192

194

196

198

200

192

194

196

198

200

CHAINAGE

EP ELEV.

TOP OF WM

300mm∅ SAN SEWER ±

864mm STM SEWER ± 965mm STM SEWER ±

STM

MH 08

SAN

MH 14

STM

MH 09

STM

MH 10

SAN

MH 15

CL LAKESHORE DRIVE PROFILE

CHAINAGE

TOP OF WM

11+3

10

11+3

20

11+3

40

11+3

60

11+3

80

11+4

00

11+4

20

11+4

40

11+4

50

194.8

6

194.8

7

194.9

1

194.9

5

195.0

0

195.0

4

195.0

8

197.5

4

197.6

0

197.6

6

197.7

2

197.7

5

197.6

9

197.5

9

197.4

9

197.3

9

197.2

8

197.1

8

197.1

3

197.1

4

197.1

6

197.1

8

197.2

0

197.2

2

EP ELEV.

WESTERN EDGE OF

PAVEMENT PROFILE

400mm∅ WATERMAIN

CB 03

(TO BE ABANDONED)

(TO BE ABANDONED)

100mm∅ WATERMAIN

100mm∅ WATERMAIN

G

ra

v

e

l D

riv

e

w

a

y

Gravel D

rivew

ay

Asphalt D

rivew

ay

A

sphalt D

rivew

ay

Asphalt D

rivew

ay

Asphalt Parking Lot

Asphalt D

rivew

ay

Asphalt Driveway

Private C

onc. S

idew

alk

Guy

HP

HP

HP/LS

HP/LS

TRANS

HP/LS

TRANS

GUY

HP/TRANS

LP

GUY

PUP CB

GUY

LAKESHORE DRIVE

Wo

od

F

en

ce

Wood Fence

Wood F

ence

Chain Link F

ence

Wood Fence

Asphalt Sidewalk

THEL

MA

AVE

.

Concrete Sidewalk

EX. BELL U/G CONC. DUCT

EX. BELL U/G CONC. DUCT

EX. BELL U/G CONC. DUCT

SAN MH 14300mm SAN SEWERSAN MH 15300mm SAN SEWER

SAN MH 16

200m

m SA

N SE

WER

200m

m SA

N SE

WER

320

11

340

11

360

11

380

11

400

11

420

11

440

11

STM MH 08 STM MH 09864mm STM SEWER STM MH 10965mm STM SEWER

STM MH 11

400mm∅ WATERMAIN

CL LAKESHORE DRIVE

Grass Grass

50mm GAS LINE 50mm GAS LINE

50mm GAS LINE

150mm GAS LINE

150mm GAS LINE

150mm GAS LINE

CL THELMA AVENUE

11+440.1 CL LAKESHORE DRIVE= 10+000

NEW 20mmØ COPPER WATER SERVICE FROM NEW 400mmØ

WATERMAIN TO WEST R.O.W. LINE COMPLETE WITH TAP

AND DOUBLE SADDLE, MAIN STOP, CURB STOP AND

CONNECTION TO EXISTING. (TYP)

Torbay Cottages

FH

400x200 TEE WITH

ANCHORED GATE VALVE,

VALVE BOX AND COVER

CONNECT TO EXISTING

200mm WATERMAIN

NEW 20mmØ COPPER WATER SERVICE FROM NEW 400mmØ

WATERMAIN TO WEST OF LAKESHORE DRIVE CENTERLINE,

COMPLETE WITH TAP AND DOUBLE SADDLE, MAIN STOP

AND CONNECTION TO EXISTING WATER SERVICE. (TYP)

Peppertree Village

CB 03

Lincoln Motel

400mm∅ WATERMAIN

Max Multi Mart

WSO

WSO

WSO

WV

WSO

400x200 CROSS

400x200 TEE, ANCHORED

GATE VALVE, VALVE BOX

AND COVER

400x150 TEE, ANCHORED

GATE VALVE, VALVE BOX

AND COVER

CONCRETE CURB &

GUTTER OPSD 600.040

(TYP.)

CONCRETE SIDEWALK OPSD

310.010 (150mm THICK)

HYDRANT SET

COMPLETE WITH TEE,

150mmØ LEAD, GATE

VALVE, VALVE BOX

COVER AND HYDRANT

400x200 TEE WITH

ANCHORED GATE

VALVE, VALVE BOX

AND COVER

PAVED BOULEVARD

SUPERPAVE 12.5

(50mm THICK)

7.6m 6.0m

13.2m

9.0m

WV

5m-300mmØ STORM

SEWER, CONNECT

TO EXISTING

200mmØ PVC WATER SERVICEFROM NEW 400mmØ WATERMAINTO R.O.W. LINE COMPLETE WITHTEE, 2ND GATE VALVE AND BOXAT R.O.W. LINE AND CONNECTIONTO EXISTING

300m

m ST

M SE

WER

WV

NEW DCB AND

PART LEAD

WV

BREAK INTO AND

CONNECT TO EXISTING

STORM MANHOLE

WV

200mmØ PVC WATER SERVICEFROM NEW 400mmØ TO R.O.W.

LINE COMPLETE WITH TEE, 2NDGATE VALVE AND BOX AT R.O.W.

LINE AND CONNECTION TOEXISTING

WV

LAKESHORE DRIVE WEST

RIGHT OF WAY LIMIT

PAVED LANES

40mm SURFACE SUPERPAVE 12.5 OVER

50mm UPPER BINDER SUPERPAVE 19.0 OVER

50mm LOWER BINDER SUPERPAVE 19.0 OVER

150mm GRANULAR A BASE OVER

450mm MINIMUM GRANULAR TYPE I SUBBASE OVER

TRENCH BACKFILL (NATIVE)

DISCHARGE SUBDRAIN

TO CB WITH TEE

200mm SERVICE, CONNECTTO EXISTING SERVICE

200mm SERVICE, CONNECTTO EXISTING SERVICE

45° BENDS

45° BENDS

45° BENDS

GENERAL LEGEND

EXISTING FENCE LINE

PROPERTY LINE

EXISTING SANITARY SEWER

EXISTING WATER MAIN

EXISTING ROAD CENTERLINE (PLAN & PROFILE)

EXISTING GAS LINE

EXISTING UNDERGROUND BELL LINE

EXISTING BELL UNDERGROUND DUCT

EXISTING EDGE OF PAVEMENT

EXISTING STORM SEWER

EX. BELL U/G CONC. DUCT

WV

EXISTING STORM MANHOLE

EXISTING STORM (DOUBLE) CATCH BASIN

EXISTING STORM CATCH BASIN MANHOLE

EXISTING SANITARY MANHOLE

HP

GUY

EXISTING/PROPOSED WATERMAIN VALVE

LP

WSOEXISTING/PROPOSED WATERMAIN SHUTOFF

FH

EXISTING/PROPOSED FIRE HYDRANT

PROPOSED 400mm DIAMETER WATERMAIN

PROPOSED COMMERCIAL/MULTI

RESIDENTIAL WATER SERVICE LINE

PROPOSED RESIDENTIAL WATER SERVICE LINE

WSO

WV

PROPOSED STORM SEWER

FH

BORE HOLE/PROBE HOLE

EXISTING HYDRO POLE COMPLETE WITH GUY

PROPOSED STORM CATCH BASINS

PROPOSED STORM CATCH BASIN MANHOLES

EXISTING STREET LIGHT POLE

EXTENT OF GRADING AREA

REDUCER

THRUST BLOCK

6.0m

DROPPED CURB WITH DIMENSION

CB DCB

CBMH DCBMH

PROPOSED 150mmØ SUBDRAIN

File Name:

Project Title

Project No.

Dwg. No. Rev. No.

No. Revision Date

Professional Seal(s)

Date Printed:

Checked By: R.E.A. / K.K.M.

Drawn By: J.J.D.

Approved By: K.K.M.

By:

I:\C

AD

\E

NG

\L

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es

ho

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ate

rm

ain

u

ps

izin

g M

org

an

to

M

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at

12/9/2016

5047 Lakeshore Watermain Phase 1&2 (OCT 30 2013)

CAUTION: DO NOT SCALE DRAWINGS.

THIS REPRODUCTION MAY BE AT A SIZE DIFFERENT THAN ORIGINALLY DRAWN. EXP

ASSUMES NO RESPONSIBILITY FOR INCORRECT SCALING. UNAUTHORIZED REPRODUCTION

OR REUSE IS STRICTLY PROHIBITED. NOT PUBLISHED - ALL RIGHTS RESERVED. EXP

EXPRESSLY DISCLAIMS RESPONSIBILITY ARISING FROM UNAUTHORIZED USE OF THESE

DRAWINGS AND NOTES. AUTHORIZATION MUST BE IN WRITING.

© exp, 2013

www.exp.com

• BUILDINGS • EARTH & ENVIRONMENT • ENERGY •

• INDUSTRIAL • INFRASTRUCTURE • SUSTAINABILITY •

exp Services Inc.

ISSUED FOR CONSTRUCTION

Infrastructure Services - North Bay

B-1850 Bond Street

North Bay, Ontario, Canada

P1B 4V6

Ph. 705 474 2720

Fax 705 474 8515

Date:

Date:

NB-09-5047

Upgrades to Lakeshore

Drive Watermain

Corporation of the City of North Bay

Scale: 1:250H / 1:50V

PH2-6

1 Preliminary review by the city of North Bay April 8, 2013

Dwg. Title

ST

N 1

+4

50

- M

AT

CH

LIN

E - S

EE

D

WG

P

H2

-8

F

OR

C

ON

TIN

UA

TIO

N

ST

N 1

+3

10

- M

AT

CH

LIN

E - S

EE

D

WG

P

H2

-4

F

OR

C

ON

TIN

UA

TIO

N

N

N E

S

W

North of Thelma Avenue

11+310 to 11+450

New Construction

Plan and Profile

ConstructionNorth

NOTES:

1) LOCATE DROP CURBS IN FIELD TO

SUIT EXISTING DRIVEWAYS (MINIMUM

6m).

2) NEW 400mmØ WATERMAIN TO BE

LOCATED 2.5m EAST OF THE

WESTERN LAKESHORE DRIVE EDGE

OF PAVEMENT.

3) WATER SUPPLY SHALL BE

MAINTAINED TO ALL PROPERTIES

THROUGHOUT THE PROJECT. ONLY

EXCEPTION SHALL BE WHEN

CONNECTION TO NEW WHICH SHALL

BE LIMITED TO 4 HOURS AND

SCHEDULED TO MINIMIZE

INCONVENIENCE TO PROPERTIES.

4) ALL INSTALLED WATERMAIN ENDS

SHALL BE CAPPED TEMPORARILY

UNTIL CONNECTIONS TO EXISTING

ARE MADE.

PHASE 2

Marshall Park Drive to

Sunset Boulevard

L-44