Post on 13-Aug-2020
-0.5
0%
0.60%
-1
.0
0
%
0.4
8%
-0
.9
0
%
0.4
3%
0+033.090
EL=231.995
0+
054.600
EL=
231.965
0+
073.000
EL=
232.076
0+
108.000
EL=
231.757
0+
041.021
EL=
232.033
0+
102.520
EL=
231.812
0.60%
-0
.8
5
%
-0
.6
6
%
0+031.800
EL=231.983W
0+073.000
EL=231.944W
0+080.000
EL=231.885W
0+054.600
EL=231.833W
-1
.0
1
%
0+080.000
EL=231.918W
0+105.000
EL=231.666W
0.60%
-0
.6
8
%
-0
.8
6
%
-
1
.2
7
%
0+034.400
EL=231.941E
0+073.000
EL=231.914E
0+054.600
EL=231.803E
0+102.500
EL=231.659E
0+107.200
EL=231.599E
0+105.000
EL=231.616W
0+107.200
EL=231.578W
-
1
.
7
2
%
0.5
0%
0.5
0%
HYDRO 12D
SL
H
Y
D
R
O
2
0
D
H
Y
D
R
O
1
6
D
H
1
6
D
&
S
L
HY
DR
O
16D
HYDRO 16D
HYDRO 12D
HY
DR
O 12D
H
Y
D
R
O
6
D
320B320A
314
317
3
1
1
310
306
3
0
3
300 HP WM
200 WM
300 C
S
DONALD STREET
4
5
0
C
S
3
0
0
H
P
W
M
3
0
0
W
M
100 GAS (ABAND)
3
0
0
G
A
S
(A
B
A
N
D
)
250 WM
3
0
0
W
M
(A
B
A
N
D
)
T
S
T
S
MTS
2
0
0
G
A
S
M
T
S
1
2
D
P
O
R
T
A
G
E
A
V
E
N
U
E
M
T
S
- A
B
A
N
D
S
L
MT
S
MT
S
MT
S
3
7
5
P
V
C
S
R
S
S
L
1
0
0
G
A
S
TERASPAN
MTS - FIBRE
CB-01
CB-02
CP-01
CB-04
NOTE 3
NOTE 3
NOTE 8 TYP
NOTE 11
NOTE 4
NOTE 3
NOTE 5
NOTE 8,9 &16 TYP
NOTE 2
MATCH EXISTING
NOTE 3
NOTE 2
NOTE 5
NOTE 1
NOTE 1
PROPOSED WATERMAIN
BY OTHERS
NOTE 14
NOTE 20 TYP
NOTE 14
NOTE 21 TYP
TREE VAULT CONSTRUCTION
REFER TO DETAIL DWG.
NOTE 19 NOTE 21 TYP
NOTE 7,11& 13
NOTE 14
INSTALL SUBDRAIN ALONG
EAST CURB UP
TO ELLICE AVENUE
NOTE 7,11& 13
NOTE 12 TYP
NOTE 23
2
3
1
.
9
7
0
2
3
2
.
0
0
0
NOTE 22 TYP
BUS
STOP
1
.
3
%
1.2
%
0.5%
2.2
%
2.0
%
1.0
%
2.6%
2.0
%
1.1
0%
3.0%
2.7
%
4%
6.7%
4%
8%
4%
2%
1.5
%
2%
3.7
%
4
%
2
.
0
%
2
.
0
%
2
.
0
%
4%
8%
NOTE 25 TYP
0.6%
0.6%
0.6%
0.6%
0.6%
0+050 0+100
231.578
231.833
231.944
231.803
231.914 231.659
231.599
232.033 231.965 232.076
231.812
231.757
232.040
232.050 232.090
232.126
232.107
231.912
232.040
232.067
232.106
231.809
231.843
231.900
231.958
232.050
232.010
232.040 232.060
231.723
231.820
RIM 231.840
RIM 231.640
CAUTION SHALLOW
MTS DUCT LINE
CAUTION TERASPAN
LIMIT OF
RECONSTRUCTION
NOTE 21 TYP
NOTE 21 TYP
NOTE 8,9 &16 TYP
CB-03
NOTE 7,11& 13
231.616
231.666
231.885
231.918
P
LL
P
2%
- 4
% (
TY
P)
N.T.S.
2%2%
100 CONC.
SIDEWALK
(TYP.)
20.110
3.20±
3.25 3.50
0.30±
230mm PLAIN DOWELLED CONCRETE PAVEMENT
75mm BASE COURSE
150 SUB BASE MATERIAL (MAX. SIZE 50mm)
450mm SUB BASE MATERIAL (MAX. SIZE 150mm)
0.30±
WESTEAST
3.46±
3.35 3.35
12.50
PLACE NON-WOVEN GEOTEXTILE
FABRIC AND GEOGRID AS
REQUIRED
2%
- 4%
(TY
P)
ENGINEER'S SEAL
CONSTRUCTION BY:
ELEV.
B.M.
RELEASED FOR
LOCATION APPROVED
UNDERGROUND STRUCTURES
SUPV. U/G STRUCTURES DATE
COMMITTEE
NOTE:
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.NO. REVISIONS DATE BY
DRAWN
BY
HOR. SCALE:
VERTICAL:
DATE
DESIGNED
BY BY
CHECKED
BY
APPROVED
CONSULTANT DRAWING NO.
SHEET OF
CITY DRAWING NUMBER
S/E PROPERTY LINE
N/W PROPERTY LINE
LEGEND - PROFILEEXISTINGEXISTING EXISTINGPROPOSED PROPOSED PROPOSEDLEGEND - PLAN LEGEND - PLAN
WATERMAIN
HYDRANT
VALVE
LAND DRAINAGE SEWER
WASTEWATER SEWER
MANHOLE
CATCH BASIN
CATCH PIT
GAS
HYDRO
M.T.S.
CONCRETE
ASPHALT
SURVEY BAR
PROPERTY LINE
300mm L.D.S.
250mm W.W.S.
300mm L.D.S.
250mm W.W.S.
ELEVATION
TREE
SIDEWALK RAMP
CONCRETE SIDEWALK
FENCE
150 mm W.M. 150 mm W.M.
C PROFILE
EAST GUTTER
WEST GUTTER
T H E C I T Y O F W I N N I P E G
ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENTWinnipeg
TRAFFIC SIGNAL POLE
STREET LIGHT
PORTAGE AVENUE TO STATION 0+140
PAVEMENT RECONSTRUCTION
DONALD STREET- PORTAGE AVENUE TO NOTRE DAME AVENUE
TLF
PP/PB
TDW
1:250
1:10
CT-03
03 07
AND STREET IMPROVEMENT
DOWNTOWN BIKE LANE SYSTEM
Certificate of Authorization
AECOM Canada Ltd.
No. 4671 Date:_____________
38 - 035
232.286
S.W. Cor. Notre Dame Ave. & Hargrave St., Tblt. in
N. Conc. found. No. 440 Hargrave St., 1m W. &
0.3 m below Tyndall Stone of N.E. Cor. of Bldg.
ISSUED FOR REVIEW TW06/13/2017A
MA
TC
HLIN
E 0+
140
231.000
231.500
3.4
63
.3
53.20
20
.1
1
REFERENCE NOTES
A. PAVEMENT DIMENSIONS ARE TO BACK OF CURB
B. BASELINE IS CENTRELINE OF RIGHT-OF-WAY
C. PROPERTY LINES OBTAINED FROM THE CITY OF WINNIPEG L.B.I.S., AND NO SCALE
FACTOR WAS APPLIED
D. REFER TO AECOM FIELD BOOK NO. 4987
E. REFER TO DWGS CT-05 FOR STREETSCAPING ELEMENTS.
F. CATCH BASIN CONNECTIONS TO SEWER DESIGNED TO MAINTAIN
CONSTRUCTION NOTES
1. REMOVE EXISTING PAVEMENT INCLUDING CONCRETE STREETCAR BEDDING, RAILS AND
WOOD TIES, AND CONSTRUCT NEW 230mm PLAIN DOWELLED CONCRETE PAVEMENT c/w
180mm BARRIER CURB (SEPARATE)
2. CONSTRUCT NEW 200mm REINFORCED CONCRETE PAVEMENT
3. REMOVE EXISTING CONCRETE SIDEWALK/PAVER STONE SIDEWALK AND
CONSTRUCT NEW 100mm SIDEWALK c/w PAVING STONE BAND (REFER TO DETAIL 4, CT-07)
CONTRACTOR TO SAW CUT AT PROPERTY LINE FULL LENGTH OF PROJECT
4. INSTALL NEW CURB AND GUTTER INLET c/w CATCHBASIN (SD024) . CONNECT NEW 250mm
LEAD TO EXISTING LEAD, EXISTING COMBINED SEWER /MANHOLE OR STORM RELIEF
SEWER
5. REMOVE EXISTING CATCHBASIN AND INSTALL NEW CURB AND GUTTER INLET c/w
CATCHBASIN (SD-024/SD-025). CONNECT NEW 250mm LEAD TO EXISTING LEAD, EXISTNG
COMBINED SEWER / MANHOLE OR STORM RELIEF SEWER
6. REMOVE EXISTING CATCHBASIN AND ABANDON EXISTING LEAD
7. REMOVE EXISTING FRAME AND COVER AND INSTALL NEW FRAME AND
SOLID COVER (AP-006 & AP-007)
8. CONSTRUCT NEW MONOLITHIC CURB RAMP (10mm HT. INTEGRAL)
9. CONSTRUCT NEW MODIFIED BARRIER CURB (180mm HT. INTEGRAL) AS PER SD-203B AT
ALL STREET/LANE INTERSECTION RADII
10. REMOVE EXISTING CURB AND GUTTER INLET AND LEAD
11. ADJUST EXISTING CATCHBASIN/MANHOLE FRAME AND COVER
12. ADJUST EXISTING WATERMAIN VALVE BOX TO GRADE
13. INSTALL NEW 50mm CAST IRON RISER RING
14. INSTALL 150mm SUBDRAIN 12m ON EACH SIDE OF CATCHBASIN UNLESS OTHERWISE
NOTED
15. ADJUST EXISTING CURB STOP TO GRADE
16. INSTALL NEW DETECTABLE SURFACE WARNING TILES
17. PLACE ASPHALT PAVEMENT (TYPE 1A)
18. EXISTING TRAFFIC SIGNALS POLE TO BE RELOCATED (BY OTHERS)
19. EXISTING STREET LIGHT POLE TO BE RELOCATED (BY OTHERS)
20. INSTALL FLOW RESTRICTOR PIPE 200mm PVC SDR 35 CENTER RESTRICTOR PIPE
IN CB LEAD (SD-122)
21. ADJUST MANITOBA HYDRO/ MTS MANHOLES (BY OTHERS)
22. INSULATE WATER SERVICES UNDER ROADWAY EXCAVATION AS PER (SD-18)
23. REMOVE EXISTING CATCHPIT. INSTALL NEW CURB AND GUTTER INLET c/w CATCH PIT
(SD-023) AND CONNECT NEW 250mm LEAD TO NEW CATCH BASIN
24. REMOVE PAVEMENT AS REQUIRED AND PLACE ASPHALT PATCH
25. REMOVE/STORE/REINSTALL EXISTING PRECAST TREE VAULT COVERS AND PROTECT
EXISTING TREE VAULT COVERS AND PROTECT EXISTING TREE VAULT DURING
CONSTRUCTION.
232.000
232.500
233.000
231.000
231.500
232.000
232.500
233.000
0+
10
0
0+
50
NORTH SOUTH
231.803
CB-01(EX.)
DESCRIPTION
CB & CP TABLE
INVERT
EAST WEST
RIM
ELEV.
231.833
CB-02
CB-03
CB-04
FINDLAY
N
I
P
R
N
V
O
I
C
E
MF
O
A
B
A
O
T
RE
G
SI
T
E
R
E
D
P
R
O
FES
S
IO
N
A
L
E
N
G
I
N
EE
R
Member
23820
T.L.
231.603
231.599
3.50
3.3
53
.2
5
P-3488-03
PRE-CONSTRUCTION CAPACITY BY CATCH BASIN LEAD RESTRICTION AS
INDICATED ON THE DRAWINGS. ADDITIONAL OR MODIFIED CONNECTIONS TO
THE SEWER SYSTEM BEYOND THOSE INDICATED ON THE DRAWINGS REQUIRE
REVIEW AND WRITTEN APPROVAL BY THE CONTRACT ADMINISTRATOR.
230.203
230.003
229.999
CP-01 231.578 230.578
230.528
CONNECTION LEAD
EX. LEAD
1.5m DRAIN CONN. PIPE
NEW CB
4.2m 250Ø @2% MIN.300 CS
SEWER INV.
EX. LEAD
228.39 +/-
0+
33.09 R
EC
ON
ST
RU
CT
IO
N
LIM
IT
ISSUED FOR TENDER TLF06/23/2017B
KWR