CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT (SKEW …
Transcript of CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT (SKEW …
CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT
(SKEW)
INDEX ISSUE
TITLE DETAIL DESCRIPTION DETAIL No. DATE
GENERAL LEGEND 2.1.1 NOV, 2007 ABBREVIATIONS 2.1.2 NOV, 2007
COVER SHEET TYPICAL LAYOUT 2.2.1 OCT, 2019 DESIGN DATA 2.2.2 OCT, 2019 LEGEND 2.2.3 SEPT, 2019 SURVEY CONTROL 2.2.4 SEPT, 2019
GENERAL ELEVATION TYPICAL LAYOUT 2.3.1 APRIL, 2014 BORING LOG 2.3.2 APRIL, 2014 LONGITUDINAL SECTION 2.3.3 NOV, 2018 PLAN 2.3.4 NOV, 2007 CROSS SECTION 2.3.5 APRIL, 2014 NOTES, DETAIL “A” 2.3.6 APRIL, 2014 TITLE BOX 2.3.7 NOV, 2007
EROSION CONTROL SITE PLAN 2.4.1 SEPT, 2019
CONCRETE DETAILS TYPICAL LAYOUT 2.5.1 NOV, 2007 SIDE ELEVATION 2.5.2 NOV, 2007 END ELEVATION 2.5.3 APRIL, 2014 SECTION A-A 2.5.4 NOV, 2007 SECTION B-B & C-C 2.5.5 NOV, 2007 CROSS SECTION, DETAILS OF CONSTRUCTION JOINTS 2.5.6 APRIL, 2014 NOTES, POURING SCHEDULE 2.5.7 NOV, 2007
SLAB REINFORCING TYPICAL LAYOUT 2.6.1 NOV, 2007 DETAILS PLAN 2.6.2 NOV, 2007
PLAN 2.6.3 NOV, 2007 PART PLAN “A” & “B” 2.6.4 SEPT, 2019 SECTION D-D 2.6.5 NOV, 2007
WALL REINFORCING TYPICAL LAYOUT 2.7.1 NOV, 2007 DETAILS ELEVATION 2.7.2 NOV, 2007
ELEVATION 2.7.3 NOV, 2007 ELEVATION 2.7.4 NOV, 2007 SECTION E-E & F-F 2.7.5 NOV, 2007
HEADWALL REINFORCING TYPICAL LAYOUT 2.8.1 NOV, 2007 DETAILS ELEVATION 2.8.2 NOV, 2007
ELEVATION 2.8.3 NOV, 2007 PART SECTION G-G 2.8.4 NOV, 2007 SECTION H-H 2.8.5 NOV, 2007 BILL OF REINFORCING STEEL 2.8.6 NOV, 2007
ENVIRONMENTAL APPROVALS
MANITOBA ENVIRONMENT ACT LICENCE
FISHERIES AND OCEANS CANADA - AUTHORIZATION OR REVIEW
TRANSPORT CANADA - NAVIGATION ACT
ENVIRONMENTAL REVIEW COMPLETED
FILE # :
DATE :
FILE # :
DATE :
FILE # :
DATE :
FILE # :
DATE :
COMPLETED BY :
DATE :
MANITOBA INFRASTRUCTURE ENVIRONMENTAL APPROVAL
SHEET LEGEND
R.M. OF
Triple
Double or
Single
x
OUT TO OUT OF HEADWALLS
2.2.3
LEGENDCOVER SHEET
LOCATION
LENGTH
TYPE BOX CULVERT ON A ° SKEW
REINFORCED CONCRETE
8.
7.
6.
5.
4.
3.
2.
1.
REINFORCING DETAILS
HEADWALL REINFORCING DETAILS
WALL REINFORCING DETAILS
SLAB REINFORCING DETAILS
CONCRETE DETAILS
SITE AND EROSION CONTROL PLAN
GENERAL ELEVATION
COVER SHEET
September 2019
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.
Water Management and Structures
Infrastructure
SURVEY CONTROL
SITE CONTROL POINT DATA
______.___EASTING:
_____.___
_____.___
________DATE:
___.___ELEVATION:
______.___EASTING:
______.___NORTHING:CONTROL POINT #______
________DATE:
___.___ELEVATION:
NORTHING:CONTROL POINT *______
________DATE:
___.___ELEVATION:
______.___EASTING:
NORTHING:CONTROL POINT #______
_._____SCALE FACTOR:
ZONE ___UTM:
____________GEOID (HT2.0):
GRS 1980ELLIPSOID:
CGVD28VERTICAL DATUM:
NAD83CSRSHORIZONTAL DATUM:
September 2019
SURVEY CONTROLCOVER SHEET
2.2.4
in Universal Transverse Mercator (UTM) coordinates. See Policy/Standard No.CSS-100Primary survey control is established and administered by Construction Support Services (CSS)
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.
Water Management and Structures
Infrastructure
NO
TES:
CO
MPLETIO
N
DEPT
H: 7.7
m
CO
MPLETE: 07/20/76
LO
GG
ED
BY: LP
RE
VIE
WE
D
BY: JU
& TS
Fig.
No: P
AG
E 17
5Page 1 of
100/02/10 09:4
0A
M (CIVIL10)
240.0
239.0
238.0
237.0
236.0
235.0
234.0
233.0
232.0
231.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
SOIL SYMBOL
S-1
P-2
T-334
S-3
T-335
T-336
T-337
S-4
SOIL
DES
CRIP
TIO
N
5 6
200
67
114
136
56
56
93
164
134
54
18
NO
RE
CO
VE
RY
Road
way
of |
A
Road
way
of |
( )
( )
( )
QHistoric = ( ) ̧
/s
( )°
NO
TES:
BO
RE
HO
LE
NO:
PR
OJE
CT
NO: 2251-
01
ELE
VATIO
N: 240.9
mBH-1
CO
MPLETIO
N
DEPT
H: 7.7
m
CO
MPLETE: 07/20/76
LO
GG
ED
BY: LP
RE
VIE
WE
D
BY: JU
& TS
Fig.
No: P
AG
E 17
5Page 1 of
100/02/10 09:4
0A
M (CIVIL10)
240.0
239.0
238.0
237.0
236.0
235.0
234.0
233.0
232.0
231.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
SOIL SYMBOL
S-1
P-2
T-334
S-3
T-335
T-336
T-337
S-4
5 6
200
67
114
136
56
56
93
164
134
54
18
NO
RE
CO
VE
RY
CO
RE
A
( )
( )
( )
NO
TES:
BO
RE
HO
LE
NO:
PR
OJE
CT
NO: 2251-
01
ELE
VATIO
N: 240.9
mBH-1
CO
MPLETIO
N
DEPT
H: 7.7
m
CO
MPLETE: 07/20/76
LO
GG
ED
BY: LP
RE
VIE
WE
D
BY: JU
& TS
Fig.
No: P
AG
E 17
5Page 1 of
100/02/10 09:4
0A
M (CIVIL10)
240.0
239.0
238.0
237.0
236.0
235.0
234.0
233.0
232.0
231.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
SOIL SYMBOL
S-1
P-2
T-334
S-3
T-335
T-336
T-337
S-4
5 6
200
67
114
136
56
56
93
164
134
54
18
NO
RE
CO
VE
RY
CO
RE
Culvert
of
|
A
Road
way
of |
( )
( )
( )
SA
MPLE
DET
AIL "A"
NO
TES:
PL
AN
Scale 1 : ( )
LO
C:6.4
mN.
& 3.5
mE.of
CL of
Ex.C
onc.C
ulv
N. of
NE1/
4 SE
C.2, T
WP.13,
RG
E.7
E
PT
H 44,
BA
CH
MA
N
DR
AIN,
RM
BR
OKE
NHE
AD
DRIL
L - 6" H
OLL
OW
STE
M P
OW
ER
AU
GE
R
WATE
R LE
VEL -
BO
RE
HO
LE
NO:
PR
OJE
CT
NO: 2251-
01
ELE
VATIO
N: 240.9
mBH-1
CO
MPLETIO
N
DEPT
H: 7.7
m
CO
MPLETE: 07/20/76
LO
GG
ED
BY: LP
RE
VIE
WE
D
BY: JU
& TS
Fig.
No: P
AG
E 17
5Page 1 of
100/02/10 09:4
0A
M (CIVIL10)
240.0
239.0
238.0
237.0
236.0
235.0
234.0
233.0
232.0
231.0ELEVATION(m)
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
DEPTH(m)
SOIL SYMBOL
USC
SAMPLE TYPE
SAMPLE NO
GW
CI
CI
S-1
P-2
CH
T-334
S-3
T-335
T-336
CI
T-337
ML
S-4
RD. FIL
L - G
RA
VEL,
well graded
with sand
Elev.2
40.3
m
RD. FIL
L - C
LA
Y,
med. plastic, silt
y,
bro
wnish
Elev.2
39.7
m
CL
AY,
med. plastic, silt
y, tr. organic
fibres, tr. lig
ht
bro
wn C
L lenses, tr.
sulphates, firm, dk. bro
wn
1.8
m - 2.4
m, nu
m. layers
& lenses of sand
& silt, pkt. o
xidized sand, lig
ht
bro
wn
Elev.2
38.5
m
CL
AY, high plastic, silt
y, tr. sulphates
2.4
m - 2.7
m, firm, greyish bro
wn, tr.
organic fibres, so
me lenses
& layers white
sand
2.7
m - 5.7
m, firm, dk. bro
wn
3.0
m - 3.5
m, tr.
mottled layers grayish
white sand
& silt
3.6
m - 4.1
m,
with C
L pkts.
4.5
m - 5.0
m, nu
m. lig
ht
bro
wn silt p
kts.
&
so
me sand pkts.
Elev.2
35.2
m
TIL
L - C
LA
Y,
med. plastic, silt
y, so
me
gravel, sandy, tr. sulphates, silt p
kts.,
firm, grey
Elev.2
33.7
m
TIL
L - SIL
T, lo
w plastic, so
me gravel,
sandy, tr. sulphates, hard, grey
Elev.2
33.2
m
EN
D
OF TEST
HO
LE
AT
D=7.7
m
Water entered Testh
ole at
D=7.5
m
At
D=7.5
m,
N>200
20
40
60
80
PL
ASTIC
M.C.
LIQ
UID
100
200
300
400
PO
CKET PE
NET
RO
METE
R, kPa
SPT(N)
5 6
200
Qu,kPa
67
114
136
56
56
93
164
134
"in-situ" vane,kPa
54
remoulded vane,kPa
18
SA
MPLE T
YPE
SHELB
Y
TU
BE
DIS
TU
RBE
DSPT
A-C
ASIN
GN
O
RE
CO
VE
RY
CO
RE
Surfa
ce
A
A
( )
( )
( )
( )
( )
( )
( )
( )
( )
( )
( )
( )
( )
( )
LO
NGIT
UDIN
AL SE
CTIO
N
A-A
FL
OW
or
WEST
NO
RT
H
or E
AST
SO
UT
H
Sta. ( )
+ ( ) m
( )
( )
CR
OSS-SE
CTIO
N
Normal t
o | of culvert
( )
( )
( )
( )
( )
( )
NO
TES - re Boring Logs
RIP
RAP
DET
AIL
S
OV
ERL
APPIN
G
DET
AIL
ED
GE T
RE
AT
ME
NT
TYPICAL LAYOUT
GENERAL ELEVATION
2.3.1
Infrastr
ucture and Transportation
Manitoba
All dim
ensio
ns sho
wn are perpendicular to | of road
way
Water
Manage
ment & Str
uctures 4. Elevations on boring lo
gs are at a vertical scale of
1 : 10
0.
3. All stations, elevations, offsets and depths as sho
wn are in
metres.
M.C. -
Moisture Conte
nt
US
C - Unified Soil Classification
SPT(N) - Nu
mber of
blo
ws per 300
mm - Sta
ndard Penetration Test
Qu - Laboratory unconfined co
mpressive strength in kPa
2. T
he follo
wing abbreviations apply to bore hole information:
Manage
ment and Str
uctures Branch locate
d at
6th. floor, 215
Garry Street, Winnipeg.
th
e site.
Contractors
may peruse all availa
ble soil information in th
e
Water,
information
may not
be representative of th
e soil conditio
ns throughout
1. The
Departm
ent
provides lo
g boring information sho
wn on th
e Plans. This
Culvert
of |
April 2014
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
ML
SC-SM
CL
B-68
B-69
437.3
436.1
434.6
426.9
ICE
SILT, low plastic, clayey, very soft, grey
SAND, silty, clayey, grey, stiff
CLAY, low plastic, sandy, trace gravel,
grey, hard
END OF TESTHOLE AT D=10.7m
105
308
63
61
63
Sheet 1 of 1
COMPLETION DEPTH: 10.7 m
COMPLETE: 01/06/66
LOGGED BY: JB
REVIEWED BY: JU
PAGE: 197
20 40 60 80
LIQUID
SOIL S
YM
BO
L
Sta.475+41.6m & 7.6m N. of C.L. of P.T.H. 1
IN SEC. 27, TWP. 10, RGE. 26W
BOREHOLE NO: 01
PROJECT NO: 2537
ELEVATION: 437.6 (m)
ELE
VATIO
N (m
)
"IN-SIT
U"
VA
NE
(kPa)
QU
(kPa)
SPT(N)
SA
MPLE T
YPE
SAMPLE TYPE
SA
MPLE
NO.
NO RECOVERY SHELBY TUBE SPT
RE
MO
UL
DE
D
VA
NE
(kPa)SOIL
DESCRIPTIONDEPT
H (m
)
US
C100 200 300 400
PLASTIC M.C.
POCKET PENETROMETER, kPa
SCALLION CREEK
DRILL - 6" Hollow Stem Power Auger
WATER LEVEL -
0
1
2
3
4
5
6
7
8
9
10
11
12
437
436
435
434
433
432
431
430
429
428
427
426
BO
RE
HO
LE L
OG
DXF 15 2537.G
PJ
MB_
DH
GS.G
DT 11/09/00
Reference to new
structure | and
new roadway |
For R.C box culverts detail bore holes approx. 1.5 m below bottom of granular backfill.
Surface
BORING LOGS
2.3.2
Infrastructure and Tranportation
Manitoba
NOTES - re Boring Logs
WATER MANAGEMENT & STRUCTURES
4. Elevations on boring logs are at a vertical scale of 1:100.
3. All stations, elevations, offsets and depths as shown are in metres.
M.C. - Moisture Content
USC - Unified Soil Classification
SPT(N) - Number of blows per 300 mm - Standard Penetration Test
Qu - Laboratory unconfined compressive strength in kPa
2. The following abbreviations apply to bore hole information:
Management and Structures Branch located at 6th. floor, 215 Garry Street, Winnipeg.
the site. Contractors may peruse all available soil information in the Water,
information may not be representative of the soil conditions throughout
1. The Department provides log boring information shown on the Plans. This
April 2014
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
Water Management and Structures
Infrastructure 2018-11-20 N.J. Revised Note 1 as per MI's Approved Products for geotextile
DETAIL DESCRIPTION DETAIL No.
REVISIONS
DescriptionByRevised Date
DATE DRAWN:
Road
way
of |
2%
DET
AIL "A"
LO
NGIT
UDIN
AL SE
CTIO
N
A-A
75 thick working base
50 thick insulation
300 thick granular backfill
4%
( )
m
Invert elev.
( )
m
Invert
Elev.
or
WEST
NO
RT
H
or E
AST
SO
UT
H
FL
OW
N.T.S.
by oth
ers /
Contractor.
to be approved backfill
material
300 thick). R
emainder (if req'd)
be determined for each site (min.
placed by Culvert
Contractor to
Upper limit of
granular backfill
600
( )
( )
( )
( )
( )
( )
( ) : 1
( ) : 1
as of (D
ATE)
Approx. existing groundlin
e
FL
OW
500
OV
ERL
APPIN
G
DET
AIL
S
oth
erwise
note
d
unless
Typ.
elev. ( )
m
Final pave
ment
300
Geote
xtile
Class (3
50) rip rap
(450) thick
( ) m
( )%
W.L.
( ) m
( )%
W.L.
Culvert
Contractor
to be placed by
Class (3
50) rip rap
(450) thick
Geote
xtile
RIP
RAP
DET
AIL
S
ED
GE T
RE
AT
ME
NT
Geote
xtile
Class (3
50) rip rap
(450) thick
45°
Culvert
Contractor
performed by oth
er th
an
of rip rap
will be
Make a note if placing
NO
TES :
2.3.3LONGITUDINAL SECTION
GENERAL ELEVATIONApril 2014
fr
om th
e
Manitoba Infrastr
ucture's Approved Product
List.
1. All geote
xtile shall b
e
Non-
Woven Geote
xtile,
Class I (
Heavy
Duty)
2.
Geote
xtile shall b
e placed under all rip rap, overlapping 600
mm in direction of flo
w.
All dim
ensio
ns sho
wn are normal to | of road
way
2%
4%
2.3.5
GENERAL ELEVATION
CROSS SECTION
75 thick working base
Granular backfill
50 thick insulation
Insulation Width
Excavation Width
( ) ( )
( ) ( )
( )( )
CROSS SECTION
75 thick working base
Granular backfill
50 thick insulation
( ) ( )
( ) ( )
( )( )
-Use in existing grade
Excavation
3 000
300
300
-Use in new grade
Limit of excavation
Limit of excavation
and rounded up to nearest increment of 2ft. (610) widths.
- Insulation shall project a min. 450 each side of culvert (for frost protection)
- Excavation width at the base shall be a min. 1 000 to 1 500 on each side of box culvert
CROSS SECTION
1:1
6:1
to MB Workplace Health and Safety requirements.
- Excavation thru any existing grade (P.R. or P.T.H.) shall conform
1:1
of (DATE)
groundline as
Approx. existing
1:11:1
1:1
Culvert
of
|
site (min. 300)
to be determined for each
Upper limit of granular backfill
Culvert
of
|
site (min. 300)
to be determined for each
Upper limit of granular backfill
placed by Culvert Contractor.
Granular backfill to be supplied and
placed by Culvert Contractor.
Granular backfill to be supplied and
with last 1 m vertical face.
is reached and then 6:1 for 1 m in height
slopes until 2 m in remaining vertical height
- Vertical face for bottom 1 m with 1:1 side
6:1
1:1
April 2014
1 000
1 000
1 000
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
granular backfill
300 thick compacted
50 thick insulation
75 thick working base
DETAIL "A"
NOTES:
Scale 1 : 1
3. Working base shall be lean mix concrete 75 mm thick.
all joints poly-vinyl taped.
c) Insulation shall be completely enclosed in 6 mil. polyethylene with
with staggered joints.
b) Insulation shall be 50 mm thick extruded polystyrene placed
in DETAIL "A"
headwalls and shall extend vertically behind cut off wall as shown
a) Insulation shall be placed under all working base concrete including
2. Insulation shall be supplied and placed by Culvert Contractor as follows:
1. Granular backfill shall be used within minimum limits as shown on "CROSS SECTION".
April 2014 2.3.6
NOTES, DETAIL "A"
GENERAL ELEVATIONDETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
Proposed cofferdam
Proposed sediment barrier
& limits of construction and access area
Limits of laydown, staging and access areas
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
SITE PLAN
SITE AND EROSION CONTROL DETAILS
(as req’d)
- show roadway centreline and width
- show river/stream centreline
- show right of way limits
- show limits of construction area
- show proposed silt barrier location
- show extent of rip rap
- overlay contour plan if available
- proposed structure outline
Place Plan of site and include the minimum of the following:
Place any revelant notes as it pertains to
the placement of silt barriers and or cofferdams
for the Contractor to follow.
May 2014 2.4.1
SITE PLAN
LEGEND
NOTES
AA
B BCC
(see
Details)
Constr
uction joints
Head
wall
of
|
25 cha
mfer
100 cha
mfer
NO
RT
HS
OUT
H
Fillet
150 x 15
0
( )
( )
( ) ( )
( )
( )
( )
( ) : 1
( ) : 1
( )
( )
( )
( )
( )
Must allo
w tie back slab
reinforcing to proje
ct to
front fa
ce of
head
wall.
EN
D ELE
VATIO
N
rip-rap
Top of
2.5.3
CONCRETE DETAILS
END ELEVATION
outside fa
ce of
head
wall o
nly
Use 19 x 50 form
board on
April 2014
500 belo
w grade
300 above grade
800
min.
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
CROSS SECTION, DETAILS OF CONSTRUCTION JOINTS
CONCRETE DETAILS
Culvert
of
|
constr. joints)
(Betw
een
CROSS SECTION
150
150
90
Construction joint
Construction joints
EXTERIOR WALLS
JOINT AT TOP OF
INTERIOR WALLS
JOINT AT TOP OF
EXTERIOR WALLS
JOINT AT BOTTOM OF
INTERIOR WALLS
JOINT AT BOTTOM OF
DETAILS OF CONSTRUCTION JOINTSScale 1 : 20
( )
( )
( )
( )
( )
( )
( )
( )
( )( )
( ) ( )
( )( ) ( )( )
at tieback slabs
6 layers of reinforcing steel
300 thick min. to accept
Top & bottom slabs must be
(see Details)
Construction joints
form board (tapered sides)
Construction key, use 38 x 89
38 x 89 Key (typical)
150 (typical)
to accommodate concrete placement
All walls to be 300 mm thick min.
April 2014
( )
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures2.5.6
September 2019
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.
Water Management and Structures
Infrastructure
Scale 1 : ( )
PART PLAN "A"
( )
PART PLAN "B"
( )
Bars M
k.Bars M
k.
( )
( )
( )
( )
Bars M
k. ( )
( )
( ) = ( )
( ) spaces @ ( )
Bars Mk. ( )
= ( )
( ) spaces @ ( )
Scale 1 : ( )
Bars M
k. ( )
( )
( )
( )
( )
( )
Bars Mk. ( )
barrel steel
spaced same as
( )
( )
600 approx.
600 approx.
( )
1 500 approx.
D
D
( )
DETAILS PART PLAN A & B SLAB REINFORCING
2.6.4
...\(s) headwall reinforcing.dgn 2009-12-10 1:53:19 PM