PORTAGE AVENUE · 2017-06-23 · ts ts mts 200 gas mts 12d portage avenue mts - aband sl mts mts...

1
-0.50% 0.60% -1.00% 0.48% -0.90% 0.43% 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% -0.85% -0.66% 0+031.800 EL=231.983W 0+073.000 EL=231.944W 0+080.000 EL=231.885W 0+054.600 EL=231.833W -1.01% 0+080.000 EL=231.918W 0+105.000 EL=231.666W 0.60% -0.68% -0.86% -1.27% 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 -1.72% 0.50% 0.50% HYDRO 12D SL HYDRO 20D HYDRO 16D H 16D & SL HYDRO 16D HYDRO 16D HYDRO 12D HYDRO 6D 320B 320A 314 317 311 310 306 303 300 HP WM 200 WM 300 CS DONALD STREET 450 CS 300 HP WM 300 WM 100 GAS (ABAND) 300 GAS (ABAND) 250 WM 300 WM (ABAND) TS TS MTS 200 GAS MTS 12D PORTAGE AVENUE MTS - ABAND SL MTS MTS MTS 375 PVC SRS SL 100 GAS 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 23 231.970 232.000 NOTE 22 TYP BUS STOP 1.3% 1.2% 0.5% 2.2% 2.0% 1.0% 2.6% 2.0% 1.10% 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+100 231.578 231.833 231.944 231.803 231.914 231.659 231.599 232.033 231.965 232.076 231.812 231.757 232.040 232.050 232.090 232.126 232.107 231.912 232.040 232.067 232.106 231.809 231.843 231.900 231.958 232.050 232.010 232.040 232.06 231.723 231.820 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 L L P 2% - 4% (TYP) 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± WEST EAST 3.46± 3.35 3.35 12.50 PLACE NON-WOVEN GEOTEXTILE FABRIC AND GEOGRID AS REQUIRED 2% - 4% (TYP) 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 - PROFILE EXISTING EXISTING EXISTING PROPOSED PROPOSED PROPOSED LEGEND - 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 DEPARTMENT Winnipeg 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 TW 0 6 / 13 /201 7 A MATCHLINE 0+140 231.000 231.500 3.46 3.35 3.20 20.11 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+100 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 M F O A B A O T R E G S I T E R E D P R O F E S S I O N A L E N G I N E E R Member 23820 T.L. 231.603 231.599 3.50 3.35 3.25 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 RECONSTRUCTION LIMIT ISSUED FOR TENDER TLF 0 6 / 23/ 201 7 B KWR

Transcript of PORTAGE AVENUE · 2017-06-23 · ts ts mts 200 gas mts 12d portage avenue mts - aband sl mts mts...

Page 1: PORTAGE AVENUE · 2017-06-23 · ts ts mts 200 gas mts 12d portage avenue mts - aband sl mts mts mts 375 pvc srs sl 100 gas teraspan mts - fibre cb-01 cb-02 cp-01 cb-04 note 3 note

-0.5

0%

0.60%

-1

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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

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041.021

EL=

232.033

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102.520

EL=

231.812

0.60%

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.8

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0+031.800

EL=231.983W

0+073.000

EL=231.944W

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EL=231.833W

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%

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EL=231.941E

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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

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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

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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

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235.750
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35.750
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