LSP 610 - Reinforced Concrete Retaining Wall, Type 'A' and 'B'

assbedUrban and Civil

Nov 25, 2013 (3 years and 8 months ago)

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NO SCALE
DETAIL OF
DETAIL OF
FILL WITH
APPROVED
JOINT SEALER
BACK FACE
FRONT FACE
1" PREFORMED
JOINT FILLER
EXPANSION
DETAIL OF
NO SCALE
DETAIL OF
NO SCALE
WALL FOR STEPS TO BE
POURED INTEGRALLY
END OF WALL
QUANTITIES
8'-0"
2'-0"
2'-0"
WALL FOR STEPS NOT
INCLUDED IN THE PLAN
DETAIL OF
NO SCALE
QUANTITIES
END OF WALL
NO SCALE
8'-0"
2'-0"
QUANTITIES
END OF WALL
A
B
C
F
TRANSVERSE
TOE BARS
TRANSVERSE
HEEL BARS
SHORT VERTICAL BARS
SIDEWALK
1" PREFORMED
EXPANSION
JOINT FILLER
H
FULL HEIGHT
VERTICAL BARS
11
MAX.
7
G
SECTION AT
NO SCALE
SIDEWALK
27
35
121
93
0.14
0.15
1.1
1.5
.305
.355
11.7
.572
.669
14.9
DIMENSIONS
HEEL BARS
G
F
E
D
C
B
A
H
NO 3 @ 14"
NO 3 @ 14"
NO 3 @ 12"
NO 3 @ 12"
2
2
NO 3 @ 12"
3
3
NO 3 @ 12"
1'-2"
1'-6"
1'-0"
1'-0"
3'-4"
3'-10"
3'-9"
3'-10"
NO 4 @ 16"
NO 4 @ 16"
1'-10"
1'-0"
1'-0"
1'-0"
10"
1'-6"
NUMBER OF
HEEL BARS
WEEP HOLE SHALL BE
PLACED IN ALL
RETAINING WALLS
NOTE:
WATER STOP TO EXTEND FROM TOP
OF FOOTING TO 3" BELOW TOP OF
WALL ALL LONGITUDINAL STEEL IN
WALL SHALL BE CUT AT EXPANSION
JOINTS.
RETAINING WALL AND
NOTE:
NOTE:
NOTE:
L.S.P. 610
REINFORCED CONCRETE RETAINING WALL TYPE 'A' AND 'B'
DUMMY JOINT
CONTROL JOINT
EXPANSION JOINT
WEEP HOLE
PART ELEVATION
ENTRANCE CORNER
WALL CORNER
WALL SECTION
SECTION
TRANSVERSE BARS, BASE
REINFORCING BARS
TOE BARS
THOMAS S.
SHAFER
E-10679
P
R
O
F
E
S
S
I
O
N
A
L

C
I
V
I
L

E
N
G
I
N
E
E
R
S
T
A
T
E

O
F

N
E
B
R
A
S
K
A
3/4"
1/4"
1 1/4"
1 1/4"
3/4"
3/4"
1/4"
1" PREFORMED
EXPANSION
JOINT FILLER
6" CENTER BULB
TYPE RUBBER
WATER STOP
1 1/4"
ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4"
MINIMUM COVERING, MEASURED FROM FACE OF THE CONCRETE TO THE SURFACE OF ANY REINFORCING BARS SHALL
BE 3".
EXPANSION JOINTS SHALL BE PLACED IN WALLS AT NOT MORE THAN 50'-0" INTERVALS, AT LOCATIONS TO BE
DETERMINED BY THE ENGINEER, AND AT 8'-0" FROM ALL WALL AND ENTRANCE CORNERS. LONGITUDINAL BARS
SHALL BE CUT AT EXPANSION JOINTS.
DUMMY JOINTS SHALL BE PLACED IN THE FACE OF WALLS AT LOCATIONS TO BE DETERMINED BY THE ENGINEER.
A CONTROL JOINT SHALL BE PLACED MIDWAY BETWEEN EXPANSION JOINTS OR MIDWAY BETWEEN EXPANSION JOINT
AND THE END OF THE RETAINING WALL, EXCEPT CONTROL JOINTS MAY BE DELETED WHERE THE DISTANCE BETWEEN
EXPANSION JOINTS OR THE DISTANCE BETWEEN EXPANSION JOINT AND END OF RETAINING WALL IS 30'-0" OR
LESS. FIELD CUT ALTERNATE LONGITUDINAL BARS AT CONTROL JOINTS. TOP LONGITUDINAL BARS TO BE
CONTINUOUS THROUGH CONTROL JOINT.
THE BACK FACE OF ALL RETAINING WALLS OVER TWO FEET HIGH SHALL BE DAMP-PROOFED ABOVE THE TOP OF THE
FOOTING.
WEEP HOLES SHALL BE PLACED AT 10'-0" CENTERS IN ALL RETAINING WALLS.
ALL EXPOSED FACES OF RETAINING WALLS SHALL BE BUILT WITH FORMS TO SIMULATE A BRICK FACE.
ALL REINFORCING STEEL SHALL BE EPOXY COATED.
ALL CONCRETE SHALL BE L3500.
3"
4 1/2"
REINFORCING
STEEL
POUNDS
HEIGHT
OF WALL
FEET
CONCRETE
CUBIC
YARDS
DAMP-
PROOFING
SQUARE
YARDS
ONE WALL
CORNER
CUBIC YARDS
ONE ENTRANCE
CORNER
CUBIC YARDS
ONE WALL
CORNER
POUNDS
ONE ENTRANCE
CORNER
POUNDS
QUANTITIES PER LINEAR FOOT OF WALL
ADDITIONAL STEEL
ADDITIONAL CONCRETE
HEIGHT
OF WALL
FULL HEIGHT
VERTICAL BARS
(ALTERNATE WITH
SHORT BARS)
SHORT VERTICAL
BARS (ALTERNATE
WITH FULL
HEIGHT BARS)
NUMBER OF
TOE BARS
NO 4 BARS @ 12"
8"
1'-0"
D
9"
CONSTRUCTION
JOINT
3'-0" MINIMUM
E
8"
8"
2'-0"
CENTER OF
EXPANSION JOINT
CENTER OF
EXPANSION JOINT
NO 4 VERTICAL BARS
PLACED AS SHOWN
NO 4 VERTICAL BARS
PLACED AS SHOWN
NO 4 HORIZONTAL
BARS @ 12" ABOVE
SIDEWALK LEVEL
2" PIPE @
10'-0" CENTERS
NO 4 HORIZONTAL
BARS @ 12" FULL
HEIGHT OF WALL
LONGITUDINAL BARS, BASE (NO 4)
NO 4 LONGITUDINAL
BARS, BASE
(TOE & HEEL)
1 CUBIC FOOT
OF COURSE
GRAVEL
ENCASED
WITH FILTER
FABRIC
EFFECTIVE JULY 1, 2011
SURCHARGED FILL BEHIND WALL (MAXIMUM SURCHARGE SLOPE 11:7)
UNDER 35"
35" - 47"
35" - 47"
UNDER 35"










PROJECT NO.
SHEET NO.
Drawn:
Checked:
Approved:
Date:
700028 OLD AS OF 070610.cfg
...\tables\Pen\BW_PENTABLE.TBL
PEN:
PROJ:
USER:
DATE:
DGN:
10/3/2011
...\STANDARD\Current\lsp610.dgn
siecaw
LSP 610
LSP 610
LSP 610
1
CAW
5/9/2011
This document was originally issued and sealed by Thomas S. Shafer, E-10679, on 3-1-10. This media should not be considered a certified document.