Survey & | Existing Bridge No. XXXXXX

Survey & | Existing Bridge No. XXXXXX
Varies (132’-0" ¡ Within Limits of Existing Bridge)
Varies (68’-0" ¡ Within Limits of Existing Bridge)
Varies
| Construction & PGL
29’-1"
R/W Line
R/W Line
2’-6"
12’-0" Lane
12’-0" Lane
2’-6"
Existing Crutch Bent
Support Beam (2 per
bent)
~
Existing Bent Cap (May have
been previously removed)
Existing Crutch
Bent Cap
Existing Crutch
Bent Piles
Existing Bent Piles (May have
been previously removed)
EXISTING STRUCTURE
4’-9" ¡
Survey & | Existing Bridge No. XXXXXX
87’-2"
40’-0"
Varies
29’-1"
Temporary Work Bridge No. 1
| Construction & PGL
2’-6"
12’-0" Lane
12’-0" Lane
2’-6"
LEGEND :
Northbound Traffic
Southbound Traffic
Phase 1(a) Work:
1. Construct Temporary Work Bridge No. 1.
CROSS REFERENCE:
For limits of Temporary Work Bridge
see Sheet Nos. B-XX thru B-XX.
PHASE 1 (a)
BRIDGE NO. XXXXXX
Date
By
Description
Date
SHEET TITLE:
Drawn By:
REVISIONS
By
Description
STRUCTURES DESIGN OFFICE
XXX MM-YY
Checked by:
CENTRAL OFFICE
Tallahassee, Florida 32399-0450
CONSTRUCTION SEQUENCE (SHEET 1 OF 3)
XXX MM-YY
Designed by:
605 Suwannee Street, MS 33
REF. DWG. NO.
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
PROJECT NAME:
SHEET NO.
XXX MM-YY
Checked by:
XXX MM-YY
CONSTRUCTION SEQUENCE EXAMPLE 1
UTILIZING TEMPORARY WORK BRIDGE
Varies
* Dimension at | Bents for portion
46’-0" *
of bridge within horizontal curve
9"
6’-0"
15’-10" *
22’-0"
Varies
1’-5"
Face of Critical Temporary Retaining
S
l
o
p
e
:
Wall located at Begin and End Bridge
.
0
2 Ft
/Ft
Survey & | Existing Bridge No. XXXXXX
| Construction & PGL
5’-0" Offset to Temporary
s
e
i
r
a
V
V
a
r
i
e
s
29’-1"
Work Bridge
4’-9" ¡
40’-0"
2’-6"
12’-0" Lane
12’-0" Lane
72" Florida-I Beams
2’-6"
(Typ.) See Index 20072
Temporary Work Bridge No. 1
CROSS REFERENCE:
For limits of Temporary Work Bridges
see Sheet Nos. B-XX thru B-XX.
30" Square Prestressed
Concrete Piles (Typ.)
See Index 20630
PHASE 1 (b)
Phase 1(b) Work:
1. Construct Phase 1 portion of New Bridge.
2. Construct Retaining Walls Nos. 2 & 4.
3. Construct Temporary Walls Nos. TW-1 & TW-2.
Varies ( 96’-5" ¡ to 80’-0" ¡ ) **
Varies ( 104’-1" to 120’-0" ¡ ) **
46’-0" *
1’-0"
9"
6’-0"
10’-0"
12’-0" Lane
10’-6" Lane
LEGEND :
2’-0"
1’-5"
R/W Line
2’-4" *
R/W Line
S
l
o
p
e
:
Type K Temporary Barrier
.
0
2 Ft
/Ft
Northbound Traffic
Wall (Bolted Down)
| Construction & PGL
See Index 414
s
e
i
r
a
V
V
a
r
i
e
s
** Within limits of proposed bridge
Southbound Traffic
5’-0" Offset to Temporary
Phase 2(a) Work:
Work Bridge
8’-5" ¡
72" Florida-I Beams
1. Shift Traffic onto New Bridge.
(Typ.) See Index 20072
2. Remove Temporary Work Bridge No. 1.
40’-0"
Edge of Existing
Survey &
3. Construct Temporary Work Bridge No. 2.
| Existing Bridge
4. Demolish Existing Structure.
No. XXXXXX
Crutch Bent Cap
Temporary Work
Bridge No. 2
30" Square Prestressed
Concrete Piles (Typ.)
See Index 20630
PHASE 2 (a)
BRIDGE NO. XXXXXX
Date
By
Description
Date
SHEET TITLE:
Drawn By:
REVISIONS
By
Description
STRUCTURES DESIGN OFFICE
XXX MM-YY
Checked by:
CENTRAL OFFICE
Tallahassee, Florida 32399-0450
CONSTRUCTION SEQUENCE (SHEET 2 OF 3)
XXX MM-YY
Designed by:
605 Suwannee Street, MS 33
REF. DWG. NO.
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
PROJECT NAME:
SHEET NO.
XXX MM-YY
Checked by:
XXX MM-YY
CONSTRUCTION SEQUENCE EXAMPLE 1
UTILIZING TEMPORARY WORK BRIDGE
Varies ( 96’-5" ¡ to 80’-0" ¡ ) **
Varies ( 104’-1" to 120’-0" ¡ ) **
30-2"
24’-8" (Phase 2) *
15’-10" *
1’-0"
9"
6’-0"
10’-0"
12’-0" Lane
6’-2" *
10’-6" Lane
Shoulder
2’-0"
1’-5"
R/W Line
2’-4" *
1’-5"
17’-1 "
6’-2"
10’-2"
9"
R/W Line
S
l
o
p
e
:
.
0
2 Ft
/Ft
| Construction & PGL
S
l
o
p
e
:
s
e
i
r
a
V
V
a
r
i
e
s
.
0
2 Ft
/Ft
** Within limits of proposed bridge
5’-0" Offset to Temporary
Work Bridge
72" Florida-I Beams
(Typ.) See Index 20072
34’-5" ¡
40’-0"
Temporary Work Bridge No. 3
30" Square Prestressed
Concrete Piles (Typ.)
See Index 20630
Phase 2(b) Work:
Type K Temporary Barrier Wall
* Dimension at | Bents for portion
1.
(Bolted Down) See Index 414
of bridge within horizontal curve
Remove Temporary Work Bridge No. 2.
2. Construct Temporary Work Bridge No. 3.
PHASE 2 (b)
3. Construct Phase 2 portion of New Bridge.
4. Construct Retaining Walls Nos. 1, 3 and 5.
70’-9"
40’-6"
30’-2"
9"
6’-0"
10’-0" Shoulder
12’-0" Lane
12’-0" Lane
LEGEND :
10’-0" Shoulder
1’-5"
1’-5"
17’-1"
6’-2"
10’-2"
Northbound Traffic
9"
S
l
o
p
e
:
.
0
2 Ft
/Ft
| Construction & PGL
Southbound Traffic
S
l
o
p
e
:
s
e
i
r
a
V
V
a
r
i
e
s
.
0
2 Ft
/Ft
72" Florida-I Beams
(Typ.) See Index 20072
CROSS REFERENCE:
For limits of Temporary Work Bridge
see Sheet Nos. B-XX thru B-XX.
Phase 3 Work:
30" Square Prestressed
1. Shift Traffic to Permanent Lane locations.
Concrete Piles (Typ.)
2. Remove Temporary Work Bridge No. 3.
See Index 20630
PHASE 3
BRIDGE NO. XXXXXX
Date
By
Description
Date
SHEET TITLE:
Drawn By:
REVISIONS
By
Description
STRUCTURES DESIGN OFFICE
XXX MM-YY
Checked by:
CENTRAL OFFICE
Tallahassee, Florida 32399-0450
CONSTRUCTION SEQUENCE (SHEET 3 OF 3)
XXX MM-YY
Designed by:
605 Suwannee Street, MS 33
REF. DWG. NO.
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
PROJECT NAME:
SHEET NO.
XXX MM-YY
Checked by:
XXX MM-YY
CONSTRUCTION SEQUENCE EXAMPLE 1
UTILIZING TEMPORARY WORK BRIDGE