sherwood industrial park water main ......5. water main fittings 300mm and smaller in diameter shall...

SHERWOOD INDUSTRIAL PARKWATER MAIN EXTENSION PHASE 4-7

LIST OF DRAWINGS

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101OVERALL PLAN

102 PLAN AND PROFILE 12TH AVENUE N STA. 0+000 TO 0+300

103 PLAN AND PROFILE INLAND DRIVE STA. 0+000 TO 0+340




107PLAN AND PROFILE INLAND DRIVE STA. 1+360 TO 1+638

108

109

PLAN AND PROFILE GOTTSELIG ROAD STA. 0+000 TO 0+340

PLAN AND PROFILE GOTTSELIG ROAD STA. 0+340 TO 0+680

100LOCATION PLAN, SITE PLAN AND NOTES

111PLAN AND PROFILE CULVER AVENUE STA. 0+000 0+320



114 PLAN AND PROFILE CULVER AVENUE STA. 1+000 1+192

115 PLAN AND PROFILE DAVIES STREET STA. 0+000 TO 0+219

116PLAN AND PROFILE WINNIPEG STREET STA. 0+000 TO 0+300

117PLAN AND PROFILE WINNIPEG STREET STA. 0+300 TO 0+600

118 PLAN AND PROFILE WINNIPEG STREET STA. 0+600 TO 0+795

110PLAN AND PROFILE CASSIE BAY STA. -0+030 TO 0+175

119 12th AVENUE N. HYDRANT REPLACEMENT/INSTALLATION

120 DETAILS

121 DETAILS

122 12th AVENUE N. ADDITIONAL PIPE INSTALLATION



CASSIE BAY (Phase 7)

CULVER AVENUE (Phase 7)

INLAND DRIVE (Phase 4)

WIN

NIP

EG

S

TR

EE

T(P

hase 7)

GO

TT

SE

LIG

R

OA

D (P

hase 5)

DA

VIE

S R

OA

D (P

hase 7)

HIG

HW

AY

N

O.6

1

2

T

H

A

V

E

N

U

E

N

.

(

P

h

a

s

e

4

)

12T

H A

VE

NU

E N

. (P

hase 7)

INLAND DRIVE (Phase 4)

CULVER AVENUE (Phase 7)

GO

TT

SE

LIG

R

OA

D (P

hase 5)

12T

H A

VE

NU

E N

. (P

hase 7)

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431

109 - 1621 Albert Street, Regina, Saskatchewan S4P 2S5

www.walkerprojects.com

SHEET

REV. DESCRIPTION DATE ENG DRWN

APPROVED

CHECKED

DESIGNED

DRAWN

DATEINITIALPROJECT REVIEW

SEALS

REVISION

THIS DRAWING IS NOT TO BE SCALED AND IS COPYRIGHT

PROTECTED. IT SHALL NOT BE USED, REPRODUCED OR REVISED

WITHOUT WRITTEN PERMISSION BY WALKER PROJECTS.

THE LOCATION OF EXISTING UNDERGROUND AND ABOVEGROUND

INFRASTRUCTURE SHOWN ON THE DRAWINGS ARE APPROXIMATE.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL

EXISTING INFRASTRUCTURE BEFORE COMMENCING WITH WORK.

THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND

ALL DAMAGES TO EXISTING INFRASTRUCTURE IF NOT PROPERLY

LOCATED PRIOR TO CONSTRUCTION.

ANY ERRORS AND OMISSIONS SHALL BE REPORTED IMMEDIATELY

PRIOR TO COMMENCING WORK.

DISCLAIMER

PLAN CHECK

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KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159

PHASE 4,5,7WATER MAIN EXTENSIONSHERWOOD INDUSTRIAL PARK

AND NOTESLOCATION PLAN, SITE PLAN

10020180088

251AS NOTEDJUNE 2018

PHASING PLAN

SCALE : NTS

LEGEND

PROPOSED

WATER MAIN/

CONNECTION

GATE VALVE

HYDRANT

CROSS, TEE

90° BEND, 45° BEND

REDUCER, PLUG

EXISTING

WATER MAIN/

CONNECTION

GATE VALVE

HYDRANT

CROSS, TEE

90° BEND, 45° BEND

REDUCER, PLUG

UTILITIES & LEGAL

NATURAL GAS LINES

TRANSGAS LINES

TELEPHONE (OH)

FIBER OPTICS

POWER LINES (OH)

POWER LINES (UG)

POWER POLE

PEDESTALS

PADMOUNTED

TRANSFORMER

ACCESS COMMUNICATION

GAS GAS GAS

FO FO FO FO FO

P(OH) P(OH) P(OH) P(OH)

P(UG) P(UG) P(UG) P(UG)

TRANSGAS TRANSGAS

TEL TEL

COM COM COM COM

SANITARY MAIN/

CONNECTION

SANITARY MAIN/

CONNECTION

FIP

HYDRANT COVERAGE (90m R)

DRAINAGE EASEMENT

CASELESS BORE

LIGHT STANDARD

UNDERGROUND NOTES

1. The Contractor shall be responsible for locating and protecting from damage all existing underground utilities and mains during construction.

2. All existing roadways, ditches, culverts, and other surface features affected by the Contractor's construction operations shall be returned to their

original condition upon completion of the work.

3. Locate and uncover the existing watermains ensuring no damage occurs. Connect to the existing watermains at the locations and as shown on

the Drawings. Work shall be scheduled such that the existing water systems will not be out of service for a prolonged period of time. Coordinate

all service disruptions and connections with the RM of Sherwood Public Works Department.

4. All water mains and hydrant leads shall be Pressure Class 235 DR 18 Polyvinyl Chloride (PVC) pressure pipe conforming AWWA C900 or

AWWA C905 and the specifications.

5. Water main fittings 300mm and smaller in diameter shall be PR 235 PVC, bell and spigot type, with rubber ring gaskets joints conforming to

AWWA C907 and the specifications.

6. All gate valves shall be ductile iron body (thick walled), half gate, bronze and stainless steel fitted, resilient-seated, epoxy coated, conforming to

AWWA C509-09 for diameters 300mm and smaller. All boxes shall be cast iron cap & upper section, sliding type with PVC lower section & 50mm

square operating nut.

7. All fire hydrants shall be ductile iron or cast iron body, epoxy coated elbow, rubber mounted, stainless steel rod, compression type, to AWWA

C502, ULC and FM listed. All hydrants shall be flanged at the ground line and have a suitable drip valve. The inside diameter of the hydrant and

bottom elbow connection shall be 150mm. All hose connections shall be threaded to conform to the existing hydrants and the requirements of the

Authorities having jurisdiction. The make and model of hydrant shall be as defined in the specifications.

8. Sacrificial anodes shall be installed on all buried steel valves, hydrant boots, mechanical couplings, or other corrodible appurtenances. The

anode, type, size and installation shall adhere to the details shown on the Drawings and Specifications.

9. All buried valves and fittings not mechanically restrained shall be adequately thrust blocked with concrete bearing against undisturbed soil with

the bearing area as shown on the Drawings. All thrust blocking concrete shall be concrete and have a specified 28-day compressive strength of

20 MPa. Wood shall not be permitted as thrust blocking where the blocking is permanent.

10. All mains, fittings, valves, and equipment shall be installed in strict accordance with the manufacturer's recommendations, the details shown on

the Drawings and the Specifications. All mains shall be excavated, bedded, and backfilled, as shown on the Drawings, except where trenchless

excavation is noted. Trenchless excavation shall adhere to the methods within the Specifications and industry standard best practice.

11. All trench excavation to be backfilled and compacted with in situ material, free from unsuitable materials defined in the Specifications, using

suitable equipment. Compact all materials to 95% of the maximum dry density of the material as determined by the method of test stated in the

Specifications.

12. At the Contractor's expense, and before placing into service, all potable water mains, fittings, and appurtenances shall be thoroughly disinfected

in accordance with the Water Security Agency's (WSA) start-up protocol and a Pressure and Leakage Test shall be performed in accordance with

the Contract Specifications. The main shall be thoroughly flushed with replacement water following the Pressure and Leakage test. The point of

discharge shall be approved by the RM of Sherwood and the total residual chlorine concentration shall be less than 1.5 ppm.

13. At the Contractor's expense, a coliform bacteria test shall be performed once thorough flushing of the main is completed. The water samples shall

be collected in approved containers provided by and transported to the Ministry of Health Laboratory for testing. The results must conform to the

Provincial Water Quality Standards and shall be forwarded to the WSA and the Engineer for approval before the new water main shall be placed

into service. The Contractor shall comply with the WSA start up protocol as attached to the Owners Permit to Construct.

14. Upon completion of the work, remove all rubbish, trash and debris resulting from operations. Remove surplus equipment and tools. Complete

grading and trimming and leave the site in a neat and orderly condition acceptable to the Owner and the Engineer. Salvaged material shall be

removed from the site and be stored as directed by the Owner.

GENERAL NOTES

1. The Contractor is responsible for providing traffic accommodation as per the current Ministry of Highways and Infrastructure

traffic control device manual for work zones. The Contractor shall submit the traffic accommodation plan to the RM of

Sherwood 72 hours prior to starting construction.

2. All dimensions are in metres and decimals thereof unless otherwise noted.

3. Topographic survey information completed and compiled by WPI Regina May 2018.

4. Property line data compiled using cadastral information from 2020 Geomatics

5. Existing watermains shown in the drawings from WPI REGINA, KGS GROUP CONSULTING ENGINEERS, and CITY OF

REGINA

6 Existing shallow utilities information obtained from record drawings provided by Magna Electric Corporation

7. Existing surface drainage infrastructure to be protected and replaced if damaged.

8. Survey Benchmark 655299 Elev. 589.541 used for all topographic survey.

CASED BORE

AutoCAD SHX Text

18

90m R HYDRANT COVER (TYP)

300Ø GATE VALVE (TYP)





HYDRANT C/W 150mm

TEE, LEAD, VALVE AND BOX

(TYP)

HYDRANT C/W 150mm

TEE, LEAD, VALVE AND BOX

(TYP)

EXISTING 90m R

HYDRANT COVER

INDUSTRIAL DRIVE

CULVER AVENUE

INLAND DRIVE

WIN

NIP

EG

S

TR

EE

T

GO

TT

SE

LIG

R

OA

D

DA

VIE

S R

OA

D

HIG

HW

AY

N

O.6

12T

H A

VE

NU

E N

.

12T

H A

VE

NU

E N

.

NOTES:

FULL EXTENT OF WINNIPEG

STREET NOT SHOWN ON PLAN.

REFER TO PLAN AND PROFILES TO

SEE FULL DESIGN (Sheet 117-118)

CONNECT TO EXISTING 150Ø AC

WTR MAIN

CONNECT TO EXISTING 150Ø AC

WTR MAIN

REMOVE PLUG AND

CONNECT TO EXISTING 400Ø

PVC MAIN

5.00

4.00

CLOSE VALVE

TO CITY OF REGINA WTR LINE

7-18-19-W2M

18-18-19-W2M

HYDRANT C/W 150X100mm HOT TAP, 100X150mm REDUCER,

AND 150mm LEAD, VALVE, AND BOX

REMOVE AND REPLACE

EXISTING HYDRANTS AND

CONNECT TO EXISTING

VALVE AND LEAD

CASED BORE

CASED BORE

HYDRANT C/W 150X100mm HOT TAP, 100X150mm REDUCER,


NOTES:

CASSIE BAY NOT SHOWN ON PLAN.

REFER TO PLAN AND PROFILES TO

SEE FULL DESIGN (Sheet 110)

50.95m

300 ∅

PV

C W

TR

@

0.69%

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

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WIN

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S

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INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159


OVERALL PLAN

10120180088


PLAN

SCALE 1:2500

AutoCAD SHX Text

579.043

AutoCAD SHX Text

400%%c STEEL

AutoCAD SHX Text

PRIVATE U:15201.1 SERIES

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

600%%c STEEL 1980

AutoCAD SHX Text

SEE U:1096-4

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

860%%c STEEL 1980

AutoCAD SHX Text

SEE U:1096-4

AutoCAD SHX Text

200%%c AC

AutoCAD SHX Text

PRIVATE SEE U:1096-4

AutoCAD SHX Text

900%%c STEEL 1980

AutoCAD SHX Text

SEE U:1096-4

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text


AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

750%%C GV

AutoCAD SHX Text

150%%C GV

AutoCAD SHX Text

200%%C GV

AutoCAD SHX Text

25%%cW

AutoCAD SHX Text

Cu

AutoCAD SHX Text

150%%cW

AutoCAD SHX Text

AC

AutoCAD SHX Text

EXACT LOCATION UNKNOWN

AutoCAD SHX Text

50%%cW

AutoCAD SHX Text


AutoCAD SHX Text

25%%cW

AutoCAD SHX Text


AutoCAD SHX Text

100%%cW

AutoCAD SHX Text


AutoCAD SHX Text

25%%cW

AutoCAD SHX Text

579.043

AutoCAD SHX Text

AC

AutoCAD SHX Text

400%%c STEEL

AutoCAD SHX Text

PRIVATE U:15201.1 SERIES

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

600%%c STEEL 1980

AutoCAD SHX Text

SEE U:1096-4

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

860%%c STEEL 1980

AutoCAD SHX Text

SEE U:1096-4

AutoCAD SHX Text

200%%c AC

AutoCAD SHX Text


AutoCAD SHX Text

900%%c STEEL 1980

AutoCAD SHX Text

SEE U:1096-4

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text


AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

750%%C GV

AutoCAD SHX Text

150%%C GV

AutoCAD SHX Text

200%%C GV

AutoCAD SHX Text

25%%cW

AutoCAD SHX Text

Cu

AutoCAD SHX Text

150%%cW

AutoCAD SHX Text

AC

AutoCAD SHX Text


AutoCAD SHX Text

50%%cW

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AutoCAD SHX Text

25%%cW

AutoCAD SHX Text


AutoCAD SHX Text

100%%cW

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AutoCAD SHX Text

25%%cW

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CHK_10002

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587.755

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CHK_10002

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587.757

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10002

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587.754

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chk_10002

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587.765

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chk_10002

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587.755

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587.775

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1

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587.776

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587.775

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587.789

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587.755

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587.79

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18

12TH AVENUE N.

C

U

L

V

E

R

A

V

E

N

U

E

PLAN 79R09452

PLAN 98RA26568

PLAN 98RA26568

1

2

P

L

A

N

6

3

R

4

6

8

7

2

P

L

A

N

6

4

R

2

9

9

4

8

PLAN 00RA11614(1)

1.00

4.00

20.0m CASELESS BORE

21.65m 300Ø PVC WTR @ 0.00%

25.66

0

+

0

0

0

0

+

0

2

0

0

+

0

4

0

0

+

0

6

0

0

+

0

8

0

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0

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0

0

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0

2

0

0

+

0

4

0

0+

060

0+

080

0+

100

0+

120

0+

140

0+

160

0+

180

0+

200

0+

220

0+

240

0+

260

0

+

2

8

0

79.60

CASELESS BORE

ST

A - 0

+0

86

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00

WT

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ST

A - 0

+0

90

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+0

81

.9

56

WT

R 9

0° B

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170.1

1 3

00Ø

PV

C W

TR

@0.6

1%

EXISTING DITCH PROFILE

AT PIPE CL

WT

R T

OP

EX

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UN

D

585

586

587

588

589

590

591

592

593

594

585

586

587

588

589

590

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592

593

594

WA

TE

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59

0.0

6

59

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8

58

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2

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9.3

6

58

6.6

2

58

9.2

9

58

6.6

3

58

9.4

7

58

6.8

0

58

9.5

8

58

6.9

6

58

9.8

6

58

6.9

6

59

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58

7.1

1

59

0.5

7

58

7.2

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59

0.7

7

58

7.4

1

59

0.9

2

58

7.5

6

59

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9

58

7.7

1

59

0.8

5

58

7.8

6

59

1.4

0

58

8.0

0

59

1.1

4

58

8.0

4

59

1.3

9

0+000 0+020 0+040 0+060 0+0800+100

0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260

0+

25

0.0

00

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

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7-18-19-W2M

18-18-19-W2M

WIN

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S

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INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159


STA 0+000 TO 0+30012TH AVENUE NPLAN AND PROFILE

10220180088


PLAN

SCALE 1:500

PROFILE

SCALE H 1:500

V 1:50

CURRENT SHEET

REMOVE PLUG, CONNECT

TO EXISTING 350Ø PVC

MAIN AND INSTALL

350x300mm REDUCER

17.19

CASELESS BORE

300x200mm

TEE

EX. CULVERT

N INV: 589.58

S INV: 589.54

EX. CULVERT

N INV: 590.50

S INV: 590.46

HYDRANT C/W 300X150mm TEE

150mm LEAD, VALVE, AND BOX

300Ø 90° BEND

300Ø 90° BEND

300Ø GATE

VALVE

6.2

0

AutoCAD SHX Text

18

PLAN GA3622

A

PLAN 62R44703

B

PLAN 78R18464

M

PLAN 59R13834

B

PLAN 101901462

J1

INLAND DRIVE

PLAN 102213100

35.00 R

OW

0+

000

0+

020

0+

040

0+

060

0+

080

0+

100

0+

120

0+

140

0+

160

0+

180

0+

200

0+

220

0+

240

0+

260

0+

280

0+

300

0+

320

0+

340

N

itro

g

e

n

Nitro

gen

N

itrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitr

ogen

Nitr

ogen

Nitr

ogen NitrogenNitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen Nitrogen Nitrogen Nitrogen Nitro

gen

Nitrogen

Nitrogen

300X300X300 TEE

5.00

588

589

590

591

592

593

594

595

596

597

588

589

590

591

592

593

594

595

596

597

WA

TE

R

TO

P

0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340

591.01

594.39

591.13

594.30

591.25

594.22

591.37

594.20

591.48

594.04

591.51

594.08

591.52

594.12

591.53

594.10

591.54

594.12

591.55

594.19

591.56

594.25

591.57

594.31

591.58

594.29

591.59

594.19

591.60

594.14

WT

R T

OP

EX

G

RO

UN

D

100.89m

300∅ P

VC

WT

R @

0.5

9%

290.51m 300∅ PVC WTR @ 0.05%

T

O

P

5

9

0

.

9

1

m

T

O

P

5

9

1

.

5

0

m


AT PIPE CL

ST

A 0+

138.843

WT

R V

ALV

E

ST

A 0+

142.843

WT

R H

YD

RA

NT

/P

VI

ST

A 0+

255.305

WT

R V

ALV

E

ST

A 0+

259.305

WT

R H

YD

RA

NT

ST

A 0+

335.062

WT

R V

ALV

E

ST

A 0+

339.062

WT

R H

YD

RA

NT

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

ST

A 0+

041.949

CA

SE

D B

OR

ED

30.0m

594.37

HY

DR

AN

T

FLA

NG

E

594.64

HY

DR

AN

T

FLA

NG

E

594.47

HY

DR

AN

T

FLA

NG

E

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

10

3.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159


STA 0+000 TO 0+340INLAND DRIVEPLAN AND PROFILE

10320180088


PROFILE

SCALE H 1:500

V 1:50

PROFILE

SCALE 1:500

CURRENT SHEET



300Ø GATE VALVE



300Ø GATE VALVE



300Ø GATE VALVE

PRAXAIR NITROGEN LINE

0+

33

8.0

62

3.00

AutoCAD SHX Text

18

Plan 102213100Plan 102213100

0+

340

0+

360

0+

380

0+

400

0+

420

0+

440

0+

460

0+

480

0+

500

0+

520

0+

540

0+

560

0+

580

0+

600

0+

620

0+

640

0+

660

0+

680

Nitrogen

Nitrogen

NitrogenNitro

genNitro

genNitrogen

Nitrogen Nitrogen Nitrogen Nitrogen Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

NitrogenNitro

gen

Nitrogen Nitrogen

NitrogenNitrogen

Nitrogen

Nitrogen

NitrogenNitrogen

Nitrogen

Nitr

ogen

Nitr

ogen

PLAN 102213100

PLAN 78R18464

M

PLAN 00RA03686

PLAN 73R02107

PLAN 73R02107

PLAN 59R13834

B

INLAND DRIVE

GO

TT

SE

LIG

D

RIV

E

588

589

590

591

592

593

594

595

596

597

588

589

590

591

592

593

594

595

596

597

WA

TE

R

TO

P

0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+690

591.61

594.21

591.62

594.32

591.63

594.28

591.64

594.27

591.62

594.94

591.54

594.50

591.46

594.41

591.38

594.82

591.30

594.19

591.22

594.29

591.14

594.82

591.05

594.18

590.97

594.20

590.88

594.77

590.80

594.27

590.71

593.85

590.62

594.54

590.58

593.79

WT

R T

OP

EX

G

RO

UN

D

112.79m 300∅

PVC WTR @

0.44%

155.40m 300∅

PVC WTR @

0.40%

T

O

P

5

9

1

.

6

4

m

T

O

P

5

9

1

.

0

2

m


AT PIPE CL

ST

A 0+

427.812

WT

R V

ALV

E

ST

A 0+

431.812

WT

R H

YD

RA

NT

/P

VI

ST

A 0+

519.821

WT

R V

ALV

E

ST

A 0+

523.821

WT

R H

YD

RA

NT

ST

A 0+

633.171

WT

R V

ALV

E

ST

A 0+

637.171

WT

R H

YD

RA

NT

16.95

CASELESS BORE

15.94

CASELESS BORE

16.94

CASELESS BORE

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

ST

A 0+

629.181

300x300x300 T

EE

ST

A - 0+

587.212

WA

TE

R P

VI

594.55

HY

DR

AN

T

FLA

NG

E

594.02

HY

DR

AN

T

FLA

NG

E

593.88

HY

DR

AN

T

FLA

NG

E

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

10

4.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159



10420180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500

35.00 R

OW

22.91

CASELESS BORE

25.94

CASELESS BORE

21.35

CASELESS BORE



300Ø GATE VALVE



300Ø GATE VALVE



300Ø GATE VALVE

45°BEND

EX. CULVERT

W INV: 594.09

E INV: 594.10

EX. CULVERT

W INV: 594.34

E INV: 594.29

EX. CULVERT

W INV: 593.92

E INV: 599.91

EX. CULVERT

W INV: 593.87

E INV: 593.81

EX. CULVERT

W INV: 593.60

E INV: 593.50

EX. CULVERT

W INV: 593.34


5.00

45°BEND

0+

52

1.821

RE

MO

VE

D

0+

64

4.14

0+

640.14

7.00

5.00

3.00

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

0+

680

0+

700

0+

720

0+

740

0+

760

0+

780

0+

800

0+

820

0+

840

0+

860

0+

880

0+

900

0+

920

0+

940

0+

960

0+

980

1+

000

1+

020

Nitrogen

Nitr

ogen

Nitr

ogen

Nitr

ogen

Nitro

gen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen NitrogenNitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen


PLAN 59R13834

PLAN 102113198PLAN 102113198PLAN 73R02107

INLAND DRIVE

PLAN 102213100

35.00 R

OW

586

587

588

589

590

591

592

593

594

595

586

587

588

589

590

591

592

593

594

595

WA

TE

R

TO

P

0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020

590.53

593.56

590.39

593.67

590.24

593.64

590.09

593.84

589.94

592.93

589.79

592.80

589.53

593.15

589.23

592.36

588.93

592.18

588.62

591.86

588.32

591.85

588.11

591.53

587.95

591.88

587.79

591.22

587.62

591.70

587.46

590.88

587.34

591.11

WT

R T

OP

EX

G

RO

UN

D

100.4

7m

300∅

PV

C W

TR

@ 0

.82%

104.3

0m

300∅

PV

C W

TR

@ 0

.75%

99.97m

300∅

P

V

C

W

T

R

@

1.52%

T

O

P

5

9

0

.

5

3

m

T

O

P

5

8

9

.

7

5

m

T

O

P

5

8

7

.

4

1

m


AT PIPE CL

100.4

7m

300∅

PV

C W

TR

@ 0

.82%

104.3

0m

300∅

PV

C W

TR

@ 0

.75%

99.97m

300∅

P

V

C

W

T

R

@

1.52%

ST

A - 0+

714.759

WT

R V

ALV

E

ST

A - 0+

718.759

WT

R H

YD

RA

NT

ST

A - 0+

800.297

WT

R V

ALV

E

ST

A - 0+

804.297

WT

R H

YD

RA

NT

/P

VI

ST

A - 0+

900.272

WT

R V

ALV

E

ST

A - 1+

000.738

WT

R V

ALV

E

ST

A - 1+

004.738

WT

R H

YD

RA

NT

/P

VI

14.53

CASELESS

BORE

19.40

CASELESS BORE

20.75

CASELESS BORE

20.33

CASELESS BORE

20.18

CASELESS BORE

22.94

CASELESS BORE

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

ST

A - 0+

700.000

WA

TE

R P

VI

593.32

HY

DR

AN

T

FLA

NG

E

592.75

HY

DR

AN

T

FLA

NG

E

590.98

HY

DR

AN

T

FLA

NG

E

590.13

HY

DR

AN

T

FLA

NG

E

ST

A - 0+

904.272

WT

R H

YD

RA

NT

/P

VI

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

10

5.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR APPROVAL

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159



10520180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500



300Ø GATE VALVE



300Ø GATE VALVE



300Ø GATE VALVE



300Ø GATE VALVE

EX.CULVERT

W INV: 593.14

E INV: 593.12

EX.CULVERT

W INV: 592.94

E INV: 592.81

EX.CULVERT

W INV: 592.01

E INV: 591.66

EX.CUVLERT

W INV: 590.98

E INV: 590.72

EX.CULVERT

W INV: 590.24

E INV: 590.18

EX.CULVERT

W INV: 590.10

E INV: 590.04


5.0

0

1+

00

2.0

00

0+

99

8.0

00

7.0

0

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

1+

000

1+

020

1+

040

1+

060

1+

080

1+

100

1+

120

1+

140

1+

160

1+

180

1+

200

1+

220

1+

240

1+

260

1+

280

1+

300

1+

320

1+

340

1+

360

Nitrogen Nitrogen Nitrogen Nitrogen NitrogenNitrogen Nitrogen Nitrogen

Nitr

ogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

NitrogenNitrogen

Nitrogen Nitrogen Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

LSD 1-18-18-19 W2M

PLAN 102113198

PLAN 59R13834

INLAND DRIVE

35

.0

0 R

OW

5.0

0

585

586

587

588

589

590

591

592

593

594

585

586

587

588

589

590

591

592

593

594

WA

TE

R

TO

P

1+010 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360

587.34

591.11

587.25

590.55

587.16

590.49

587.07

590.96

586.98

590.22

586.89

590.90

586.81

590.34

586.72

590.37

586.64

590.37

586.55

590.75

586.52

590.19

586.51

590.39

586.51

590.41

586.51

590.40

586.50

590.37

586.53

590.32

586.58

590.45

586.63

590.51

WT

R T

OP

EX

G

RO

UN

D

100.90m 300∅

PVC WTR @

0.46%

100.94m 300∅

PVC WTR @

0.42%

100.91m 300∅ PVC WTR @ 0.02%

100.87m 300∅ PVC WTR @ 0.25%

T

O

P

5

8

6

.

9

4

m

T

O

P

5

8

6

.

5

2

m

T

O

P

5

8

6

.

5

0

m


AT PIPE CL

100.90m 300∅

PVC WTR @

0.46%

100.94m 300∅

PVC WTR @

0.42%

100.91m 300∅ PVC WTR @ 0.02%

100.87m 300∅ PVC WTR @ 0.25%

100.90m 300∅

PVC WTR @

0.46%

100.94m 300∅

PVC WTR @

0.42%

100.91m 300∅ PVC WTR @ 0.02%

100.87m 300∅ PVC WTR @ 0.25%

ST

A - 1+

101.637

WT

R V

ALV

E

ST

A - 1+

105.637

WT

R H

YD

RA

NT

/P

VI

ST

A - 1+

202.578

WT

R V

ALV

E

ST

A - 1+

206.578

WT

R H

YD

RA

NT

/P

VI

ST

A - 1+

300.636

WT

R V

ALV

E

ST

A - 1+

304.636

WT

R H

YD

RA

NT

/P

VI

20.34

CASELESS

BORE

19.73

CASELESS BORE

20.15

CASELESS BORE

20.36

CASELESS BORE

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

589.85

HY

DR

AN

T

FLA

NG

E

589.65

HY

DR

AN

T

FLA

NG

E

590.23

HY

DR

AN

T

FLA

NG

E

PROPOSED FUTURE

DITCH (BY OTHERS)

- NOT IN CONTRACT

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

10

6.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR APPROVAL

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159



10620180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500



300Ø GATE VALVE



300Ø GATE VALVE



300Ø GATE VALVE

EX.CULVERT

W INV: 589.89

E INV: 589.80

EX.CULVERT

W INV: 589.67

E INV: 589.55

EX.CULVERT

W INV: 589.33

E INV: 589.30

EX.CULVERT

W INV: 589.36

E INV: 589.34

EX.CULVERT


1+

096.00

1+

100.00

7.00

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

1+

360

1+

380

1+

400

1+

420

1+

440

1+

460

1+

480

1+

500

1+

520

1+

540

1+

560

1+

580

1+

600

1+

620

1+

638

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen Nitrogen Nitrogen Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen NitrogenNitrogen Nitrogen

NitrogenNitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

INLAND DRIVE

LSD 1-18-18-19-W2M

PLAN 59R13834

35.00 R

OW

585

586

587

588

589

590

591

592

593

594

585

586

587

588

589

590

591

592

593

594

WA

TE

R

TO

P

1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640

586.68

590.29

586.73

590.11

586.73

590.05

586.69

590.00

586.66

589.97

586.62

589.85

586.58

589.70

586.53

589.70

586.46

589.63

586.39

589.75

586.32

589.77

589.90

88.52m 300∅ PVC WTR @ 0.35%

100.96m 300∅ PVC WTR @ 0.19%

T

O

P

5

8

6

.

7

5

m

T

O

P

5

8

6

.

5

6

m

T

O

P

5

8

6

.

2

5

m

WT

R T

OP

EX

G

RO

UN

D


AT PIPE CL

ST

A - 1+

404.362

WT

R V

ALV

E

ST

A - 1+

408.362

WT

R H

YD

RA

NT

/P

VI

ST

A - 1+

505.322

WT

R V

ALV

E

ST

A - 1+

509.322

WT

R H

YD

RA

NT

/P

VI

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

ST

A - 1+

598.380

300X

300X

300 T

EE

ST

A - 1+

598.380

CA

SE

D B

OR

E 30.0m

ST

A - 1+

598.380

WA

TE

R P

VI

ST

A - 1+

625.855

CO

NN

EC

T T

O E

XS

T

ST

A - 1+

625.855

300X

400 R

ED

UC

ER

589.66

HY

DR

AN

T

FLA

NG

E

589.31

HY

DR

AN

T

FLA

NG

E

15.61

CASELESS BORE

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

10

7.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159



10720180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500


27.0m 300Ø CASED BORE



300Ø GATE VALVE



300Ø GATE VALVE

REMOVE PLUG AND CONNECT

TO EXISTING 400Ø PVC MAIN

ELEV.586.22

CUT PIPE TO SUIT

300X400mm REDUCER

300X300X300 TEE

300Ø 90° BEND

27.12m 300Ø PVC

17.0m CASELESS BORE

PROPOSED FUTURE DITCH

(BY OTHERS)

-NOT IN CONTRACT

31.0m 300Ø PVC WTR

29.70m 300Ø PVC WTR

5.00

7.00

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

0+

000

0+

020

0+

040

0+

060

0+

080

0+

100

0+

120

0+

140

0+

160

0+

180

0+

200

0+

220

0+

240

0+

260

0+

280

0+

300

0+

320

0+

340

GOTTSELIG ROAD

PLAN 79R05960

1

PLAN 79R05960

PLAN 73R02107

PLAN 73R02107

PLAN 73R02107 PLAN 73R02107

PLAN 73R02107 PLAN 73R02107

CU

LV

ER

A

VE

NU

E

2 10

1 7

1 2

8

IN

DU

ST

RIA

L D

RIV

E

24.37

300∅ PVC WTR

300∅ PVC WTR

585

586

587

588

589

590

591

592

593

594

585

586

587

588

589

590

591

592

593

594

WA

TE

R

TO

P

0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340

585.40

588.09

585.44

588.21

585.47

588.28

585.51

588.38

585.55

588.38

585.58

588.37

585.62

588.42

585.68

588.20

585.82

588.97

585.96

588.49

585.93

589.30

585.84

588.44

585.75

588.72

585.67

588.41

585.69

588.81

585.76

589.42

585.84

588.47

133.99m 300∅ PVC WTR @ 0.18%

51.0

1m

300∅ P

VC

WT

R @

0.6

9%

81.91m 300∅

PVC WTR @

0.44%

T

O

P

5

8

6

.

0

0

m

T

O

P

5

8

5

.

4

0

m

T

O

P

5

8

5

.

6

4

m

T

O

P

5

8

5

.

9

9

m

T

O

P

5

8

5

.

6

3

m

WT

R T

OP

EX

G

RO

UN

D


AT PIPE CL

ST

A - 0+

067.663

WT

R H

YD

RA

NT

ST

A - 0+

154.039

WT

R H

YD

RA

NT

/P

VI

ST

A - 0+

150.039

WT

R V

ALV

E

ST

A - 0+

282.913

WT

R V

ALV

E/P

VI

ST

A - 0+

286.913

WT

R H

YD

RA

NT

38.93

CASELESS BORE

18.68

CASELESS BORE

15.80

CASELESS BORE

22.13

CASELESS BORE

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

ST

A - 0+

006.188

CO

NN

EC

T T

O E

XS

T S

TU

B

ST

A - 0+

006.188

WT

R 45° B

EN

D

588.34

HY

DR

AN

T

FLA

NG

E

588.50

HY

DR

AN

T

FLA

NG

E

588.45

HY

DR

AN

T

FLA

NG

E

ST

A - 0+

020.000

WT

R 45° B

EN

D

ST

A - 0+

204.759

WT

R C

RO

SS

200x300

588.44

588.75

588.95

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

10

8.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159


0+000 TO 0+340GOTTSELIG ROADPLAN AND PROFILE

10820180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500





300Ø GATE VALVE

300X200X300X200 CROSS



300Ø GATE VALVE

EX.CULVERT

N INV: 588.36

S INV: 588.10

EX.CULVERT

W INV: 587.76

E INV: 587.83

17.77m 300Ø PVC WTR @3.36%

300Ø 45° BEND

300Ø 45° BEND

CONNECT TO EXISTING

350Ø PVC PIPE

4.0

0

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

0+

34

0

0+

36

0

0+

38

0

0+

40

0

0+

42

0

0+

44

0

0+

46

0

0+

48

0

0+

50

0

0+

52

0

0+

54

0

0+

56

0

0+

58

0

0+

60

0

0+

62

0

0+

64

0

0+

66

0

0+

68

0

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

PLAN 732R02107

GOTTSELIG ROAD

IN

LA

ND

D

RIV

E

5

43

3

45

7

1

24

.5

5

300∅ PVC WTR

300∅ PVC WTR

585

586

587

588

589

590

591

592

593

594

595

596

585

586

587

588

589

590

591

592

593

594

595

596

WA

TE

R

TO

P

0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680

58

5.9

2

58

9.0

5

58

6.0

0

58

9.9

2

58

6.0

8

58

8.9

8

58

6.6

1

58

9.3

9

58

7.2

1

59

0.5

9

58

7.8

2

59

0.4

1

58

8.4

2

59

1.8

1

58

9.0

3

59

1.8

8

58

9.6

3

59

2.4

1

59

0.1

5

59

3.3

8

59

0.6

6

59

3.6

6

59

1.1

0

59

4.0

5

59

1.0

2

59

4.4

0

59

0.9

4

59

4.1

9

59

0.8

5

59

4.2

4

76.70m 300∅ PVC W

TR @ 0.41%

5

6

.7

4

m

3

0

0

∅ P

V

C

W

T

R

@

2

.5

5

%

1

1

8

.2

0

m

3

0

0

∅ P

V

C

W

T

R

@

3

.0

2

%

115.85m 300∅ PVC W

TR @ 0.39%

T

O

P

5

9

1

.

1

1

m

T

O

P

5

8

9

.

6

6

m

T

O

P

5

8

6

.

0

9

m

WT

R T

OP

EX

G

RO

UN

D


AT PIPE CL

ST

A - 0

+3

98

.7

63

WT

R V

AL

VE

ST

A - 0

+4

02

.7

63

WT

R H

YD

RA

NT

/P

VI

ST

A - 0

+5

16

.9

61

WT

R V

AL

VE

MIN

2

.7

0m

B

EL

OW

GR

OU

ND

A

T C

L

ST

A - 0

+5

77

.7

04

WA

TE

R P

VI

58

9.0

0

HY

DR

AN

T

FL

AN

GE

59

2.4

4

HY

DR

AN

T

FL

AN

GE

ST

A - 0

+6

48

.3

83

45

B

EN

D 3

00

x3

00

ST

A - 0

+6

45

.1

69

WT

R V

AL

VE

ST

A - 0

+5

20

.9

61

WT

R H

YD

RA

NT

0+

64

9.3

00

58

9.8

0

59

2.8

6

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

10

9.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159


STA 0+340 TO 0+648.38GOTTSELIG ROADPLAN AND PROFILE

10920180088


PROFILE

SCALE 1:500H

1:50 V

PLAN

SCALE 1:500

24.94

CASELESS BORE

30.92

CASELESS BORE

21.79

CASELESS BORE

23.46

CASELESS BORE

27.64

CASELESS BORE



300Ø GATE VALVE



300Ø GATE VALVE

300Ø GATE VALVE

4.0

0

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

-0

+-025

-0

+-020

0+

000

0+

020

0+

040

0+

060

0+

080

0+

100

0+

120

0+

140

0+

160

0+

171

1

2

3

4

5

PLAN 101975193

CASSIE BAY

1

2

T

H

A

V

E

N

U

E

N

.

24

.2

5 R

OW

HDPE HOT TAP

CONNECT TO EXISTING

400Ø LINE

SEE DETAIL 5

200∅ PVC WTR

2

0

0

∅

P

V

C

W

T

R

586

587

588

589

590

591

592

593

586

587

588

589

590

591

592

593

WA

TE

R

TO

P

-0+030 -0+020 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+175

586.10

589.33

586.60

589.39

586.62

589.68

586.64

589.38

586.66

589.54

586.69

589.49

586.71

589.51

586.84

590.12

587.02

590.30

T

O

P

5

8

5

.

5

0

m

T

O

P

5

8

7

.

1

3

m


AT PIPE CL

27.19m 200∅ PVC WTR @ 3.78%

118.42m 200∅ PVC WTR @ 0.11%

45.2

9m

200∅ P

VC

WT

R @

0.9

0%

T

O

P

5

8

5

.

5

0

m

T

O

P

5

8

7

.

1

3

m

T

O

P

5

8

6

.

7

2

m

T

O

P

5

8

7

.

1

3

m

T

O

P

5

8

6

.

5

8

m

WT

R T

OP

EX

G

RO

UN

D

ST

A - 0+

088.450

WT

R V

ALV

E

ST

A - 0+

085.047

WT

R H

YD

RA

NT

ST

A - 0+

172.343

WT

R V

ALV

E

ST

A - 0+

172.343

WT

R H

YD

RA

NT

37.41

CASELESS BORE

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

ST

A - 0+

014.605

22.5° B

EN

D

ST

A - 0+

019.827

CO

NN

EC

T T

O E

XS

T

ST

A - 0+

014.605

WA

TE

R P

VI

ST

A - 0+

127.076

WA

TE

R P

VI

ST

A - 0+

172.343

WT

R 90° B

EN

D

589.42

HY

DR

AN

T

FLA

NG

E

590.05

HY

DR

AN

T

FLA

NG

E

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

11

0.D

WG

DA

TE

: D

ece

mb

er 1

7, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159


STA -0+030 TO 0+175CASSIE BAYPLAN AND PROFILE

11020180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500

14.58

CASELESS BORE

HYDRANT C/W


200X150 REDUCER



200Ø GATE VALVE

200Ø 22.5° BEND

25.70

CASELESS BORE

EX.CULVERT

N INV: 588.47

S INV: 588.26

EX.CULVERT

W INV: 589.35

E INV: 589.31

150Ø 90°BEND

3.0

0

NOTE: EXISTING PRIVATE WATER DISTRIBUTION SYSTEM

PRESENT ON CASSIE BAY, (NO RECORD INFORMATION

AVAILABLE) RECORD INFORMATION LOCATED. CONTRACTOR

TO NOTIFY RM, LOCATE APPLICABLE SHUT OFF, AND HAVE

EMERGENCY SHUT OFF PLAN PRIOR TO EXCAVATION. REPAIR

TO EXISTING LINE IF DAMAGED TO BE DISCUSSED OUTSIDE OF

CONTRACT

4.0

0

200Ø GATE VALVE

5.0

0

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

22

0+

000

0+

020

0+

040

0+

060

0+

080

0+

100

0+

120

0+

140

0+

160

0+

180

0+

200

0+

220

0+

240

0+

260

0+

280

0+

300

0+

320

CULVER AVENUE

1

2

T

H

A

V

E

N

U

E

N

.

2 3 4

12

3

PLAN 00RA11614 (1)

585

586

587

588

589

590

591

592

593

594

585

586

587

588

589

590

591

592

593

594

WA

TE

R

TO

P

0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320

588.00

590.92

587.90

590.79

587.78

590.73

587.66

590.71

587.54

590.62

587.42

590.48

587.30

590.33

587.18

590.29

587.06

589.84

586.97

589.67

586.88

589.65

586.79

589.58

586.70

589.49

586.62

589.41

586.53

589.36

WT

R T

OP

EX

G

RO

UN

D

T

O

P

5

8

8

.

0

0

m

T

O

P

5

8

8

.

0

0

m

T

O

P

5

8

7

.

0

6

m


AT PIPE CL

156.89m 200∅

PV

C W

TR

@ 0.60%

ST

A - 0+

038.900

WT

R V

ALV

E

ST

A - 0+

041.206

WT

R H

YD

RA

NT

ST

A - 0+

194.094

WT

R V

ALV

E

ST

A - 0+

198.094

WT

R H

YD

RA

NT

/P

VI

ST

A - 0+

276.196

WT

R V

ALV

E

ST

A - 0+

280.196

WT

R H

YD

RA

NT

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

ST

A - 0+

036.488

WT

R 22.5° B

EN

D

589.82

HY

DR

AN

T

FLA

NG

E

589.50

HY

DR

AN

T

FLA

NG

E

590.90

HY

DR

AN

T

FLA

NG

E

ST

A - 0+

035.057

WT

R T

EE

591.30

589.95

589.65

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

11

1.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

1

1

0

RM OF SHERWOOD #159


STA 0+000 TO 0+320CULVER AVENUEPLAN & PROFILE

11120180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500

28.57

CASELESS BORE



200Ø GATE VALVE



200Ø GATE VALVE



200Ø GATE VALVE

200Ø 22.5° BEND

EX.CULVERT

W INV: 590.74

E INV: 590.71

EX.CULVERT

W INV: 589.19

E INV: 589.19

296.05 200Ø PVC

WTR

@ 0.44%

300x200 TEE

4.0

0

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

0+

320

0+

340

0+

360

0+

38

0

0+

40

0

0+

420

0+

440

0+

460

0+

480

0+

50

0

0+

52

0

0+

54

0

0+

560

0+

580

0+

600

0+

620

0+

64

0

0+

660

CULVER AVENUE

GO

TT

SE

LIG

R

OA

D

PLAN 73R02107

1054

PLAN 98RA26568

14

584

585

586

587

588

589

590

591

592

593

584

585

586

587

588

589

590

591

592

593

WA

TE

R

TO

P

0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660

58

6.4

4

58

9.3

9

58

6.3

5

58

9.1

3

58

6.2

6

58

9.2

0

58

6.1

7

58

9.1

4

58

6.0

9

58

8.9

5

58

6.0

0

58

8.6

7

58

5.9

1

58

8.5

2

58

5.8

2

58

8.4

9

58

5.7

6

58

8.4

5

58

5.8

1

58

9.1

6

58

5.8

5

58

8.5

1

58

5.9

0

58

8.5

6

58

5.9

5

58

9.0

4

58

6.0

0

58

8.7

8

58

5.9

3

58

8.5

5

58

5.8

5

58

8.4

1

58

5.7

7

58

8.5

1

WT

R T

OP

EX

G

RO

UN

D

105.62m 200∅ PVC WTR @ 0.24%

296.24m 200∅

PVC WTR @

0.44%

T

O

P

5

8

5

.

7

5

m

T

O

P

5

8

6

.

0

0

m


AT PIPE CL

ST

A - 0

+3

95

.1

77

WT

R V

AL

VE

ST

A - 0

+3

99

.1

77

WT

R H

YD

RA

NT

ST

A - 0

+4

90

.3

31

WT

R V

AL

VE

ST

A - 0

+4

94

.3

31

WT

R H

YD

RA

NT

ST

A - 0

+5

97

.6

73

WT

R V

AL

VE

ST

A - 0

+5

99

.9

49

WT

R H

YD

RA

NT

/P

VI

MIN

2

.7

0m

B

EL

OW

GR

OU

ND

A

T C

L

58

9.0

0

HY

DR

AN

T

FL

AN

GE

58

8.5

1

HY

DR

AN

T

FL

AN

GE

58

8.8

1

HY

DR

AN

T

FL

AN

GE

ST

A - 0

+5

93

.6

94

WT

R C

RO

SS

ST

A - 0

+5

73

.3

02

WT

R V

AL

VE

0+

40

3.0

0

0+

40

7.0

0

58

9.0

8

0+

49

5.5

0

0+

49

9.5

0

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

11

2.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

1

0

0

RM OF SHERWOOD #159


STA 0+320 TO 0+660CULVER AVENUEPLAN & PROFILE

11220180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500

23.53

CASELESS BORE

16.42

CASELESS BORE

21.89

CASELESS BORE

20.69

CASELESS BORE



200Ø GATE VALVE



200Ø GATE VALVE



200Ø GATE VALVE

EX. CULVERT

W INV: 588.85

E INV: 588.74

EX.CULVERT

W INV: 588.48

E INV: 588.25

EX.CULVERT

W INV: 588.17

E INV: 588.22

4.00

200Ø GATE VALVE

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

KK

0+

660

0+

680

0+

700

0+

720

0+

740

0+

760

0+

780

0+

800

0+

820

0+

840

0+

860

0+

880

0+

900

0+

920

0+

940

0+

960

0+

980

1+

000

CULVER AVENUE

1

7 8 9

10 9

PLAN 73R02107

PLAN 102172856

PLAN 102253687

PLAN 102113198

24.44 R

OW

584

585

586

587

588

589

590

591

592

584

585

586

587

588

589

590

591

592

WA

TE

R

TO

P

0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000

585.69

588.49

585.61

588.39

585.53

588.24

585.46

588.21

585.38

588.22

585.28

588.12

585.16

588.06

585.05

588.11

584.93

588.09

584.81

588.06

584.78

588.17

584.85

588.13

584.91

588.18

584.98

588.25

585.05

588.39

585.11

588.38

585.18

588.51

WT

R T

OP

EX

G

RO

UN

D

168.96m 200∅ PVC W

TR @ 0.39%

99.51m 200∅

PV

C W

TR

@ 0.59%

T

O

P

5

8

5

.

3

3

m

T

O

P

5

8

4

.

7

5

m


AT PIPE CL

ST

A - 0+

764.913

WT

R V

ALV

E

ST

A - 0+

768.913

WT

R H

YD

RA

NT

/P

VI

ST

A - 0+

864.427

WT

R V

ALV

E

ST

A - 0+

868.427

WT

R H

YD

RA

NT

ST

A - 0+

963.923

WT

R V

ALV

E

ST

A - 0+

967.923

WT

R H

YD

RA

NT

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

588.17

HY

DR

AN

T

FLA

NG

E

588.19

HY

DR

AN

T

FLA

NG

E

588.36

HY

DR

AN

T

FLA

NG

E

0+

863.000

0+

853.000

PROFILE

SCALE H 1:500

V 1:50

PLAN

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

11

3.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159


STA 0+660 TO 1+000CULVER AVENUEPLAN AND PROFILE

11320180088


SCALE 1:500



200Ø GATE VALVE



200Ø GATE VALVE



200Ø GATE VALVE


(BY OTHERS)

- NOT IN CONTRACT

EX.CULVERT

N INV: 587.49

S INV: 587.65

4.0

0

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

1+

000

1+

020

1+

040

1+

060

1+

080

1+

100

1+

120

1+

140

1+

160

1+

180

1+

192

CULVER AVENUE

77

10

11

11 A

PLAN 102253687

PLAN 102140916PLAN 102113196

PLAN 102172856

PLAN 102253687

PLAN 102113198

24.38 R

OW

DA

VIE

S R

OA

D

584

585

586

587

588

589

590

591

592

584

585

586

587

588

589

590

591

592

WA

TE

R

TO

P

1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+192

585.25

588.60

585.31

588.58

585.38

588.61

585.45

588.65

585.51

588.64

585.58

588.64

585.65

588.69

585.71

589.00

585.50

589.35

WT

R T

OP

EX

G

RO

UN

D

T

O

P

5

8

5

.

7

5

m

T

O

P

5

8

5

.

2

5

m


AT DITCH CL

ST

A - 1+

063.608

WT

R V

ALV

E

ST

A - 1+

067.608

WT

R H

YD

RA

NT

ST

A - 1+

163.935

WT

R V

ALV

E

ST

A - 1+

158.267

WT

R H

YD

RA

NT

/P

VI

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

588.64

HY

DR

AN

T

FLA

NG

E

588.93

HY

DR

AN

T

FLA

NG

E

ST

A - 1+

188.126

WT

R 90° B

EN

D

ST

A - 1+

168.768

WT

RN

T

EE

&

90° B

EN

D

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

11

4.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR APPROVAL

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159


STA 1+000 TO 1+192CULVER AVENUEPLAN AND PROFILE

11420180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500



200Ø GATE VALVE



200Ø GATE VALVE

200Ø 90° BEND


(BY OTHERS)

4.0

0

200 X150mm TEE

150Ø 90° BEND

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

25.00 R

OW

200∅ PVC WTR

200∅ PVC WTR

584

585

586

587

588

589

590

591

592

584

585

586

587

588

589

590

591

592

WA

TE

R

TO

P

0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+2200+225

588.02

588.02

588.09

588.09

588.16

588.16

588.24

588.24

588.31

588.31

588.33

588.33

588.34

588.34

588.48

588.48

588.53

588.53

588.56

588.56

88.7

0m

200∅

PV

C W

TR

@ 0

.79%

104.60m 200∅ PVC WTR @ 0.01%

T

O

P

5

8

5

.

9

6

m

T

O

P

5

8

5

.

2

6

m

WT

R T

OP

EX

G

RO

UN

D


AT PIPE CL

T

O

P

5

8

5

.

9

6

m

T

O

P

5

8

5

.

2

5

m

ST

A - 0+

104.598

WT

R V

ALV

E

ST

A - 0+

108.625

WT

R H

YD

RA

NT

/P

VI

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

588.32

HY

DR

AN

T

FLA

NG

E

ST

A - 0+

005.993

CO

NN

EC

T T

O E

XS

T

ST

A - 0+

005.993

300X

200 R

ED

UC

ER

ST

A - 0+

204.472

WT

R 90° B

EN

D


(BY OTHERS)

5

8

5

.

6

0

5

8

5

.

0

4

5

8

5

.

0

6

T

O

P

5

8

5

.

2

3

m

0+

106.000

0+

110.000

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

RA

WIN

GS

\D

ES

IG

N D

RA

WIN

GS

\2

01

80

08

8_

11

5.D

WG

DA

TE

: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR APPROVAL

ISSUED FOR TENDER

2

1

0

RM OF SHERWOOD #159


STA 0+000 TO 0+219DAVIES ROADPLAN AND PROFILE

11520180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500

DAVIES ROAD

IN

DU

ST

RIA

L D

RIV

E

CU

LV

ER

A

VE

NU

E

LS.8

6 7

PLAN 102253687 PLAN 102253687



200Ø GATE VALVE

300X200mm REDUCER

CONNECT TO EXST 300Ø STUB

4.5

0

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

0+

300

0+

320

0+

340

0+

360

0+

380

0+

400

0+

420

0+

440

0+

460

0+

480

0+

500

0+

520

0+

540

0+

560

0+

580

0+

600


Nitrogen

NitrogenNitrogen Nitrogen Nitrogen Nitrogen


Nitrogen

NitrogenNitrogen

Nitrogen Nitrogen

Nitrogen

NitrogenNitrogen


Nitrogen

Nitrogen


10

WINNIPEG STREET N.

G H

PLAN 00RA06111 PLAN 78R58304

L

KJ

F

PLAN 101913230PLAN 00RA0611

PLAN 96RA12750

587

588

589

590

591

592

593

594

595

596

587

588

589

590

591

592

593

594

595

596

WA

TE

R

TO

P

0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600

58

8.5

0

59

1.5

3

58

8.5

7

59

1.7

0

58

8.8

1

59

1.9

5

58

9.0

5

59

2.0

8

58

9.2

9

59

2.2

1

58

9.5

3

59

2.3

9

58

9.7

7

59

2.5

6

59

0.0

0

59

2.8

3

59

0.2

3

59

3.0

2

59

0.4

6

59

3.2

1

59

0.6

9

59

3.4

6

59

0.9

2

59

3.9

3

59

1.1

5

59

4.2

8

59

1.3

8

59

4.4

9

59

1.6

1

59

4.9

0

107.7

6m

200∅ P

VC

W

TR

@

1.2

0%

157.6

2m

200∅ P

VC

W

TR

@

1.1

5%

T

O

P

5

8

8

.

5

7

m

T

O

P

5

8

9

.

8

6

m

WT

R T

OP

EX

G

RO

UN

D


AT PIPE CL

16.27

CASELESS BORE

16.75

CASELESS BORE

16.67

CASELESS BORE

MIN

2

.7

0m

B

EL

OW

GR

OU

ND

A

T C

L

ST

A - 0

+3

36

.4

05

WT

R V

AL

VE

ST

A - 0

+3

40

.4

05

WT

R H

YD

RA

NT

ST

A - 0

+4

43

.6

86

WT

R V

AL

VE

ST

A - 0

+4

47

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86

WT

R H

YD

RA

NT

/P

VI

ST

A - 0

+5

53

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33

WT

R V

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A - 0

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57

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WT

R H

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NT

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40

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05

WA

TE

R P

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59

1.4

4

HY

DR

AN

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FL

AN

GE

59

4.2

6

HY

DR

AN

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FL

AN

GE

59

2.3

3

HY

DR

AN

T

FL

AN

GE

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

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CT

S\2

01

80

08

8 - S

IP

W

AT

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LIN

E E

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AN

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DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159


STA 0+300 TO 0+600WINNIPEG STREETPLAN AND PROFILE

11720180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500




200Ø GATE VALVE



200Ø GATE VALVE



200Ø GATE VALVE

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

0+

30

0

0+

32

0

0+

340

0+

36

0

0+

38

0

0+

40

0

0+

420

0+

44

0

0+

46

0

0+

48

0

0+

500

0+

52

0

0+

540

0+

56

0

0+

580

0+

60

0


Nitrogen

NitrogenNitrogen Nitrogen Nitrogen Nitrogen


Nitrogen


NitrogenNitrogen

Nitrogen

NitrogenNitrogen

NitrogenNitrogen

Nitrogen


10

WINNIPEG STREET N.

G H

PLAN 00RA06111 PLAN 78R58304

L

KJ

F

PLAN 101913230PLAN 00RA0611

PLAN 96RA12750

587

588

589

590

591

592

593

594

595

596

587

588

589

590

591

592

593

594

595

596

WA

TE

R

TO

P

0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600

588.50

591.53

588.57

591.70

588.81

591.95

589.05

592.08

589.29

592.21

589.53

592.39

589.77

592.56

590.00

592.83

590.23

593.02

590.46

593.21

590.69

593.46

590.92

593.93

591.15

594.28

591.38

594.49

591.61

594.90

107.7

6m

200∅ P

VC

W

TR

@

1.2

0%

157.6

2m

200∅ P

VC

W

TR

@

1.1

5%

T

O

P

5

8

8

.

5

7

m

T

O

P

5

8

9

.

8

6

m

WT

R T

OP

EX

G

RO

UN

D


AT PIPE CL

16.27

CASELESS BORE

16.75

CASELESS BORE

16.67

CASELESS BORE

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

ST

A - 0+

336.405

WT

R V

ALV

E

ST

A - 0+

340.405

WT

R H

YD

RA

NT

ST

A - 0+

443.686

WT

R V

ALV

E

ST

A - 0+

447.686

WT

R H

YD

RA

NT

/P

VI

ST

A - 0+

553.533

WT

R V

ALV

E

ST

A - 0+

557.533

WT

R H

YD

RA

NT

/P

VI

ST

A - 0+

340.405

WA

TE

R P

VI

591.44

HY

DR

AN

T

FLA

NG

E

594.26

HY

DR

AN

T

FLA

NG

E

592.33

HY

DR

AN

T

FLA

NG

E

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

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KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159



11720180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500




200Ø GATE VALVE



200Ø GATE VALVE



200Ø GATE VALVE

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

0+

600

0+

620

0+

640

0+

660

0+

680

0+

700

0+

720

0+

740

0+

760

0+

780

0+

795

0+683.74

Nitrogen Nitrogen


Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitrogen

Nitro

gen

Nitro

gen

Nitro

gen

Nitrogen

F

PLAN 96RA12750

WINNIPEG STREET N.

5.00

592

593

594

595

596

597

598

599

600

601

592

593

594

595

596

597

598

599

600

601

WA

TE

R

TO

P

0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+795

5

9

.9

3

m

2

0

0

∅ P

V

C

W

T

R

@

2

.1

5

%

T

O

P

5

9

1

.

6

7

m

T

O

P

5

9

4

.

9

6

m

T

O

P

5

9

6

.

2

5

m

592.15

595.34

592.80

595.81

593.45

596.37

594.09

596.89

594.74

597.32

595.25

597.78

595.68

598.23

596.11

598.71


AT PIPE CL

101.38m 200∅ PVC WTR @ 3.24%

5

9

.9

3

m

2

0

0

∅ P

V

C

W

T

R

@

2

.1

5

%

WT

R T

OP

EX

G

RO

UN

D

ST

A - 0+

654.541

WT

R V

ALV

E

ST

A - 0+

658.541

WT

R H

YD

RA

NT

/P

VI

ST

A - 0+

761.604

WT

R V

ALV

E

ST

A - 0+

765.604

WT

R H

YD

RA

NT

/P

VI

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

ST

A - 0+

766.930

PLU

G

596.13

HY

DR

AN

T

FLA

NG

E

598.55

HY

DR

AN

T

FLA

NG

E

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

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4

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B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

BFBF

BFBF

BFBF

OCT 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ISSUED FOR TENDER

ISSUED FOR APPROVAL

2

1

0

RM OF SHERWOOD #159



11820180088


PROFILE

SCALE H 1:500

V 1:50

PLAN

SCALE 1:500




200Ø GATE VALVE



200Ø GATE VALVE

200Ø PLUG

1.0

0

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

0

+

2

2

0

0

+

2

4

0

0

+

2

6

0

0

+

2

8

0

0

+

3

0

0

0

+

3

2

0

0

+340

0+

360

0+

380

0+

400

0+

42

0

0+

44

0

0+

46

0

0+

480

0+

500

0+

520

0+

540

0+

560

0+

703

0+

720

0+

740

0+

760

0+

780

0+

800

0+

820

0+

840

0+

860

0+

880

0+

900

0+

920

0+000

0+020

0+040

0+060

0+

660

0+

680

0+

686

N

itro

g

e

n

Nitrogen

N

itrogen

0+

940

0+

960

0+

980

1+

000

1+

020

1+

040

1+

060

1+

080

1+

100

1+

120

1+

134

0+

940

0+

953

0+942.22

0+936.820+936.82

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

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HA

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4

-7

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VE

N

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WG

DA

TE

: D

ece

mb

er 1

7, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

MLW

MLW

BFBF

BFBF

BFBF

BFBF

BFBF

OCT 2019

JULY 2019

JUNE 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

ADDITIONAL WATERMAIN

HYDRANT DELETION

ISSUED FOR TENDER

ISSUED FOR REVIEW

4

3

2

1

0

RM OF SHERWOOD #159


REPLACEMENTHYDRANT INSTALLATION &12TH AVENUE N.

11920180088

2520AS NOTEDAUGUST 2018

PLAN

SCALE 1:500

PLAN

SCALE 1:500

PLAN

SCALE 1:500

HYDRANT C/W 150X100mm HOT TAP,

100X150mm REDUCER,


SEE DETAIL 3


100X150mm REDUCER,


SEE DETAIL 3


100X150mm REDUCER,


SEE DETAIL 3

REMOVE AND REPLACE


CONNECT TO VALVE AND LEAD

SEE DETAIL 2

REMOVE AND REPLACE EXISTING

HYDRANTS AND CONNECT TO

EXISTING AND LEAD

SEE DETAIL 2

ALE

XA

ND

ER

A

VE

NU

E

IN

LA

ND

D

RIV

E

12TH AVENUE N.

12T

H A

VE

NU

E N

.

12TH AVE N.

REMOVE AND REPLACE


CONNECT TO EXISTING LEAD

C/W MECHANICAL COUPLING

SEE DETAIL 2

CU

LV

ER

AV

EN

UE

HYDRANT TO BE REMOVED

FROM CONTRACT

REMOVE AND REPLACE EXISTING

HYDRANTS AND CONNECT TO

EXISTING LEAD

SEE DETAIL 2

REVISED AS PER DRAWINGS

SHEET NO. 122, 123, & 124

TO BE COMPLETED OUTSIDE

OF CONTRACT

AutoCAD SHX Text

AC

AutoCAD SHX Text


AutoCAD SHX Text

100%%cW

AutoCAD SHX Text


AutoCAD SHX Text

25%%cW

AutoCAD SHX Text

AC

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text


AutoCAD SHX Text

100%%cW

AutoCAD SHX Text


AutoCAD SHX Text

25%%cW

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text


AutoCAD SHX Text

50%%cW

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text


AutoCAD SHX Text

50%%cW

AutoCAD SHX Text

AC

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

860%%c STEEL 1980

AutoCAD SHX Text

SEE U:1096-4

AutoCAD SHX Text

200%%c AC

AutoCAD SHX Text


AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text


AutoCAD SHX Text

750%%C GV

AutoCAD SHX Text

150%%C GV

AutoCAD SHX Text

200%%C GV

AutoCAD SHX Text

150%%cW

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

860%%c STEEL 1980

AutoCAD SHX Text

SEE U:1096-4

AutoCAD SHX Text

200%%c AC

AutoCAD SHX Text


AutoCAD SHX Text

150%%c AC

AutoCAD SHX Text


AutoCAD SHX Text

750%%C GV

AutoCAD SHX Text

150%%C GV

AutoCAD SHX Text

200%%C GV

AutoCAD SHX Text

150%%cW

AutoCAD SHX Text

AC

AutoCAD SHX Text

18

AutoCAD SHX Text

CURRENT SHEET

PIPE FITTING

WIRE

PRIMER

PRIME AND COAT CADWELD

WITH DENSO OR AS APPROVED

THERMITE WELD

CARRY OUT CADWELD IN

ACCORDANCE WITH SPECIFICATIONS

ENSURE CONTACT SURFACES

ARE CLEANED TO BARE SHINY

METAL PRIOR TO ATTACHMENT

150Ø C900 PVC

HYDRANT LEAD

150Ø GATE VALVE.

REFER TO

DRAWING W-15

MINIMUM 3 METRE

LONG # 6 DIRECT

BURIAL CABLE PER

SPECIFICATIONS

ZINC ANODE PER SPECIFICATIONS.

INSTALL BELOW LEVEL OF

HYDRANT AND AT LEAST ONE

METRE CLEAR OF PIPING.

COPPER SLEEVE

OVER WIRE

WIRE

STARTING POWDER

WELD METAL (IGNITES AND

BURNS THROUGH DISC)

CAVITY IN WELDER

METAL DISC

PIPE OR FITTING

FLINT GUN (IGNITES

STARTING POWDER)

WIRE

PIPE OR FITTING

PRIMER

THERMITE WELD

COAT AND WRAP CADWELD WITH

APPROVED MASTIC SYSTEM

WELD METAL

PLASTIC CAPSULE & LID

STARTING POWDER

(SQUEEZE CAPSULE TO

REMOVE)

CADWELD

FINISHED WELD

WELD METAL CAPSULE

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

SE

4

-7

\D

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WIN

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\D

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N D

RA

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\2

01

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8_

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WG

DA

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: D

ece

mb

er 1

3, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

BEJC

MLW

MLW

MLW

BFBF

BFBF

BFBF

BFBF

OCT 2019

JUNE 2019

AUG 2018

AUG 2018

ISSUED FOR AS-BUILT

REVISED DETAIL 2

ISSUE FOR TENDER

ISSUED FOR REVIEW

3

2

1

0

RM OF SHERWOOD #159


DETAILS

12020180088


1

-

N.T.S.

TYPICAL FIRE HYDRANT

MIN

. C

OV

ER

10

0

SLOPE SLOPE

1000

VARIES

CONCRETE THRUST BLOCK

150Ø WATERMAIN

PLAN

SECTION


POURED EITHER SIDE OF VALVE

TO BEAR AGAINST

UNDISTURBED TRENCH WALLS

150Ø GATE

VALVE & BOX.

38x89x1000 WOOD

(PAINTED) MARKER

150mm THICK

CONCRETE BASE

MIN. 450x450x100 CONCRETE

BASE


DRAIN TO HAVE FREE

ACCESS TO

GRANULAR POCKET

150 FIRE HYDRANT OF

APPROVED MAKE, AUTOMATIC,

SELF DRAINING, HYDRANT

PUMPER NOZZLE TO FACE

STREET - PLUMB

1000

PL

1000

PL

4

-

N.T.S.

CATHODIC PROTECTION OF HYDRANT USING CADWELD CONNECTION

SECTION

EXISTING

400Ø HDPE

HDPE DR11 MOLDED

ELECTROFUSION LARGE

BRANCH SADDLE

400Ø X 200Ø

TAPPING GATE

VALVE

200Ø HDPE

FLANGE ADAPTER

c/w FLANGE

FUSIONABLE

JOINT

EXISTING

400Ø HDPE

PLAN

200Ø PVC

200Ø PVC

TAPPING GATE

VALVE

200Ø HDPE

FLANGE ADAPTER

c/w FLANGE


BASE


DRAIN TO HAVE FREE

ACCESS TO

GRANULAR POCKET

NEW 150 FIRE HYDRANT OF




STREET - PLUMB

MIN

. C

OV

ER

SLOPE SLOPE

EXISTING

150Ø WATERMAIN

2000 ±

10

0

1000

PL

2000 ±

1000

PL

REMOVE EXISTING

CONCRETE TRUST BLOCK

REMOVE EXISTING

FIRE HYDRANT

EXISTING

VARIES

INSTALL NEW VALVE BOX

MECHANICAL

COUPLING

SECTION

PLAN

38x89x1000 WOOD

(PAINTED) MARKER

2

-

N.T.S.

REPLACE FIRE HYDRANT ON EXISTING

10

0

SLOPE SLOPE

1000

VARIES

CONCRETE

THRUST BLOCK

150Ø WATERMAIN

SECTION


POURED EITHER SIDE OF VALVE

TO BEAR AGAINST

UNDISTURBED TRENCH WALLS

150Ø GATE

VALVE & BOX.

38x89x1000 WOOD

(PAINTED) MARKER

150mm THICK

CONCRETE BASE


BASE


DRAIN TO HAVE FREE

ACCESS TO

GRANULAR POCKET

150 FIRE HYDRANT OF




STREET - PLUMB

1000

1000

MIN

. C

OV

ER

EXISTING 150Ø AC

STAINLESS STEEL

TAPPING SLEEVE

150Ø X 100Ø

TAPPING GATE

VALVE

100Ø PVC

WATERMAIN

150Ø X 100Ø

REDUCER

100Ø WATERMAIN

PLAN

STAINLESS STEEL

TAPPING SLEEVE

150Ø X 100Ø

3

-

N.T.S.

HOT TAP FIRE HYDRANT ON EXISTING 150Ø AC LINE

5

-

N.T.S.

HDPE HOT TAP TO EXISTING HDPE

7

-

N.T.S.

TYPICAL CADWELD DESCRIPTION AND DETAILS

6

-

N.T.S.

BORED AND CASED CROSSING

CARRIER PIPE

STEEL CASING PIPE

@ END OF CASING

DETAIL-PIPE SUPPORT

SUPPORT

SECTION-PIPE

450Ø COMMERCIAL GRADE STEEL,

WELDED JOINTS CASING PIPE.

CASING SPACER

APS PE CASING SPACERS AS

PER MANUFACTURERS

RECOMMENDATIONS

1. The casing shall be steel pipe. Minimum casing wall thickness as indicated on the

drawings, and to be selected by the contractor such that no deformation occurs during

installation, and that the casing provides a true alignment both vertically and horizontally.

2. The inside diameter of the casing pipe shall be of sufficient size to permit withdrawal of

the carrier pipe without disturbing the road bed.

3. The Casing pipe shall extend a minimum distance of 1.0m outside of the shoulder of the

road bed on each end or as dimensioned.

4. Seal each casing end with permeable grout or mechanical seal. Grouting pressures

should not exceed 675 kPa

5. The main, outside of the bored and cased limit shall be installed by the open trench

method, with bedding & select native backfill.

6. Carrier Pipe Specifications:

Nominal diameter - 300mmØPVC

Grade - DR18, PC 235

Spec - ASTM D1784 (Type 12454B), AWWA C900-07

300Ø PC 235, DR18 PVC,

CONFORMING TO AWWA C900

COMPACTED GRANULAR

BELOW CARRIER PIPE

2

AutoCAD SHX Text

18

NOTE 1: THE USE OF GRANULAR MATERIAL IS RECOMMENDED FOR THE LIFT INDICATED. INSITU

MATERIAL MAY BE USED PROVIDED THAT IT CONFORMS TO THE SPECIFICATIONS AND THAT IT CAN BE

COMPACTED TO THE SPECIFIED DENSITY WITHOUT THE USE OF WHEELED COMPACTION EQUIPMENT

WHEELED COMPACTION

EQUIPMENT MAY NOT BE USED

UNTIL BACKFILL IS COMPACTED

TO THIS POINT

INSITU BACKFILL IN

MAXIMUM COMPACTED LIFT

DEPTH OF 150mm

BEDDING/ HAUNCHING

COMPACTED TO PIPE

SPRINGLINE

100mm MINIMUM

COMPACTED PIPE

BEDDING LAYER

TOP OF PIPE ZONE

PIPE BELL

PIPE BARREL

GRANULAR OR BEDDING

MATERIAL BACKFILLL IN

MAXIMUM COMPACTED LIFT

DEPTH OF 150mm

NOTE:

THIS TRENCH CONFIGURATION IS

REQUIRED ABOVE THE PIPE IF AN

EXCAVATOR IS USED WHICH HAS A

BUCKET WIDTH WIDER THAN THE

WATERMAIN BELL O.D. PLUS 600mm

WHICH IS THE MAXIMUM ALLOWABLE

TRENCH WIDTH TO 300mm ABOVE

TOP OF PIPE.

WHEELED COMPACTION

EQUIPMENT MAY NOT BE

USED UNTIL BACKFILL IS

COMPACTED TO THIS POINT

PIPE BEDDING/ HAUNCHING

COMPACTED TO SPRINGLINE

100mm MINIMUM COMPACTED

PIPE BEDDING LAYER

GRANULAR OR BEDDING

MATERIAL BACKFILL IN

MAXIMUM COMPACTER LIFT

DEPTH OF 150mm

PIPE BELL

PIPE BARREL

INSITU BACKFILL IN MAXIMUM

COMPACTED LIFT DEPTH OF 150mm

BUCKET/SPOON METHOD

BUCKET METHOD

PIPE BELL O.D. PLUS

600mm MAXIUMUM

15

0

300

MAX

300

MAX

15

0

VALVE

BODY

LUG

DO NOT CONNECT

EYELET TO

BONNET BOLTS

GATE VALVE REFER

TO ST'D DWG. W-15

FOR INSTALLATION

REQUIREMENTS

CADWELD

LOCATION

ENSURE SURFACE AREA CONTACTING

EYELET CONNECTION IS CLEANED TO

BARE METAL PRIOR TO CONNECTION.

#6 CABLE AS

SPECIFIED

MIN. 16mm COPPER EYELET

OR SIZE AS REQUIRED.

NOTE: SPADE NOT

ACCEPTABLE

5.4 kg ZINC ANODE(S) AS SPECIFIED.

INSTALL BELOW LEVEL OF VALVE AND

AT LEAST ONE METRE CLEAR OF VALVE.

NOTES:

- VALVES 300mm AND SMALLER REQUIRE A SINGLE ANODE VALVES

350mm AND LARGER REQUIRE TWO (2) ANODES WHICH MUST BE

LOCATED AS DESCRIBED AND ALSO SPACED AT LEAST ONE METRE

APART.

- ANODE LEAD ATTACHMENT TO THE VALVE MAY BE MADE BY

EITHER EYELET OR CADWELD. BOTH OPTIONS ARE DEPICTED ON

THIS DRAWING.

- FOR VALVES 350mm AND LARGER THE ANODE LEADS MAY BE

CONNECTED TO A SINGLE POINT IF EYELET CONNECTION IS USED.

IF CADWELD IS USED THEN A CADWELD CONNECTION MUST BE

PROVIDED FOR EACH LEAD.

WIRE

VALVE

BODY

PRIMER

'DENSO' PRIME AND WRAP

FINISHED CADWELD

THERMITE WELD

ENSURE SURFACE AREA

OF CADWELD IS CLEANED

TO BARE METAL AND DRY

PRIOR TO CADWELDING.

38mm

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

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SIO

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4

-7

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WIN

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80

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9.D

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: D

ece

mb

er 1

6, 2

01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

MLW

MLW

BFBF

BFBF

AUG 2018

AUG 2018

ISSUE FOR TENDER

ISSUED FOR REVIEW

1

0

RM OF SHERWOOD #159


DETAILS

12120180088


8

-

N.T.S.

VALVE AND VALVE BOX

11

-

N.T.S.

WATERMAIN TRENCH EXCAVATION AND BACKFILL DETAIL

12

-

N.T.S.

THRUST BLOCKS

MIN

. C

OV

ER

150mm

THICK

CONCRETE

BASE

CONCRETE THRUST BLOCK POURED

EITHER SIDE OF VALVE TO BEAR

AGAINST UNDISTURBED TRENCH WALLS

38x89x1000

WOOD

(PAINTED)

MARKER

GRADE

VALVE STEM EXTENSION AND

OPERATING NUT

- PLUMB

VALVE BOX ADJUSTABLE C.I.

UPPER SECTION & CAP & PVC

LOWER SECTION - PLUMB

GATE VALVE

WATER

MAIN

THRUST BLOCK AREAS (SQUARE METRES)

BEARING AREAS BASED ON FITTINGS AT 1MPa

PRESSURE AND SOILS WITH A MINIMUM BEARING

STRENGTH OF 100kPa; BEARING AGAINST

UNDISTURBED WALLS.

PIPE DIAMETER50 75 100 150 200 250 300 350 400

FITTING

11.25°, 22.5°- - - 0.20 0.60 1.00 1.40 1.90 2.40

45°, REDUCER0.03 0.05 0.10 0.20 0.60 1.00 1.40 1.90 2.40

90° 0.05 0.10 0.15 0.35 1.20 2.00 2.80 3.70 4.60

TEE, PLUG, VALVE0.04 0.08 0.12 0.25 0.09 1.40 2.00 2.70 3.40

CROSS 0.03 0.05 0.10 0.20 0.60 1.00 1.40 1.90 2.40

REDUCER/PLUG

45° BEND HORIZONTAL 90° BEND

CROSS

PLUG

TEEWYE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

THRUST BLOCKS: SOIL BEARING AREAS (m²)________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

CONCRETE

CONCRETE

10

-

N.T.S.

CATHODIC PROTECTION OF GATE VALVES

9

-

N.T.S.

VALVE ANCHORING

NOTES:

1) DIMENSIONS OF BLOCK AND REQUIRED BEARING AREA ARE

BASED UPON A MAXIMUM TEST/OPERATING PRESSURE OF 689

kPa (100 psi) MINIMUM. WHICH HAS A SAFE LOAD BEARING FROM

CAPACITY OF 70 kPa (10 psi) MINIMUM. FOR ANY CONDITION

WHICH VARIES FROM THESE CONFIRM REQUIRED AREA WITH

THE ENGINEER.

2) ANY VALVE WHICH HAS EITHER 'TYTON' OR MJ STYLE END

CONNECTIONS MUST BE ANCHORED AS SHOWN. THIS INCLUDES

GATE VALVES AND BUTTERFLY VALVES.

12Ø REBAR-EPOXY COATED

OR TAPE WRAPPED

CAST-IN-PLACE

CONCRETE THRUST

AND SUPPORT BLOCK.

REFER TO TABLE FOR

REQUIRED AREA.

2 PLY OF 0.15 THICK

POLYETHYLENE

BETWEEN CONCRETE

AND VALVE

10

0

MIN

.

"X

"

(3

00

M

IN

)

"Y"

VALVE

SIZE

(mm)

REQUIRED AREA - SQ. M

"X" x "Y"

1000 1000

= AREA

100

150

200

250

300

350

400

450

500

600

750

900

0.9

0.18

0.31

0.47

0.67

0.97

1.25

1.56

1.93

2.73

4.20

6.03

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFICALLY DENOTED

OTHERWISE

AutoCAD SHX Text

18

0

+

2

4

0

0

+

2

6

0

0

+

2

8

0

0

+

3

0

0

0

+

3

2

0

0

+340

0+

360

0+

380

0+

400

0+

42

0

0+

440

0+

46

0

0+

480

0+

500

0+

520

0+

540

0+

560

0+

580

300∅ PVC WTR

3

0

0∅ P

V

C

W

T

R

300∅ PVC WTR

10

.5

0

588

589

590

591

592

593

594

595

588

589

590

591

592

593

594

595

WA

TE

R

TO

P

588.35

591.38

588.35

591.29

588.38

591.37

588.55

591.57

588.72

592.26

588.89

592.11

589.05

592.62

589.22

592.94

589.39

592.33

589.56

592.39

589.73

592.58

589.90

592.75

590.12

593.22

590.34

593.62

590.56

593.63

590.78

594.01

590.87

594.23

T

O

P

5

8

8

.

3

5

m

T

O

P

5

8

8

.

3

5

m

T

O

P

5

8

9

.

3

1

m

T

O

P

5

8

9

.

9

0

m

T

O

P

5

9

0

.

7

9

m

40.00m 300∅ PVC WTR @ 0.00%

113.21m 300∅ PVC WTR @ 0.85%

70.0

0m

300∅ P

VC

WT

R @

0.8

4%

80.8

9m

300∅ P

VC

W

TR

@

1.1

0%

0+2350+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580

WT

R T

OP

EX

G

RO

UN

D

18.00

CASELESS BORE

24.50

CASELESS BORE

ST

A - 0+

437.970

WT

R H

YD

RA

NT

ST

A - 0+

440.970

WT

R V

ALV

E

ST

A - 0+

320.140

WT

R H

YD

RA

NT

ST

A - 0+

248.880

WT

R V

ALV

E

ST

A - 0+

558.920

WT

R H

YD

RA

NT

ST

A - 0+

561.920

WT

R V

ALV

E

18.70

CASELESS BORE

ST

A - 0+

562.920

WT

R V

ALV

E

ST

A - 0+

296.730

WA

TE

R P

VI

ST

A - 0+

410.000

WA

TE

R P

VI

ST

A - 0+

480.000

WA

TE

R P

VI

ST

A - 0+

560.886

WA

TE

R P

VI

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

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01

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B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

MLW

BFBF

JULY 2019

CHANGE IN WORK - 1

0

RM OF SHERWOOD #159


ADDITIONAL PIPE INSTALLATION12TH AVENUE N.

12220180088


PLAN

SCALE 1:500

CURRENT SHEET

12TH AVENUE N.

CU

LV

ER

AV

EN

UE


AT PIPE CL



EXISTING HYDRANT TO BE REMOVED

CUT/CAP AND ABANDON LEAD

300Ø GATE VALVE



PROFILE

SCALE H 1:500

V 10:1

EXISTING HYDRANT TO BE REMOVED

CUT/CAP AND ABANDON LEAD



300Ø GATE VALVE

300Ø GATE VALVE

300Ø GATE VALVE

300Ø 11.25° BEND

EXISTING 100mm SERVICE CONNECTION

TO BE REMOVED.

PROVIDE 100Ø GATE VALVE, 100Ø PVC

PIPE, AND CONNECT TO EXISTING 100Ø

SERVICE LINE HOT TAP


TO BE REMOVED.

PROVIDE 50mm SERVICE CONNECTION

TO PROPOSED 300Ø WTR MAIN IN

ACCORDANCE WITH SHERWOOD

INDUSTRIAL PARK-SERVICE CONNECTION

INSTRUCTIONS

AutoCAD SHX Text

18

0+

703

0+

720

0+000

0+020

0+040

0+060

0+

560

0+

580

0+

600

0+

620

0+

640

0+

660

0+

680

0+

686

N

itro

g

e

n

Nitrogen

N

itrogen

590

591

592

593

594

595

596

597

590

591

592

593

594

595

596

597

WA

TE

R

TO

P

103.11m

300∅ P

VC WTR @

0.4

6%

4

4

.0

0

m

3

0

0∅ P

V

C

W

T

R

@

2

.0

7

%

5

9

0

.

7

8

6

5

9

1

.

2

6

1

590.87

594.23

590.97

593.62

591.06

593.95

591.15

594.41

591.24

590.93

594.43

590.52

595.22

590.60

WT

R T

OP

EX

G

RO

UN

D

0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720

ST

A - 0+

661.106

WT

R H

YD

RA

NT

ST

A - 0+

664.106

WT

R V

ALV

E

ST

A - 0+

682.000

BO

RE

ST

A - 0+

710.000

BO

RE

ST

A - 0+

681.170

300x300x300 T

EE

ST

A - 0+

659.024

11.25 B

EN

D

26.00 CASED BORE

19.60

CASELESS BORE

MIN

2.70m

B

ELO

W

GR

OU

ND

A

T C

L

0+

702.000

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

P:\2

01

8\P

RO

JE

CT

S\2

01

80

08

8 - S

IP

W

AT

ER

LIN

E E

XT

EN

SIO

N P

HA

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4

-7

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mb

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01

9; P

LO

TT

ED

B

Y: M

EG

AN

W

IN

DJA

CK

KEY PLAN

7-18-19-W2M

18-18-19-W2M

WIN

NIP

EG

S

TR

EE

T

INLAND DRIVE

HIG

HW

AY

N

O.6

CULVER AVE.

OF

MLW

BFBF

JULY 2019

CHANGE IN WORK - 1

0

RM OF SHERWOOD #159



12320180088


PLAN

SCALE 1:500

CURRENT SHEET

PROFILE

SCALE H 1:500

V 10:1



300Ø GATE VALVE

300Ø 11.25° BEND

300x300x300 TEE


AT PIPE CL


TO BE REMOVED.

PROVIDE 50mm SERVICE CONNECTION

TO PROPOSED 300Ø WTR MAIN IN

ACCORDANCE WITH SHERWOOD

INDUSTRIAL PARK-SERVICE CONNECTION

INSTRUCTIONS

AutoCAD SHX Text

18

0+

703

0+

720

0+

740

0+

760

0+

780

0+

800

0+

820

0+

840

0+

860

0+

880

0+

900

0+

920

0+

94

0

0+

96

0

591

592

593

594

595

596

597

598

599

591

592

593

594

595

596

597

598

599

WA

TE

R

TO

P

59

0.5

3

59

4.9

2

59

1.2

7

59

4.9

6

59

2.0

0

59

4.9

7

59

2.1

7

59

5.2

4

59

2.3

4

59

5.1

8

59

2.5

2

59

5.4

9

59

2.6

9

59

5.9

0

59

3.0

0

59

5.8

9

59

3.3

0

59

6.2

6

59

3.6

1

59

6.4

4

59

3.8

5

59

6.3

8

59

4.1

8

59

6.4

5

80.0

0m

200∅ P

VC

WT

R @

0.8

6%

4

5

.

0

0

m

2

0

0

∅

P

V

C

W

T

R

@

3

.

6

7

%

75.79m

200∅

P

V

C

W

T

R

@

1.53%

5

9

0

.

3

5

0

5

9

0

.

3

5

0

5

9

2

.

0

0

0

5

9

2

.

6

8

9

5

9

3

.

8

5

0

5

9

3

.

8

6

5

5

9

4

.

5

0

0

0+705 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960

ST

A - 0

+9

00

.0

00

HY

DR

AN

T

ST

A - 0

+9

36

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00

VA

LV

E

ST

A - 0

+7

12

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90

WT

R V

AL

VE

ST

A - 0

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00

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WT

R P

VI

ST

A - 0

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40

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WT

R P

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ST

A - 0

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37

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15

0 T

EE

ST

A - 0

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0 x 1

50

R

ED

UC

ER

ST

A - 0

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51

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ST

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00

30

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R

ED

UC

ER

ST

A - 0

+7

15

.0

00

WT

R P

VI

MIN

2

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0m

B

EL

OW

GR

OU

ND

A

T C

L

ST

A - 0

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44

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16

45

° B

EN

D

ST

A - 0

+9

46

.7

63

45

° B

EN

D

FOR RECORD ONLY

NOT FOR CONSTRUCTIO

N

SHEET NO.PROJECT NO

DATE

SHEET DESCRIPTION

PROJECT

CLIENT

CONSULTANT

Telephone (306) 522-9434 Fax (306) 522-9431



SHEET


APPROVED

CHECKED

DESIGNED

DRAWN


SEALS

REVISION













DISCLAIMER

PLAN CHECK

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18-18-19-W2M

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HW

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O.6

CULVER AVE.

OF

MLWBFBFJULY 2019CHANGE IN WORK - 10

RM OF SHERWOOD #159



12420180088


PLAN

SCALE 1:500

CURRENT SHEET


AT PIPE CL

REMOVE/ABANDON EXISTING

INFRASTRUCTURE

WHILE COMPLETING CITY CONNECTION

EXTEND 150mm LEAD, INSTALL

200x150 TEE AND CONNECT TO

PROPOSED 200Ø WTR MAIN

SERVICE CONNECT REPLACEMENT

TO BE DETERMINED

200Ø 11.25° BEND

200Ø 11.25° BEND

300x200 REDUCER

PROFILE

SCALE H 1:500

V 10:1

300Ø GATE VALVE

200x150 REDUCER

CONNECT TO EXISTING


TO BE REMOVED.

PROVIDE 150Ø GATE VALVE, 150Ø PVC PIPE,

200x150 TEE, AND CONNECT TO EXISTING

150Ø SERVICE LINE

200Ø GATE VALVE

200Ø

PV

C W

TR

200Ø PVC WTR

200Ø 45° BEND

AutoCAD SHX Text

18

sherwood industrial park water main ......5. water main fittings 300mm and smaller in diameter shall...

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