419
420
407
404
411
408
415
412416
399
396
403
400
INV S 232.99
INV N 231.05
INV W 231.05
INV S 232.75
INV S 231.20
INV W 231.20
INV N 230.84
INV E 230.84
INV S 231.15
INV W 230.84
SHARP BOULEVARD
NE
SS
0+
404.71
3.4
9
7.6
4
7.6
2
6.1
9
A
VE
NU
E
0+
404.72
0+350
0+400 0+408
234.765
234.895234.815
234.860
234.780
234.690
234.740
234.800
234.690
234.800
234.750
234.780
234.800
234.830
234.855
234.885
234.890
234.860
11.43
0.79
1.98
0.8
%
0.7
%
2.0
%
3.0
%
4.0
%
4.2
%
4.5
%
2.3
%
5.0
%
419
420
407
404
411
408
415
412416
399
396
403
400
INV S 232.99
INV N 231.05
INV W 231.05
INV S 232.75
INV S 231.20
INV W 231.20
INV N 230.84
INV E 230.84
INV S 231.15
INV W 230.84
SHARP BOULEVARD
NE
SS
0+
404.71
3.4
9
7.6
4
7.6
2
6.1
9
A
VE
NU
E
0+
404.72
NOTE 8
NOTE 2
NOTE 2
NOTE 3 TYP
NOTE 4
NOTE 4
NOTE 4
NOTE 4
NOTE 4
NOTE 5, 6 & 7
NOTE 10 & 11
NOTE 5
NOTE 5
NOTE 10 & 11
NOTE 13 TYP
NOTE 8
NOTE 13 TYP
NOTE 13 TYP
NOTE 3
NOTE 1
NOTE 1
NOTE 1
NOTE 9, 12 & 13 TYP
NOTE 9, 12 & 13 TYP
NOTE 5 & 7
NOTE 5 & 7
NOTE 4
NOTE 4
NOTE 9, 12 & 13 TYP
NOTE 9, 12 & 13 TYP
NOTE 11
NOTE 10
NOTE 14
250Ø INV=233.110
INSTALL 2.6m 250mmØ LDS
@ 2.0% MIN
TIE-IN INV= 232.XXX
INSTALL 9.7m 250mmØ LDS
@ 2.0% MIN
TIE-IN INV= 232.XXX
250Ø INV=233.110
DIP CURB
DIP CURB
0.5
%0
.7
%
0.6
%0
.5
%
0.5
%
1.0
%
4.3
%2
.0
%
1.2
%
2.0
%
2.0
%
2.0
%
0.8
%
234.500
235.000
235.500
0.52%
E
-0.2
7%
E
0.3
1%
E
0+408.000
EL=234.860E
0+385.000
EL=234.740E
0+327.500
EL=234.690E
0+362.500
EL=234.800E
-0.3
6%
W
0.4
5%
W
0.4
9%
W
0+385.000
EL=234.780W
0+408.000
EL=234.883W
0+327.500
EL=234.690W
0+362.500
EL=234.860W
0.3
7%
-0.3
6%
0
.7
8
%
0+327.500
EL=234.765
0+362.500
EL=234.895
0+385.000
EL=234.815
0+408.000
EL=234.994
0+
33
0
0+
34
0
0+
35
0
0+
36
0
0+
37
0
0+
38
0
0+
39
0
0+
40
0
0+
41
0
234.500
235.000
235.500
ENGINEER'S SEAL
ELEV.
B.M.
ORIGINAL SIGNED BY:
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
E PROPERTY LINE
W PROPERTY LINE
LEGEND - PROFILEEXISTINGEXISTING
EXISTINGPROPOSED PROPOSEDPROPOSEDLEGEND - PLAN LEGEND - PLAN
WATERMAIN
HYDRANT
VALVE
LAND DRAINAGE SEWER
WASTEWATER SEWER
MANHOLE
CATCH BASIN
CATCH PIT
JUNCTIONS
CULVERT
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
STATION 0+320 TO NESS ST.
ASPHALT PAVEMENT REHABILITATION
SHARP BLVD. - BRUCE ST. TO NESS ST.
JT
JC
BC/RC
1:250
1:10
CT-16
16 19
RENEWAL PROGRAM
2020 RESIDENTIAL STREET
A
ISSUED FOR 100% REVIEW
CUNNINGHAM
R. T.
Member
24711
PROFILE VIEW
Certificate of Authorization
AECOM Canada Ltd.
No. 4671 Date:_____________
M
AT
CH
LIN
E S
TA
TIO
N 0
+3
20
REFERENCE NOTES:
A. PAVEMENT DIMENSIONS ARE TO BACK OF CURB
B. BASELINE IS CENTRE LINE ROADWAY
C. PROPERTY LINES OBTAINED FROM CITY OF WINNIPEG L.B.I.S., AND NO SCALE
FACTOR WAS APPLIED
D. REFER TO AECOM FIELD BOOK NO. 5051
CONSTRUCTION NOTES:
1. REMOVE EXISTING PAVEMENT AND CONSTRUCT NEW 150mm
REINFORCED CONCRETE PAVEMENT c/w 60mm ASPHALT OVERLAY TYPE IA
2. CONSTRUCT NEW CONCRETE BARRIER CURB (75mm REVEAL HT. SEPARATE)
3. CONSTRUCT NEW CONCRETE BARRIER CURB (75mm REVEAL HT. DOWELED)
4. CONSTRUCT NEW 100mm CONCRETE SIDEWALK
5. ADJUST EXISTING CATCH BASIN/MANHOLE TO GRADE
6. INSTALL NEW CAST IRON RISER RING
7. REMOVE EXISTING FRAME AND COVER AND PLACE NEW FRAME AND COVER
(AP-008/AP-009)
8. CONSTRUCT NEW ASPHALTIC PAVEMENT TYPE 1A (95mm AVG THICKNESS)
9. INSTALL DETECTABLE SURFACE WARNING TILES
10. REMOVE EXISTING CB AND PLUG LEAD
11. INSTALL NEW CURB & GUTTER INLET C/W CATCH BASIN (SD-024) AND
CONNECT TO EXISTING MANHOLE
12. CONSTRUCT NEW CONCRETE CURB RAMP (10-12mm HT. DOWELED)
13. REMOVE EXISTING CURB AND CONSTRUCT NEW MODIFIED CONCRETE
BARRIER CURB (150mm REVEAL H.T. DOWELED)
14. CONSTRUCT NEW CONCRETE BULL NOSE (SD-227C)
6.1
7
6.5
4
EX
IS
TIN
G
4.8
0
6.1
9
04/17/20 BC
02/14/20
39 - S.W. COR. SHARP BLVD & BRUCE AVE.,
TBLT. IN N. CONC. FOUNDATION NO. 336
SHARP BLVD., 3.3m W. & 0.3m BELOW STUCCO
OF N.E. COR. OF DWELLING
ELEVATION: 236.023
7.7
46
.5
3
EX
IS
TIN
G
10
.1
1
N
24
.3
7
24
.3
8