WHOLE NUMBERS INDICATE MILLIMETRES
DECIMALIZED NUMBERS INDICATE METRES
METRIC
7W160034-7-Empress-Rehab-PP-7.dwg
7 14
WRJ
DID
RPB
BWB
-
-
18/03/09
RPBISSUED FOR CLIENT REVIEWA 18/01/31
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94
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x 8
41
mm
E
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P
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E
D
IS
T
E
A
L
SS
R
EF
O
O
N
I
I
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OF
M
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BRUCE
R.P.
P-3494-7
DESIGNED
DRAWN
CHECKED
APPROVED
RELEASED FOR CONSTRUCTION
BM
ELEV
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.
BID OPPORTUNITY No. 38-2018
THE CITY OF WINNIPEG
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
CITY DRAWING NUMBER
REV
2018 REGIONAL STREET REHABILITATION
EMPRESS STREET
PORTAGE AVENUE TO JACK BLICK AVENUE;
WESTWAY AND EASTWAY
LEGEND - PLANEXISTING NEW LEGEND - PLANEXISTING NEW LEGEND - PLANEXISTING NEW
WATER MAIN
LAND DRAINAGE SEWER
SANITARY/COMBINED SEWER
MANHOLE
CATCH BASIN / CATCH PIT
CURB INLET WITH BOXHYDRO / CABINET
MTS / PEDESTAL
GAS
SURVEY BAR
FENCE
TREECATV / FIBRE OPTIC
TRAFFIC SIGNALS / PIT
CB LEAD / SSP / DCP
SUBDRAIN
DITCH
PROPERTY LINE
BOC / EDGE OF PAVEMENT
TEST HOLE
TH-12
ELEVATION
TRAFFIC SIGN
33.000
CONCRETE PAVEMENT
CONC SIDEWALK / MEDIAN
ASPHALT PAVEMENT
PAVING STONE
GRAVEL
PLANING / REMOVAL
RAMP CURB
33.333
Winnipeg
Certificate of Authorization
MORRISON HERSHFIELD
No. 1736
ENGINEERS
GEOSCIENTISTS
MANITOBA
1:250
1:10
HORIZONTAL AND VERTICAL ALIGNMENT
STA 0+150 TO STA 0+280
Section
Taken Shown
SECTION LEGEND
Section Letter
MA
TC
H L
IN
E - S
TA
0
+2
80
D
WG
. N
o. 8
CHAINAGE ALONG
WEST GUTTER LINE
MA
TC
H L
IN
E - S
TA
0
+1
50
D
WG
. N
o. 6
EMPRESS STREETRPB18/03/09ISSUED FOR TENDERB
33
.3
87
33
.4
89
33
.3
60
33
.5
21
NOTES
1. ADJUST MH AND CB RIMS TO NEW GRADES.
2. CONTRACTOR TO REGRADE/RENEW EXST PRIVATE
SIDEWALKS TO LIMITS AS SHOWN. SIDEWALKS TO BE
RENEWED WITH CONCRETE UNLESS NOTED OTHERWISE.
3. CONTRACTOR TO TAKE PRECAUTIONARY STEPS
AS OUTLINED IN THE SPECIFICATIONS TO PROTECT EXISTING
TREES WITHIN THE LIMITS OF CONSTRUCTION FROM
DAMAGE FROM CONSTRUCTION ACTIVITIES .
4. MODIFIED BARRIER CURB TO BE CONSTRUCTED AT ALL
INTERSECTION RADII, BACK LANE RADII AND BULLNOSES.
5. CONTRACTOR TO CONFIRM THE LOCATION OF ALL
UTILITIES/SERVICES IN THE FIELD PRIOR TO CONSTRUCTION.
6. ADD 200.000m TO ABBREVIATED ELEVATIONS
TO OBTAIN GEODETIC ELEVATIONS.
7. CB SD-024 OFFSETS ARE DIMENSIONED TO BOC. CB SD-025
OFFSETS ARE DIMENSIONED O/C.
8. ALL DIMENSIONS TO BACK OF CURB AND THEORETICAL
BACK OF CURB.
ELEC
ELEC
ELECELEC ELEC
0 100+
0150
+
0200
+
0250
+
1.25%
1.25%
1.75%
1.75%
1.75%
0.9%
0.86%
1.0%
2.0%
2.0%
1.5%
1.5%
33.340
3
3
.
3
8
3
33.295
33.253
33.154
33.067
3
3
.
1
4
43
3
.
1
6
3
3
3
.
2
0
5
33.300
3
3
.
3
4
5
3
3
.
2
7
5
33.33533.29033.365
33.107
33.260
33.227
33.191
33.226
33.211
33.249
3
3
.2
4
0
33.221
33.234
33.259
3
3
.2
8
0
33.237
1.75%
1.75%
1.75%
33.282 33.281 33.391 33.234 33.141 33.16233.111 33.25533.216 33.230
33.215
33.185
33.315 33.148
33.065
33.086
33.025
33.18833.140 33.163
33.348 33.376 33.467 33.320 33.217
33.238
33.197 33.32133.292 33.296
33.227 33.342
33.288
33.276 33.198 33.214 33.261 33.290 33.319 33.355 33.427 33.455
33.336
33.216
33.181 33.099 33.138 33.204 33.243 33.243 33.250 33.332 33.369 33.270 33.130
33.085
33.000
33.062 33.147 33.195 33.167
33.145
33.236 33.283 33.203
33.044
33.287 33.208
33.350 33.491 33.421 33.359 33.23033.220 33.23133.241 33.288 33.324
33.393
33.315
33.264
33.247
33.342
33.309
33.405
33.274
33.246
33.238
33.242
33.367
33.344
33.506 33.43433.45933.408
33.298 33.368 33.438 33.485 33.405 33.16833.155 33.09933.109 33.258
EA
ST
WA
Y
#555
CAPITAL FORD
HY
DR
O-1D
CT
HYDRO-9DCTS/TS
H
Y
D
R
O
-2D
C
T
S
MTS-4DCTS/SHAW
TS
SHAW
750 CONC SRS
EMPRESS STREET
300 CONC CS
100 MP GAS
SEE DWG #11 FOR
CONTINUATION
SL
1
0
0
G
A
S
S
E
R
V
600 CONC SRS
SL
300 AC WM
3.810
3.810
2.591
2.591
2.591
24.384
11.582
5.330
1.219
0.964
4.877
1.219
6.706
6.706
10.973
13.564
3.810
3.810
0.762
3.810
3.810
3.353
ADJUST EXST MH F&C (TYP)
ADJUST EXST MH F&C (TYP)
ADJUST EXST MH F&C
(TYP)
ADJUST EXST GV's
AND VALVE PIT (TYP)
EXST SL POLE TO BE
RELOCATED (BY OTHERS)
EXST SL POLE TO BE
RELOCATED (BY OTHERS)
EXST SL POLE TO BE
RELOCATED (BY OTHERS)
INSTALL DETECTABLE
WARNING TILE (TYP)
0+160.9270 O/S 2.320 L
460 DP CP (SD-023)
RIM EL 33.044,
250 N INV 32.094,
BOT EL 32.094
C/W 250Ø x 2.000 SSP @ 6.00%
CONNECT TO PROP CB,
INV 31.974
0+162.321 O/S 16.273 R 1200 DP CB (SD-024)
RIM EL 33.000,
300 W INV & 250 S INV 31.950, BOT EL 31.350
C/W 250Ø x 14.600 SSP @ 2.60%
CONNECT TO EXST 600 SRS,600 SRS INV 31.56±
REMOVE EXST CB
AND ABANDON LEAD
0+162.927 O/S 2.320 L
1200 DP CB (SD-024)
RIM EL 33.025,
250 S INV & 250 NE INV 31.975,
BOT EL 31.375
C/W 250 x 2.0 SSP
CONNECT TO EXST CB LEAD (SSP)
REMOVE EXST CB
AND ABANDON LEAD
REMOVE EXST CI,CI BOX,
CB & ABANDON LEAD
0+203.995 O/S 16.273 R
1200 DP CB (SD-024)
RIM EL 33.145, 250 W INV 32.095,
BOT EL 31.495
C/W 250Ø x 14.5 SSP @ 5.2%
CONNECT TO EXST 750 SRS,
750 SRS INV 31.34±
0+202.088 O/S 2.320 L
1200 DP CB (SD-024)
RIM EL 33.185, 250 E INV 32.135,
BOT EL 31.535
C/W 250Ø x 3.6 SSP @ 22.1%
CONNECT TO EXST 750 SRS,
750 SRS INV 31.34±
REMOVE EXST CB
AND ABANDON LEAD
NEW 150 BC DOWELLED
ON W/S (TYP) - SD-205
NEW 150 BC DOWELLED
ON E/S (TYP) - SD-205
EASTWAY TO WESTWAY
PAVING STONE
BAND (TYP)
CONCRETE BULLNOSE
SD-227C (TYP)
SAFETY MEDIAN SD-226B
CAUTION: SHAW
CAUTION: SL
CAUTION: GAS
CAUTION: HYDRO
CAUTION: TS
CAUTION: SL
CAUTION:
MTS & SHAW
ADJUST EXST CB F&C
(TYP)
0+260.448 O/S 15.968 R (TO CENTER)
1200 DP CB (SD-025)
RIM EL 33.044, 250 W INV 31.994,
BOT EL 31.394
C/W 250Ø x 14.500 SSP @ 5.00%
CONNECT TO EXST 750 SRS,
750 SRS INV 31.27±
0+160.321 O/S 16.273 R 460 DP CP (SD-023)
RIM EL 33.023, 250 N INV 32.073, BOT EL 32.073
C/W 250Ø x 2.000 SSP @ 6.20%
CONNECT TO PROP CB, INV 31.949
REMOVE EXST CB
AND ABANDON LEAD
TOPSOIL AND SOD
ADJUST BELL/MTS MH
F & C BY OTHERS
NEW 150 BC DOWELLED ON E/S (TYP) - SD-205
STA 0+101.0 TO EASTWAY
ADJUST EXST
HYDRO MH
F&C (TYP)
CAUTION: GAS
ADJUST EXST HYDRO
MH F & C (TYP)
ADJUST EXST
MH F&C (TYP)
3
3
.
1
4
1
33.263
33.225
33.292
3
3
.
2
4
0
33.299
3
3
.
3
1
5
33.219
33.299
33.373
33.259
33.420
33.387
33.489
33.360
33.521
232.800
233.200
233.600
0+
28
00
+2
80
0.3
4%
0+
200
0+
250
0+
280
-0.4
3%
-
1
.1
6
%
0
.6
9
%
0
.7
1
%
0
.6
2
%
-0.4
0%
-
1
.2
3
%
0.4
0%
0
.9
1
%
0.3
5%
-0.49%
-0.3
0%
E GUT EL 233.085
E GUT EL 233.000
E GUT EL 233.062
E GUT EL 233.147
E GUT EL 233.195
E GUT EL 233.203
E GUT EL 233.044
E GUT EL 233.236
E GUT EL 233.283
E GUT EL 233.167
E GUT EL 233.145
-0.4
3%
-
1
.1
2
%
0.4
4%
0.55%
0.51%
-0.49%
-
1
.0
8
%
0.3
6%
0
.8
2
%
0.2
7%
0.00%0.10%
CL EL 233.181
CL EL 233.099
0+171.242
CL EL 233.138
CL EL 233.204
CL EL 233.243
CL EL 233.270
CL EL 233.130
CL EL 233.332
CL EL 233.369
CL EL 233.243
CL EL 233.250
0+155.000
E MED GUT 233.276
-0.4
3%
0.3
8%
-0.59%
-0
.9
3
%
0.21%
0.51%
0.4
9%
0.18%
0.3
9%
E MED GUT 233.198
0+190.942
E MED GUT 233.290
0+247.500
E MED GUT 233.336
0+260.447
E MED GUT 233.216
E MED GUT 233.427
0+227.500
E MED GUT 233.455
0+196.642
E MED GUT 233.319
E MED GUT 233.355
0+171.242
E MED GUT 233.214
0+183.242
E MED GUT 233.261
-
1
.0
7
%
0.3
8%
-0.59%
-0
.9
3
%
0.3
1%
0
.7
2
%
0.51%
0.4
9%
0.18%
0.3
9%
-
1
.0
8
%
-0.4
3%
0+162.321
E SW EL 233.208
0+155.000
E SW EL 233.287
0
VERTICAL SCALE: 1:10
0.20.1 0.40.3 0.5m
NORTHBOUND
PAVEMENT PROFILE
EAST PROPERTY
LINE
EXST EAST GUTTER
EXST CENTERLINE
NRTHBND LANES
EXST EAST MEDIAN
GUTTER
EAST GUTTER
CENTERLINE
EAST SIDEWALK
EAST MEDIAN GUTTER
0+
200
0+
250
0+
280
0+
150
0.4
1%
5
.
0
0
%
-
5
.
0
0
%
-0.4
0%
0.3
5%
1
.
4
7
%
0
.7
0
%
0+199.228
E SW EL 233.298
0+263.433
E SW EL 233.258
0+260.461
E SW EL 233.109
0+252.238
E SW EL 233.1680+247.500
E SW EL 233.405
0+227.500
E SW EL 233.485
0+203.995
E SW EL 233.368
0+214.000
E SW EL 233.438
0.3
2%
0.3
7%
0.4
9%
-0
.7
5
%
-0
.7
2
%
-0.53%
0+237.965
E MED TL 233.393
0+277.839
E MED TL 233.315
0+263.908
E MED TL 233.264
0+251.895
E MED TL 233.309
0+260.447
E MED TL 233.247
0+247.500
E MED TL 233.342
EAST MEDIAN LEFT
TURN LANE
232.800
233.200
233.600
0+
15
0
0+
200
0+
250
0+
280
-0.55%
0.53%
-0
.7
1
%
-0
.8
0
%
0.3
0%
0.3
4%
0
.7
9
%
0.4
7%
0.4
0%
0.3
3%
-0
.9
4
%
W GUT EL 233.185
W GUT EL 233.315
W GUT EL 233.148
W GUT EL 233.065
W GUT EL 233.086
W GUT EL 233.140
W GUT EL 233.215
W GUT EL 233.163
W GUT EL 233.188
W GUT EL 233.025
0+202.088
W MED GUT EL 233.376
W MED GUT EL 233.467
0+250.000
W MED GUT EL 233.320
0+260.387
W MED GUT EL 233.217
0+267.500
W MED GUT EL 233.238
W MED GUT EL 233.292
0+196.642
W MED GUT EL 233.348
0+183.242
W MED GUT EL 233.296
0+190.942
W MED GUT EL 233.321
W MED GUT EL 233.197
0.51%
0.3
7%
-0.63%
-0
.9
9
%
0.3
0%
0.3
4%
0
.6
5
%
0.4
8%
0.07%
0.3
2%
-0
.8
5
%
-0.02%
0.4
5%
-0
.6
7
%
-0
.9
0
%
0.3
0%
0.3
4%
0
.7
2
%
0.4
8%
0.2
4%
0.3
2%
-0
.9
0
%
CL EL 233.281
0+226.509
CL EL 233.391
CL EL 233.234
CL EL 233.141
CL EL 233.162
CL EL 233.216
CL EL 233.282
CL EL 233.230
CL EL 233.255
0+162.927
CL EL 233.111
-
2
.
2
4
%
0
.7
9
%
-0
.9
4
%
0+179.907
W SW EL 233.288
0+177.500
W SW EL 233.342
0+162.927
W SW EL 233.227
WEST GUTTER
WEST PROPERTY LINE
EXST WEST GUTTER
EXST CENTERLINE
STHBND LANES
SOUTHBOUND
PAVEMENT PROFILE
0
VERTICAL SCALE: 1:10
0.20.1 0.40.3 0.5m
EXST WEST MEDIAN
GUTTER
CENTERLINE
WEST MEDIAN GUTTER
WEST SIDEWALK
0+
200
0+
250
0+
280
0+
150
0.3
4%
0.3
5%
0
.9
7
%
-
2
.
0
2
%
-0
.7
1
%
1
.
6
6
% -0.52%
0+218.017
W SW EL 233.350
0+277.834
W SW EL 233.324
0+267.500
W SW EL 233.288
0+262.665
W SW EL 233.241
0+255.070
W SW EL 233.230
0+248.693
W SW EL 233.359
0+226.509
W SW EL 233.491
0+240.000
W SW EL 233.421
0.2
7%
0.12%0.11%
-
1
.2
4
%
-
1
.2
4
%
-0
.6
3
%
-0.56%
0.3
8%
0.2
8%
0.51%
0+202.942
W MED TL EL 233.405
0+277.834
W MED TL EL 233.274
0+263.832
W MED TL EL 233.242
0+267.500
W MED TL EL 233.246
0+251.820
W MED TL EL 233.344
0+260.387
W MED TL EL 233.238
0+237.965
W MED TL EL 233.4340+250.000
W MED TL EL 233.367
0+226.509
W MED TL EL 233.506
0+203.995
W MED TL EL 233.408
0+214.000
W MED TL EL 233.459
WEST MEDIAN LEFT
TURN LANE
232.800
233.200
233.600
0+
15
0
232.800
233.200
233.600
0+
28
00
+2
80
0.3
2%
