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O/H E
23.69
PAD
PROPERTY BOUNDARY
EXISTING CONTOURS
EXISTING ASPHALT ROAD
EXISTING FENCE
EXISTING BUILDING
PROPERTY BOUNDARY
LEGEND
EXISTING CONTOURS
EXISTING FENCE
EXISTING OVERHEAD ELECTRICITY
EXISTING SURVEY POINT LOCATION
EXISTING SURVEY POINT I.D.
EXISTING SURVEY POINT ELEVATION
EXISTING SANITARY PIPE
EXISTING STORM PIPE
EXISTING WATER MAIN
770770
U/G E
EXISTING UNDERGROUND ELECTRICITY
STORM
SAN SAN
PROPOSED BUILDING
C
EXISTING UNDERGROUND COMMUNICATIONS
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
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R
M
S
T
O
R
M
S
T
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R
M
S
T
O
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M
S
T
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R
M
S
T
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M
S
T
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M
S
T
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R
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S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
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M
S
T
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M
S
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R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
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S
T
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M
S
T
O
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M
S
T
O
R
M
S
T
O
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M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
CEDAR
ROAD
SITE
ENTRANCE
S
C
A
L
E
C
O
N
C
.
P
A
D
S
C
A
L
E
D
IT
C
H
S
W
A
L
E
I
N
A
S
P
H
A
L
T
O
/
H
E
O
/
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O
/
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O
/
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O
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H
E
O
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H
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O
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H
E
O
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O
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O
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O
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H
E
U
/G
E
U
/
G
E
U
/
G
E
U
/
G
E
U
/
G
E
U
/
G
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U
/
G
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U
/
G
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U
/
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U
/
G
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OFFICE
23.57
CN 3769
23.87
HTP TR
23.62
HTP 3TR 2UG
23.47
HTP
22.34
ANC
23.41
ELEC JB
23.59
WV
23.57
WV
23.57
WV
23.56
WV
23.55
WV
23.53
WV
24.47
FH
23.41
DCO
RCB
RCB
23.88
LS
23.61
WM
24.57
WATER TAP
24.01
LS SIG
24.03
LS SIG
SEP LID
SEP LID
23.67
WM
BC
23.69
CL NOPOST
23.69
CL NOPOST
23.68
CL NOPOST
23.67
PAD
23.66
PAD
PAD
23.68
PAD
23.67
PAD
23.69
23.69
ECONC
23.69
PAD
23.69
PAD
23.66
PAD
23.66
PAD
23.67
PAD
24.01
CN 3772
23.68
23.94
PAD
23.65
PAD
PAD
PAD
24.02
OCM
24.00
23.96
23.68
23.69
23.68
ECONC
BC
SMH
24.04
PAD
PAD
24.06
PAD
24.05
PAD
PAD
PAD
23.67
PAD
PAD
22.92
DL
23.13
DL
23.12
DL
23.19
DL
23.22
DL
23.27
DL
DL
23.37
DL
23.44
DL
23.49
DL
23.53
23.59
HTP 2UG
25.22
ANC
RCB
24.36
HWALL
24.31
HWALL
24.31
HWALL
24.36
HWALL
23.41
DL
23.94
DL
24.71
DL
25.19
DL
24.65
DL
23.96
DL
23.50
DL
24.19
TD
24.70
TD
25.01
TD
25.44
TD
25.73
PAD
25.67
PAD
24.43
AGS BL
24.14
AGS BL
23.62
AGS BL
23.57
AGS BL
23.68
23.65
23.68
C
O
N
C
.
P
A
D
C
O
N
C
.
P
A
D
C
O
N
C
.
P
A
D
C
O
N
C
.
P
A
D
S
C
A
L
E
H
O
U
S
E
S
L
I
D
I
N
G
W
I
N
D
O
W
S
L
I
D
I
N
G
W
I
N
D
O
W
H
A
L
F
W
A
L
L
TEMPORARY SCALE AND SCALE HOUSE
CONTRACTORY MAY
USE THIS AREA FOR
LAYDOWN YARD
C
C
C
C
C
C
U
/
G
E
U
/
G
E
U
/
G
E
U
/
G
E
FENCE LINE TO BE REMOVED
DURING CONSTRUCTION
MAINTAIN BYPASS LANE
(file: R422000197001FIG01.dwg)
DATE JOB NO. FIGURE NO.
MAY 2017 14-2200-01-97
THE REGIONAL DISTRICT OF NANAIMO
SCALE AND SCALE HOUSE REPLACEMENT
NANAIMO REGIONAL LANDFILL
EXISTING CONDITIONS
0 20m
1 : 400
10
SCALE
SCALE
CONC.
PAD
CONC.
PAD
SCALE
HOUSE
DE
SK
ST
OR
AG
E / C
OU
NT
ER
COFFEE /
REFRIGERATOR
/ STORAGE
DE
SK
ELECTRICAL
PANEL
WHEELCHAIR
ACCESSIBLE
WASHROOM
HW
ST
OR
AG
E
CO
AT
H
OO
KS
SLIDING WINDOW
SLIDING WINDOW
HALF WALL
AW
NIN
G
(file: R422000197001FIG01.dwg)
DATE JOB NO. FIGURE NO.
MAY 2017 24-2200-01-97
THE REGIONAL DISTRICT OF NANAIMO
SCALE AND SCALE HOUSE REPLACEMENT
NANAIMO REGIONAL LANDFILL
EXAMPLE LAYOUT
FOR SCALE HOUSE
0 2m
1 : 40
1
NOTE:
SERVICE WINDOWS TO BE CONSISTENT IN SIZE AND
LOCATION BETWEEN CURRENT SCALE HOUSE AND
NEW SCALE HOUSE.
April 7, 2017 3233-004 Via email: [email protected] Regional District of Nanaimo 6300 Hammond Bay Road Nanaimo, BC V9T 6N2 Attn: Maggie Warren, Superintendent Scale and Transfer Service
Re: Scale House Relocation on Existing Weigh Scale Slab
Dear Maggie: As requested, Herold Engineering Limited (HEL) visited the Cedar Landfill site on March 31st to review the configuration of the slab supporting the existing scale house. We have reviewed the Scale Building Drawings produced by UMA in 1991 versus the configuration that was built and would comment as follows:
The drawing shows the extent of the supporting slab to end at the edge of the existing scale building. However onsite, the slab appears to carry on past the west end of the scale house.
It is understood that a larger scale building of similar construction to the existing is to be constructed on this extended portion of the slab and that confirmation that the slab is adequate for this purpose is required.
A slab of similar construction to that shown on the drawing is adequate to carry the proposed building.
Note that it is highly likely that the slab is adequate to support the proposed configuration however, to verify this HEL would recommend a test hole be dug at the end of the slab (as indicated in the attached photograph) to confirm that the foundation does extend down as indicated on the drawing. During the time that the test hole is reviewed, HEL will use our in-house pachometer to review the reinforcing in the slab.
Should you have any further questions please do not hesitate to contact me. Yours truly, HEROLD ENGINEERING LIMITED Lee Rowley, P.Eng.,M.I.Struct.E.,M.I.C.E., LEED AP Principal
Enclosure
Maggie Warren, Superintendent Scale and Transfer Service Page 2 of 2 April 7, 2017 3233-004
3701 Shenton Rd. Nanaimo, BC V9T 2H1
[email protected] (250)751-8558
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