CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT ...CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT (NO...
Transcript of CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT ...CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT (NO...
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CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT
(NO SKEW)
INDEX ISSUE
TITLE DETAIL DESCRIPTION DETAIL No. DATE
GENERAL LEGEND 1.1.1 NOV, 2007 ABBREVIATIONS 1.1.2 NOV, 2007
COVER SHEET TYPICAL LAYOUT 1.2.1 OCT, 2019 DESIGN DATA 1.2.2 OCT, 2019 LEGEND 1.2.3 SEPT, 2019 SURVEY CONTROL 1.2.4 SEPT, 2019
GENERAL ELEVATION TYPICAL LAYOUT 1.3.1 APRIL, 2014 BORING LOG 1.3.2 APRIL, 2014 LONGITUDINAL SECTION 1.3.3 NOV, 2018 PLAN 1.3.4 NOV, 2007 CROSS SECTION 1.3.5 APRIL, 2014 NOTES, DETAIL “A” 1.3.6 APRIL, 2014 TITLE BOX 1.3.7 NOV, 2007
EROSION CONTROL SITE PLAN 1.4.1 SEPT, 2019
CONCRETE DETAILS TYPICAL LAYOUT 1.5.1 NOV, 2007 SIDE ELEVATION 1.5.2 NOV, 2007 END ELEVATION 1.5.3 APRIL, 2014 SECTION A-A 1.5.4 NOV, 2007 SECTION B-B & C-C 1.5.5 NOV, 2007 CROSS SECTION, DETAILS OF CONSTRUCTION JOINTS 1.5.6 APRIL, 2014 NOTES, POURING SCHEDULE 1.5.7 NOV, 2007
SLAB REINFORCING TYPICAL LAYOUT 1.6.1 NOV, 2007 DETAILS PLAN 1.6.2 NOV, 2007
PLAN 1.6.3 NOV, 2007 PLAN OF TIEBACK SLAB 1.6.4 SEPT, 2019 SECTION D-D 1.6.5 NOV, 2007
WALL REINFORCING TYPICAL LAYOUT 1.7.1 NOV, 2007 DETAILS ELEVATION 1.7.2 NOV, 2007
ELEVATION 1.7.3 NOV, 2007 ELEVATION 1.7.4 NOV, 2007 SECTION E-E & F-F 1.7.5 NOV, 2007
HEADWALL REINFORCING TYPICAL LAYOUT 1.8.1 NOV, 2007 DETAILS ELEVATION 1.8.2 NOV, 2007
ELEVATION 1.8.3 NOV, 2007 SECTION H-H 1.8.4 NOV, 2007 SECTION G-G 1.8.5 NOV, 2007 BILL OF REINFORCING STEEL 1.8.6 NOV, 2007
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SHEET LEGEND
1.2.3
LEGENDCOVER SHEET
SIDE SLOPES
ROADWAY WIDTH WITH SHOULDERS &
R.M. OF
BOX CULVERT
REINFORCED CONCRETETriple
Double or
Single
x
OUT TO OUT OF HEADWALLS
LOCATION
ROADWAY WIDTH
LENGTH
TYPE
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
September 2019
REINFORCING DETAILS
HEADWALL REINFORCING DETAILS
WALL REINFORCING DETAILS
SLAB REINFORCING DETAILS
CONCRETE DETAILS
SITE AND EROSION CONTROL PLAN
GENERAL ELEVATION
COVER SHEET
8.
7.
6.
5.
4.
3.
2.
1.
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.
Water Management and Structures
Infrastructure
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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 1.2.4
SURVEY CONTROLCOVER SHEET
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
-
April 2014
LOC:6.4mN. & 3.5mE.of CL of Ex.Conc.Culv
N. of NE1/4 SEC.2, TWP.13, RGE.7E
PTH 44, BACHMAN DRAIN, RM BROKENHEAD
DRILL - 6" HOLLOW STEM POWER AUGER
WATER LEVEL -
BOREHOLE NO:
PROJECT NO: 2251-01
ELEVATION: 240.9 m
BH-1
COMPLETION DEPTH: 7.7 m
COMPLETE: 07/20/76
LOGGED BY: LP
REVIEWED BY: JU & TS
Fig. No: PAGE 175 Page 1 of 100/02/10 09:40AM (CIVIL10)
240.0
239.0
238.0
237.0
236.0
235.0
234.0
233.0
232.0
231.0
ELE
VATIO
N(m
)
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
DEPT
H(m
)
SOIL S
YM
BO
L
US
C
SA
MPLE T
YPE
SA
MPLE
NO
GW
CI
CI S-1
P-2
CH
T-334
S-3
T-335
T-336
CI
T-337
ML
S-4
RD. FILL - GRAVEL, well graded with sand
Elev.240.3m
RD. FILL - CLAY, med. plastic, silty,
brownish
Elev.239.7m
CLAY, med. plastic, silty, tr. organic
fibres, tr. light brown CL lenses, tr.
sulphates, firm, dk. brown
1.8m - 2.4m, num. layers & lenses of sand
& silt, pkt. oxidized sand, light brown
Elev.238.5m
CLAY, high plastic, silty, tr. sulphates
2.4m - 2.7m, firm, greyish brown, tr.
organic fibres, some lenses & layers white
sand
2.7m - 5.7m, firm, dk. brown
3.0m - 3.5m, tr. mottled layers grayish
white sand & silt
3.6m - 4.1m, with CL pkts.
4.5m - 5.0m, num. light brown silt pkts. &
some sand pkts.
Elev.235.2m
TILL - CLAY, med. plastic, silty, some
gravel, sandy, tr. sulphates, silt pkts.,
firm, grey
Elev.233.7m
TILL - SILT, low plastic, some gravel,
sandy, tr. sulphates, hard, grey
Elev.233.2m
END OF TESTHOLE AT D=7.7m
Water entered Testhole at D=7.5m
At D=7.5m, N>200
SOIL
DESCRIPTION20 40 60 80
PLASTIC M.C. LIQUID
100 200 300 400
POCKET PENETROMETER, kPa
SPT(N)
5
6
200
Qu,k
Pa
67
114
136
56
56
93
164
134
"in-situ" vane,k
Pa
54
re
moulded vane,k
Pa
18
SAMPLE TYPE SHELBY TUBE DISTURBED SPT A-CASING NO RECOVERY CORE
Surface
LONGITUDINAL SECTION
PLANDETAIL ’A’
CROSS SECTION
or WEST
NORTH
or EAST
SOUTH
BORING LOGS
( )( )
( )( )( )( )
( )
( )
( )
( ) ( )
( )( )
( )
( ) ( )
( )
( )( )( )( )
( )( )
( )
( )
NOTES - re Boring Logs
EDGE TREATMENT
RIP RAP DETAILS
FLOW
OVERLAPPING DETAILS
1.3.1
TYPICAL LAYOUT
GENERAL ELEVATION
Infrastructure and TransportationManitoba
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
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
-
April 2014
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.
NOTES - re Boring Logs
Surface
Infrastructure and TransportationManitoba
1.3.2
BORING LOG
GENERAL ELEVATION
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
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
-
April 2014
Water Management and Structures
Infrastructure
RIP
RAP
DET
AIL
S
500
300
45°
NO
TES :
Geote
xtile
2.
Geote
xtile shall b
e placed under all rip rap, overlapping 600
mm in direction of flo
w.
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)
Class (3
50) rip rap
(450) thick
( )
75 thick working base
50 thick insulation
300 thick granular backfill
LO
NGIT
UDIN
AL SE
CTIO
N
Existing groundlin
e as of (D
ATE)
or E
AST
S
OUT
H
or
WEST
N
ORT
H
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
( )
( )
( )
( )
( )
FL
OW
2%
4%
2%
4%
Road
way
Proposed
of
|
( ) m
Invert
Elev.
( ) m
Invert
Elev.
FL
OW
600
N.T.S.
DET
AIL 'A'
:1
:1
oth
erwise
unless note
d
Typ.
Elev. ( ) m
Final pave
ment
OV
ERL
APPIN
G
DET
AIL
S
( )
( )
Geote
xtile
Geote
xtile
ED
GE T
RE
AT
ME
NT
Culvert
Contractor
performed by oth
er th
an
of rip-rap
will b
e
Make a note if placing
1.3.3LONGITUDINAL SECTION
GENERAL ELEVATION
(date)
HW
L ( ) m
Class (3
50) rip-rap
(450) thick
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:
-
April 2014
1:11:1
1:1
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
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
1.3.5
GENERAL ELEVATION
CROSS SECTION
1 000
1 000
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
1 000
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
6:1
1:1
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
-
April 2014
granular backfill
300 thick compacted
50 thick insulation
75 thick working base
Scale 1 : 20
DETAIL "A"
NOTES:
50 thick insulation
75 thick working base
Scale 1 : 20
DETAIL "A"
NOTES:
1.3.6
NOTES, DETAIL "A"
GENERAL ELEVATION
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".
DETAIL 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 1.4.1
SITE PLAN
LEGEND
NOTES
-
AA
B BCC
EN
D ELE
VATIO
N
( )
( )
( )( )( )
( )
( )
( )
( )
Head
wall
of
|
(see
Details)
Constr
uction joints
head
wall
front fa
ce of
to proje
ct to
back slab reinf.
Must allo
w tie
100 cha
mfer
25 cha
mfer
Round corners
: 1
: 1
( )
( )
( )
Class (3
50) rip-rap
(450) thick
1.5.3
END ELEVATION
CONCRETE DETAILS
500 belo
w grade
300 above grade
800
min.
face of
head
wall only
board on outside
Use 19 x 50 form
April 2014
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
-
Culvert
of
|
constr. joints)
(Betw
een150 (Typical)
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 JOINTS
( )
( )
( )
( )
( )
( )
( )
( )
( )( )
( ) ( )
( )( ) ( )( )
at tieback slabs
6 layers of reinforcing steel
300 thick min. to accept
Top & bottom slabs must be
(see Details)
Construction joints
Scale 1 : 2
1.5.6
CROSS SECTION, DETAILS OF CONSTRUCTION JOINTS
CONCRETE DETAILS
38 x 89 Key (typical)
form board (tapered sides)
Construction key, use 38 x 89
( )
April 2014
to accommodate concrete placement
All walls to be 300 mm thick min.
DETAIL DESCRIPTION
LOCATION
SITE No. DATE
DETAIL No.Infrastructure and Transportation
Water Management and Structures
-
...\headwall reinforcing.dgn 2009-12-10 1:35:00 PM
-
rc box details 100 INDEX 2004 ISSUETITLE DETAIL DESCRIPTION DETAIL No. DATE GENERAL LEGEND 1.1.1 NOV, 2007ABBREVIATIONS 1.1.2 NOV, 2007COVER SHEET TYPICAL LAYOUT 1.2.1 NOV, 2007DESIGN DATA 1.2.2 NOV, 2007LEGEND 1.2.3 NOV, 2007GENERAL ELEVATION TYPICAL LAYOUT 1.3.1 NOV, 2007BORING LOG 1.3.2 NOV, 2007LONGITUDINAL SECTION 1.3.3 NOV, 2007PLAN 1.3.4 NOV, 2007CROSS SECTION 1.3.5 NOV, 2007NOTES, DETAIL “A” 1.3.6 NOV, 2007TITLE BOX 1.3.7 NOV, 2007EROSION CONTROL TYPICAL LAYOUT 1.4. NOV, 2007CONCRETE DETAILS TYPICAL LAYOUT 1.5.1 NOV, 2007SIDE ELEVATION 1.5.2 NOV, 2007END ELEVATION 1.5.3 NOV, 2007 SECTION A-A 1.5.4 NOV, 2007SECTION B-B & C-C 1.5.5 NOV, 2007CROSS SECTION, DETAILS OF CONSTRUCTION JOINTS 1.5.6 NOV, 2007NOTES, POURING SCHEDULE 1.5.7 NOV, 2007SLAB REINFORCING TYPICAL LAYOUT 1.6.1 NOV, 2007DETAILS PLAN 1.6.2 NOV, 2007PLAN 1.6.3 NOV, 2007PLAN OF TIEBACK SLAB 1.6.4 NOV, 2007SECTION D-D 1.6.5 NOV, 2007
rc box details 111 Legendrc box details 112 Abbreviationsrc box details 121 Cover sheet layoutrc box details 122 Design datarc box details 123 Legendrc box details 124 survey controlrc box details 131 typical layoutrc box details 132 boring logrc box details 133 longitudinal sectionrc box details 134 planrc box details 135 cross section detailsrc box details 136 notes detailsrc box details 137 title boxrc box details 141_Site planrc box details 151 typical layoutrc box details 152 side elevationrc box details 153 end elevationrc box details 154 section aarc box details 155 section bb ccrc box details 156 cross section details construction jointsrc box details 157 notes pouring schedulerc box details 161 detailsrc box details 162 details planrc box details 163 planrc box details 164 detail plan of tieback slabrc box details 165 details section ddrc box details 171 reinforcing detailsrc box details 172 elevation detailsrc box details 174 elevation detailsrc box details 175 details section ee and ffrc box details 181 typical layoutrc box details 182 elevationrc box details 183 elevationrc box details 184 details section hhrc box details 185 details section ggrc box details 186 bill of reinforcing steel