sdd 14b41 single slope roadside retaining wall · 30/06/2017 · version 3 standard detail drawing...
Post on 20-Aug-2020
0 Views
Preview:
TRANSCRIPT
V1, V2 AND V3 ARE SPACED 18" C-C
V1, V2, V3 BARS ARE NO. 5 BARS
NO HORIZONTAL STEEL CROSSES EXPANSION JOINTS.
ROADSIDE RETAINING WALL
10 NO. 5 BARS
EVENLY SPACED
V2 BAR
V1 BAR
1’-0"
H
B A A B 2’-0"
3’-8"
BENDING DETAIL
V3 STIRRUP BAR
BENDING DETAIL
V1 BAR
E
D
10�"
10"10"
8"
V3 STIRRUP BAR
3’-9�"
BARRIER
HEIGHT
V1 BAR V2 BAR
D E
36"
42"
56"
GENERAL NOTES
BARRIER HEIGHT
H
INCHES
56
36
42
NUMBER OF
EACH
NO. 5 BARS
A
INCHES
B
INCHES
6�
5�
3
5�
6�
9
8
10
11
BENDING DETAIL
V5 STIRRUP BAR
BENDING DETAIL
V4 BAR
V4 BAR
F
170°-55’80°-55’
142°-42’
F
10"
118°-12’
8"
1’-3�"
DELINEATION
DEPARTMENT OF TRANSPORTATION
STATE OF WISCONSIN
66
ROADSIDE RETAINING WALL
SINGLE SLOPE
NORMAL BAR PLACEMENT
ROADSIDE RETAINING WALL
INLET
BAR PLACEMENT NEAR
ROADSIDE RETAINING WALL
32 7 5
32" 2’-6�"3’-4�"2’-5�"
BARRIER WALL DIMENSIONS
VARIES
SLOPE
ROADSIDE RETAINING WALL
BAR CHART
BENDING DETAIL
V2 BAR
2 INCHES CLEAR.
ALL STEEL REINFORCEMENT SHALL BE EMBEDDED
SHARP EDGES UNLESS NOTED OTHERWISE.
USE �" BEVEL OR 1" RADIUS ON ALL EXPOSED
STANDARD SPECIFICATIONS 501.
4000 PSI CONCRETE AIR ENTRAINMENT PER
UNLESS NOTED OTHERWISES.
AND FIRMLY TIED AND FASETENED TOGETHER
SPLICES OF LONGITUDINAL BARS TO BE 2’ LONG
CONSTRUCT PER STANDARD SPECIFICATION 603.
V1 BAR
V5 STIRRUP BAR
V4 BAR
6 NO. 5 BARS
EVENLY SPACED
TABLE), EVENLY SPACED.
(SEE BARRIER WALL DIMENSION
NO. 5 CONTINUOUS BARS
EVENLY SPACED.
WALL DIMENSION TABLE),
BARS (SEE BARRIER
NO. 5 CONTINUOUS
JOINT, ROUGH FINISHED
OPTIONAL CONSTRUCTION
WATERPROOFING
MEMBRANE
RUBBERIZED
18"
RETAINING WALL
BACKSIDE OF
GROUND LINE
WALL
RETAINING
TOP OF
VERTICAL EXPANSION JOINT
PLAN VIEW
WALL ON TRAFFIC SIDE
TOE OF RETAINING
RETAINING WALL
LINE AT BACK OF
FOOTING TO GROUND
FROM BOTTOM OF
WATERPROOFING
MEMBRANE
18" RUBBERIZED
�" POLYSTYRENE
PANEL FROM BOTTOM
OF FOOTING TO TOP
OF RETAINING WALL
FILL EXPANSION JOINT TO A DEPTH OF
�" WITH NONSTAINING GREY SINGLE
COMPONENT NON-BITUMINOUS JOINT SEALER
FROM TOE OF RETAINING WALL TO TOP
OF RETAINING WALL
�" CHAMFER
(TYPICAL)
11"
S.D.D. 14
B
41-3a
S.D.D. 14
B
41-3a
3’-4�"
4’-5�" 5’-4�" 4’-6�"
8
RETAINING WALL
BACKSIDE OF
GROUND LINE
2’-9�" 2’-10�"
4’-2�"3’-3�"
EXPANSION JOINTS OR AT THE END OF EACH POUR.
PROVIDE EXPANSION JOINTS WHERE THERE ARE EXISTING
DETAILS AND SPACING
15A4 FOR DELINEATOR
DETAIL DRAWING
SEE STANDARD
SDD 14b41-a Single Slope Roadside Retaining Wall - Cross Section and Steel Details
ELEVATION VIEW
PLAN VIEW
SECTION A-ASECTION B-B
(SEE PLAN)
WHEN INLET IS PRESENT
ADDITIONAL EXCAVATION
(SEE PLAN)
WHEN INLET IS PRESENT
ADDITIONAL EXCAVATION
(SEE PLAN)
ADDITIONAL EXCAVATION
BB
AA
(SEE OTHER DETAILS)
THRIE BEAM ANCHORAGE
(SEE OTHER DETAILS)
THRIE BEAM ANCHORAGE
JOINT
CONSTRUCTION
JOINT
EXPANSION
SPACED AT 6" C-C
STIRRUP BARS
V1, V2 AND
6" MIN.
1’-0" DES.
MINIMUM DESIGN OF EARTH WORK FOR INLET
MINIMUM DESIGN OF EARTH WORK
1’-0"
6" MIN.
6" MIN.
1’-0" DES.
OF FOOTING.
PIPE AND BOTTOM
1’-0" MIN. BETWEEN
DEPARTMENT OF TRANSPORTATION
STATE OF WISCONSIN
APPROVED
DATE
FHWA
66
ROADSIDE RETAINING WALL
SINGLE SLOPE
SPACED AT 1’-6" C-C
STIRRUP BARS
V1, V2 AND
INLET 2X2-FT.
INLET 2X2-FT.
RINGS
ADJUSTING
INLET COVER
TYPE BW
INLET 2X2.5-FT.
INLET 2X2.5-FT.
3’-4"
INLET 2X2.5-FT.
VARIES
SLOPE
SLOPE VARIES
INLET 2X2.5-FT.
2.5:1
MAX.
6" MIN.
4’-8�"2.5:1 MAX.
(SEE PLAN)
ADDITIONAL EXCAVATION
2.5:1 MAX.
2.5:1
MAX.
6" MIN.
3’-0"
10’-0" ANCHORAGE10’-0" ANCHORAGE
2’-8"
1’-6"
3’-0"
RINGS
ADJUSTING
INLET COVER
TYPE B
6" MIN.
1’-0" DES.
NOTE: HORIZONTAL BARS ARE NOT SHOWN. SEE OTHER DETAILS FOR HORIZONTAL BARS.
NOTE: HORIZONTAL BARS ARE NOT SHOWN. SEE OTHER DETAILS FOR HORIZONTAL BARS.
10’-0" ANCHORAGE
10’-0" ANCHORAGE 10’-0" ANCHORAGE 10’-0" ANCHORAGE
2" CLEAR
V4 AND V5 BARS
V3 BARS
AND
V1, V2,
V3 BARS
AND
V1, V2,
1’-3" 1’-3"
6" C-C SPACING
S.D.D. 14
B
41-3
bS.D.D. 14
B
41-3
b
WALL FOOTING
BOTTOM OF RETAINING
BACKFILL
STRUCTUREBACKFILL
STRUCTURE
UNIT SUPERVISOR
ROADWAY STANDARDS DEVELOPMENT
/S/ Rodney TaylorJune 2017
SDD 14b41-b Single Slope Roadside Retaining Wall - Placement and Drainage
Version 3 Standard Detail Drawing 14B41 (sheet ab) June 30, 2017 Single Slope Roadside Retaining Wall
References: Standard Spec 603 FDM 11-45-30
Bid items associated with this drawing: Bid items for single slope barrier and associated transitions are encoded as follows:
ITEM NUMBER DESCRIPTION UNIT 210.1100 Backfill Structure Type A .................................................................................................. CY 210.1500 Backfill Structure Type A ............................................................................................... TON 210.2100 Backfill Structure Type B .................................................................................................. CY 210.2500 Backfill Structure Type B ............................................................................................... TON 516.0500 Rubberized Membrane Waterproofing ............................................................................. SY 603.1436 Concrete Barrier Type S36C ............................................................................................. LF 603.1442 Concrete Barrier Type S42C ............................................................................................. LF 603.1456 Concrete Barrier Type S56C ............................................................................................. LF 611.0606 Inlet Covers Type B ..................................................................................................... EACH 611.0610 Inlet Covers Type BW ................................................................................................. EACH 611.3003 Inlets 3-FT Diameter.................................................................................................... EACH 611.3220 Inlets 2x2-FT ............................................................................................................... EACH
Standardized Special Provisions associated with this drawing: STSP NUMBER TITLE NONE
Other SDDs associated with this drawing: SDD 8A5 Inlet Covers SDD 8C7 Inlets 2x2-FT, 2x2.5-FT, & 2.5x3-FT SDD 14B20 Steel Thrie Beam Structure Approach SDD 14B32 Concrete Barrier Single Slope SDD 14B34 Single Slope Barrier Runs under 40 feet SDD 14B45 Midwest Guardrail System Transitions (MGS)
Design Notes: An individual site analysis by a structural or soils engineer is required to determine if the barrier design will satisfy the structural needs of the retaining wall. Soils engineer or structural engineer are to select backfill item to be used. FDM 11-45-30.3.6.4.4 discusses using concrete barrier as a retaining wall. Also, refer to the Bridge Manual Chapter 14 - Retaining Walls) and FDM 11-55-5 Retaining Walls) for modified designs.
Contact Person: Erik Emerson (608) 266-2842
top related