addendum #1 - duncan

Addendum #1

of 1

TO: FROM:

All Tenderers McElhanney Consulting Services Ltd. Victoria, BC

DATE: Jun 23, 2017

PROJECT: City of Duncan Tender 2017-02– Watermain Replacement 2017

FILE NO: 2231-36402 01

1. Clarifications:

a. Stabilization of BC Hydro Poles as required during construction is the responsibility of

the Contractor and is considered incidental to the work.

b. Arborist reporting and recommendation is the responsibility of the Contractor and is

considered incidental to the work.

c. Tree Removal (if required) is considered outside of the scope of this project and will be

paid for (if required) through the contractually defined change process. Any tree

removal to be approved by the Municipality of North Cowichan.

d. Asphalt milling of trenches is not required for Municipality of North Cowichan Road.

Asphalt mill and lap joint will be required for Tzouhalem Road.

2. Tender Document:

a. Form of Tender: Change section 5.5.1 to read: One Performance Bond in the amount of

50% of the Contract Price excluding Pavement and Boulevard Restoration, one Letter of

Credit in the amount of 125% of the Contract Price for Pavement and Boulevard

Restoration (in the provided format provided) and a Labour and Material Payment

Bond, in the amount of 50% of the Contract Price, covering the performance of the

Work including the Contractor’s obligations during the Maintenance Period, issued by a

surety licensed to carry on the business of suretyship in the province of British

Columbia, and in a form acceptable to the Owner;

b. Supplementary Specifications:

i. Add Section 01 57 01 Environmental Protection, Sub section 1.4.4

Environmental Protection Plan: An Environmental Management Plan prepared

by a registered professional that contains the following components as

required, tree protection plan; sensitive ecosystem management plan; sediment

and erosion control plan; invasive species management plan; waste disposal;

Addendum #1

of 1

storage areas and laydown area management plan; equipment idling control

plan; hazardous material control and spill response plan.”

ii. Change Section 33 11 01 Waterworks Subsection 2.3 Valves and boxes to read:

1. Temporary End of Line flush shall be in accordance with Municipality of

North Cowichan Standard Drawing W5.

2. piping shall be 65mm diameter brass instead of 50mm diameter Galv.

Sched 40.

iii. Change Section 33 11 01 Waterworks Subsection 3.17 General Procedure for

Flushing, Testing and Disinfection, Section 3.17.1 to read: The City of Duncan

Water System shall not be used Flushing, Testing or Disinfection. Trucked in,

treated potable water with a minimum chlorine residual of 0.5ppm shall be

used.

c. Scheduled of Quantities and Prices:

i. Item 33.03 In-line Gate Valves 150mm: Change Quantity from 13 to 15

ii. Item 33.04 In-line Gate Valves : Change Quantity from 2 to 3

3. Design Drawings

a. Revised drawings 001, 101, 103, 104, 105, and 106 have been included.

Attachments:

1. Revised drawings 001, 101, 103, 104, 105, and 106

2. Municipality of North Cowichan Letter of Credit Format.

END OF ADDENDUM #1

hcao

Text Box

200mm

LETTER OF CREDIT TO: THE CORPORATION OF THE FROM: ___________________________________ DISTRICT OF NORTH COWICHAN (Bank/Credit Union)

7030 TRANS CANADA HIGHWAY ___________________________________ P.O. BOX 278 ___________________________________ DUNCAN, BC V9L 3X4 ___________________________________ Phone No: ( ) _____________________ IRREVOCABLE LETTER OF CREDIT NO: _________________________ AMOUNT: $_______________________________ INITIAL EXPIRY DATE: WE HEREBY AUTHORIZE YOU TO DRAW on the for the account of (Bank/Credit Union)

____ up to an aggregate amount of (Customer)

___________________________________________ dollars, ($ ), available on demand. PURSUANT TO THE REQUEST of our customer, we the hereby establish and give an Irrevocable Letter of Credit in your (Bank/Credit Union) favour in the amount which may be drawn on by you at any time and from time to time, upon written demand for payment made upon us by you, which demand we shall honour without enquiring whether you have the right as between yourself and the said customer to make such demand, and without recognizing any claim of our said customer or objection by it to payment by us. THIS LETTER OF CREDIT, we understand, relates to those municipal services and financial obligations set out in an agreement in writing, between the customer and the Corporation of the District of North Cowichan, and referred to as the: _____________________________________________________________________________________________ (Name or Description of Project/Legal Description and Street Address of any properties to which the letter of credit pertains)

THE AMOUNT of this Letter of Credit may be reduced and/or expiry date revised from time to time as advised by notice, in writing, to the undersigned from time to time by the Corporation of the District of North Cowichan. THIS LETTER OF CREDIT will continue in force to , but shall be subject to the conditions hereinafter set forth. (Initial Expiry Date) IT IS A CONDITION of this Letter of Credit that it shall be deemed to be automatically extended without amendment from year to year from the present or any future expiration date hereof, unless at least 30 days prior to the present or any future expiration date, we notify you in writing, by registered mail or courier, that we elect not to consider this Letter of Credit to be renewable for any additional period. THIS LETTER OF CREDIT is subject to "Uniform Customs and Practices for Documentary Credits (1994 Revision) International Chamber of Commerce Publication No. 500" (or most recent revision). DATE SIGNED: (Bank/Credit Union) PER: (1) (2) (3)

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REVISIONS

X ASPHALT CURB

CURB AND GUTTER

BARRIERS

FENCE

REV. No.

OF

SHEET No.

PROJECT:

Horz.

Vert.

SCALE:

ELEV.:

DESIGN:

B.M.:

DATE:

CHECKED:

DRAWN:

CONSULTANTS No.

N.C. No.

GRID No.

WATER MAIN

W

ENGINEER'S

SEAL

TITLE:

L

SIGNDATEDESCRIPTIONNo.

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EDGE OF PAVEMENT

PROPOSEDEXISTING

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WATER METER

WATER REDUCER

WATER AIR VALVE

WATER FLUSH

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STORM CLEANOUT

STORM LAWN DRAIN

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PROPOSEDEXISTINGCONSULTANT

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81

WATERMAIN REPLACEMENT 2017

PLAN AND PROFILE

1:1000

___

___

HTC

HTC

IS

#

001

JUNE 2017

36402-01

KEY PLAN SCALE = 1:1000

I S S U E D F O R

T E N D E R

DRAWING INDEX:

36402-0-001 COVER SHEET / KEY PLAN 00

36402-0-101 UPLANDS ROAD PLAN AND PROFILE 00

36402-0-102 UPLANDS ROAD PLAN AND PROFILE 00

36402-0-103 BRIER AVENUE PLAN AND PROFILE 00

36402-0-104 ROSEWOOD AVENUE PLAN AND PROFILE 00

36402-0-105 ROSEWOOD AVENUE PLAN AND PROFILE 00

36402-0-106 SYCAMORE STREET PLAN AND PROFILE 00

36402-0-107 DETAILS 00


CITY OF DUNCAN

UPLAND ROAD, BRIER AVENUE , ROSEWOOD AVENUE ,

& SYCAMORE STREET

00 ISSUED FOR TENDER 09JUN2017 IS

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WATER

1. VANCOUVER ISLAND HEALTH AUTHORITY WATER SUPPLY CONSTRUCTION PERMIT NO.

``W-S-XXXX''. THE CONTRACTOR SHALL MEET THE CONDITIONS EXPRESSED IN THE WATER

SUPPLY CONSTRUCTION PERMIT ISSUED BY THE VANCOUVER ISLAND HEALTH AUTHORITY AND

SHALL NOT COMMENCE CONSTRUCTION WITHOUT A COPY OF THE PERMIT. ANY CHANGES OR

ALTERATIONS ARE TO BE PRE-APPROVED BY THE VIHA PUBLIC HEALTH ENGINEERS VIA THE

PROJECT ENGINEER.

2. ALL WATERWORKS CONSTRUCTION SHALL BE IN ACCORDANCE WITH MMCD REQUIREMENTS

UNLESS DETAILED OTHERWISE.

3. WATER MAINS SHALL BE PVC DR18 TO AWWA C900 c/w THRUST BLOCKS OR JOINT RESTRAINTS,

UNLESS OTHERWISE NOTED.

4. PROVIDE MINIMUM 1.0M COVER FOR WATER MAINS AND 0.7M MINIMUM COVER FOR WATERSERVICES, UNLESS OTHERWISE NOTED.

5. ALL WATER SERVICE SADDLES ARE TO BE SPACED A MINIMUM OF 1.0m FROM ANY JOINT OR

ANOTHER SERVICE SADDLE. IF THERE ARE MULTIPLE SERVICE SADDLES ON ONE LENGTH OF

PIPE THAT THEY ARE TO BE INSTALLED AT DIFFERENT ANGLES.

6. TRACER WIRE IS TO BE INSTALLED 4” ABOVE THE PIPE FOR TRACING PURPOSES. THE TYPE OF

TRACER WIRES WE USE IS 14 GAUGE TWU SOLID BLUE.

7. MAINTAIN A MINIMUM OF 3m HORIZONTAL AND 450mm CLEAR VERTICAL SEPARATION BETWEEN

WATER SERVICES AND SEWER SERVICES, SANITARY OR STORM DRAIN. IN SPECIAL

CIRCUMSTANCES, WHERE A SANITARY OR STORM DRAIN SERVICE IS LOWER THAN A WATER

SERVICE BY MORE THAN 450 mm IN ELEVATION THE HORIZONTAL OFFSET MAY BE REDUCED TO

NO LESS THAN 1.0 METRES EXCEPT WHERE NOTED AND APPROVED BY CITY OF DUNCAN

WATER SERVICES. VIHA APPROVAL IS REQUIRED FOR ANY REDUCTION IN THE SEPARATION.

8. FOR CROSSING OF EXISTING SEWERS, WHERE THE WATER MAIN DOES NOT HAVE THE

REQUIRED 450mm VERTICAL SEPARATION, WRAP WATER MAIN JOINTS WITH PETROLATUM TAPE

3m EITHER SIDE OF THE SEWER. WHERE A VERTICAL SEPARATION OF 150mm CANNOT BE

ACHIEVED, SPECIAL MITIGATIVE MEASURES SHALL BE APPROVED BY THE CITY OF DUNCAN

WATER SERVICES.

9. WHERE NEW CATCHBASIN (CB) LEADS DO NOT HAVE A 450mm VERTICAL SEPARATION, WRAP CB

LEAD JOINTS WITH PETROLATUM TAPE.

10. MAINTAIN A MINIMUM OF 1.5m HORIZONTAL CENTRE TO CENTRE AND 300mm CLEAR VERTICAL

SEPARATION BETWEEN WATERMAINS AND ELECTRICAL CONDUITS, GAS MAINS AND TELEPHONE

CONDUITS EXCEPT WHERE NOTED BY CITY OF DUNCAN WATER SERVICES.

11. COD REQUIRES 48 HOURS NOTICE PRIOR TO TESTING. CONTRACTOR SHALL CONDUCT A

PRESSURE TEST IN ACCORDANCE WITH MMCD SPECIFICATIONS AND IN THE PRESENCE OF CITY

OF DUNCAN PERSONNEL AND ENGINEER.

12. CONTRACTOR SHALL FLUSH AND DISINFECT WATER MAINS IN ACCORDANCE WITH AWWA

STANDARDS AND AS APPROVED BY CITY OF DUNCAN. WATER SAMPLES FOR HEALTH TESTS TO

BE COLLECTED BY THE CONTRACTOR IN THE PRESENCE OF THE CITY OF DUNCAN. PROVIDE 48

HOURS NOTICE TO THE CITY.

13. NEUTRALIZE CHLORINE SOLUTIONS IN ACCORDANCE WITH MINISTRY OF ENVIRONMENT AND

FISHERIES AND OCEANS CANADA REGULATIONS PRIOR TO DISCHARGE TO ANY DRAINAGE

COURSE.

14. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO CITY OF DUNCAN AND ENGINEER PRIOR TO

PROCEEDING WITH ANY WATERWORKS.

15. THE CONTRACTOR SHALL MAKE ALL CONNECTIONS TO EXISTING WATER MAINS IN THE

PRESENCE OF CITY OF DUNCAN FORCES. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO

CITY OF DUNCAN AND ENGINEER.

16. CONTRACTOR TO SUBMIT HYDRANT FORMS AND SERVICE LOCATION CARDS, CITY OF DUNCAN

VALVE FORMS RECORD DRAWINGS AND ALL OTHER REQUIRED CITY INFORMATION TO THE

ENGINEER FOR ENGINEER REVIEW AND SUBMISSION TO THE CITY, PRIOR TO SUBSTANTIAL

COMPLETION.

ENVIRONMENTAL AND TREE PROTECTION

1. CONTRACTOR TO PROVIDE AN ENVIRONMENTAL PROTECTION & MANAGEMENT PLAN (TO BE

APPROVED BY CITY DUNCAN PREPARED BY A QUALIFIED ENVIRONMENTAL CONSULTANT A

MINIMUM OF 48 HOURS BEFORE COMMENCING CONSTRUCTION, WHICH WILL PROVIDE DETAILS

AND PROCEDURES, AT A MINIMUM, OF THE FOLLOWING:

1.1. DISPOSAL OF WASTES.

1.2. DISCHARGING OF TRENCH WATER.

1.3. EROSION AND SEDIMENT CONTROL.

1.4. FUEL SPILL CONTROL, INCLUDING SIZE AND TYPE OF SPILL KITS.

1.5. DRAINAGE, TREATMENT AND DISPOSAL OF DEWATERING, IN ACCORDANCE WITH REGULATORY

AGENCY REQUIREMENTS.

2. CONTRACTOR TO OBTAIN PERMISSION FROM MUNICIPALITY OF NORTH COWICHAN PRIOR TO

WORK ADJACENT TOO REMOVAL OF ANY TREES ON PRIVATE OR PUBLIC PROPERTY. TREES

AND TREE ROOTS ARE TO BE PROTECTED DURING CONSTRUCTION. HAND DIG WHERE ROOTS

OVER 50mm ARE ENCOUNTERED. CERTIFIED ARBORIST TO BE ENGAGED BY THE CONTRACTOR.

TRENCHING, EXCAVATING AND BACKFILLING

1. CONTRACTOR TO EXCAVATE TO CONFIRM LOCATION AND ELEVATION OF EXISTING UTILITIES

AT ALL CROSSINGS AND CONNECTION POINTS AND CONFIRM ELEVATIONS WITH THE

ENGINEER PRIOR TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ARE

APPROXIMATE ONLY AND ARE REQUIRED TO BE CONFIRMED IN THE FIELD. ANY DAMAGE OR

REPAIR TO EXISTING UTILITIES SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR.

2. DO NOT START ANY BACKFILL OPERATION DURING CONSTRUCTION PRIOR TO THE

ENGINEER'S INSPECTION.

3. WHERE EXISTING ABANDONED INFRASTRUCTURE IS ENCOUNTERED DURING EXCAVATION,

CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING ABANDONED INFRASTRUCTURE AS

NECESSARY IN ACCORDANCE WITH THE REGULATORY AGENCIES, UNLESS SPECIFICALLY

NOTED OTHERWISE ON THE DRAWINGS.

4. CONTRACTOR TO ENSURE THAT ALL THE EXISTING SERVICES REMAIN IN OPERATION

DURING CONSTRUCTION, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.

5. AFTER CONSTRUCTION, RESTORE WORK AREAS AND ALL EXISTING FEATURES TO THEIR

ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE MUNICIPALITY OF NORTH

COWICHAN AND/OR ENGINEER.

6. ADJUST ALL PROPOSED AND EXISTING APPURTENANCES TO MEET THE FINAL GRADES.

7. ALL EXCAVATION TO BE AS PER WCB REQUIREMENTS UNLESS OTHERWISE APPROVED IN

WRITING BY A GEOTECHNICAL ENGINEER.

8. CONTRACTOR SHALL RETAIN AND PAY FOR THE SERVICES OF A QUALIFIED INDEPENDENT

GEOTECHNICAL TESTING ENGINEER TO PROVIDE QUALITY CONTROL SERVICES DURING

CONSTRUCTION AND SHALL PROVIDE THE FOLLOWING AT A MINIMUM UNLESS APPROVED IN

WRITING BY A GEOTECHNICAL ENGINEER:

8.1. SIEVE ANALYSIS OF SANDS AND AGGREGATES SUPPLIED TO THE WORK.

8.2. STANDARD PROCTOR DENSITY CURVES FOR BACKFILL MATERIALS.

8.3. STANDARD PROCTOR DENSITY CURVES FOR APPROVED BORROW MATERIALS.

8.4. TRENCH BEDDING DENSITY TEST (MAINLINE) - ONE FOR EVERY 75m OF TRENCH AND ONE AT

EACH VALVE LOCATION.

8.5. TRENCH BACKFILL DENSITY TEST (MAINLINE) - ONE FOR EVERY 75m OF TRENCH AT EACH 1.0m

FILL DEPTH AND ONE AT EACH VALVE LOCATION

8.6. TRENCH BACKFILL DENSITY TEST (SERVICE) - ONE PER SERVICE AT EACH 1.0m FILL DEPTH

(INCLUDING ONE AT SURFACE LEVEL).

MOTI

1. ALL WORKS ON TZOUHALEM ROAD TO BE IN ACCORDANCE WITH MOTI PERMIT _____-_____.

1:1000 500

GENERAL NOTES

1. ALL WATER SYSTEM CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH

THE MASTER MUNICIPAL CONSTRUCTION DRAWINGS (MMCD) UNLESS OTHERWISE

NOTED.

2. ALL ROAD RECONSTRUCTION TO BE IN ACCORDANCE WITH MUNICIPALITY OF

NORTH COWICHAN ENGINEERING STANDARDS

3. IF A CONFLICT BETWEEN THE SPECIFICATIONS ARISES, THE MOST STRINGENT

SPECIFICATION SHALL APPLY.

4. CONTRACTOR TO ENSURE MINIMAL DISRUPTION TO LOCAL TRAFFIC IN

ACCORDANCE WITH MUNICIPALITY OF NORTH COWICHAN REQUIREMENTS.

5. CONTRACTOR TO OBTAIN AND PAY FOR A HIGHWAY CONSTRUCTION PERMIT FROM

MUNICIPALITY OF NORTH COWICHAN PRIOR TO THE START OF ANY

CONSTRUCTION.

6. CONTRACTOR TO NOTIFY THE MUNICIPALITY OF NORTH COWICHAN 2 WEEKS PRIOR

TO CONSTRUCTION.

7. CONTRACTOR TO MAINTAIN AN UP-TO-DATE SET OF REDLINE DRAWINGS FOR THE

PREPARATION OF AS-CONSTRUCTED DRAWINGS. THE REDLINES ARE TO BE

DELIVERED TO THE ENGINEER PRIOR TO SUBSTANTIAL PERFORMANCE. ALL DATA

MUST BE SURVEYED AND PROVIDED BY A REGISTERED SURVEYOR AND MUST BE IN

THE SAME COORDINATE SYSTEM AS THE ENGINEERING DRAWINGS IN ORDER FOR

THE ENGINEER TO PREPARE THE AS-CONSTRUCTED DRAWINGS. MISSING OR

INADEQUATE DATA TO BE PROVIDED BY THE CONTRACTOR OR BY AN

INDEPENDENT SURVEYOR AT THE CONTRACTOR'S EXPENSE. ALL INFORMATION

PROVIDED MUST BE TO THE SATISFACTION OF THE ENGINEER.

8. CONTRACTOR TO ENSURE EXISTING MONUMENTS AND IRON PINS ARE NOT

DISTURBED DURING CONSTRUCTION. ANY MONUMENTS OR IRON PINS IN DANGER

OF DISTURBANCE ARE TO BE REFERENCED AND, IF DISTURBED, BE REPLACED BY A

REGISTERED BC LAND SURVEYOR AT THE CONTRACTORS EXPENSE.

9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION LAYOUT,

MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR

CO-ORDINATING THE VARIOUS PARTS OF THE WORK IN THESE DRAWINGS.

McELHANNEY WILL PROVIDE DIGITAL FILES FOR LAYOUT PURPOSES UPON

REQUEST.

10. THE CONTRACTOR WILL BE CONSIDERED THE PRIME CONTRACTOR AND WILL

ASSUME THE RESPONSIBILITIES AS SUCH AS OUTLINED IN THE WORKERS

COMPENSATION ACT FOR THE DURATION OF THE PROJECT.

11. NO CONSTRUCTION TO TAKE PLACE UNLESS DRAWINGS ARE ISSUED FOR

CONSTRUCTION AND ALL APPROVALS ARE IN PLACE. CONTRACTOR TO CONFIRM

WITH ENGINEER.

12. CONTRACTOR TO ARRANGE A PRE-CONSTRUCTION MEETING WITH THE ENGINEER,

UTILITY COMPANIES, THE CITY OF DUNCAN AND MUNICIPALITY OF NORTH

COWICHAN PRIOR TO CONSTRUCTION .

13. CONTRACTOR TO PROVIDE CONSTRUCTION NOTICE TO ALL PROPERTIES 1 WEEK

PRIOR TO CONSTRCTION. CONSTRUCTION NOTICE SHALL BE APPROVED BY THE

ENGINEER PRIOR TO DISTRIBUTION.

01 FOR TENDER - ADDENDUM 1 22JUN2017 IS

01

01

AutoCAD SHX Text

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REVISION

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56.289m@ -3.72%

IN

V

66.188

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66.188

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29.255m@ -4.95%

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67.635

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16.866m@ -7.48%

IN

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68.897

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PR WATERMAIN

200Ø PVC DR18 C900

29.255m@ -4.95%

IN

V

67.635

IN

V

69.151

PR WATERMAIN

200Ø PVC DR18 C900

30.325m@ -4.56%

IN

V

70.534

IN

V

67.635

PR WATERMAIN

200Ø PVC DR18 C900

16.866m@ -7.48%

IN

V

68.897

EX 250Ø CSP

STORM APPROX.

D

D

D

D

D

D

D

D

D

D

EX 150Ø AC SEWER

APPROX.

S

S

EX

. D

MH

EX

. S

MH

VE

RT

IC

AL

DE

FLE

CT

IO

N 1°

1+112

68

70

72

74

68

70

72

74

0 5 100-5-10

EX

. 150Ø

W

M

℄UPLAND ROAD

D 250Ø

ADDRESS 5863

EXISTING GRADE

PR

W

200Ø

P

VC

W

G

G

E

D

G

E

O

F

T

R

E

E

S

U

E

U

E

W

W

1

+

0

6

0

1

+

0

8

0

1+100 1+120 1+140 1+160 1+180 1+200 1+220

|

|

|

| | | | | | |

W

W

W

W

W

W

W

W

W

DD

DD

DD

DD

DD

S

S

S

S

S

S

S

1

PLAN 9119

Rem 1

PLAN 4810

STRATA PLAN VIS2797

3

PLAN 5097

2

PLAN 5097

3

PLAN 26486

2

PLAN 26486

1

PLAN 24476

2

PLAN 24476

3

PLAN 24476

4

PLAN 24476

PARCEL A OF 4 BLOCK 2

PLAN 1493

2

PLAN 22642

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

A

S

P

H

A

L

T

D

R

IV

E

W

A

Y

GRAVEL

DRIVEWAY

AS

PH

ALT

DR

IV

EW

AY

ASPHALT

DRIVEW

AY

AS

PH

ALT

DR

IV

EW

AY

RIM=65.86

SE INV=64.47

NW INV=64.45

CONC PIPE

RIM=71.39

NW INV=70.37 (PVC)

SE INV=70.35 (CSP)

RETAINING WALL

RETAINING WALL

GARDEN AREA

RETAINING WALL

C

O

N

C

R

E

T

E

S

I

D

E

W

A

L

K

RETAINING WALL

O

I

P

0.70Ø CED

0.45Ø CED

D

NUT EL=66.42

S

FIRØ 0.30

D

FIRØ 0.65

TREEØ 0.12

G G

GG

G

G

G

G

G

G

G

G

G

G

G

X

X

EDGE OF TREES

E

D

G

E

O

F

T

R

E

E

S

TOP

OF

BANK

TO

P O

F B

AN

K

T

O

E

O

F

B

A

N

K

TOP O

FBANK

TOE O

F BANK

TOE OF BANK

TOP OF BANK

RETAINING WALL

TOP OF BANK

E

D

G

E

O

F

T

R

E

E

S

TO

P O

F B

AN

K

TREE DRIP LINET

O

E O

F B

AN

K

TO

E O

F B

AN

K

X

GRAVEL DRIVEWAY

EDGE OF TREES

TOE OF BANK

4

2

D

P

/P

E

42 DP/PE

42 DP/PE

TOE OF BANK

U

E

U

E

U

E

S

W

W

W

W

W

W

WW

W

W

W

W

W

W

W

W

W

D 250Ø CSP

D 250Ø PVC

D 250Ø CON

G 42Ø PE

G 42Ø PE

G 4

2Ø

PE

S 150Ø CSP

D 250Ø CSP

EX 150Ø AC WM

EX 150Ø AC WM

E

X

.

2

0

0

Ø

P

V

C

W

M

E

X

.

2

0

0

Ø

P

V

C

W

M

PR W 200Ø PVC

W

BE

GIN

C

UR

VE

Sta 1+

132.06

EN

D C

UR

VE

Sta 1+

137.61

3210

3206

5843

5869

5851

5859

5863

5848

5850

5844

5838

5864

REVISIONS

X ASPHALT CURB

CURB AND GUTTER

BARRIERS

FENCE

REV. No.

OF

SHEET No.

PROJECT:

Horz.

Vert.

SCALE:

ELEV.:

DESIGN:

B.M.:

DATE:

CHECKED:

DRAWN:

CONSULTANTS No.

N.C. No.

GRID No.

WATER MAIN

W

ENGINEER'S

SEAL

TITLE:

L


E

G

E

N

D

EDGE OF PAVEMENT

PROPOSEDEXISTING

X

W

SFM

D

UE

C

SANITARY FORCE MAIN

STORM DRAIN

HYDRO ELEC

CABLE TV

T

GAS

G

TELEPHONE

S

SANITARY SEWER

PROPOSEDEXISTING

SFM

D

UE

C

T

G

S

HYDRANT ASSEMBLY

WATER METER

WATER REDUCER

WATER AIR VALVE

WATER FLUSH

WATER SERVICE

WATER VALVE

PROPOSEDEXISTING

W

WW

SANITARY CLEANOUT

SANITARY SERVICE

STORM MANHOLE

STORM CLEANOUT

STORM LAWN DRAIN

STORM SERVICE

SANITARY MANHOLE

PROPOSEDEXISTING

DITCH/SWALE

UTILITY POLE

GUY WIRE ANCHOR




STORM CATCH BASIN


ROAD MARKING

S

S

S

D

D

D

P

MON

01

82


UPLANDS ROAD

PLAN AND PROFILE

FROM STA 1+060 TO STA 1+2301:250

1:50

___

___

HTC

HTC

IS

#

101

JUNE 2017

36402-01

10

0 2

H 1:250

V 1:50

0

MA

TC

HL

IN

E S

EE

S

HE

ET

1

02


EXISTING 150Ø AC WM

TO BE ABANDONED

A

1+112

A

1+112

A-A SECTION

SCALE 1:100

CONNECTION

DETAIL

SCALE 1:100

1

1

1

1

1

1

NOTE:

INSTALL NEW WATER SERVICES AS PER COD

STD. DETAIL W1 (TYP.) SHEET 107 CONNECT

TO EXISTING SERVICE. CONTRACTOR TO

CONFIRM LOCATION WITH COD/MNC PRIOR

TO CONSTRUCTION. WATER METERS TO BE

LOCATED 0.35m FROM PROPERTY LINE.

NO SERVICE LOCATED, CONTRACTOR TO

LOCATE SERVICE PRIOR TO CONSTRUCTION.

1

2

UPLANDS ROAD

3

PROPOSED WATERMAIN LOCATED WITHIN 3.0M OF

EXISTING STORM DRAIN FROM APPROX. STA

1+080 TO 1+190 CONTRACTOR TO WRAP ALL

JOINT WITH PETROLATUM TAPE.

REMOVE EXISTING VALVE

BOXES & FITTINGS. CAPS

EX 150Ø AC WATERMAIN

WITH CONCRETE.

200 FxH 45° BEND

c/w JOINT RESTRAINTS

8.0m IN ALL DIRECTIONS

CONNECT TO EX 200 PVC WM

c/w 200 COUPLER TO SUIT.

2

3

3

2

2

2

CONTRACTOR TO RETAIN ARBORIST

TO PROVIDE DIRECTION WITH

RESPECT TO SERVICE PIPE

INSTALLATION ADJACENT TO TREE

WATERMAIN CURVE

DEFLECTION

R=150m

FIRE HYDRANT ASSEMBLY AS PER COD

STANDARD DETAIL W4 - SEE SHEET 107

PR W 2

00Ø PVC

E

X

W

1

5

0

Ø

A

C

E

X

W

2

0

0

Ø

P

V

C

EX

GA

S

BC HYDRO TO STABILIZE POLE

DURING CONSTRUCTION

SAWCUT EXISTING ASPHALT. REMOVE &

DISPOSE OFF-SITE. RESTORE ROAD

STRUCTURE AS PER COD STD. DETAIL T3,

REFER TO SHEET 107 FOR TYPICAL SECTION

CURVED PIPE ALIGNMENTS ARE TO

BE INSTALLED THROUGH JOINT

DEFLECTIONS IN ACCORDANCE WITH

MANUFACTURERS INSTALLATION

GUIDELINES. BENDING OF THE PIPE

BARREL IS NOT ACCEPTABLE

"CAUTION" EXISTING GAS

FIRE HYDRANT ASSEMBLY USE

JOINT RESTRAINS INSTEAD OF

TRUST BLOCK ENSURE ONE

COMPLETE PIPE LENGTH W/O

JOINT EITHER SIDE OF TEE.

RESTRAIN ALL JOINTS.


01

01

NUT=13.19

0.45Ø FIR

O

IP

NUT=17.68

NUT=17.62

O

IP

X

X

X

G

G

G

G

G

G

G

G

G

A

PLAN 23598

A

BLOCK 2

PLAN 11775

1

1

B

L

O

C

K

2

P

L

A

N

1

1

7

7

5

8

B

LO

C

K

1

P

LA

N

11775

9

BLOCK 1

PLAN 11775

G

R

A

V

E

L

D

R

IV

E

W

A

Y

AS

PH

ALT

DR

IV

EW

AY

A

S

P

H

A

L

T

S

ID

E

W

A

L

K

2181

5798

5803

2165

5

8

0

9

W

W

W

W

W

W

W

W

W

W

W

W

AS

PH

ALT

D

R

IV

EW

AY

H

E

D

G

E

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

ED

G

E O

F

BU

SH

EDGE OF BUSH

AS

PH

ALT

D

R

IV

EW

AY

RETAINING WALL

JUNCTION BOX

EDGE OF BUSH

TOE OF BANK

TOP OF BANK

TOE OF BANK

TOP OF BANK

RIM= 14.07

N INV= UNKNOWN

E INV= 12.72

W INV= 12.74

D

D

D

D

RIM= 15.96

E INV= 14.71

W INV= 14.72

RIM = 18.07

TOP OF PVC

EL= 17.97

RETAINING WALL

S

INV=13.37

INV=13.78

S

W

IC

V

G

R

A

V

E

L

D

R

I

V

E

W

A

Y

D

D

D

D

D

D

D

W

W

W

W

A

P

P

R

O

X

. E

X

. 400Ø

D

I W

A

TE

R

W

W

W

W

A

P

P

R

O

X

. E

X

. 150Ø

D

I W

A

TE

R

- C

IT

Y

O

F D

U

N

C

A

N

S

S

S

S

S

A

P

P

R

O

X

. E

X

. 150 A

C

S

A

N

IT

A

R

Y

S

E

W

E

R

S

S

S

S

S

A

P

P

R

O

X

. E

X

. 525 C

O

N

. S

A

N

IT

A

R

Y

S

E

W

E

R

E

X

.

1

0

0

Ø

C

I

W

A

T

E

R

E

X

. 1

0

0

Ø

C

I W

A

T

E

R

EX. 100Ø CI W

ATER

E

X

. 250Ø

P

V

C

S

TO

R

M

EX

. 250Ø P

VC

ST

OR

M

EX. 250Ø

PVC

STO

RM

G

1

1

4

.3

Ø

P

E

G 60Ø

P

E

G

4

2

Ø

P

E

G 60Ø PE

G

60Ø

P

E

N

O

R

TH

C

O

W

IC

H

A

N

W

W

|

|

|

3

+

0

0

0

3

+

0

2

0

3

+

0

4

0

3+060 3+080 3+100 3+120 3+130

|

|

|

| | | |

W

W

W

W

W

W

W

TZ

O

U

H

ALE

M

R

O

AD

B

R

I

E

R

AVENUE

W

±4.0

7+

020

7+040

7+

060

|

|

|

W

4+

380

4+

400

4+

410

W

PR

W

150Ø

P

VC

PR

W 150Ø

PV

C

17.000

PAINT LINE

3+

023.417

H 22 1/2° B

EN

DIN

V

17.881

10

11

12

13

14

15

16

17

18

19

20

21

9

10

11

12

13

14

15

16

17

18

19

20

21

19.01

18.54

17.16

15.40

14.10

13.92

3+000 3+020 3+040 3+060 3+080 3+100 3+120 3+140

3+

099.911

3+

117.815

IN

V

12.072

IN

V

12.719

PR WATERMAIN

150Ø PVC DR18 C900

17.966m@ 3.60%

IN

V

12.719

3+

123

14.0

CL

TZOUHALEM RD

3+

029

19.0

CL

ROSEWOOD AVE

EXISTING GRADE @

ROAD CENTRE LINE

P

R

W

1

5

0

Ø

P

V

C

1.0m

M

IN

.

CO

VE

R (T

YP

)

3+

030.458

TE

EIN

V

17.730

PR WATER ROSEWOOD

EX 250Ø PVC STORM

APPROX.

EX 150 AC SEWER

APPROX.

EX. 100Ø CI WATERMAIN

EX 60 PE GAS

APPROX.

G

G

VE

RT

IC

AL D

EF

LE

CT

IO

N 2 1/4°

PROPOSED

WATERMAIN INVERT

EXISTING

GRADE

EX GAS

APPROX.

EX 400 DI WATERMAIN

INVERT UNKNOWN

TE

E

3+

020.467

TIE

IN

E

XIS

TIN

G W

AT

ER

MA

IN

IN

V

17.931

3+

027.286

AIR

R

ELE

AS

E V

ALV

EIN

V

17.802

EX 525 CON. SEWER

INVERT UNKNOWN

EX 150 AC. SEWER

INVERT UNKNOWN

PR WATERMAIN

150Ø PVC DR18 C900

3.581m@ 1.35%

PR WATERMAIN

150Ø PVC DR18 C900

3.225m@ 2.23%

3+

044.030

H 22 1/2° B

EN

DIN

V

16.960

PR WATERMAIN

150Ø PVC DR18 C900

56.295m@ 7.53%

W

W

VE

RT

IC

AL D

EF

LE

CT

IO

N 1 1/2°

PR WATERMAIN

150Ø PVC DR18 C900

14.197m@ 5.43%

EX 100Ø CI

WATERMAIN

APPROX.

PR WATERMAIN

150Ø PVC DR18 C900

3.938m@ 2.02%

EX 100Ø CI

WATERMAIN

APPROX.

EX 60 PE GAS

APPROX.

VE

RT

IC

AL D

EF

LE

CT

IO

N 2°

W

EX 100Ø DI

WATERMAIN

APPROX.

E

X

. 1

0

0

Ø

C

I W

A

T

E

R

M

A

IN

.

MAINTAIN 300mm MIN.

VERTICAL CLEARANCE

NUT=13.19

X

G

G

W

D

D

A

P

P

R

O

X

. E

X

. 525 C

O

N

. S

A

N

IT

A

R

Y

S

E

W

E

R

G

1

1

4

.3

Ø

P

E

W

W

W

TZ

O

U

H

ALE

M

R

O

AD

W

±4.0

W

W

PR

W

150Ø

P

VC

E

X

. 1

0

0

Ø

C

I W

A

T

E

R

|

|

W

W

10

11

12

13

14

15

16

17

18

19

20

21

9

10

11

12

13

14

15

16

17

18

19

20

21

13.40

14.11

7+005 7+020 7+040 7+050

EXISTING GRADE @

EX. WATERMAIN CENTRE LINE

7+

030

13

.7

CL

BRIER AVENUE

PROPOSED

WATERMAIN

INVERT

EXISTING

GRADE

7+

042.506

H 45° B

EN

D

12.913

7+

040.772

H 45° B

EN

D

12.778

7+

028.767

TE

E

12.072

7+

016

.77

1H

45° B

EN

D

12.029

7+

014

.95

1H

45° B

EN

D

12.020

PR WATERMAIN

150Ø PVC DR18

12.000m@ -5.88%

PR WATERMAIN

150Ø PVC DR18

12.000m@ -0.36%

VE

RT

IC

AL

D

EF

LE

CT

IO

N 3

°

D

D

D

EX

-D

MH

EX 150 DI WATERMAIN

INVERT UNKNOWN

VE

RT

IC

AL D

EF

LE

CT

IO

N 3°

VE

RT

IC

AL D

EF

LE

CT

IO

N 3°

EX 250Ø PVC STORM

APPROX.

TIE

IN

E

XIS

TIN

G W

AT

ER

MA

IN

TIE

IN

E

XIS

TIN

G W

AT

ER

MA

IN

REVISIONS

X ASPHALT CURB

CURB AND GUTTER

BARRIERS

FENCE

REV. No.

OF

SHEET No.

PROJECT:

Horz.

Vert.

SCALE:

ELEV.:

DESIGN:

B.M.:

DATE:

CHECKED:

DRAWN:

CONSULTANTS No.

N.C. No.

GRID No.

WATER MAIN

W

ENGINEER'S

SEAL

TITLE:

L


E

G

E

N

D

EDGE OF PAVEMENT

PROPOSEDEXISTING

X

W

SFM

D

UE

C

SANITARY FORCE MAIN

STORM DRAIN

HYDRO ELEC

CABLE TV

T

GAS

G

TELEPHONE

S

SANITARY SEWER

PROPOSEDEXISTING

SFM

D

UE

C

T

G

S

HYDRANT ASSEMBLY

WATER METER

WATER REDUCER

WATER AIR VALVE

WATER FLUSH

WATER SERVICE

WATER VALVE

PROPOSEDEXISTING

W

WW

SANITARY CLEANOUT

SANITARY SERVICE

STORM MANHOLE

STORM CLEANOUT

STORM LAWN DRAIN

STORM SERVICE

SANITARY MANHOLE

PROPOSEDEXISTING

DITCH/SWALE

UTILITY POLE

GUY WIRE ANCHOR




STORM CATCH BASIN


ROAD MARKING

S

S

S

D

D

D

P

MON

01

84


BRIER AVENUE

PLAN AND PROFILE

FROM STA 3+000 TO STA 3+1401:250

1:50

___

___

HTC

HTC

IS

#

103

JUNE 2017

36402-01

10

0 2

H 1:250

V 1:50

0


CROSSING

REFER TO SHEET 105 FOR CONTINUATION


ABANDON EXISTING

WATERMAIN

R

O

S

E

W

O

O

D

A

V

E

N

U

E

MAINTAIN MIN. 1.0m CLEAR

HORIZONTAL SEPARATION

FROM EXISTING AC

WATERMAIN (TYPICAL)

WRAP WATERMAIN JOINTS

WITHIN 3.0m HORIZONTALLY

OF STORM DRAIN

CROSSINGS (TYPICAL)



OF SANITARY SEWER

CROSSINGS (TYPICAL)

CONNECTION

DETAIL

SCALE 1:100

CONNECTION

DETAIL

SCALE 1:100

1

NOTE:









1

2


CROSSING

REMOVE EXISTING WATERMAIN

CONNECT TO EX WATERMAIN c/w

1-150Ø COUPLER

CONTRACTOR TO EXPOSE AND

CONFIRM LOCATION PRIOR TO

CONSTRUCTION.

PR

W 1

50Ø

PV

C

E

X

W

150Ø

D

I C

IT

Y

O

F D

U

N

C

A

N

150 FxFxF TEE

3-150 FxH GATE VALVES

c/w JOINT RESTRAINTS 5.0m

IN ALL DIRECTIONS

150 HxH 22° BEND




100Ø COUPLER

100 HxF 45° BEND

100ØFX150ØH REDUCER

c/w JOINT RESTRAINTS 3.0m IN ALL

DIRECTIONS

ABANDON EX. 100Ø WATERMAIN

CAP WITH CONCRETE

AIR RELEASE VALVE AS

PER COD DETAIL W5

ABANDON EX. 100Ø WATERMAIN

CAPS WITH CONCRETE (TYPICAL)

TZOUHALEM ROAD IS WITHIN

MOTI JURISDICTION. ALL

WORKS TO BE COMPLETED

IN ACCORDANCE WITH MOTI

PERMIT#____.____.

22

2

150 HxH 22 1/2° BEND



REMOVE AND DISPOSE OF

EXISTING VALVE BOX

E

X

D

250Ø

P

V

C

E

X

W

400Ø

D

I N

O

R

TH

C

O

W

IC

H

A

N

150 HxH 22 1/2° BEND



CAPS EXISTING WATERMAIN

WITH CONCRETE

150 FxFxF TEE

c/w THRUST BLOCK



PR

W

150Ø

P

VC

E

X

1

1

4

.3

Ø

P

E

G

A

S

PR

W

150Ø

P

VC

P

R

W

1

5

0

Ø

P

V

C

PR

W

150Ø

P

VC

2-45°HXH BENDS c/w JOINT RESTRAINTS

RESTRAIN ALL JOINTS WITHIN 5.0m OF

CONNECTION

2-45°HXH BENDS c/w JOINT RESTRAINTS

RESTRAIN ALL JOINTS WITHIN 5.0m OF

CONNECTION

TZ

O

U

H

ALE

M

R

O

AD


1-150Ø COUPLER

CONTRACTOR TO EXPOSE AND

CONFIRM LOCATION PRIOR TO

CONSTRUCTION.


01

4+000 4+020 4+040 4+060 4+080 4+100 4+120 4+140 4+160 4+180

3

4

5

6

7

8

9

10

11

12

13

14

2

3

4

5

6

7

8

9

10

11

12

13

14

4+

02

1.6

98

4+

05

9.9

58

4+

11

4.1

99

4+

15

1.9

78

4+

17

9.1

30

4+

182.893

IN

V

5.2

90

IN

V

5.4

98

PR WATERMAIN

150Ø PVC DR18 C900

54.359m@ -0.38%

IN

V

5.4

98

IN

V

5.4

98

IN

V

6.0

40 PR WATERMAIN

150Ø PVC DR18 C900

38.262m@ -1.42%

IN

V

6.0

40

IN

V

6.9

28

IN

V

6.9

28

IN

V

5.1

45

IN

V

5.2

90 PR WATERMAIN

150Ø PVC DR18 C900

38.294m@ -0.38%

IN

V

5.2

90

IN

V

6.721

IN

V

5.1

45

PR WATERMAIN

150Ø PVC DR18 C900

26.911m@ 5.86%

IN

V

5.1

45

EXISTING GRADE @

ROAD CENTRE LINE

PR W 150Ø PVC

1.0m

M

IN

.

CO

VE

R (T

YP

)

FL

US

H O

UT

EX GAS SLEEVE

(FOR FUTURE GAS LINE)

APPROX.

H 1

1 1

/4

° B

EN

D

EX 300Ø PVC

STORM APPROX.

EX 400Ø PVC

STORM APPROX.

PROPOSED

WATERMAIN INVERT

EXISTING

GRADE

FIR

E H

YD

RA

NT

T

EE

EX-SEWER 300Ø PVC

APPROX.

H B

EG

IN

C

UR

VE

H E

ND

C

UR

VE

8.6

2

7.6

2

7.5

9

7.5

0

7.5

1

7.5

1

7.5

3

7.5

4

7.73

8.68

PR WATERMAIN

150Ø PVC DR18 C900

3.763m@ 5.51%

VE

RT

IC

AL D

EF

LE

CT

IO

N 3°

VE

RT

IC

AL D

EF

LE

CT

IO

N 1°

.

MAINTAIN 300mm MIN.

VERTICAL CLEARANCE

W

EX 100Ø AC

WATER APPROX.

D

EX 400Ø CON

STORM APPROX.

INVERT UNKNOWN

S

S

S

EX 300Ø AC SEWER

APPROX.

0.13Ø CHERRY

1.20Ø POP

GP

GP

0.10Ø POP

0.20Ø ORN

0.75Ø CHERRY

0.55Ø OAK

0.55Ø PINE

0.30Ø CHERRY

CLUSTERØ 5

1.0Ø OAK

O

I

P

X

Rem 1

PLAN 4934

1

PLAN 15846

6

PLAN 20876

5

PLAN 20876

4

PLAN 20876

3

PLAN 20876

2

PLAN 20876

1

PLAN 20876

2259

2269

2271

2263

2241

2253

2247

RETAINING WALL

TOP OF BANK

CONCRETE WALKWAY

G

R

A

V

E

L

PA

TH

TOP OF

BANK

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

T

O

E

O

F

B

A

N

K

T

O

P

O

F

B

A

N

K

D

I

T

C

H

E

D

G

E

O

F

G

R

A

V

E

L

G

R

A

V

E

L

P

A

T

H

CONCRETE

DRIVEWAY

ASPHALT

DRIVEWAY

GRAVEL

AREA

GRAVEL

AREA

GARDEN

ASPHALT

DRIVEWAY

AS

PH

ALT

DR

IV

EW

AY

GARDEN

AS

PH

ALT

DR

IV

EW

AY

BUSH

HEDGE

HE

DG

E

W

W

W

WW

WW

W

W

W

W

W

W

W

W

W

EDGE OF BUSH

EDGE OF BUSH

A

S

P

H

A

L

T

D

R

IV

E

W

A

Y

ASPHALT

DRIVEWAY

RETAINING

WALL

RETAINING

WALL

G

A

R

D

E

N

D

D

D

D

D

D

300Ø PVC

400Ø CSP

OLD PIPE (CRUSHED)

400Ø PVC

HALF PIPE CULVERT

E

D

G

E

O

F

B

U

S

H

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

R

E

T

A

I

N

I

N

G

W

A

L

L

R

E

T

A

I

N

I

N

G

W

A

L

L

G

A

R

D

E

N

G

R

A

V

E

L

P

A

T

H

R

I

M

=

8

.

8

7

E

I

N

V

=

7

.

0

8

S

E

I

N

V

=

7

.

0

8

N

W

I

N

V

=

7

.

0

7

2

0

0

Ø

C

S

P

RIM= 7.52

NE INV= 6.66 (200Ø PVC)

SE INV= 6.61 (300Ø PVC)

NW INV= 6.60 (300Ø PVC)

DMH CB

RIM= 7.50

N INV= 6.13

E INV= 6.11

W INV= 6.20

(400Ø CONC)

D

RIM= 7.37

FULL OF WATER

SE INV= 6.87

50Ø PVC

RIM= 7.57

SE INV= 6.02

NW INV= 6.01

200Ø

D

S

S

S

S

S

SS

SS

SS

SS

SS

S

SLEEVE FOR

FUTURE GAS LINE?

F

U

T

U

R

E

G

A

S

L

I

N

E

?

W

NUT=5.96

NUT=6.04

D

I

C

V

INV=5.90

INV=5.71

NUT=6.90

I

C

V

I

C

V

I

C

V

S

INV=5.74

A

S

S

S

RIM= 7.24

UNABLE TO OPEN LID

(TRUCK PARKED OVER

MANHOLE)

S

S

S

E

X

.

1

0

0

Ø

A

C

W

A

T

E

R

EX. 100Ø AC WATER

EX. 100Ø AC WATER

CB

RIM= 7.18

NW INV= 6.35

SW INV= 6.33

D 200Ø PVC

D 300Ø

P

VC

D 7.244

DMH

17

WWWW

|

|

|

|

|

|

|

|

|

|

|

PR W 150Ø PVC

W

W

WWW

ROSEWOOD AVENUE

W

W

W

W

W

BE

GIN

C

UR

VE

Sta 4+

114.20

E

N

D

C

U

R

V

E

S

t

a

4

+

1

7

9

.

1

3

WATERMAIN

CURVE

DEFLECTION

R=150m

4+000

4+020

4+040

4+060

4+080

4+100

4+120

4+

140

4

+

1

6

0

4

+

1

8

0

4

+

2

0

0

REVISIONS

X ASPHALT CURB

CURB AND GUTTER

BARRIERS

FENCE

REV. No.

OF

SHEET No.

PROJECT:

Horz.

Vert.

SCALE:

ELEV.:

DESIGN:

B.M.:

DATE:

CHECKED:

DRAWN:

CONSULTANTS No.

N.C. No.

GRID No.

WATER MAIN

W

ENGINEER'S

SEAL

TITLE:

L


E

G

E

N

D

EDGE OF PAVEMENT

PROPOSEDEXISTING

X

W

SFM

D

UE

C

SANITARY FORCE MAIN

STORM DRAIN

HYDRO ELEC

CABLE TV

T

GAS

G

TELEPHONE

S

SANITARY SEWER

PROPOSEDEXISTING

SFM

D

UE

C

T

G

S

HYDRANT ASSEMBLY

WATER METER

WATER REDUCER

WATER AIR VALVE

WATER FLUSH

WATER SERVICE

WATER VALVE

PROPOSEDEXISTING

W

WW

SANITARY CLEANOUT

SANITARY SERVICE

STORM MANHOLE

STORM CLEANOUT

STORM LAWN DRAIN

STORM SERVICE

SANITARY MANHOLE

PROPOSEDEXISTING

DITCH/SWALE

UTILITY POLE

GUY WIRE ANCHOR




STORM CATCH BASIN


ROAD MARKING

S

S

S

D

D

D

P

MON

01

85


ROSEWOOD AVENUE

PLAN AND PROFILE

FROM STA 4+00 TO STA 4+1901:250

1:50

___

___

HTC

HTC

IS

#

104

JUNE 2017

36402-01

10

0 2

H 1:250

V 1:50

0

M

A

T

C

H

L

I

N

E

S

E

E

S

H

E

E

T

1

0

5


FLUSHOUT

AS PER COD DETAIL W2

SEE SHEET 107



OF STORM DRAIN

CROSSINGS (TYPICAL)



OF SANITARY SEWER

CROSSINGS (TYPICAL)



OF STORM DRAIN

CROSSINGS (TYPICAL)

1

NOTE:









1

2

1

1

1

1

CONTRACTOR TO RETAIN ARBORIST

TO PROVIDE DIRECTION WITH

RESPECT TO PIPE INSTALLATION

ADJACENT TO COTTONWOOD TREE

FIRE HYDRANT ASSEMBLY

AS PER COD STANDARD

DETAIL W4 - SEE SHEET 107







REMOVE EXISTING FIRE HYDRANT

AND VALVE BOX AND RETURN TO

COD PUBLIC WORKS YARD

REMOVE & DISPOSE

EXISTING FLUSHOUT

AND CONCRETE CAP

EXISTING WATERMAIN

1

2


01

01

4+200 4+220 4+240 4+260 4+280 4+300 4+320 4+340 4+360 4+380 4+400 4+405

10

11

12

13

14

9

10

11

12

13

14

15

16

17

18

19

20

8

9

10

11

12

13

14

15

16

17

18

19

20

4

+3

91

19

.0

CL

BRIER AVE

4

+2

79

12

.8

CL

SYCAMORE STREET

4+

25

6.9

25

4+

26

9.2

84

4+

29

0.0

32

4+

32

0.0

00

4+

35

5.6

84

4+

38

4.6

25

4+

39

3.1

35

IN

V

12

.1

52

IN

V

11

.3

00

PR WATERMAIN

150Ø PVC DR18 C900

20.779m@ 4.10%

IN

V

11

.3

00

IN

V

15

.0

92

IN

V

13

.5

76

PR WATERMAIN

150Ø PVC DR18 C900

35.684m@ 4.25%

IN

V

13

.5

76

IN

V

11

.3

00

IN

V

10

.8

18

PR WATERMAIN

150Ø PVC DR18 C900

12.371m@ 3.90%

IN

V

10

.8

18

IN

V

13

.5

76

IN

V

12

.1

52

PR WATERMAIN

150Ø PVC DR18 C900

29.973m@ 4.75%

IN

V

12

.1

52

IN

V

10

.8

18

PR WATERMAIN

150Ø PVC DR18 C900

73.439m@ 5.30%

IN

V

17

.1

72

IN

V

15

.0

92

PR WATERMAIN

150Ø PVC DR18 C900

28.940m@ 7.19%

IN

V

15

.0

92

EXISTING GRADE @

ROAD CENTRE LINE

P

R

W

1

5

0

Ø

P

V

C

P

R

W

1

5

0

Ø

P

V

C

1.0

m M

IN

.

CO

VE

R (T

YP

)

EX 100Ø CI

WATER APPROX.

EX CB LEAD

APPROX.

EX 100Ø AC

WATER APPROX.

EX 200Ø SEWER

APPROX.

EX GAS SLEEVE


APPROX.

.

VE

RT

IC

AL

D

EF

LE

CT

IO

N 3

°

PROPOSED

WATERMAIN INVERT

EXISTING

GRADE

4+

39

3.1

35

TE

EIN

V

17

.7

30

FIR

E H

YD

RA

NT

T

EE

EX 100Ø AC

WATER APPROX.

9.9

4

10

.8

1

11

.4

8

12

.0

9

12

.8

8

13

.9

6

14

.7

7

15

.4

8

16

.5

1

18.24

4+

39

0.9

16

H 4

5° B

EN

DIN

V

17.588

PR WATERMAIN

150Ø PVC DR18 C900

6.291m@ 6.61%

TE

E

FIR

E H

YD

RA

NT

T

EE

VE

RT

IC

AL

DE

FL

EC

TIO

N 1

°

PR WATERMAIN

150Ø PVC DR18 C900

2.580m@ 5.49%

MAINTAIN 300mm MIN.

VERTICAL CLEARANCE

W

G

E

X

.

6

0

Ø

P

E

G

A

S

W

W

G

E

X

. 6

0

Ø

P

E

G

A

S

EX 350Ø PVC

STORM APPROX.

INVERT UNKNOWN

S

S

S

S

S

S

S

D

EX 150Ø AC SEWER

APPROX.

S

E

X

. 1

0

0

Ø

C

I W

A

T

E

R

EX

D

MH

EX

S

MH

NUT=17.68

NUT=17.62

0.64Ø

OIP

0.37Ø

0.45Ø

0.60Ø FIR

0.12Ø FIR

1.0Ø CHERRY

0.13Ø CHERRY

OIP

G

G

W

W

W

X

G

G

G

G

G

G

G

G

G

GG

G

G

G

G

G

G

G

1

1

B

L

O

C

K

2

P

L

A

N

1

1

7

7

5

BL

OC

K 1

PL

AN

1

17

75

7

BLOCK 1

PLAN 11775

6

BLOCK 1

PLAN 11775

5

BLOCK 1

PLAN 11775

4

BLOCK 1

PLAN 11775

3

BLOCK 1

PLAN 11775

2

BLOCK 1

PLAN 11775

1

BLOCK 1

PLAN 11775

10

PLAN 13195

9

PLAN 13195

7

P

L

A

N

1

3

1

9

5

4

PLAN 13195

3

PLAN 13195

2

PLAN 15846

G

G

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

EDGE OF BUSH

CONCRETE

DRIVEWAY

T

O

P

O

F

B

A

N

K

TO

E O

F B

AN

K

TOP OF BANK

TOE OF BANK

WOOD RAIL TIES

EDGE OF BUSH

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

D

R

IP

L

IN

E

221622222228

2221

22022210 2196

2201

5

8

0

7

2189

57

98

2190

2235

2231

5

8

0

9

W

D

D

D

D

D

D

D

D

D

W

W

W

W

W

W

W

W

W

WW

W

W

W

W

RETAINING

WALL

GRAVEL

DRIVEWAY

GARDEN

G

G

G

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

ASPHALT

DRIVEWAY

CONCRETE

DRIVEWAY

ASPHALT

DRIVEWAY

CONCRETE

DRIVEWAY

CONCRETE

SIDEWALK

CONCRETE

DRIVEWAY

SIG

N

RETAINING WALL

GARDEN

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

GA

RD

EN

HE

DG

E

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

E

D

G

E

O

F

B

U

S

H

ED

G

E O

F B

U

SH

R

IM

=

18.07

TO

P O

F P

VC

EL=

17.97

RIM= 17.07

UNABLE TO

OBTAIN INVERTS

(FULL OF WATER)

RIM= 12.78

N INV= 8.93

SE INV= 8.88

W INV= 8.86

CONC PIPES

RIM= 12.98

NW INV= 11.61

E INV= 11.61

S INV= 11.57

200Ø

RIM= 12.61

NW INV= 10.83

E INV= 10.84

W INV= 10.73

400Ø PVC PIPES

RIM= 9.97

E INV= 8.50

W INV= 8.45

200Ø

TREELINE

GARDEN

PLANTER

RETAINING

WALL

RETAINING WALL

EDGE OF BUSH

RETAINING

WALL

EDGE OF BUSH

G

A

R

D

E

N

T

O

P

O

F

B

A

N

K

D

D

D

S

S

S

S

S

S

S

SLEEVE FOR

FUTURE GAS LINE?

W

D

S

D

NUT=10.41

EDGE OF BUSH

S

S

S

S

S

S

S

S

S

EX. 100Ø AC WATER

EX. 100Ø AC WATER

E

X

.

1

0

0

Ø

A

C

W

A

T

E

R

E

X

.

1

0

0

Ø

C

I

W

A

T

E

R

EX. 100Ø CI WATER

S 150Ø AC

S 150Ø AC

D 375Ø PVC

D

3

7

5

Ø

P

V

C

D 375Ø PVC

G 6

0Ø P

E

G

4

2

Ø

P

E

G 6

0Ø P

E

G

6

0

Ø

P

E

G 60Ø

P

E

W

|

|

|

|

|

|

|

|

|

|

W

W

W

5

+

1

6

0

5

+

1

8

0

5+

200

|

|

W

W

W

W

3

+

0

0

0

3

+

0

2

0

3

+

0

4

0

|

|

|

W

W

W

W

PR W 150Ø PVC

P

R

W

1

5

0

Ø

P

V

C

W

W

W

W

W

W

W

PR W 150Ø PVC

B

R

I

E

R

ROSEWOOD AVENUE

S

Y

C

A

M

O

R

E

S

T

R

E

E

T

4+200

4+220

4+240

4+260

4+280

4+300

4+320

4+340

4+360

4+380

4+400

3.03

17.000

PAINT LINE

D

D

D

D 375Ø PVC

|

|W

REVISIONS

X ASPHALT CURB

CURB AND GUTTER

BARRIERS

FENCE

REV. No.

OF

SHEET No.

PROJECT:

Horz.

Vert.

SCALE:

ELEV.:

DESIGN:

B.M.:

DATE:

CHECKED:

DRAWN:

CONSULTANTS No.

N.C. No.

GRID No.

WATER MAIN

W

ENGINEER'S

SEAL

TITLE:

L


E

G

E

N

D

EDGE OF PAVEMENT

PROPOSEDEXISTING

X

W

SFM

D

UE

C

SANITARY FORCE MAIN

STORM DRAIN

HYDRO ELEC

CABLE TV

T

GAS

G

TELEPHONE

S

SANITARY SEWER

PROPOSEDEXISTING

SFM

D

UE

C

T

G

S

HYDRANT ASSEMBLY

WATER METER

WATER REDUCER

WATER AIR VALVE

WATER FLUSH

WATER SERVICE

WATER VALVE

PROPOSEDEXISTING

W

WW

SANITARY CLEANOUT

SANITARY SERVICE

STORM MANHOLE

STORM CLEANOUT

STORM LAWN DRAIN

STORM SERVICE

SANITARY MANHOLE

PROPOSEDEXISTING

DITCH/SWALE

UTILITY POLE

GUY WIRE ANCHOR




STORM CATCH BASIN


ROAD MARKING

S

S

S

D

D

D

P

MON

01

86


ROSEWOOD AVENUE

PLAN AND PROFILE

FROM STA 4+190 TO STA 4+4001:250

1:50

___

___

HTC

HTC

IS

#

105

JUNE 2017

36402-01

10

0 2

H 1:250

V 1:50

0

MA

TC

HLIN

E S

EE

S

HE

ET

1

04


REFER TO SHEET 106 FOR CONTINUATION




OF SANITARY SEWER

CROSSINGS (TYPICAL)

S

Y

C

A

M

O

R

E

R

E

F

E

R

T

O

S

H

E

E

T

1

0

3

F

O

R

C

O

N

T

I

N

U

A

T

I

O

N

A

V

E

N

U

E

CONNECTION

DETAIL

SCALE 1:100

1

NOTE:









1

2

1

1

1

1

FIRE HYDRANT ASSEMBLY AS

PER COD STANDARD DETAIL W4

SEE SHEET 107

150 FxFxF TEE

c/w THRUST BLOCK TO SUIT.


c/w JOINT RESTRAINTS 3.0m

IN ALL DIRECTIONS




FIRE HYDRANT ASSEMBLY AS

PER COD STANDARD DETAIL W4

SEE SHEET 107


PR W 150Ø PVC

PR

W

1

50

Ø P

VC

2

2

2

2

1


01

01

01

01

CONTRACTOR TO VERIFY THE

INVERT OF EXISTING STORM DRAIN

PRIOR TO CONSTRUCTION

01

5+

026.306

FIR

E H

YD

RA

NT

IN

V

15.678

5+

021.167

TIE

IN

E

XIS

TIN

G W

AT

ER

MA

IN

IN

V

15.649

5+

024.678

H 45° B

EN

DIN

V

15.668

9

10

11

12

13

14

15

16

17

18

19

20

8

9

10

11

12

13

14

15

16

17

18

19

20

16.96

17.07

16.55

15.65

14.77

14.04

13.72

13.51

13.13

12.30

5+000 5+020 5+040 5+060 5+080 5+100 5+120 5+140 5+160 5+180 5+200

5+

193.080

TE

EIN

V

11.300

5+

031.132

5+

085.402

5+

120.000

5+

134.109

5+

136.819

IN

V

12.932

IN

V

14.156

PR WATERMAIN

150Ø PVC DR18 C900

34.416m@ 3.56%

IN

V

14.156

IN

V

11.827

IN

V

12.641

PR WATERMAIN

150Ø PVC DR18 C900

44.692m@ 1.82%

IN

V

12.641

IN

V

12.648

IN

V

12.932

PR WATERMAIN

150Ø PVC DR18 C900

14.108m@ 2.01%

IN

V

12.932

IN

V

14.156

IN

V

15.704

PR WATERMAIN

150Ø PVC DR18 C900

53.861m@ -2.87%

IN

V

15.704

EXISTING GRADE @

ROAD CENTRE LINE

5+

191

12.6

CL

ROSEWOOD AVE

PR

W

150Ø

PV

C

1.0m

M

IN

.

CO

VE

R (T

YP

)

PR WATERMAIN

150Ø PVC C900

11.584m@ 4.55%

P

R

W

1

5

0

Ø

P

V

C

EX. 100 W

ATER

5+

181.500

H 45° B

EN

DIN

V

11.827

EX 375Ø PVC

STORM APPROX.

EX 300Ø PVC

STORM APPROX.

EX 200Ø SEWER

APPROX.

EX 100Ø AC

WATER APPROX.

EX 300Ø PVC

STORM APPROX.

H E

ND

C

UR

VE

PROPOSED

WATERMAIN INVERT

EXISTING

GRADE

PR

W

150Ø

PV

C

MAINTAIN 300mm MIN.

VERTICAL CLEARANCE

PR WATERMAIN

150Ø PVC DR18 C900

1.631m@ -0.57%

PR WATERMAIN

150Ø PVC DR18 C900

4.696m@ 0.41%

AIR

R

ELE

AS

E V

ALV

E

H B

EG

IN

C

UR

VE

VE

RT

IC

AL D

EF

LE

CT

IO

N 2°

PR WATERMAIN

150Ø PVC DR18 C900

3.785m@ 0.19%

H 45° B

EN

D

VD

2°

H 45° B

EN

D

VD

1°

P

R

W

150Ø

P

V

C

PR WATERMAIN

150Ø PVC DR18 C900

4.106m@ -0.65%

3.24m

VE

RT

IC

AL

D

EF

LE

CT

IO

N 1

1

/2

°

G

G

G

EX GAS SLEEVE


APPROX.

EX 100Ø AC

WATER APPROX.

W

W

W

S

S

W

W

W

W

W

W

EX

-S

MH

EX 300Ø PVC

STORM APPROX.

EX

-D

MH

EX

.W

AT

ER

MA

IN

IN

VE

RT

U

NK

NO

WN

D

D

EX 200Ø SEWER

APPROX.

0.60Ø FIR

0.12Ø FIR

1.0Ø CHERRY0.80Ø POP

CLUSTERØ CED

0.60Ø CED

Ø

0.15Ø J.MAP

0.40Ø B.SPR

0.35Ø ORN

0.20Ø ORN

O

I

P

O

I

P

O

I

P

O

I

P

W

W

W

G

G

G

W

W

W

X

G

G

G

G

G

3B

L

O

C

K

1

P

L

A

N

1

1

7

7

5

P

L

A

N

1

3

1

9

5

7

PLAN 13195

5

PLAN 13195

4

P

L

A

N

1

3

1

9

5

2

0

P

L

A

N

1

9

2

4

0

21

PLAN 19240

22

PLAN 19240

23

PLAN 19240

5

P

L

A

N

1

9

2

4

0

6

P

L

A

N

1

9

2

4

0

7

PLAN 19240

8

PLAN 19240

9

PLAN 19240

10

PLAN 19240

W

W

W

W

G

G G

G

G

G

G

G

D

R

I

V

E

W

A

Y

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

H

E

D

G

E

G

A

R

D

E

N

G

A

R

D

E

N

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

A

S

P

H

A

L

T

D

R

IV

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

IV

E

W

A

Y

A

S

P

H

A

LT

D

R

IV

E

W

A

Y

A

S

P

H

A

L

T

D

R

IV

E

W

A

Y

HEDGE

AS

PH

ALT

DR

IV

EW

AY

ASPHALT

DRIVEWAY

AS

PH

ALT

DR

IV

EW

AY

GARDEN

AS

PH

ALT

DR

IV

EW

AY

AS

PH

ALT

DR

IV

EW

AY

CONCRETE

DRIVEWAY

CONCRETE

RETAINING

WALL

CO

NC

RE

TE

DR

IV

EW

AY

ASPHALT

DRIVEWAY

E

D

G

E

O

F

B

U

S

H

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

T

O

P

O

F

B

A

N

K

T

O

E

O

F

B

A

N

K

5813

2

2

1

6

2

2

2

1

2

2

0

1

5807

58195825

5833

5838

5

8

4

4

5830

5

8

4

7

5820

5841

5

8

5

5

WW

D

D

D

D

D

D

D

D

D

D

D

D

D

W

W

G

G

G

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

C

O

N

C

R

E

T

E

S

I

D

E

W

A

L

K

R

I

M

=

1

2

.

7

8

N

I

N

V

=

8

.

9

3

S

E

I

N

V

=

8

.

8

8

W

I

N

V

=

8

.

8

6

C

O

N

C

P

I

P

E

S

R

I

M

=

1

2

.

9

8

N

W

I

N

V

=

1

1

.

6

1

E

I

N

V

=

1

1

.

6

1

S

I

N

V

=

1

1

.

5

7

2

0

0

Ø

R

I

M

=

1

2

.

6

1

N

W

I

N

V

=

1

0

.

8

3

E

I

N

V

=

1

0

.

8

4

W

I

N

V

=

1

0

.

7

3

4

0

0

Ø

P

V

C

P

I

P

E

S

R

E

T

A

I

N

I

N

G

W

A

L

L

E

D

G

E

O

F

B

U

S

H

GARDEN

TOP OF BANK

EDGE OF BUSH

RETAINING WALL

G

CO

NC

S

W

WOOD

RETAINING WALL

ROCK GARDEN

EDGE OF

BUSH

CO

NC

RE

TE

DR

IV

EW

AY

EDGE OF

BUSH

GARDEN

EDGE OF

BUSH

ASPHALT

DRIVEWAY

WOOD RETAINING WALL

RETAINING WALL

W

RIM= 17.02

SE INV= 14.84

NW INV= 14.88

300Ø PVC

RIM= 17.03

SE INV= 14.14 (200Ø)

SW INV= 15.17 (120Ø PVC)

NW INV= 14.15 (200Ø)

RIM= 16.41

SE INV= 14.62

NW INV= 14.61

300Ø PVC

RIM= 14.10

NE INV= 12.66

SW INV= 12.53

NW INV= 12.58

200Ø

RIM= 13.79

NW INV= 12.12 (250Ø PVC)

SW INV= 12.12 (300Ø PVC)

RIM= 13.65

NE INV= 13.19 (300Ø PVC)

SE INV= 13.21 (100Ø PVC)

SW INV= 12.28 (300Ø PVC)

NW INV= 13.28 (100Ø PVC)

RIM= 13.53

NE INV= 11.64

E INV= 11.62

S INV= 11.62

300Ø PVC

DMH CONC

RIM= 12.89

SE INV= 12.08 (300Ø CSP)

SW INV= 12.01 (300Ø CSP)

NW INV= 12.16 (300Ø CONC)

(DOESN'T LOOK LIKE IT IS IN USE)

D

D

D

D

D

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

D

D

NUT=13.27

D

D

D

INV=15.26

NUT=15.99

S

D

S

S

S

S

D

S

E

X

.

1

0

0

Ø

A

C

W

A

T

E

R

EX. 100Ø AC W

ATER

S

1

5

0

Ø

A

C

S

1

5

0

Ø

A

C

D

3

7

5

Ø

P

V

C

D 3

75Ø P

VC

D

3

7

5

Ø

P

V

C

G 60Ø PE

G

6

0

Ø

P

E

W

W

|

|

|

5

+

0

0

0

5

+

0

2

0

5

+

0

4

0

5

+

0

6

0

5+

080

5+100 5+120 5+140 5+1605+180

5

+

2

0

0

|

|

|

|

|

| | | |

|

WW

W

W

W

W

W

W

W

W

W

PR W 150Ø PVC

PR W 150Ø PVC

W

P

R

W

1

5

0

Ø

P

V

C

S

Y

C

A

M

O

R

E

S

T

R

E

E

T

SYCAMORE

S

TREET

W

W

W

W

WATERMAIN

CURVE

DEFLECTION

R=150m

B

E

G

IN

C

U

R

V

E

S

ta

5

+

0

3

1

.1

2

EN

D C

UR

VE

Sta 5+

085.40

4

+

2

6

0

4

+

2

8

0

4

+

3

0

0

P

R

W

1

5

0

Ø

P

V

C

W

G

W

W

NUT=15.99

W

W

REVISIONS

X ASPHALT CURB

CURB AND GUTTER

BARRIERS

FENCE

REV. No.

OF

SHEET No.

PROJECT:

Horz.

Vert.

SCALE:

ELEV.:

DESIGN:

B.M.:

DATE:

CHECKED:

DRAWN:

CONSULTANTS No.

N.C. No.

GRID No.

WATER MAIN

W

ENGINEER'S

SEAL

TITLE:

L


E

G

E

N

D

EDGE OF PAVEMENT

PROPOSEDEXISTING

X

W

SFM

D

UE

C

SANITARY FORCE MAIN

STORM DRAIN

HYDRO ELEC

CABLE TV

T

GAS

G

TELEPHONE

S

SANITARY SEWER

PROPOSEDEXISTING

SFM

D

UE

C

T

G

S

HYDRANT ASSEMBLY

WATER METER

WATER REDUCER

WATER AIR VALVE

WATER FLUSH

WATER SERVICE

WATER VALVE

PROPOSEDEXISTING

W

WW

SANITARY CLEANOUT

SANITARY SERVICE

STORM MANHOLE

STORM CLEANOUT

STORM LAWN DRAIN

STORM SERVICE

SANITARY MANHOLE

PROPOSEDEXISTING

DITCH/SWALE

UTILITY POLE

GUY WIRE ANCHOR




STORM CATCH BASIN


ROAD MARKING

S

S

S

D

D

D

P

MON

01

87


SYCAMORE STREET

PLAN AND PROFILE

FROM STA 5+000 TO STA 5+2001:250

1:50

___

___

HTC

HTC

IS

#

106

JUNE 2017

36402-01

10

0 2

H 1:250

V 1:50

0

R

E

F

E

R

T

O

S

H

E

E

T

1

0

5

F

O

R

C

O

N

T

I

N

U

A

T

I

O

N


AIR RELEASE VALVE AS

PER COD DETAIL W5

R

E

F

E

R

T

O

S

H

E

E

T

1

0

5

F

O

R

C

O

N

T

I

N

U

A

T

I

O

N



OF SANITARY SEWER

CROSSINGS (TYPICAL)

R

O

S

E

W

O

O

D

A

V

E

N

U

E

CONNECTION

DETAIL

SCALE 1:100

1

NOTE:









1

2

1

1

1

1

1

1

1

1

11

ABANDON EXISTING 100Ø CI WATERMAIN

CAP WITH CONCRETE


100Ø COUPLER

100ØHX150ØF REDUCER

150 FxH 45° BEND c/w THRUST BLOCK




FIRE HYDRANT

ASSEMBLY AS PER

COD STANDARD

DETAIL DRAWING W4

150 HxH 45° BEND

c/w TRUST BLOCK

2-150 HxH 45° BENDS









ALL WATER SERVICE SADDLES ARE TO BE

SPACED A MINIMUM OF 1.0m FROM ANY JOINT

OR ANOTHER SERVICE SADDLE.

IF THERE ARE MULTIPLE SERVICE SADDLES

ON ONE LENGTH OF PIPE THAT THEY ARE TO

BE INSTALLED AT DIFFERENT ANGLES.

E

X

.

1

0

0

Ø

A

C

W

E

X

.

1

0

0

Ø

A

C

W

P

R

.

1

5

0

Ø

P

V

C

W

E

X

.

G

A

S

150 HxF 45° BEND

c/w TRUST BLOCK

2


01

01

addendum #1 - duncan

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