Upload
trandieu
View
222
Download
0
Embed Size (px)
Citation preview
WHOLE NUMBERS INDICATE MILLIMETRES
DECIMALIZED NUMBERS INDICATE METRES
METRIC
8W160034-8-Empress-Rehab-PP-8.dwg
8 14
WRJ
DID
RPB
BWB
-
-
18/03/09
RPBISSUED FOR CLIENT REVIEWA 18/01/31
B
O:\W
in
nip
eg
\P
ro
j\W
16
00
34
\4
D
esig
n\1
D
ra
win
gs\0
6 S
he
ets\D
eta
ile
d D
esig
n\C
on
tra
ct 1
-R
eh
ab
ilita
tio
n\W
16
00
34
-8
-E
mp
re
ss-R
eh
ab
-P
P-8
.d
wg
L
ast S
ave
d: 3
/5
/2
01
8 2
:1
4 P
M b
y D
Do
szp
od
P
lo
tte
d: 3
/5
/2
01
8 2
:2
8 P
M b
y D
an
ie
l D
oszp
od
IS
O A
1 - 5
94
mm
x 8
41
mm
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
BRUCE
R.P.
P-3494-8
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+280 TO STA 0+410
Section
Taken Shown
SECTION LEGEND
Section Letter
MA
TC
H L
IN
E - S
TA
0
+4
10
D
WG
. N
o. 9
CHAINAGE ALONG
WEST GUTTER LINE
MA
TC
H L
IN
E - S
TA
0
+2
80
D
WG
. N
o. 7
EMPRESS STREETRPB18/03/09ISSUED FOR TENDERB
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.
BENCH
0 100+
0300
+
0350
+
0400
+
33.394
33.453
33.447
33.472
33.345
33.314
33.285
33.319
33.375
1.75%
1.75%
2.0%
2.0%
1.9%
1.9%
2.5%
2.5%
2.5%
2.0%
2.0%
0.63%
2.5%
0.8%
0.5%
33.307
3
3
.
2
7
2
0
.
6
2
%
0
.
6
2
%
33.237 33.402 33.33233.340 33.337 33.31533.274 33.319
33.161
33.326 33.25633.264 33.242
33.313 33.478 33.40833.416 33.432 33.40933.350 33.405
33.285 33.395 33.405 33.392 33.346 33.332 33.394 33.492
33.209 33.319 33.339 33.319 33.282 33.256 33.318 33.416
33.133 33.243 33.272 33.193
33.180
33.242 33.340
33.345 33.332 33.357 33.404 33.435 33.444 33.39433.384 33.40233.412 33.475
33.400 33.434 33.451 33.402
33.355 33.297
33.354 33.403 33.363 33.527 33.458
33.40833.41933.330 33.389
33.335 33.359 33.29133.281 33.27133.281 33.396 33.417 33.365
33.246
3
3
.
2
7
2
3
3
.
4
7
4
3
3
.
4
1
5
B
814
WE
ST
WA
Y
100 MP GAS
HY
DR
O-1D
CT
H
Y
D
R
O
-2
D
C
T
S
M
T
S
MTS/SHAW
MTS-4DCTS
TS
300 AC WM
750 CONC SRS
450 C
ON
C S
RS
300 CONC CS
SHAW
50 M
P G
AS
EMPRESS STREET
HYDRO-9DCTS/TS
SEE DWG #13 FOR
CONTINUATION
SL
SL
2.591
3.810
3.810
0.762
2.591
3.353
24.384
2.591
3.810
3.810
3.810
3.810
0.843
6.706
13.564
12.784
11.582
4.877
1.219
13.411
12.784
11.582
6.706
6.706
1.091
2.000
2.591
Bustop
ADJUST EXST MH F&C (TYP)
ADJUST EXST MH F&C (TYP)
ADJUST EXST GV (TYP)ADJUST EXST GV (TYP)
EXST SL POLE TO BE
RELOCATED (BY OTHERS)
INSTALL DETECTABLE
WARNING TILE (TYP)
REMOVE EXST CB
AND LEAD
REMOVE EXST CB, CI & CI
BOX AND ABANDON LEAD
0+354.848 O/S 16.273 R
1800 DP CB (SD-024)
RIM EL 33.180, 250 W INV 31.530,
BOT EL 30.930
C/W 250Ø x 14.8 SSP @ 3.0%
CONNECT TO EXST 750 SRS,
750 SRS INV 31.08±
0+353.488 O/S 2.320 L
1800 DP CB (SD-024)
RIM EL 33.161, 250 NE INV 31.511,
BOT EL 30.911
C/W 250Ø x 4.0 SSP @ 10.8%
CONNECT TO EXST 750 SRS,
750 SRS INV 31.08±
NEW MONOLITHIC CONCRETE
SPLASH STRIP (TYP) SD-223A
(150 FINISHED HT)
NEW 150 BC DOWELLED
ON W/S (TYP) - SD-205
NEW 100 BC DOWELLED
ON E/S (TYP) - SD-205
WESTWAY TO 1ST
APPROACH NORTH
MATCH EXST
SW GRADES
NEW 125 BC DOWELLED
ON E/S (TYP) - SD-205
FIRST APPROACH
NORTH OF WESTWAY TO
SECOND APPROACH
NORTH
PAVING STONE BAND
(TYP)SAFETY MEDIAN
SD-226B
CAUTION: SHAW
CAUTION: TS
CAUTION: MTS
CAUTION: SL
CAUTION: GAS
CAUTION:
MTS & SHAW
CAUTION: HYDRO
CAUTION: SL
CAUTION: GAS
CAUTION: MTS
CAUTION:
MTS & SHAW
CAUTION: HYDRO
ADJUST EXST
BELL/MTS MH F & C
(BY OTHERS)
ADJUST EXST BELL/MTS
MH F & C (BY OTHERS)
ADJUST EXST HYDRO
MH F & C (TYP)
ADJUST EXST HYDRO
MH F & C (TYP)
TOPSOIL AND SOD
33.260
33.401
33.297
33.335
33.305
3
3
.
2
7
2
3
3
.
4
7
4
3
3
.
4
1
5
33.461
33.300
33.372
33.510
33.430
33.350
33.561
232.800
233.200
233.600
0+
41
00
+4
10
0+
300
0+
350
0+
400
0+
410
-0.3
0%
-0.4
5%
0.4
9%
0.56%
0.4
0%
0.3
0%
0.4
0%
-0.3
3%
E GUT EL 233.180
E GUT EL 233.242
E GUT EL 233.340
E GUT EL 233.133
E GUT EL 233.243
E GUT EL 233.272
E GUT EL 233.193
0.3
6%
0.3
0%
0.2
7%
-0.61%
0.4
9%
0.56%
-0.4
5%
-0.2
5%
-0.23%
CL EL 233.209
CL EL 233.319
CL EL 233.339
CL EL 233.256
CL EL 233.318
CL EL 233.416
CL EL 233.319
0+350.594
CL EL 233.282
0+282.500
E MED GUT 233.285
0+319.194
E MED GUT 233.395
0+326.593
E MED GUT 233.405
0+354.848
E MED GUT 233.332
0+367.500
E MED GUT 233.394
0+385.000
E MED GUT 233.492
0+334.594
E MED GUT 233.392
0+350.594
E MED GUT 233.346
0.3
0%
0.14%
-0.3
2%
0.4
9%
0.56%
-0.4
5%
-0.16%
-0.2
9%
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+
280
-0
.6
4
%
0.3
0%
3
.
8
4
%
-
2
.
2
9
%
0.3
0%
0.4
1%
0+318.140
E SW EL 233.365
0+310.000
E SW EL 233.417
0+303.058
E SW EL 233.396
0+300.060
E SW EL 233.281
0+293.598
E SW EL 233.291
0+290.626
E SW EL 233.359
0+282.500
E SW EL 233.335
-0.3
1% 0
.7
2
%
0.51%
0
.6
9
%
0.21%
-0
.8
4
%
1
.2
6
%-0.4
5%
0+350.594
E SW EL 233.345
0+354.848
E SW EL 233.332
0+358.317
E SW EL 233.357
0+367.500
E SW EL 233.404
0+372.017
E SW EL 233.435
0+376.398
E SW EL 233.444
0+382.319
E SW EL 233.394
0+389.396
E SW EL 233.412
0+394.396
E SW EL 233.475
0+
300
0+
350
0+
400
0+
410
-0.20%
0.3
4%
0.3
0%
0.3
2%
0+315.437
E MED TL 233.408
0+300.000
E MED TL 233.389
0+310.000
E MED TL 233.419
0+282.500
E MED TL 233.330
EAST MEDIAN LEFT TURN LANE
232.800
233.200
233.600
0+
28
0
0+
300
0+
350
0+
400
0+
410
0.3
4%
0.4
9%
-0.4
0%
-0.59%
-0.3
0%
-0.3
0%
W GUT EL 233.264
W GUT EL 233.326 W GUT EL 233.256
W GUT EL 233.242
W GUT EL 233.161
0+387.500
W MED GUT EL 233.478
0+405.000
W MED GUT EL 233.408
0+326.584
W MED GUT EL 233.432
0+334.594
W MED GUT EL 233.409
0+353.488
W MED GUT EL 233.313
0+300.000
W MED GUT EL 233.350
0+310.000
W MED GUT EL 233.405
0+319.194
W MED GUT EL 233.416
0.4
9%
-0.4
0%
-0.59%
0.21% -0
.29%
-0.51%
0.3
4%
0.55%
0.12%
0.4
9%
-0.4
0%
-0.59%
-0.04%
-0.2
7%
-0.4
1%
0.3
4%
0.4
5%
0.23%
CL EL 233.402 CL EL 233.332
CL EL 233.337
CL EL 233.315
CL EL 233.237
CL EL 233.274
CL EL 233.319
CL EL 233.340
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+
280
-
2
.
3
9
%
0.3
4%
-
1
.1
7
%
0.3
4%
0.3
4%
0+321.162
W SW EL 233.355
0+315.000
W SW EL 233.451
0+319.194
W SW EL 233.402
0+310.000
W SW EL 233.434
0+300.000
W SW EL 233.400
0+
300
0+
350
0+
400
0+
410
0.4
8%
-0.3
9%
-0.59%
2
.
7
4
%
1
.1
7
%
-0.3
0%
0+333.723
W SW EL 233.297
0+387.500
W SW EL 233.5270+405.000
W SW EL 233.458
0+335.802
W SW EL 233.354
0+340.000
W SW EL 233.403
0+353.488
W SW EL 233.363
232.800
233.200
233.600
0.4
0%
0.3
6%
0+
28
0
0.4
1%
232.800
233.200
233.600
0+
41
00
+4
10