2
1.02SLOPE PARAPET WITH ARCHITECTURAL FINISH
WITH DUAL CONDUITS AND 42'' F-SHAPE OR SINGLESUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP-TB(42F)-103 or SUP-TB(42SS)-103.
multispan bridge. Refer to either
opening to centerline of pier in a
in a simple span bridge and expansion
expansion opening to expansion opening
continuously in the parapet from
All #7 and #8 bars shall be placed
Note:
Note D:
barrier type.
purposes only. See plans for
F-Shape barrier is for illustrative
The constr. jt. between the
08/23/2019
OFFICE OF STRUCTURES STRUCTURAL DETAIL MANUAL
Chapter 03 - Superstructure
Section 03 – Support Brackets
SUB-SECTION 02
PARAPET WITH SIDEWALK
(SUP-SB(SW))
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
B
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
#5 Ties. See Sheet
2 of 2.
Bottom to match underside
of fascia, parallel to grade.Sleeves for anchor
A/2A/2
PLAN
SECTION A-A
B
cBracketc
3'' min.3'' min.
Parapet control
joint.
c
joint.
Parapet control
c
A
Note:
steel not shown.
•'' Drain at low point
of junction box.
#5- Ties
For Section ''B-B'' see Sheet 2 of 2.
bolts. See ''Note A.''
1'-10'' 1'-10''1'-1•'' 1'-1•''
Scale: •''=1'-0''
Scale: •''=1'-0''
See ''Note A''
1'-10''
5'-
7'' Min.
Face of curb
1'-0''
A (Minimum 6'-5'') see Note B
4-#5 Ties
Note B:
Parapet
SIDEWALK WITH STRAIGHT BACK
c
c
Deck overhang reinforcing
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
L 4'' conduitc
6'' x 6'' x 10''
galvanized cast iron,
galvanized steel or
fiberglass U.L. listed
junction box with cover.
If stain is applied to inside
face of concrete the color
of the cover shall match
the stain. Provide holes in
box for 4'' conduit.
1'-2‚''
length of bridge.
4'' conduit, full
for 1‚'' conduit.
drill and tap box
Provide slip hole or
minimum limitations).
necessary to meet
joint spacing (adjust as
A = Normal parapet control
control joints.
epoxy coated.
and bottom
#5 top
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
Sheet 2 of 2.
as shown, See
coated, spaced
5-#5 Ties, epoxyHook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
WITH STRAIGHT BACK AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-101
2.00
1 2
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
12-#9
12-#9
c
5-#5 Ties
11'' 11''
4-#5 Ties
SECTION B-B FOR SIDEWALKS WITH PARAPET
using 8'' max. radius.
For exact configuration of overhang
Connect drain to low
Same elevation as top
of sidewalk at parapet.
Normal parapet
reinforcing.
Connect drain to low
point of junction box.
& bottom
#5 top
1'-2''
•''
3''
1'-10''
Scale: •''=1'-0''
see ''Typical Cross Section'' of bridge.
8''
Cap 1‚'' conduit, bend
point of conduit.
•'' Drains
3''
3''
See ''Note C''
2'' cl, (typ.)
may be galvanized steel or PVC.
Conduit, drain tubes and cap
Note:
7‚''
SUP-TB(SW)-101.
pier in a multispan bridge. Refer to
expansion opening to centerline of
opening in a simple span bridge and
from expansion opening to expansion
be placed continuously in the sidewalk
All longitudinal bars are #5's and shall
Note:
Note C:
The constr. jt. between the sidewalk and
For exact details and location of the
the joint indicated.
joint see ''Superstructure'' Sheet.
the deck may vary slightly from
WITH STRAIGHT BACK AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-101 2 2
2.00
2'-•''
SIDEWALK WITH STRAIGHT BACK
08/23/2019
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
control joints.
A= Normal parapet contol
joint spacing (Adjust as
necessary to meet
minimum limitations).
2 of 2.
Bottom to match underside
of fascia, parallel to grade.
A/2A/2
PLAN
SECTION A-A
B
#5 Ties
c
c/c
Bracketc
3'' min.3'' min.
#5- Ties
Parapet control
joint.c
joint.
Parapet control
c
epoxy coated.
and bottom
#5 top
A
#5 Ties See Sheet
For Section ''B-B'' see Sheet 2 of 2.
1'-10'' 1'-10''1'-1•'' 1'-1•''
Scale: •''=1'-0''
Scale: •''=1'-0''
2'-
3‚''
See ''Note A''
length of bridge.
4'' conduit, full
for 1‚'' conduit.
drill and tap box
Provide slip hole or
5'-
7'' Min.
Note:
steel not shown.
See Sheet 2 of 2.
coated, @ 12''
5-#5 Ties, epoxy
Face of curb
A (Minimum 6'-5'') See Note B
Note B:
1'-0''
SIDEWALK WITH DIAMOND BACK
c
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
c
Deck overhang reinforcing
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
•'' Drain at low point
of junction box.
Sleeves for anchor bolts. See ''Note A.''
Parapet
1'-7''
box for 4'' conduit.
the stain. Provide holes in
of the cover shall match
face of concrete the color
If stain is applied to inside
junction box with cover.
fiberglass U.L. listed
galvanized steel or
galvanized cast iron,
6'' x 6'' x 10'' galvanized
L 4'' conduitc
B
WITH DIAMOND BACK AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-102
2.00
1 2
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
1'-6''
c
5-#5 Ties
1'-2''5-#5 Ties
10''
3''
1'-2ƒ''
•''
•'' Drains (Galv.)
7''
3''
3''
Scale:•''=1'-0''
8''
Cap
SECTION B-B FOR SIDEWALKS WITH PARAPET
2'' cl, (typ.)
12-#9
12-#9
See ''Note C''
3'-
6''
7‚''
1'-1•''
of junction box.
Connect drain to low point
parapet.
back face of
Slope to match
& bottom
#5 top
using 8'' max. radius.
1‚'' conduit, bend
reinforcing.
Normal parapet
point of conduit.
Connect drain to low
may be galvanized steel or PVC.
Conduit, drain tubes and cap
Note:
Note C:
The constr. jt. between the sidewalk and
For exact details and location of the
the deck slab may vary slightly from
the joint indicated.
joint see ''Superstructure'' Sheet.
SUP-TB(SW)-102.
pier in a multispan bridge. Refer to
expansion opening to centerline of
opening in a simple span bridge and
from expansion opening to expansion
be placed continuously in the sidewalk
All longitudinal bars are #5's and shall
Note:
SIDEWALK WITH DIAMOND BACK
WITH DIAMOND BACK AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET
SUPPORT BRACKET FOR MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-102 2 2
2.00
2'-•''
08/23/2019
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
B
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
control joints.
Bottom to match underside
of fascia, parallel to grade.Sleeves for anchor
A/2A/2
PLAN
SECTION A-A
BcBracketc Parapet control
joint
c
joint
Parapet control
c
A
Note:
steel not shown.
of junction box.
#5- Ties
3'' min.
2'-
2•''
1'-10''1'-1•''1'-1•''1'-10''
3'' min.
Scale: •''=1'-0''
Scale: •''=1'-0''
•'' Drain at low point
For Section ''B-B'' see Sheet 2 of 2.
bolts. See ''Note A.''
See ''Note A''
5'-
7'' Min.
Parapet
#5 Ties, epoxy
coated.
RECESSED BACK WITH SIDEWALK
Face of curb
3''
Note B:
A (Minimum 6'-5'') See Note B
1'-0''
4-#5 Ties
2-#5 straight barsepoxy coated
c
c
L 4'' conduitc
Deck overhang reinforcing
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
1'-7''
6'' x 6'' x 10''
galvanized cast iron,
galvanized steel or
fiberglass U.L. listed
junction box with cover.
If stain is applied to inside
face of concrete the color
of the cover shall match
the stain. Provide holes in
box for 4'' conduit.
length of bridge.
4'' conduit, full
for 1‚'' conduit.
drill and tap box
Provide slip hole or
epoxy coated.
#5
Sheet 2 of 2.
as shown See
coated, spaced
8-#5 Ties, epoxy
minimum limitations).
necessary to meet
joint spacing (adjust as
A = Normal parapet control
control joints.
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
ARCHITECTURAL FINISH AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET WITH
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-103
2.00
1 2
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
12-#9
c
4-#5 Ties
SECTION B-B FOR SIDEWALKS WITH PARAPET
For exact configuration of overhang
Connect drain to low
Scale: •''=1'-0''
•''
3''
using 8'' max. radius.
see ''Typical Cross Section'' of bridge.
Connect drain to low
point of junction box.
10''
1'-6''
2'-2•''
8''
1'-0''
Typ.
2ƒ''
3''
3''
Cap
point of conduit.
•'' Drains
1‚'' Conduit, bend
1'-0''
RECESSED BACK WITH SIDEWALK
12-#9
See ''Note C''
#5 top andbottom as shown
Level
#5 straight bartop and bottom
1'-3•''
2''cl.
(ty
p.)
#5
4'-
4''
4'-
3''
7‚''
2'-3•''
as shown
#5 spaced
Finish
Architectural
2'' Max.
shownc/c, bent as#5 @ 8''
parapet reinforcing
in place of normal
8-#5 ties @ 8'' c/c
may be galvanized steel or PVC.
Conduit, drain tubes and cap
Note:
SUP-TB(SW)-103.
pier in a multispan bridge. Refer to
expansion opening to centerline of
opening in a simple span bridge and
from expansion opening to expansion
be placed continuously in the sidewalk
All longitudinal bars are #5's and shall
Note:
Note C:
The constr. jt. between the sidewalk and
For exact details and location of the
the joint indicated.
joint see ''Superstructure'' Sheet.
the deck may vary slightly from
ARCHITECTURAL FINISH AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET WITH
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-103 2 2
2.00
2'-•''
08/23/2019
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
B
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
#5 Ties. See Sheet
2 of 2.
Bottom to match underside
of fascia, parallel to grade.Sleeves for anchor
A/2A/2
PLAN
SECTION A-A
B
cBracketc
3'' min.3'' min.
Parapet control
joint.
c
joint.
Parapet control
c
A
Note:
steel not shown.
•'' Drain at low point
of junction box.
#5- Ties
For Section ''B-B'' see Sheet 2 of 2.
bolts. See ''Note A.''
1'-10'' 1'-10''1'-1•'' 1'-1•''
Scale: •''=1'-0''
Scale: •''=1'-0''
See ''Note A''
1'-10''
5'-
7'' Min.
1'-0''
4-#5 Ties
A (Minimum 6'-5'') see Note B
Note B:
SIDEWALK WITH STRAIGHT BACK
Parapet
Face of curb
c
c
L 3'' conduitsc
Deck overhang reinforcing
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
6'' x 6'' x 10''
galvanized steel or
fiberglass U.L. listed
junction boxes with cover.
If stain is applied to inside
face of concrete the color
of the cover shall match
the stain. Provide holes in
galvanized cast iron,
1'-2‚''
box for 3'' conduit.
length of bridge.
3'' conduits, full
for 1‚'' conduit.
drill and tap box
Provide slip hole or
minimum limitations).
necessary to meet
joint spacing (adjust as
A = Normal parapet control
control joints.
epoxy coated.
and bottom
#5 top
Sheet 2 of 2.
as shown See
coated, spaced
5-#5 Ties, epoxy
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
WITH STRAIGHT BACK AND SIDEWALKWITH DUAL CONDUITS AND PARAPET
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-201 1 2
2.00
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
c
5-#5 Ties
11'' 11''
4-#5 Ties
SECTION B-B FOR SIDEWALKS WITH PARAPET
For exact configuration of overhang
Connect drain to low
Same elevation as top
of sidewalk at parapet.
Normal parapet
reinforcing.
Connect drain to low
1'-2''
•''
3''
1'-10''
Scale: •''=1'-0''
see ''Typical Cross Section'' of bridge.
8''
Cap
point of conduit.
•'' Drains
3''
3''
1‚'' conduit, bend using 8'' max. radius.
point of junction box (typ.).
2'' cl, (typ.)
See ''Note C''
12-#9
12-#9
7''
2'-
7•''
7‚''
& bottom
#5 top
may be galvanized steel or PVC.
Conduit, drain tubes and cap
Note:
SUP-TB(SW)-101.
pier in a multispan bridge. Refer to
expansion opening to centerline of
opening in a simple span bridge and
from expansion opening to expansion
be placed continuously in the sidewalk
All longitudinal bars are #5's and shall
Note:
Note C:
The constr. jt. between the sidewalk and
For exact details and location of the
the joint indicated.
joint see ''Superstructure'' Sheet.
the deck may vary slightly from
SIDEWALK WITH STRAIGHT BACK
WITH STRAIGHT BACK AND SIDEWALKWITH DUAL CONDUITS AND PARAPET
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-201 2 2
2.00
08/23/2019
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
control joints.
A= Normal parapet contol
joint spacing (Adjust as
necessary to meet
minimum limitations).
2 of 2.
Bottom to match underside
of fascia, parallel to grade.
PLAN
SECTION A-A
#5 Ties
#5 Ties See Sheet
For Section ''B-B'' see Sheet 2 of 2.
Scale: •''=1'-0''
Scale: •''=1'-0''
Note:
steel not shown.
Note B:
A/2A/2
B
c
c/c
Bracketc
3'' min.3'' min.
#5- Ties
Parapet control
joint.c
joint.
Parapet control
c
A
1'-10'' 1'-10''1'-1•'' 1'-1•''
2'-
3‚''
See ''Note A''
5'-
7'' Min.
Face of curb
A (Minimum 6'-5'') See Note B
1'-0''
SIDEWALK WITH DIAMOND BACK
c
c
L 3'' conduitsc
Deck overhang reinforcing
Spacing to match that of deck overhang steel (Varies 5''
to 7''). Bars to be placed between deck overhang steel.
Sleeves for anchor bolts. See ''Note A.''
6'' x 6'' x 10''
galvanized cast iron,
galvanized steel or
fiberglass U.L. listed
If stain is applied to inside
face of concrete the color
of the cover shall match
the stain. Provide holes in
box for 3'' conduit.
junction boxes with cover.
of junction box.
•'' Drain at low point
epoxy coated.
and bottom
#5 top
length of bridge.
3'' conduits, full
for 1‚'' conduit.
drill and tap box
Provide slip hole or See Sheet 2 of 2.
coated, @ 12''
5-#5 Ties, epoxy
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
Parapet
1'-7''
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-202 1 2
2.00
08/23/2019
WITH DIAMOND BACK AND SIDEWALKWITH DUAL CONDUITS AND PARAPET
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
1'-6''
c
5-#5 Ties
1'-2''5-#5 Ties
10''
3''
1'-2ƒ''
•''
•'' Drains (Galv.)
7''
Scale:•''=1'-0''
8''
Cap
SECTION B-B FOR SIDEWALKS WITH PARAPET
3''
3''
1‚'' conduit, bend using 8'' max. radius.
12-#9
12-#9
See ''Note C''
SIDEWALK WITH DIAMOND BACK
10''
3'-
6''
2'-
7•''
7‚''
1'-1•''
parapet.
back face of
Slope to match
& bottom
#5 top
reinforcing.
Normal parapet
point of conduit.
Connect drain to low
of junction box (typ.).
Connect drain to low point
may be galvanized steel or PVC.
Conduit, drain tubes and cap
Note:
SUP-TB(SW)-102.
pier in a multispan bridge. Refer to
expansion opening to centerline of
opening in a simple span bridge and
from expansion opening to expansion
be placed continuously in the sidewalk
All longitudinal bars are #5's and shall
Note:
Note C:
The constr. jt. between the sidewalk and
For exact details and location of the
the deck slab may vary slightly from
the joint indicated.
joint see ''Superstructure'' Sheet. WITH DIAMOND BACK AND SIDEWALKWITH DUAL CONDUITS AND PARAPET
SUPPORT BRACKET FOR MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-202 2 2
2.00
08/23/2019
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
B
c
Station for light post
support bracket shown on
Plans is only approximate.
Bracket to be located
midway between parapet
control joints.
Bottom to match underside
of fascia, parallel to grade.Sleeves for anchor
A/2A/2
PLAN
SECTION A-A
BcBracketc Parapet control
joint
c
joint
Parapet control
c
A
Note:
steel not shown.
of junction box.
#5- Ties
3'' min.
2'-
2•''
1'-10''1'-1•''1'-1•''1'-10''
3'' min.
length of bridge.
3'' conduits, full
Scale: •''=1'-0''
Scale: •''=1'-0''
•'' Drain at low point
For Section ''B-B'' see Sheet 2 of 2.
bolts. See ''Note A.''
See ''Note A''
for 1‚'' conduit.
drill and tap box
Provide slip hole or
5'-
7'' Min.
Parapet
#5 Ties, epoxy
coated.
RECESSED BACK WITH SIDEWALK
Face of curb
3''
Sheet 2 of 2.
as shown See
coated, spaced
8-#5 Ties, epoxy
epoxy coated.
#5
4-#5 Ties
Note B:
minimum limitations).
necessary to meet
joint spacing (adjust as
A = Normal parapet control
control joints.
A (Minimum 6'-5'') See Note B
1'-0''
2-#5 straight barsepoxy coated
c
to a paraffin joint.
side only shall be changed
joint beyond, on one
pier, The first control
control joint at the L of
at L of pier, eliminate the
If a light post is placed
c
L 3'' conduitsc
Deck overhang reinforcing
Hook one end.
deck overhang steel.
placed parallel to
shown, top and bottom
coated, spaced as
12#9's, epoxy
to 7''). Bars to be placed between deck overhang steel.
Spacing to match that of deck overhang steel (Varies 5''
1'-7''
6'' x 6'' x 10''
galvanized steel or
fiberglass U.L. listed
junction boxes with cover.
If stain is applied to inside
face of concrete the color
of the cover shall match
the stain. Provide holes in
galvanized cast iron,
box for 3'' conduit.
ARCHITECTURAL FINISH AND SIDEWALKWITH DUAL CONDUITS AND PARAPET WITH
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KETSUP-SB(SW)-203 1 2
2.00
08/23/2019
height of pole for this detail is 40'.
leveling nuts on anchor bolts. Max
light poles to be set plumb using
identified on the Lighting Plan(s). All
lighting contractor for the fixture
anchor bolts shall be provided by the
The bolt circle dimension and size of
Note A:
APPROVAL
DIRECTOR
OFFICE OF STRUCTURES
DATE:
VERSION
STATE HIGHWAY ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
STATE OF MARYLAND
OFFICE OF STRUCTURES
DETAIL NO. SHEET OF
SECTION B-B FOR SIDEWALKS WITH PARAPET
For exact configuration of overhang
Scale: •''=1'-0''
•''
3''
see ''Typical Cross Section'' of bridge.
Connect drain to low
10''
1'-6''
8''
1'-0''
Typ.
2ƒ''
Cap
3''
3''
1'-0''
point of junction box (typ.).
4-#5 Ties
RECESSED BACK WITH SIDEWALK
12-#9
12-#9
See ''Note C''
c
Connect drain to low
2'-2•''
point of conduit.
•'' Drains
Level
#5 straight bartop and bottom
1'-3•''
#5 top andbottom as shown 2
''cl.
(ty
p.)
#5
7''
4'-
4''
4'-
2'' 2'-
7•''
7‚''
2'-3•''
as shown
#5 spaced
Finish
Architectural
2'' Max.
parapet reinforcing
in place of normal
8-#5 ties @ 8'' c/c
may be galvanized steel or PVC.
Conduit, drain tubes and cap
Note:
shownc/c, bent as#5 @ 8''
1‚'' Conduit, bend using 8'' max. radius.
SUP-TB(SW)-103.
pier in a multispan bridge. Refer to
expansion opening to centerline of
opening in a simple span bridge and
from expansion opening to expansion
be placed continuously in the sidewalk
All longitudinal bars are #5's and shall
Note:
Note C:
The constr. jt. between the sidewalk and
For exact details and location of the
the joint indicated.
joint see ''Superstructure'' Sheet.
the deck may vary slightly from
ARCHITECTURAL FINISH AND SIDEWALKWITH DUAL CONDUITS AND PARAPET WITH
SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST
SUP
ER - S
UPP
OR
T
BR
AC
KET2 2SUP-SB(SW)-203
2.00
08/23/2019