4
DATE: 2019-08-19, 08:34 FILE: Z:\Proj-Active\12526-01 RDN - Whiskey Creek Access Road Design\10.0 Drawings\1 - Active\12526-1-C-BASE DESIGN.dwg McElhanney Cover D - 2019-04-01 CLIENT ADDRESS / CONTACT INFO. PROJECT NAME DESCRIPTION McELHANNEY PROJECT REGIONAL DISTRICT OF NANAIMO 6300 HAMMOND BAY ROAD NANAIMO, BC V9T 6N2 WHISKEY CREEK WELL ACCESS ROAD 2231-12526-01 / RDN Tender No. 19-059 OTHER REFERENCE MOTI CONSTRUCTION PERMIT 2018-06573 OLTC L51395 LICENSE TO CUT STATUS ISSUED FOR TENDER Suite 1 1351 Estevan Road Nanaimo BC Canada V9S 3Y3 Tel 250 716 3336 DRAWING LIST SHEET # SHEET TITLE REVISIONS PA PB PC 0 1 2 3 X X 101 CLEARING AND GRUBBING X X X 102 ROAD PLAN & PROFILE X X X 103 SECTIONS X X X GENERAL NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH REGIONAL DISTRICT OF NANAIMO BYLAW NO. 500 AND MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (MMCD LATEST EDITION). WHERE A CONFLICT EXISTS BETWEEN THE TWO DOCUMENTS THE MORE STRINGENT STANDARD WILL GOVERN. 2. ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND SHOULD BE CONFIRMED BY USE OF A PIPE LOCATOR AND MANUAL DIGGING. ALL OR ANY STRUCTURES NOT NECESSARILY SHOWN. 3. ALL ELEVATIONS ARE TO GEODETIC DATUM. 4. ANY ALTERNATIVES TO SPECIFIED MATERIALS OR APPURTENANCES TO BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 5. THE LOCATIONS OF EXISTING SERVICES ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. EXISTING AND PROPOSED SERVICES MAY REQUIRE ADJUSTMENT WHERE A CONFLICT OCCURS. THE ENGINEER SHALL BE NOTIFIED OF ANY CONFLICT. 6. ALL SURFACES TO BE RESTORED TO EXISTING CONDITION OR BETTER AS PER MOTI PERMIT NUMBER 2018-06573. CONTRACTOR TO ADHERE TO ALL CONDITIONS AND CRITERIA OUTLINED THEREIN. 7. THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 8. CONTRACTOR TO COMPLY WITH ALL APPLICABLE MINISTRY OF LAND, WATER REQUIREMENTS & AIR PROTECTION AND DEPARTMENT OF FISHERIES & OCEANS CANADA AT ALL TIMES DURING CONSTRUCTION. 9. ALL TREES NOT BEING REMOVED IN THE CONSTRUCTION AREA SHALL BE PROTECTED. 10. MINIMUM COVER OVER STORM TO BE 1.0 METERS. 11. CONTRACTOR RESPONSIBLE FOR APPLICABLE PERMITS. 12. ALL TREE CUTTING TO OCCUR OUTSIDE THE BIRD NESTING WINDOW AS PER MINISTRY OF THE ENVIRONMENT OR APPLICABLE RDN BYLAWS. LOCATION PLAN SCALE: ; NTS 001 TITLE SHEET LOCATION PLAN, DRAWING SCHEDULE & GENERAL NOTES X WHISKEY CREEK I S S U E D F O R T E N D E R

REGIONAL DISTRICT OF NANAIMO McElhanney Cover D - 2019-04 … · locator and manual digging. all or any structures not necessarily shown. 3.all elevations are to geodetic datum. 4.any

  • Upload
    others

  • View
    0

  • Download
    0

Embed Size (px)

Citation preview

Page 1: REGIONAL DISTRICT OF NANAIMO McElhanney Cover D - 2019-04 … · locator and manual digging. all or any structures not necessarily shown. 3.all elevations are to geodetic datum. 4.any

DA

TE

: 2

01

9-0

8-1

9, 0

8:3

4 F

IL

E: Z

:\P

ro

j-A

ctive

\1

25

26

-0

1 R

DN

- W

hiske

y C

re

ek A

cce

ss R

oa

d D

esig

n\1

0.0

D

ra

win

gs\1

- A

ctive

\1

25

26

-1

-C

-B

AS

E D

ES

IG

N.d

wg

McE

lh

an

ne

y C

ove

r D

- 2

01

9-0

4-0

1

CLIENT

ADDRESS / CONTACT INFO.

PROJECT NAME

DESCRIPTION

McELHANNEY PROJECT

REGIONAL DISTRICT OF NANAIMO

6300 HAMMOND BAY ROAD

NANAIMO, BC V9T 6N2

WHISKEY CREEK WELL

ACCESS ROAD

2231-12526-01 / RDN Tender No. 19-059

OTHER REFERENCE

MOTI CONSTRUCTION PERMIT 2018-06573

OLTC L51395 LICENSE TO CUT

STATUS

ISSUED FOR TENDER

Suite 11351 Estevan RoadNanaimo BCCanada V9S 3Y3Tel 250 716 3336

DRAWING LIST

SHEET # SHEET TITLE

REVISIONS

PA PB PC 0 1 2 3

X X

101 CLEARING AND GRUBBING X X X

102 ROAD PLAN & PROFILE X X X

103 SECTIONS X X X

GENERAL NOTES:

1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH REGIONAL DISTRICT OF

NANAIMO BYLAW NO. 500 AND MASTER MUNICIPAL CONSTRUCTION

DOCUMENTS (MMCD LATEST EDITION). WHERE A CONFLICT EXISTS

BETWEEN THE TWO DOCUMENTS THE MORE STRINGENT STANDARD WILL

GOVERN.

2. ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ARE

APPROXIMATE ONLY AND SHOULD BE CONFIRMED BY USE OF A PIPE

LOCATOR AND MANUAL DIGGING. ALL OR ANY STRUCTURES NOT

NECESSARILY SHOWN.

3. ALL ELEVATIONS ARE TO GEODETIC DATUM.

4. ANY ALTERNATIVES TO SPECIFIED MATERIALS OR APPURTENANCES TO BE

APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.

5. THE LOCATIONS OF EXISTING SERVICES ARE APPROXIMATE AND SHALL BE

CONFIRMED IN THE FIELD BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. EXISTING AND PROPOSED SERVICES MAY REQUIRE

ADJUSTMENT WHERE A CONFLICT OCCURS. THE ENGINEER SHALL BE

NOTIFIED OF ANY CONFLICT.

6. ALL SURFACES TO BE RESTORED TO EXISTING CONDITION OR BETTER AS

PER MOTI PERMIT NUMBER 2018-06573. CONTRACTOR TO ADHERE TO ALL

CONDITIONS AND CRITERIA OUTLINED THEREIN.

7. THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCEMENT

OF WORK.

8. CONTRACTOR TO COMPLY WITH ALL APPLICABLE MINISTRY OF LAND,

WATER REQUIREMENTS & AIR PROTECTION AND DEPARTMENT OF

FISHERIES & OCEANS CANADA AT ALL TIMES DURING CONSTRUCTION.

9. ALL TREES NOT BEING REMOVED IN THE CONSTRUCTION AREA SHALL BE

PROTECTED.

10. MINIMUM COVER OVER STORM TO BE 1.0 METERS.

11. CONTRACTOR RESPONSIBLE FOR APPLICABLE PERMITS.

12. ALL TREE CUTTING TO OCCUR OUTSIDE THE BIRD NESTING WINDOW AS

PER MINISTRY OF THE ENVIRONMENT OR APPLICABLE RDN BYLAWS.

LOCATION PLAN

SCALE: ; NTS

001TITLE SHEET LOCATION PLAN, DRAWING SCHEDULE & GENERAL NOTES

X

WHISKEY CREEK

I S S U E D F O R

T E N D E R

AutoCAD SHX Text
RYAN ROAD
AutoCAD SHX Text
HIGHWAY 4
AutoCAD SHX Text
TRALEE ROAD
AutoCAD SHX Text
CARSON ROAD
AutoCAD SHX Text
HIGHWAY 19
AutoCAD SHX Text
PROJECT LOCATION
Page 2: REGIONAL DISTRICT OF NANAIMO McElhanney Cover D - 2019-04 … · locator and manual digging. all or any structures not necessarily shown. 3.all elevations are to geodetic datum. 4.any

RY

AN

R

OA

D

CARSON ROAD

TR

AL

EE

R

OA

D

DA

TE

: 2

01

9-0

8-1

9, 0

8:3

4 F

IL

E: Z

:\P

ro

j-A

ctive

\1

25

26

-0

1 R

DN

- W

hiske

y C

re

ek A

cce

ss R

oa

d D

esig

n\1

0.0

D

ra

win

gs\1

- A

ctive

\1

25

26

-1

-C

-B

AS

E D

ES

IG

N.d

wg

Drawn DesignDescriptionRev Date App'd ORIGINAL DWG SIZE: ANSI D (22" x 34")

Rev.

Drawing No.

DE

ST

RO

Y A

LL

P

RIN

TS

B

EA

RIN

G P

RE

VIO

US

R

EV

IS

IO

N

Project Number

McE

lh

an

ne

y A

NS

I D

- 2

01

9-0

4-0

1

0 1:500 25

Approved Sealed

PA 2019-06-07 80% DESIGN REVIEW TJE TJE CMP

PB 2019-06-27 100% DESIGN REVIEW TJE TJE CMP

PC 2019-08-19 ISSUED FOR TENDER TJE TJE CMP

REGINAL DISTRICT OF NANAIMO

6300 HAMMOND BAY ROAD, NANAIMO, BC V9T 6N2

WHISKEY CREEK WELL ACCESS ROAD

CLEARING AND GRUBBING

101

2231-12526-01 PC

THIS DRAWING AND DESIGN IS THE PROPERTY OF McELHANNEY AND SHALL NOT BE USED, REUSED

OR REPRODUCED WITHOUT THE CONSENT OF McELHANNEY. McELHANNEY WILL NOT BE HELD

RESPONSIBLE FOR THE IMPROPER OR UNAUTHORIZED USE OF THIS DRAWING AND DESIGN.

THIS DRAWING AND DESIGN HAS BEEN PREPARED FOR THE CLIENT IDENTIFIED, TO MEET THE

STANDARDS AND REQUIREMENTS OF THE APPLICABLE PUBLIC AGENCIES AT THE TIME OF

PREPARATION. McELHANNEY, ITS EMPLOYEES, SUBCONSULTANTS AND AGENTS WILL NOT BE

LIABLE FOR ANY LOSSES OR OTHER CONSEQUENCES RESULTING FROM THE USE OR RELIANCE

UPON, OR ANY CHANGES MADE TO, THIS DRAWING, BY ANY THIRD PARTY, INCLUDING

CONTRACTORS, SUPPLIERS, CONSULTANTS AND STAKEHOLDERS, OR THEIR EMPLOYEES OR

AGENTS, WITHOUT McELHANNEY'S PRIOR WRITTEN CONSENT.

INFORMATION ON EXISTING UNDERGROUND FACILITIES MAY NOT BE COMPLETE OR ACCURATE.

McELHANNEY, ITS EMPLOYEES AND DIRECTORS ARE NOT RESPONSIBLE NOR LIABLE FOR THE

LOCATION OF ANY UNDERGROUND CONDUITS, PIPES, CABLES OR OTHER FACILITIES WHETHER

SHOWN OR OMITTED FROM THIS PLAN. PRIOR TO CONSTRUCTION CONTRACTOR SHALL EXPOSE

LOCATIONS OF ALL EXISTING FACILITIES BY HAND DIGGING OR HYDROVAC AND ADVISE THE

ENGINEER OF POTENTIAL CONFLICTS.

Suite 11351 Estevan RoadNanaimo BCCanada V9S 3Y3Tel 250 716 3336

AutoCAD SHX Text
CLEARING AND GRUBBING BOUNDARY AREA
AutoCAD SHX Text
SPECIAL CONSIDERATION TO BE GIVEN TO THE REMOVAL AND DISPOSAL OF TREES ON CROWN LAND LICENCE TO CUT APPLICATION BY OWNER. REFER TO "LICENCE TO CUT PERMIT" FOR REMOVAL OF TREES ON CROWN LAND.
AutoCAD SHX Text
EXISTING WELL TO BE DECOMMISIONED BY OTHERS.
AutoCAD SHX Text
PROPOSED WELL # 1
AutoCAD SHX Text
PROPOSED WELL SITE, LOT 3 TO BE CLEARED AND GRUBBED. LAYDOWN OF GRAVEL SUFFICIENT TO ALLOW DRILLING RIG ACCESS TO BOTH PROPOSED WELL SITES.
AutoCAD SHX Text
PROPOSED WELL # 2
AutoCAD SHX Text
CLEAR AND GRUB 3m AROUND EXISTING WELL
Page 3: REGIONAL DISTRICT OF NANAIMO McElhanney Cover D - 2019-04 … · locator and manual digging. all or any structures not necessarily shown. 3.all elevations are to geodetic datum. 4.any

RY

AN

R

OA

D

CARSON ROAD

TR

AL

EE

R

OA

D

LIM

IT

O

F .

CO

NS

TR

UC

TIO

N

-0

+0

10

0+

00

0

0+

02

0

0+

04

0

0+

06

0

0+

08

0

0+

10

0

0+

12

0

0+

14

0

0+

16

0

0+

18

0

0+

20

0

0+

22

0

0+

24

0

WELL ACCESS ROAD - TYPICAL CROSS SECTION "A"

DA

TE

: 2

01

9-0

8-1

9, 0

8:3

5 F

IL

E: Z

:\P

ro

j-A

ctive

\1

25

26

-0

1 R

DN

- W

hiske

y C

re

ek A

cce

ss R

oa

d D

esig

n\1

0.0

D

ra

win

gs\1

- A

ctive

\1

25

26

-1

-C

-B

AS

E D

ES

IG

N.d

wg

Drawn DesignDescriptionRev Date App'd ORIGINAL DWG SIZE: ANSI D (22" x 34")

Rev.

Drawing No.

DE

ST

RO

Y A

LL

P

RIN

TS

B

EA

RIN

G P

RE

VIO

US

R

EV

IS

IO

N

Project Number

McE

lh

an

ne

y A

NS

I D

- 2

01

9-0

4-0

1

0 H 1:500 25

V 1:100

Approved Sealed

PA 2019-06-13 80% DESIGN REVIEW TJE TJE CMP

PB 2019-06-27 100% DESIGN REVIEW TJE TJE CMP

PC 2019-08-19 ISSUED FOR TENDER TJE TJE CMP

REGINAL DISTRICT OF NANAIMO

6300 HAMMOND BAY ROAD, NANAIMO, BC V9T 6N2

WHISKEY CREEK WELL ACCESS ROAD

ROAD PLAN AND PROFILE

102

2231-12526-01 PC

THIS DRAWING AND DESIGN IS THE PROPERTY OF McELHANNEY AND SHALL NOT BE USED, REUSED

OR REPRODUCED WITHOUT THE CONSENT OF McELHANNEY. McELHANNEY WILL NOT BE HELD

RESPONSIBLE FOR THE IMPROPER OR UNAUTHORIZED USE OF THIS DRAWING AND DESIGN.

THIS DRAWING AND DESIGN HAS BEEN PREPARED FOR THE CLIENT IDENTIFIED, TO MEET THE

STANDARDS AND REQUIREMENTS OF THE APPLICABLE PUBLIC AGENCIES AT THE TIME OF

PREPARATION. McELHANNEY, ITS EMPLOYEES, SUBCONSULTANTS AND AGENTS WILL NOT BE

LIABLE FOR ANY LOSSES OR OTHER CONSEQUENCES RESULTING FROM THE USE OR RELIANCE

UPON, OR ANY CHANGES MADE TO, THIS DRAWING, BY ANY THIRD PARTY, INCLUDING

CONTRACTORS, SUPPLIERS, CONSULTANTS AND STAKEHOLDERS, OR THEIR EMPLOYEES OR

AGENTS, WITHOUT McELHANNEY'S PRIOR WRITTEN CONSENT.

INFORMATION ON EXISTING UNDERGROUND FACILITIES MAY NOT BE COMPLETE OR ACCURATE.

McELHANNEY, ITS EMPLOYEES AND DIRECTORS ARE NOT RESPONSIBLE NOR LIABLE FOR THE

LOCATION OF ANY UNDERGROUND CONDUITS, PIPES, CABLES OR OTHER FACILITIES WHETHER

SHOWN OR OMITTED FROM THIS PLAN. PRIOR TO CONSTRUCTION CONTRACTOR SHALL EXPOSE

LOCATIONS OF ALL EXISTING FACILITIES BY HAND DIGGING OR HYDROVAC AND ADVISE THE

ENGINEER OF POTENTIAL CONFLICTS.

Suite 11351 Estevan RoadNanaimo BCCanada V9S 3Y3Tel 250 716 3336

AutoCAD SHX Text
A
AutoCAD SHX Text
PLAN VIP81288
AutoCAD SHX Text
Rem 3
AutoCAD SHX Text
PLAN 2002
AutoCAD SHX Text
17
AutoCAD SHX Text
PLAN 1891
AutoCAD SHX Text
10
AutoCAD SHX Text
PLAN 2020
AutoCAD SHX Text
DL 74
AutoCAD SHX Text
DL 9
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
DAYLIGHT IN FILL
AutoCAD SHX Text
DAYLIGHT IN CUT
AutoCAD SHX Text
EXISTING GROUND (VARIES)
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE 1:100
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
PROPOSED 0.5m DEEP DITCH IN CUT
AutoCAD SHX Text
STRIP EXISTNG GROUND TO APPROVED SUBBASE, MIN. 0.3m
AutoCAD SHX Text
SEE DETAIL BELOW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
100mm HIGH FINE SURFACE GRAVEL 250mm GRANULAR SUB-BASE (75mm MINUS PIT RUN GRAVEL)
AutoCAD SHX Text
* ALL MATERIAL TO BE COMPACTED TO 95% MPD
AutoCAD SHX Text
100mm GRAVEL STRUCTURE
AutoCAD SHX Text
INVERT ELEVATIONS
AutoCAD SHX Text
ROAD STATIONING
AutoCAD SHX Text
PROPOSED OF ACCESS ROAD
AutoCAD SHX Text
EXISTING GROUND AT OF ACCESS ROAD
AutoCAD SHX Text
EXISTING WELL
AutoCAD SHX Text
CUT
AutoCAD SHX Text
NEW ACCESS ROAD STRUCTURE REFER TO TYPICAL SECTION "A "
AutoCAD SHX Text
GRADE TO MATCH EXISTING CARSON ROAD
AutoCAD SHX Text
PROPOSED GRAVEL AREA (TYPICAL).
AutoCAD SHX Text
PROPOSED 600 CSPLOCATION OF CULVERTS TO BE DETERMINED IN FIELD DURING CONSTRUCTION
AutoCAD SHX Text
FILL
AutoCAD SHX Text
PROPOSED GRAVEL AREA LAY DOWN 300mm OF 75mm MINUS PIT RUN AS REQUIRED.
AutoCAD SHX Text
PROPOSED WELL # 1
AutoCAD SHX Text
PROPOSED WELL # 2
AutoCAD SHX Text
TIE INTO EXISTING ROAD
Page 4: REGIONAL DISTRICT OF NANAIMO McElhanney Cover D - 2019-04 … · locator and manual digging. all or any structures not necessarily shown. 3.all elevations are to geodetic datum. 4.any

0+010.00

88

89

90

88

89

90

0 100-10

0+030.00

88

89

90

91

88

89

90

91

0 100-10

0+040.00

88

89

90

91

88

89

90

91

0 100-10

0+050.00

89

90

91

89

90

91

0 100-10

0+060.00

89

90

91

89

90

91

0 100-10

0+070.00

89

90

91

92

89

90

91

92

0 100-10

0+080.00

90

91

92

93

90

91

92

93

0 100-10

0+090.00

90

91

92

93

94

90

91

92

93

94

0 100-10

0+100.00

91

92

93

94

95

91

92

93

94

95

0 100-10

0+110.00

92

93

94

95

96

92

93

94

95

96

0 100-10

0+120.00

92

93

94

95

96

97

92

93

94

95

96

97

0 100-10

0+130.00

94

95

96

97

94

95

96

97

0 100-10

0+140.00

94

95

96

97

94

95

96

97

0 100-10

0+150.00

94

95

96

97

94

95

96

97

0 100-10

0+160.00

95

96

97

98

95

96

97

98

0 100-10

0+170.00

95

96

97

98

95

96

97

98

0 100-10

0+180.00

95

96

97

98

95

96

97

98

0 100-10

0+190.00

96

97

98

99

96

97

98

99

0 100-10

0+200.00

97

98

99

100

97

98

99

100

0 100-10

0+210.00

98

99

100

101

98

99

100

101

0 100-10

0+220.00

99

100

101

102

99

100

101

102

0 100-10

0+230.00

99

100

101

102

103

99

100

101

102

103

0 100-10

89

.1

6

89

.1

60

89

.4

1

89

.4

10

89

.6

6

89

.6

60

89

.9

1

89

.9

10

90

.1

7

90

.1

67

90

.6

9

90

.6

92

91

.6

0

91

.5

97

92

.6

0

92

.5

97

93

.5

9

93

.5

88

94

.3

0

94

.3

02

94

.6

6

94

.6

60

94

.9

6

94

.9

60

95

.2

6

95

.2

60

95

.5

6

95

.5

60

95

.9

3

95

.9

29

96

.6

6

96

.6

65

97

.7

3

97

.7

31

98

.8

3

98

.8

31

99

.9

3

99

.9

31

10

0.8

1

10

0.8

10

10

1.2

9

10

1.2

89

DA

TE

: 2

01

9-0

8-1

9, 0

8:3

5 F

IL

E: Z

:\P

ro

j-A

ctive

\1

25

26

-0

1 R

DN

- W

hiske

y C

re

ek A

cce

ss R

oa

d D

esig

n\1

0.0

D

ra

win

gs\1

- A

ctive

\1

25

26

-1

-C

-B

AS

E D

ES

IG

N.d

wg

Drawn DesignDescriptionRev Date App'd ORIGINAL DWG SIZE: ANSI D (22" x 34")

Rev.

Drawing No.

DE

ST

RO

Y A

LL

P

RIN

TS

B

EA

RIN

G P

RE

VIO

US

R

EV

IS

IO

N

Project Number

McE

lh

an

ne

y A

NS

I D

- 2

01

9-0

4-0

1

Approved Sealed

PA 2019-06-07 80% DESIGN REVIEW TJE TJE CMP

PB 2019-06-27 100% DESIGN REVIEW TJE TJE CMP

PC 2019-08-19 ISSUED FOR TENDER TJE TJE CMP

REGINAL DISTRICT OF NANAIMO

6300 HAMMOND BAY ROAD, NANAIMO, BC V9T 6N2

WHISKEY CREEK WELL ACCESS ROAD

SECTIONS

300

2231-12526-01 PC

City Project Number

City Drawing Number

####

####

Client Project Number

Client Drawing Number

####

####

THIS DRAWING AND DESIGN IS THE PROPERTY OF McELHANNEY AND SHALL NOT BE USED, REUSED

OR REPRODUCED WITHOUT THE CONSENT OF McELHANNEY. McELHANNEY WILL NOT BE HELD

RESPONSIBLE FOR THE IMPROPER OR UNAUTHORIZED USE OF THIS DRAWING AND DESIGN.

THIS DRAWING AND DESIGN HAS BEEN PREPARED FOR THE CLIENT IDENTIFIED, TO MEET THE

STANDARDS AND REQUIREMENTS OF THE APPLICABLE PUBLIC AGENCIES AT THE TIME OF

PREPARATION. McELHANNEY, ITS EMPLOYEES, SUBCONSULTANTS AND AGENTS WILL NOT BE

LIABLE FOR ANY LOSSES OR OTHER CONSEQUENCES RESULTING FROM THE USE OR RELIANCE

UPON, OR ANY CHANGES MADE TO, THIS DRAWING, BY ANY THIRD PARTY, INCLUDING

CONTRACTORS, SUPPLIERS, CONSULTANTS AND STAKEHOLDERS, OR THEIR EMPLOYEES OR

AGENTS, WITHOUT McELHANNEY'S PRIOR WRITTEN CONSENT.

INFORMATION ON EXISTING UNDERGROUND FACILITIES MAY NOT BE COMPLETE OR ACCURATE.

McELHANNEY, ITS EMPLOYEES AND DIRECTORS ARE NOT RESPONSIBLE NOR LIABLE FOR THE

LOCATION OF ANY UNDERGROUND CONDUITS, PIPES, CABLES OR OTHER FACILITIES WHETHER

SHOWN OR OMITTED FROM THIS PLAN. PRIOR TO CONSTRUCTION CONTRACTOR SHALL EXPOSE

LOCATIONS OF ALL EXISTING FACILITIES BY HAND DIGGING OR HYDROVAC AND ADVISE THE

ENGINEER OF POTENTIAL CONFLICTS.

Suite 11351 Estevan RoadNanaimo BCCanada V9S 3Y3Tel 250 716 3336

0 H 1:500 25

V 1:100