S794 ELEVATION - LOOKING NORTH
1:50
2500
11000
5500
C
L
OF
AR
M
DODECAGONAL ARM
350 A/F TO 125 A/F
C
L
OF
SHAFT & PILE
8-38 DIA. ANCHOR
BOLTS ON 475 BCD
762 DIA. CONCRETE
PILE FOUNDATION
±7
5
75
ROADWAY
GUTTER ELEV: 233.431
TOP OF MEDIAN
ELEV: 233.992
TOP OF PILE
ELEV: 234.067
75
3750
914 x 914
SIGN PLATE
C
L
OF
SIGN PANEL
C
L
OF
LANE
750 4000 40003500
C
L
OF
LANE
C
L
OF
LANE
5626
C
L
OF
SIGN PANEL
914 x 914
SIGN PLATE
2.0%
DODECAGONAL SHAFT 350 A/F
4000
914 x 914
SIGN PLATE
SAFETY MEDIAN
(SD-226B)
GUTTER ELEV: 233.662
GUTTER ELEV: 233.662
AXIS PARALLEL
TO CANTILEVER
ARM
8-38 DIA. ANCHOR BOLTS
ON 475 BOLT CIRCLE
DIAMETER (BCD)
AXIS PARALLEL
TO CURB
4
5
°
ANCHOR BOLTS LAYOUT
1:20
C
A
B D
ANCHOR BOLT ASSEMBLY TEMPLATE
1:20
C
A
B D
C
A
B D
4
5
°
R 187
R 275
10 THICK x 475 DIA.
ASSEMBLY PLATE
8-40 DIA. HOLES ON 475 BCD.
SEE ANCHOR BOLTS LAYOUT
7
5
C
L
E
A
R
C
O
V
E
R
8-20M VERT. BARS
15M TIES
762 DIA. CONC. PILE
B
8-38 DIA. ANCHOR BOLTS
ON 475 BCD C/W 4 NUTS &
2 PLATE WASHERS. SEE
ANCHOR BOLTS LAYOUT
A
- -
SECTION
SCALE: 1:20
CONCRETE PILE FOUNDATION DETAIL FOR S794
1:20
8-20M VERTICAL BARS
762 DIA. CONCRETE PILE
FOUNDATION
8-38 DIA. GALV. ANCHOR BOLTS
C/W 4 NUTS & 2 PLATE WASHERS
15M TIES @ 200 O.C.
FULL LENGTH OF ANCHOR BOLTS
C
L
OF
CONC. PILE
7500 P
ILE
LE
NG
TH
75 CLEAR COVER ON TIES
15M TIES @ 300 O.C.
BELOW ANCHOR BOLTS
CONCRETE MEDIAN
38 P
RO
JE
CT
IO
N A
BO
VE
TO
P N
UT
(M
IN
IM
UM
)
240 B
OLT
P
RO
JE
CT
IO
N
AB
OV
E P
ILE
ANCHOR BOLT ASSEMBLY
TEMPLATE (10 THICK)
ANCHOR BOLT ASSEMBLY TEMPLATE
(10 THICK) TO BE REMOVED PRIOR TO
ERECTION OF THE SIGN STRUCTURE
25 CHAMFER (TYP.)
75
A
--
PILE ISOLATION,
SEE DETAIL 1
75 C
OV
ER
100 C
OV
ER
PILE CONSTRUCTION NOTES
1. REINFORCING STEEL
·CSA G30.18 GR. 400W
·VERTICAL BARS FULL LENGTH OF PILE
·HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A767
2. ANCHOR BOLTS
·ASTM F1554 GR.55 (380 MPa)
·8-38 DIA. ANCHOR BOLTS 2.0m LONG
·EACH BOLT C/W 4 NUTS & 2 PLATE WASHERS (SEE PLATE WASHER
DETAIL FOR MK. 14)
·TOP 300 THREADED UNC CLASS 2A
·BOTTOM 100 THREADED UNC CLASS 2A
·HOT DIP GALVANIZED FULL LENGTH, IN ACCORDANCE WITH ASTM
A153 CLASS C
·B.C.D. = BOLT CIRCLE DIAMETER TO CENTRE OF BOLT GROUP
·ANCHOR BOLTS SHALL BE ALIGNED WITH TEMPORARY STEEL
TEMPLATES. PLACEMENT OF ANCHOR BOLTS AND CONCRETE
WITHOUT THE TEMPLATES WILL NOT BE PERMITTED.
·CONTRACTOR SHALL REMOVE THE TOP ANCHOR BOLT SETTING
TEMPLATE, NUTS AND FORM, FOLLOWING A MINIMUM 24 HOUR
CONCRETE CURING PERIOD.
·FOLLOWING INSTALLATION OF THE STEEL STRUCTURE, TIGHTEN
THE LOWER LEVELING NUTS AND UPPER ANCHOR NUTS TO A
SNUG-TIGHT CONDITION, FOLLOWED BY 1/3 NUT ROTATION
(+20°/-0°) OF THE UPPER ANCHOR NUTS.
·ANCHOR BOLTS SHALL BE TIGHTENED USING A STAR PATTERN
TIGHTENING SEQUENCE.
3. FORM TOP OF PILE WITH A TUBULAR FORM (SONOTUBE):
·1m FOR DRILLED SHAFTS
·1.5m FOR HYDRO-EXCAVATED SHAFTS
4. CONCRETE MIX DESIGN
PROPORTIONING OF FINE AGGREGATE, COARSE AGGREGATE, CEMENT,
WATER, AND AIR ENTRAINING AGENT SHALL BE SUCH AS YIELD
CONCRETE HAVING THE REQUIRED STRENGTH AND WORKABILITY AS
FOLLOWS:
i) CLASS OF EXPOSURE: F-1 AND S-1
ii) MINIMUM COMPRESSIVE STRENGTH AT 56 DAYS = 35 MPa
iii) MAXIMUM WATER/CEMENT RATIO = 0.40
iv) AIR CONTENT: CATEGORY 1 PER TABLE 4 OF CSA A23.1-14 (5-8%)
v) TYPE HS, HSb OR HSe CEMENT IN ACCORDANCE WITH CSA A23.1-14
1
8
4
6
2
7
3
5
1%1%
C
L
OF
PILE & SHAFT
38
MA
X
38
MIN
1
2
" - 18F STAINLESS STEEL RODENT SCREEN
FASTENED WITH SELF-TAPPING SCREWS.
SEE SPECIFICATIONS FOR DETAILS.
PILE TOP DETAIL
1:10
#8 -
1
2
" LONG SS SELF-TAPPING SCREW
C/W SS WASHER AT 200 O/C, FULL
CIRCUMFERENCE OF BASE PLATE
#8 -
5
8
" LONG SS SELF-TAPPING SCREW
C/W SS NUT, 2 FLAT SS WASHERS,
AND SS LOCK WASHER AT BOTTOM
OF RODENT SCREEN SPLICE LAP
±75
OHSS No. 794
CONCRETE PILE P5
FU
TU
RE
D
AW
SO
N R
OA
D S
OU
TH
NO
RT
HB
OU
ND
LA
NE
S
FU
TU
RE
D
AW
SO
N R
OA
D S
OU
TH
SO
UT
HB
OU
ND
LA
NE
S
32
.5
75
FERMOR AVENUE EB
FERMOR AVENUE WB
SITE LOCATION
FU
TU
RE
D
AW
SO
N
RO
AD
S
OU
TH
12
EMSEAL
12mm BEJS
FLEXCELL
TOP OF PROPOSED
CONCRETE MEDIAN
762 DIA. CONCRETE PILE
40
5
DETAIL 1 - PILE ISOLATION
1:2
CONCRETE
MEDIAN
WHOLE NUMBERS INDICATE MILLIMETRES
DECIMALIZED NUMBERS INDICATE METRES
METRIC
AS SHOWN
AS SHOWN
561804191-56-Fermor-OH-07.dwg
56
GQW
AH
TN
BAP
P:\2
01
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80
41
91
00
-2
01
92
02
0 R
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io
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en
ew
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erm
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9. C
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7. S
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41
91
-5
6-F
erm
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7.d
wg
L
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ave
d: 3
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8/2
01
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:2
7 P
M b
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pp
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d: 3
/2
2/2
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ep
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IS
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1 - 5
94
mm
x 8
41
mm
P-3501-56
Certificate of Authorization
MORRISON HERSHFIELD
No. 1736
ENGINEERS
GEOSCIENTISTS
MANITOBA
N/A
DESIGNED
DRAWN
CHECKED
APPROVED
RELEASED FOR CONSTRUCTION
GBM 55-015
ELEV 233.170
HOR SCALE
VERT SCALE
DATE DATE
PROFESSIONAL'S SEAL
DRAWING No.
SHEET OF
CONSULTANT FILE NAME
BY
BY
BY
BY
LOCATION OF UNDERGROUND STRUCTURES
AS SHOWN ARE BASED ON THE BEST
INFORMATION AVAILABLE BUT NO
GUARANTEE IS GIVEN THAT ALL EXISTING
UTILITIES ARE SHOWN OR THAT THE GIVEN
LOCATIONS ARE EXACT. CONFIRMATION OF
EXISTENCE AND EXACT LOCATION OF ALL
SERVICES MUST BE OBTAINED FROM THE
INDIVIDUAL UTILITIES BEFORE PROCEEDING
WITH CONSTRUCTION.
NOTE:
SUPR. U/G STRUCTURES
COMMITTEE
LOCATION APPROVED
UNDERGROUND STRUCTURES
DATE
BYREVISIONS YY/MM/DDNo.
TENDER No.8-2019
THE CITY OF WINNIPEG
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
CITY DRAWING NUMBER
Winnipeg2019/2020 REGIONAL STREET RENEWAL PROGRAM
FERMOR AVENUE
FROM LAGIMODIERE BOULEVARD
TO PLESSIS ROAD (CITY BOUNDARY)
19/02/15
-
N/A
63
A N/A -
E
G
E
N
G
P
R
E
D
IS
T
E
A
L
SS
R
EF
O
O
N
I
I
N
O
B
A
A
OF
M
E
C
N
P
RE
I
O
V
R
N
T
I
RE
WEI
G.Q.
Member
38723
BAPB ISSUED FOR CLIENT REVIEW 19/02/15
BAPC ISSUED FOR TENDER 19/03/22
SITE PLAN
SCALE 1:250
KEY PLAN
SCALE 1:1000
CENTRE OF PILE LAYOUT TABLE
STRUCTURE STATION
O/S (m)
NORTHING EASTING
S794 (P5) 17+14.499 48.282 (RIGHT) 9907.1513 10486.3763
(PR-FERMOR-SOUTH MEDIAN EDGE CONTROL LINE)
OVERHEAD SIGN STRUCTURE
S794 DAWSON ROAD NB, SOUTH OF FERMOR
GENERAL ARRANGEMENT & FABRICATION DETAILS
Recommended
