W912QR22R0020_Plans-0004.pdf
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- Solicitation number
- W912QR22R0020
About this file
This document outlines a federal contract opportunity for runway renovations at Grissom Air Reserve Base. The project involves milling and overlaying approximately 3.29 million square feet of pavement and replacing approximately 471,000 square feet of pavement to full depth. Specific repairs include repairing taxiway throats and sections to full depth with Portland cement concrete, conducting variable milling and asphalt concrete overlays on Runway 12/30 and its shoulders for its full 12,501 foot length, and repairing airfield lighting circuits and guidance systems. The solicitation was issued by the Department of the Army Corps of Engineers Louisville District for this renovation work.
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EXISTING GROUND
PROPOSED GROUND
-0.01%
P V
I
S
T A
E L
145+00
145+50
146+00
146+50
147+00
147+50
148+00
148+50
149+00
149+50
150+00
150+50
151+00
151+50
152+00
152+50
153+00
153+50
154+00
154+50
155+00
155+50
156+00
156+50
157+00
157+50
158+00
158+50
159+00
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD
S
D
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S
D
S
D
S
D
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D
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D
S
D
S D
S D
S
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D
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S D
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E
E
E
E
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E
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E
E
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E
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E
799.25
799.50
.7
799.75
799.25
799.25
799.50
799.50
799.75
799.75
145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00
PCC PAVEMENT
TO REMAIN
PAVING LIMIT
(TYP.)
UD
UD
INV. = 795.09
CO 4
N: 1971002.16
E: 196953.37
RIM ELEV.: 798.18
INV.: 795.18
CO 5
N: 1970777.03
E: 197180.79
RIM ELEV.: 798.09
INV.: 795.09
L
S
L
S
HORIZONTAL
DIRECTIONAL DRILL
FOR 8" SUBDRAIN
CLEANOUT PIPE (TYP.)
8" SUBDRAIN
COLLECTOR
PIPE (TYP.)
INSTALL SILTATION FENCE AS PER
DETAIL M4 ON SHEET C-507 35' FROM
EDGE OF PAVEMENT OR AS DIRECTED
BY CONTRACTING OFFICER (TYP.)
INSTALL SILTATION FENCE AS PER DETAIL M4 ON SHEET C-507 35' FROM
EDGE OF PAVEMENT OR AS DIRECTED BY CONTRACTING OFFICER (TYP.)
REFER TO CD120 FOR CONTINUATION OF
SILTATION FENCE INSTALLATION FOR
OVERRUN PAVEMENT CONSTRUCTION.
SILTATION FENCE SHALL BE IN INSTALLED IN
ACCORDANCE WITH DETAIL M4 ON SHEET
C-507 35' FROM EDGE OF PAVEMENT OR AS
DIRECTED BY CONTRACTING OFFICER (TYP.)
INSTALL INLET PROTECTION AS
PER DETAIL M10 ON SHEET C-507
INSTALL INLET PROTECTION AS
PER DETAIL M10 ON SHEET C-507
D
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
U S
A
R M
Y
C
O R
O
E
N G
I N
E E
R S
PLAN
NORTH
SCALE IN FEET
50 0
KEY MAP
SCALE 1" = 2000'
SCALE:
H:1"=50'
V:1"=5'
PROFILE
SCALE: 1"=50'
PLAN
M A
T C
H
L I N
E
C
G
NOTE: RUNWAY GRADES SHALL
BE CONSTRUCTED PER THE CG
SERIES. MINOR GRADE
ADJUSTMENTS WITHIN 24 INCHES
OF THE RUNWAY EDGE ARE
PERMISSIBLE TO PROVIDE A
SMOOTH SURFACE INTERFACE
WITH THE EXISTING SHOULDER.
SEE DETAIL L5 AND L18 ON
SHEET C-505
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C-503
BASE BID
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SHEET ID
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US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
LENGTH OF SLAB
LONGITUDINAL CONSTRUCTION JOINT3"
W I D
T H
S
L A
B
LAP
3" MAX.
3" MAX.
DOWEL
DOWEL
REINFORCING STEEL
LAP
TRANSVERSE CONTRACTION JOINT
LONGITUDINAL CONSTRUCTION JOINT
h d d h d h
D-DENOTES DOWEL DIAMETER
D-DENOTES DOWEL DIAMETER
d h
D d h
+ 1"
REINFORCING STEEL
DOWELED JOINT
MAXIMUM SPACING = 1/2 OF WIRE OR BAR
SPACING IN REINFORCING MAT OR WIRE FABRIC
TRANSVERSE
CONTRACTION
JOINT
NOTES:
1. WIRE FABRIC WILL BE OVERLAPPED FOR A DISTANCE EQUAL TO AT LEAST ONE SPACING OF THE
WIRE IN THE FABRIC OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER.
2. ALL DOWELS, REBAR, AND WIRE FABRIC/MESH SHALL BE EPOXY COATED.
3. REINFORCEMENT SHALL CONFORM TO SPECIFICATION 32 13 14.13 AND NOT EXCEED 0.15 PERCENT
OF CONCRETE AREA.
0.177" MIN. DIA. SPREADER WIRES WELDED
TO TOP SPACER BARS 3 PER ASSEMBLY
TO BE CLIPPED AFTER STAKING
0.362" MIN. DIA. BOTTOM SPACER
BARS WELDED TO LEG CHAIRS -
2 PER ASSEMBLY
0.362" MIN. DIA. TOP SPACER BARS
WELDED TO LEG CHAIRS -
2 PER ASSEMBLY
EPOXY COATED DOWELS WELDED
ALTERNATELY TO TOP SPACER BARS.
OIL FREE ENDS.
0.362" MIN. DIA. "VEE" LEG CHAIRS
WELDED AT ALL INTERSECTIONS
TO TOP AND BOTTOM SPACER BAR
9.25" ± 1/2"
10"
GREASE FREE ENDS OF
EPOXY COATED DOWELS
NOTES:
1. FOR SLIP FORM PAVING, ANCHOR DOWEL BAR ASSEMBLY INTO POSITION WITH
MINIMUM 8 EA STEEL RODS, .25" DIA. WITH HOOK.
2. FOR HAND POURS, THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE
ANCHORING METHOD SUBJECT TO THE CONTRACTING OFFICER'S APPROVAL.
OTHERWISE, THE ABOVE ANCHORING METHOD MUST BE USED.
ANCHOR DOWEL BAR ASSEMBLY INTO
POSITION WITH 9" LONG 0.25" DIAMETER
STEEL RODS WITH HOOKS OR AS APPROVED
BY THE CONTRACTING OFFICER
SAWCUT
CONTRACTION JOINT
SCALE: NTS
TYPICAL DOWEL BAR ASSEMBLY
F5
SCALE: NTS
SLAB REINFORCEMENT DETAIL
D4
SCALE: NTS
SECTION A
E10
SCALE: NTS
DETAIL FOR TERMINATION OF STEEL JOINT
B17
SCALE: NTS
SECTION B
C10 d h
D d h
+ 1" d h
+ 1"
SLAB
EDGE OF
9"
L
J O
I N
T
C
9"
EDGE OF
SLAB
23" 23"
UNIFORMLY SPACED AT 18" MAX.
FOR TRANSVERSE
CONTRACTION JOINTS
FOR LONGITUDINAL
CONTRACTION JOINTS
FOR TRANSVERSE
CONTRACTION JOINTS
FOR LONGITUDINAL
CONTRACTION JOINTS
SCALE: NTS
DOWEL BAR SPACING
J4
SEE DETAIL F11 ON C-504
(WIRE FABRIC OR BAR MAT)
REINFORCING STEEL
(WIRE FABRIC OR BAR MAT)
NOTES:
1. EMPLOY TYPICAL SPACING AS INDICATED ABOVE UNLESS OTHERWISE
DIRECTED ON RESPECTIVE INTERFACE.
SCALE: NTS
GROOVING DETAIL AT PAVEMENT JOINTS
G13
(TYP.)
1/4"
1-1/2"
(TYP.)
1'-0" MIN.
2'-0 MAX.
M
I N
4'-0 MAX.
3'-0" MIN.
RUNWAY OR TAXWAY
LIGHT FIXTURE
M
X
M
I N
M
X
RUNWAY OR TAXWAY
LIGHT FIXTURE
RUNWAY SURFACE
6" (TYP.)
PORTLAND CEMENT CONCRETE
PAVEMENT TRANSVERSE JOINT
OR ASPHALT CONCRETE
PAVEMENT JOINT
SCALE: NTS
GROOVING DETAIL
M18
SCALE: NTS
GROOVING DETAIL AT LIGHT FIXTURE
G9
NOTE:
1. DO NOT GROOVE WITHIN 6 INCHES OF RUNWAY CENTERLINE
SCALE: NTS
LIMIT OF RUNWAY GROOVING - LONGITUDINAL
D16
NOTES:
1. LONGITUDINAL LIMITS OF RUNWAY PAVEMENT GROOVING SHALL BE
COMPLETED WITHIN RUNWAY THRESHOLD AS SHOWN.
2. EXISTING PAVEMENT TO REMAIN SHALL NOT BE GROOVED: (3)-1000' SECTIONS.
PCC/AC TO REMAIN
UNDISTURBED
(NO GROOVING)
PAVEMENT TO BE
GROOVED
PAVEMENT TO BE
GROOVED
PCC/AC TO REMAIN
UNDISTURBED
(NO GROOVING)
PAVEMENT TO BE
GROOVED
PCC/AC TO REMAIN UNDISTURBED
(NO GROOVING)
RUNWAY THRESHOLD
RUNWAY
THRESHOLD
LEGEND:
LIMIT OF RUNWAY GROOVING
SCALE: NTS
LIMIT OF RUNWAY GROOVING (TYP.) - TRANSVERSE
H18
LIMIT OF RUNWAY
GROOVING WIDTH - 200'
RUNWAY SHOULDER
(NOT GROOVED) - 50'
RUNWAY SHOULDER
(NOT GROOVED) - 50'
NOTES:
1. REFER TO DETAIL H18 AND D16 ON THIS SHEET FOR LONGITUDINAL AND
TRANSVERSE LIMITS OF RUNWAY GROOVING.
NOTES:
1. TRANSVERSE LIMITS OF RUNWAY
PAVEMENT GROOVING SHALL BE
COMPLETED WITHIN RUNWAY PROPER
WIDTH (200') AS SHOWN.
2. EXISTING SHOULDER PAVEMENT (2)-50'
SECTIONS SHALL NOT BE GROOVED.
LEGEND:
LIMIT OF RUNWAY GROOVING
A M
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D M
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T
4x4 - W4.0 x W4.0
WELDED WIRE FABRIC
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L G
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M
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L G
A M
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O W
N S
C I V
I L
D
E T
A I
C-531
BASE BID
A N
S I
D
D E
C
L O
U I S
V I L
L E
K
E N
T U
C K
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D
R
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V I L
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T V
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D I A
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R A
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I G
H
N
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F
A X
L I C
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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K E
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US Army Corps of Engineers
U S
A
R M
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C
O R
E
N G
I N
E E
R S
10"10"
SCALE: NTS
TYPICAL IRREGULAR SLAB DETAIL
10"
M17
LENGTH OF SLAB
LONGITUDINAL CONSTRUCTION JOINT3"
W I D
S
L A
B
LAP
3" MAX.
3" MAX.
DOWEL
DOWEL
REINFORCING STEEL
LAP
TRANSVERSE CONTRACTION JOINT
LONGITUDINAL CONSTRUCTION JOINT
h d d h d h
D-DENOTES DOWEL DIAMETER
D-DENOTES DOWEL DIAMETER
d h
D d h
+ 1"
REINFORCING STEEL
DOWELED JOINT
MAXIMUM SPACING = 1/2 OF WIRE OR BAR
SPACING IN REINFORCING MAT OR WIRE FABRIC
TRANSVERSE
CONTRACTION
JOINT
NOTES:
1. WIRE FABRIC WILL BE OVERLAPPED FOR A DISTANCE EQUAL TO AT LEAST ONE SPACING OF THE
WIRE IN THE FABRIC OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER.
2. ALL DOWELS, REBAR, AND WIRE FABRIC/MESH SHALL BE EPOXY COATED.
3. REINFORCEMENT SHALL CONFORM TO SPECIFICATION 32 13 14.13 AND NOT EXCEED 0.15 PERCENT
OF CONCRETE AREA.
0.177" MIN. DIA. SPREADER WIRES WELDED
TO TOP SPACER BARS 3 PER ASSEMBLY
TO BE CLIPPED AFTER STAKING
0.362" MIN. DIA. BOTTOM SPACER
BARS WELDED TO LEG CHAIRS -
2 PER ASSEMBLY
0.362" MIN. DIA. TOP SPACER BARS
WELDED TO LEG CHAIRS -
2 PER ASSEMBLY
EPOXY COATED DOWELS WELDED
ALTERNATELY TO TOP SPACER BARS.
OIL FREE ENDS.
0.362" MIN. DIA. "VEE" LEG CHAIRS
WELDED AT ALL INTERSECTIONS
TO TOP AND BOTTOM SPACER BAR
8.25" ± 1/2"
10"
GREASE FREE ENDS OF
EPOXY COATED DOWELS
NOTES:
1. FOR SLIP FORM PAVING, ANCHOR DOWEL BAR ASSEMBLY INTO POSITION WITH
MINIMUM 8 EA STEEL RODS, .25" DIA. WITH HOOK.
2. FOR HAND POURS, THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE
ANCHORING METHOD SUBJECT TO THE CONTRACTING OFFICER'S APPROVAL.
OTHERWISE, THE ABOVE ANCHORING METHOD MUST BE USED.
ANCHOR DOWEL BAR ASSEMBLY INTO
POSITION WITH 9" LONG 0.25" DIAMETER
STEEL RODS WITH HOOKS OR AS APPROVED
BY THE CONTRACTING OFFICER
SAWCUT
CONTRACTION JOINT
SCALE: NTS
TYPICAL DOWEL BAR ASSEMBLY
F5
SCALE: NTS
SLAB REINFORCEMENT DETAIL
D4
SCALE: NTS
SECTION A
E10
SCALE: NTS
DETAIL FOR TERMINATION OF STEEL JOINT
B17
SCALE: NTS
SECTION B
C10 d h
D d h
+ 1" d h
+ 1"
SLAB
EDGE OF
9"
L
J O
I N
T
C
9"
EDGE OF
SLAB
23" 23"
UNIFORMLY SPACED AT 18" MAX.
FOR TRANSVERSE
CONTRACTION JOINTS
FOR LONGITUDINAL
CONTRACTION JOINTS
FOR TRANSVERSE
CONTRACTION JOINTS
FOR LONGITUDINAL
CONTRACTION JOINTS
SCALE: NTS
DOWEL BAR SPACING
J4
SEE DETAIL F11 ON C-532
(WIRE FABRIC OR BAR MAT)
REINFORCING STEEL
(WIRE FABRIC OR BAR MAT)
NOTES:
1. EMPLOY TYPICAL SPACING AS INDICATED ABOVE UNLESS OTHERWISE
DIRECTED ON RESPECTIVE INTERFACE.
PERPENDICULAR OR RADIAL JOINTS SHALL BE
NON-DOWELED CONTRACTION JOINTS OR
NON-DOWELED CONSTRUCTION JOINT
EDGE OF PROPOSED PAVEMENT
3' MIN.
DOWELED JOINT (TYP.)
3' MIN.
REINFORCED PANEL, SEE DETAILS ON THIS
SHEET
FULL SIZED PANEL UNREINFORCED
NOTES:
1. ALL IRREGULAR (NOT SYMMETRIC) PCC SLABS SHALL BE REINFORCED WITH
WELDED WIRE FABRIC (WWF) OR BAR MAT AS SPECIFIED.
A M
E N
D M
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T
4x4 - W4.0 x W4.0
WELDED WIRE FABRIC
W
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E
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E
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62.5' - 5 @ 12.5' WIDE
S
L A
W
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E
12.5' (TYP.)
S
L A
W
I D
E
TAXIWAY G
S
L A
W
I D
E
10'
±30'
EXISTING PCC PROTECTIVE FUEL LINE SLABS TO REMAIN UNDISTURBED
EXISTING PCC
ROADWAY TO REMAIN.
EXISTING PCC
PAVEMENT JOINTS (TYP.)
FIELD VERIFY EXISTING
PCC JOINTS AND
MATCH PROPOSED
JOINTS TO EXISTING
JOINTS (TYP).
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
S
L A
W
I D
E
S
L A
W
I D
E
10'
20'
11'
FIELD VERIFY EXISTING
PCC JOINTS AND
MATCH PROPOSED
JOINTS TO EXISTING
JOINTS (TYP).
E
E
E
6+00
7+00
8+00
9+00
10+00
11+00
T A
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C
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F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
H
F F F
F F F
F F F
F F F
F F F
F F F
F F F
F F F
F F F
F F F
D
D
H
H
HHHH
HHHH
HHFH
HHHH
HHHH
HHHH
HHHH
HHHH
H H H H
H
D
D
D
D
D
D
D
D
D
D
H H H H H
H H H H H H
H H H H H H
H H H H H H
H H
F
F
H
TAXIWAY G
S
L A
W
I D
E
S
L A
W
I D
E
100' - 8 SLABS @12.5 WIDE
S
L A
B S
W
I D
E
20.5' - 2 SLABS @ 10.25' WIDE
12.5' (TYP.)
(TYP.)
(TYP.)
10.5' (TYP.)
18.75 (TYP.)
(TYP.)
(TYP.)
(TYP.)
FIELD VERIFY EXISTING
PCC JOINTS AND
MATCH PROPOSED
JOINTS TO EXISTING
JOINTS (TYP).
KEY MAP
D
D
A R
G I E
A
S
A N
C H
E Z
A
S
A N
C H
E Z
R
D
O W
N S
J O
I N
T I N
G
P
L A
N
CP132
OPTION #1
A N
S I
D
D E
C
L O
U I S
V I L
L E
K
E N
T U
C K
Y
D
R
M
A R
T
T
H E
R
K
I N
G
J R
P
L A
C E
L O
U I S
V I L
S
T R
I C
T V
A R
I O
O
J E
C T
S
A
T
G
A R
B
G R
I S
S O
M
A
S
E R
S
E
I N
D I A
N A
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
C E
R T
I F
I E
D
F
I N
A L
D
E S
I G
N
S
U B
M I T
T A
L
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SCALE: 1" = 30'
JOINTING PLAN - 1
PCC SLAB
REINFORCED PCC SLAB. SEE SHEET C-514 FOR SLAB REINFORCEMENT DETAILS.
NOTES (FOR SHEET CP132 ONLY):
1. DIRECTION OF PAVING SHALL BE IN AN EAST TO WEST/WEST TO EAST ORIENTATION.
2. ALL TRANSVERSE JOINTS SHALL BE DOWELED CONTRACTION JOINTS (H), UNLESS OTHERWISE NOTED.
3. ALL LONGITUDINAL JOINTS SHALL BE DOWELED CONSTRUCTION JOINTS (D), UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCING PLAN FOR APPROVAL PRIOR TO COMMENCING WORK
LEGEND (FOR SHEET CP132 ONLY):
SCALE 1" = 2000'
SCALE IN FEET
30 0
PLAN
NORTH
B
C
D
F
EXPANSION JOINT
NON-DOWELED CONSTRUCTION JOINT
DOWELED CONSTRUCTION JOINT
DOWELED CONTRACTION JOINT
M A
T C
H
L
I N
E
S
L
O W
M A
T C
H
L
I N
E
S
O
V E
C-515
M11
C-513
G17
C-513
D5
C-513
G10
G
DOWELED EXPANSION JOINT
C-516
J5
DOWELED EXPANSION JOINT MEETING EXISTING
PROTECTIVE FUEL LINE PCC
C-513
D10
K
DOWELED CONSTRUCTION JOINT MEETING EXISTING
TRANSIENT APRON PCC
C-516
M15
M
C-513
M5
Q
THICKENED EDGE EXPANSION JOINT
TRANSITION
THICKENED EDGE CONSTRUCTION JOINT
C-516
F15
R
A
THICKENED EDGE EXPANSION JOINT
C-516
M5
H
NON-DOWELED CONTRACTION JOINT
C-513
M17
THICKENED EDGE EXPANSION JOINT MEETING
EXISTING PCC
C-516
D5
T
A15
A M
E N
D M
E N
T
W
2Q R
R
_P la ns -0
D
A R
G I E
M
E
L G
A M
M A
L
M
E
L G
A M
M A
L
R
D
O W
N S
C I V
I L
D
E T
A I
C-514
OPTION #1
A N
S I
D
D E
C
L O
U I S
V I L
L E
K
E N
T U
C K
Y
D
R
M
A R
T
T
H E
R
K
I N
G
J R
P
L A
C E
L O
U I S
V I L
S
T R
I C
T V
A R
I O
O
J E
C T
S
A
T
G
A R
B
G R
I S
S O
M
A
S
E R
S
E
I N
D I A
N A
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
C E
R T
I F
I E
D
F
I N
A L
D
E S
I G
N
S
U B
M I T
T A
L
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
10"
10"10"
10"
LENGTH OF SLAB
LONGITUDINAL CONSTRUCTION JOINT3"
W I D
S
L A
B
LAP
3" MAX.
3" MAX.
DOWEL
DOWEL
REINFORCING STEEL
LAP
TRANSVERSE CONTRACTION JOINT
LONGITUDINAL CONSTRUCTION JOINT
h d d h d h
D-DENOTES DOWEL DIAMETER
D-DENOTES DOWEL DIAMETER
d h
D d h
+ 1"
REINFORCING STEEL
DOWELED JOINT
MAXIMUM SPACING = 1/2 OF WIRE OR BAR
SPACING IN REINFORCING MAT OR WIRE FABRIC
TRANSVERSE
CONTRACTION
JOINT
NOTES:
1. WIRE FABRIC WILL BE OVERLAPPED FOR A DISTANCE EQUAL TO AT LEAST ONE SPACING OF THE
WIRE IN THE FABRIC OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER.
2. ALL DOWELS, REBAR, AND WIRE FABRIC/MESH SHALL BE EPOXY COATED.
3. REINFORCEMENT SHALL CONFORM TO SPECIFICATION 32 13 14.13 AND NOT EXCEED 0.15 PERCENT
OF CONCRETE AREA.
0.177" MIN. DIA. SPREADER WIRES WELDED
TO TOP SPACER BARS 3 PER ASSEMBLY
TO BE CLIPPED AFTER STAKING
0.362" MIN. DIA. BOTTOM SPACER
BARS WELDED TO LEG CHAIRS -
2 PER ASSEMBLY
0.362" MIN. DIA. TOP SPACER BARS
WELDED TO LEG CHAIRS -
2 PER ASSEMBLY
EPOXY COATED DOWELS WELDED
ALTERNATELY TO TOP SPACER BARS.
OIL FREE ENDS.
0.362" MIN. DIA. "VEE" LEG CHAIRS
WELDED AT ALL INTERSECTIONS
TO TOP AND BOTTOM SPACER BAR
10" ± 1/2"
GREASE FREE ENDS OF
EPOXY COATED DOWELS
NOTES:
1. FOR SLIP FORM PAVING, ANCHOR DOWEL BAR ASSEMBLY INTO POSITION WITH
MINIMUM 8 EA STEEL RODS, .25" DIA. WITH HOOK.
2. FOR HAND POURS, THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE
ANCHORING METHOD SUBJECT TO THE CONTRACTING OFFICER'S APPROVAL.
OTHERWISE, THE ABOVE ANCHORING METHOD MUST BE USED.
ANCHOR DOWEL BAR ASSEMBLY INTO
POSITION WITH 9" LONG 0.25" DIAMETER
STEEL RODS WITH HOOKS OR AS APPROVED
BY THE CONTRACTING OFFICER
SAWCUT
CONTRACTION JOINT
SCALE: NTS
TYPICAL DOWEL BAR ASSEMBLY
F5
SCALE: NTS
SLAB REINFORCEMENT DETAIL
D4
SCALE: NTS
SECTION A
E10
SCALE: NTS
DETAIL FOR TERMINATION OF STEEL JOINT
B17
SCALE: NTS
SECTION B
C10 d h
D d h
+ 1" d h
+ 1"
SLAB
EDGE OF
9"
L
J O
I N
T
C
9"
EDGE OF
SLAB
23" 23"
UNIFORMLY SPACED AT 18" MAX.
FOR TRANSVERSE
CONTRACTION JOINTS
FOR LONGITUDINAL
CONTRACTION JOINTS
FOR TRANSVERSE
CONTRACTION JOINTS
FOR LONGITUDINAL
CONTRACTION JOINTS
SCALE: NTS
DOWEL BAR SPACING
J4
SEE DETAIL F11 ON C-515
(WIRE FABRIC OR BAR MAT)
REINFORCING STEEL
(WIRE FABRIC OR BAR MAT)
NOTES:
1. EMPLOY TYPICAL SPACING AS INDICATED ABOVE UNLESS OTHERWISE
DIRECTED ON RESPECTIVE INTERFACE.
A M
E N
D M
E N
T
4x4 - W4.0 x W4.0
WELDED WIRE FABRIC
W
2Q R
R
_P la ns -0
| Base - CG109 |
| Base - C-503 |
| Base - C-531 |
| Option #1 - CP132 |
| Option #1 - C-514 |
File details come from the government source that posted it. Updated .