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EXISTING
BUILDING
No. 33
L O
T
L I N
E
CHAIN LINK FENCE TO BE REMOVED
CH
AIN
LIN
K F
EN
CE
T
O B
E R
EM
OV
ED
CHAIN LINK FENCE
0.3m WIDE RETAINING WALL TO BE REMOVED
2.5m WIDE ROW OF
FE
NC
E O
N LIN
E
0.3m WIDE RETAINING WALL TO BE REMOVED
0.1m WIDE RETAINING WALL TO BE REMOVED
F
E
N
C
E
&
G
A
T
E
CONIFEROUS TREES
2.5m WIDE ROW OF
CONIFEROUS TREES
0.5m
W
ID
E R
ET
AIN
IN
G W
ALL
0.15m WIDE RETAINING WALL SUPPORTING TENNIS COURT TO BE REMOVED
HP
BH=
344.07
BH=
344.07
BH=
344.03
GM
A/C
'SCHOOL CROSSING' SIGN
HP/LS
EX. BELL
MANHOLE
CO
NC
RE
TE
C
UR
B A
ND
G
UT
TE
R
CONCRETE CURB
CONCRETE SIDEWALK
CONCRETE SIDEWALK
0.1m WIDE WOOD
RETAINING WALL
WATER METER
CONCRETE CURB AND GUTTER
CONCRETE CURB AND GUTTER
CO
NC
RE
TE
C
UR
B
CO
NC
RE
TE
C
UR
B
EX
IS
TIN
G E
DG
E O
F A
SP
HA
LT
HP/LS
HP/LS
HP/LS
CONCRETE CURB AND GUTTER
EDGE OF ASPHALT
EX. MH.
T/G=342.43
NE=339.45
NW=339.51
EX. 70.2m - 200 Ø SAN @ 10.72%
EX. MH
T/G=342.53
NE=340.17
NW=340.23
EX. 73.1m - 300 Ø STM @ 10.60%
EX MH
T/G=343.62
NW=340.72
EX
. 59.1m
- 200 Ø
S
AN
@
582.25%
LANDSCAPED AREA
LANDSCAPED AREA
LANDSCAPED AREA
TO BE REMOVED
CH
AIN
LIN
K F
EN
CE
T
O B
E R
EM
OV
ED
343.50
344.00
344.00
343.75
3
4
3
.
5
0
3
4
4
.
0
0
3
4
4
.
0
0
3
4
3
.
7
5
3
4
2
.
5
0
342.50
343.00
342.75
343.50
3
4
2
.
5
0
3
4
3
.
0
0
3
4
2
.
2
5
3
4
2
.
7
5
3
4
1
.5
0
3
4
1
.2
5
342.00
3
4
2
.
2
5
3
4
3
.0
0
3
4
3
.
5
0
3
4
4
.
0
0
3
4
3
.0
0
3
4
3
.
5
0
3
4
4
.
0
0
3
4
3
.
2
5
3
4
3
.
7
5
343.50
3
4
3
.
5
0
WV
150X200mm
REDUCER
EX. SAN
INV=339.69
(ASSUMED)
EX. WM
INV=341.94
3
4
3
.
7
6
343.76 3
4
4
.
0
0
344.00
3
4
3
.
8
5
343.85
3
4
3
.
4
3
343.43
3
4
2
.
5
0
342.50
3
4
2
.
3
2
342.32
3
4
3
.
3
8
343.38
3
4
3
.
8
9
343.89
3
4
3
.
4
5
343.45
3
4
3
.
8
4
343.84
3
4
3
.
9
3
343.93
3
4
3
.
9
5
343.95
3
4
3
.
9
9
343.99
3
4
3
.
9
3
343.93
3
4
3
.
8
9
343.89
3
4
3
.
9
8
343.98
3
4
4
.
0
7
344.07
3
4
4
.
1
5
344.15
TO BE REMOVED
T
O
B
E
R
E
M
O
V
E
D
LANDSCAPED AREA
EX. 9.8m - 200 Ø STM @ 2.00% (ASSUMED)
EX. 8.8m - 150 Ø SAN @ 2.00% (ASSUMED)
EX. ASPHALT
EX. STM
INV=340.43
(ASSUMED)
3
4
3
.
9
5
343.95
EX. 150mm Ø
WATER SERVICE
0.15m
W
ID
E R
ET
AIN
IN
G W
ALL S
UP
PO
RT
IN
G T
EN
NIS
C
OU
RT
T
O B
E R
EM
OV
ED
0.15m
W
ID
E R
ET
AIN
IN
G W
ALL S
UP
PO
RT
IN
G T
EN
NIS
C
OU
RT
T
O B
E R
EM
OV
ED
EX. LS TO
BE REMOVED
EX. LS TO
BE REMOVED
EX. LS TO
BE REMOVED
EX.
SHED
TO BE
REMOVED
LANDING
TO BE
REMOVED
EX-1
EXISTING CONDITIONS AND
REMOVALS
FILE
:W
:\K
itchener\416-2016\416115 75 D
ublin S
treet W
est G
uelph\5 W
ork In P
rogress\D
rafting\416115-E
X.dw
g LA
YO
UT
:Layout1
LA
ST
S
AV
ED
B
Y:M
baillie
, 9/1/2017 2:35:26 P
M P
LO
TT
ED
B
Y:M
ichelle B
aillie - G
M B
lueP
lan
9/19/2017 11:54:29 A
M
CO
NS
TR
UC
TIO
N
NOTES :
PROJECT NO. :
DATE :
APPROVED BY :
DESIGNED BY :
DRAWN BY :
SCALE :
NO. DATE REVISION DESCRIPTION CH'KD
DRAWING NO. :
416115A.E.K.
A.E.K.
P.G.
BENCH MARKS :
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWERS AND OTHER
UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY
SHOWN ON THE CONTRACT DRAWINGS, AND, WHERE SHOWN, THE ACCURACY OF
THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM HIMSELF OF THE
EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES, AND SHALL
ASSUME ALL LIABILITY FOR ANY DAMAGE TO THEM.
CITY OF GUELPHKEY PLAN
1:10,000
SEPT. 2016
CITY OF GUELPH
RYKUR HOLDINGS INC.
75 DUBLIN STREET NORTH
N
1:100
GUELPH | OWEN SOUND | LISTOWEL | KITCHENER | LONDON | HAMILTON | GTA
3 3 0 T R I L L I U M D R I V E , U N I T D , K I T C H E N E R , O N N 2 E 3 J 2
TEL. 519-748-1440 www.gmblueplan.ca
BluePlan
ENGINEERING
1 09/22/16 ISSUED FOR REVIEW A.E.K.
ELEVATIONS ARE BASED ON GPS OBSERVATIONS TO PERMANENT
REFERENCE STATIONS AND HAVE BEEN CORRECTED TO
OTHOMETRIC ELEVATIONS WITH GEOID MODEL HTv2.0, AS
SUPPLIED BY NATURAL RESOURCES CANADA.
1. TOPOGRAPHIC SURVEY COMPLETED BY VAN HARTEN
SURVEYING INC., DATED JANUARY 14, 2013.
2. THE CONCEPT PLAN WAS SUPPLIED BY ASTRID J. CLOS
PLANNING CONSULTANTS, CONCEPT (G) DATED OCTOBER 24,
2016.
3. EXISTING SERVICES OBTAINED FROM CITY OF GUELPH
DRAWING No. K-500, DATED JANUARY 30, 2013.
C
A
M
B
R
I
D
G
E
S
T
.
C
O
R
K
S
T
.
W
D
U
R
A
M
S
T
.
N
O
R
T
H
U
M
B
E
R
L
A
N
D
S
T
.
K
E
N
T
S
T
.
D
U
B
L
I
N
S
T
.
N
P
A
I
S
L
E
Y
S
T
.
C
H
U
R
C
H
L
N
.
C
O
R
K
S
T
.
E
.
M
A
C
D
O
N
E
L
L
S
T
.
N
O
R
F
O
L
K
S
T
.
D
U
B
L
I
N
S
T
.
N
O
X
F
O
R
D
S
T
.
SITE
C
O
M
M
E
R
C
I
A
L
S
T
.
2 09/27/16 ISSUED FOR APPROVAL A.E.K.
3 09/19/17 ISSUED FOR OFFICIAL PLAN AMENDMENT A.E.K.
SPxx-xxx
EX. LIGHT STANDARD
EX. FIRE HYDRANT
EX. SANITARY SEWER
HYD
CB
V
EX. CATCH BASIN
EX. FENCE LINE
EX. GAS LINE
EX. BELL LINE
EX. WATERMAIN
EX. STORM SEWER
PROPERTY LINE
LEGEND
EX. DITCH
EX. CONTOURS
3
6
2
.5
HEDGE
CONIFEROUS/DECIDUOUS
TREES
LS
3
4
3
.
7
9
t
/
w
a
l
l
CENTERLINE OF ROAD
EXISTING
BUILDING
No. 33
L O
T
L I N
E
CH
AIN
LIN
K F
EN
CE
T
O B
E R
EM
OV
ED
CHAIN LINK FENCE
2.5m WIDE ROW OF
FE
NC
E O
N LIN
E
CONIFEROUS TREES
2.5m WIDE ROW OF
CONIFEROUS TREES
0.5m
W
ID
E R
ET
AIN
IN
G W
ALL
HP
GM
A/C
'SCHOOL CROSSING' SIGN
EX. BELL
MANHOLE
CO
NC
RE
TE
C
UR
B A
ND
G
UT
TE
R
CONCRETE CURB
CONCRETE SIDEWALK
CONCRETE SIDEWALK
0.1m WIDE WOOD
RETAINING WALL
WATER METER
CONCRETE CURB AND GUTTER
CONCRETE CURB AND GUTTER
CO
NC
RE
TE
C
UR
B
CO
NC
RE
TE
C
UR
B
EX
IS
TIN
G E
DG
E O
F A
SP
HA
LT
CONCRETE CURB AND GUTTER
EDGE OF ASPHALT
EX. MH.
T/G=342.43
NE=339.45
NW=339.51
EX. 70.2m - 200 Ø SAN @ 10.72%
EX. MH
T/G=342.53
NE=340.17
NW=340.23
EX. 73.1m - 300 Ø STM @ 10.60%
EX MH
T/G=343.62
NW=340.72
EX
. 59.1m
- 200 Ø
S
AN
@
582.25%
LANDSCAPED AREA
LANDSCAPED AREA
LANDSCAPED AREA
343.50
344.00
344.00
343.75
3
4
3
.
5
0
3
4
4
.
0
0
3
4
4
.
0
0
3
4
3
.
7
5
3
4
2
.
5
0
342.50
343.00
342.75
343.50
3
4
2
.
5
0
3
4
3
.
0
0
3
4
2
.
2
5
3
4
2
.
7
5
3
4
1
.5
0
3
4
1
.2
5
342.00
3
4
2
.
2
5
3
4
3
.0
0
3
4
3
.
5
0
3
4
4
.
0
0
3
4
3
.0
0
3
4
3
.
5
0
3
4
4
.
0
0
3
4
3
.
2
5
3
4
3
.
7
5
343.50
3
4
3
.
5
0
WV
150X200mm
REDUCER
EX. 9.8m - 200 Ø STM @ 2.00% (ASSUMED)
EX. 8.8m - 150 Ø SAN @ 2.00% (ASSUMED)
EX. 150mm Ø
WATER SERVICE
3
4
3
.
8
9
343.89
3
4
3
.
9
8
343.98
3
4
3
.
8
2
344.18
3
4
3
.
7
6
343.76 3
4
4
.
0
0
344.00
3
4
3
.
8
5
343.85
3
4
3
.
4
3
343.43
3
4
2
.
5
0
342.50
3
4
2
.
3
2
342.32
3
4
3
.
3
8
343.38
3
4
3
.
8
9
343.89
3
4
3
.
4
5
343.45
3
4
3
.
2
0
3
4
3
.
7
1
343.71
3
4
3
.
7
8
343.78
3
4
4
.
0
6
344.02
3
4
4
.
4
5
344.04
3
4
4
.
1
0
344.10
3
4
3
.
9
6
343.96
3
4
4
.
9
0
3
4
4
.
9
0
4.3%
8.3%
3
4
2
.
2
0
b
/
w
a
l
l
3
4
2
.
7
7
342.77
3
4
2
.
6
0
342.59
3
4
2
.
4
2
342.42
3
4
2
.
2
0
3
4
3
.
8
0
3
4
3
.
5
0
3
4
3
.
9
0
3
4
3
.
9
2
3
4
4
.
9
0
3
4
3
.
8
2
343.93
MH.2
T/G=342.41
SE=340.43 (EX.)
NW=340.46
NE=340.49
4.4m - 200 Ø STM @ 1.00%
MH.A
T/G=343.05
SW=339.78
SE=339.72
MH.B
T/G=343.89
NE=339.91
NW=339.97
26.4m - 150 ∅ SAN @ 0.50%1.7m - 150 ∅ SAN @ 0.50%
CBMH.3
T/G=341.92
SW=340.54
NW=340.60
9.3m - 200 Ø STM @ 0.50%
150mmØ WATER SERVICE
3
4
2
.
1
6
s
w
l
3
4
3
.
6
1s
w
l
3
4
1
.
9
0
s
w
l
3
4
2
.
5
3
343.95
3
4
3
.
1
8
343.18
3
4
3
.
0
9
343.09
3
4
3
.
5
0
343.50
3
4
4
.
9
0
3
4
4
.
6
3
1.8m - 150 ∅ SAN @ 2.00%
3
4
4
.
7
1
3
4
4
.
8
8
3
4
3
.
9
0
3
4
4
.
9
0
3
4
3
.
9
1
b
/
w
a
l
l
3
4
3
.
9
1
3
4
3
.
8
8
3
4
4
.
8
8
3
4
4
.
8
8
3
4
4
.
1
5
b
/
w
a
l
l
3
4
4
.
8
8
3
4
2
.
7
8
b
/
w
a
l
l
3
4
2
.
7
8
342.78
3:1 MAX
3
4
2
.
9
7
s
w
l
3
4
2
.
5
3
s
w
l
3
4
3
.
5
8
3
4
3
.
7
4
3
4
3
.
8
7
3
4
3
.
2
5
s
w
l
3
4
3
.
3
9
s
w
l
3
4
4
.
9
0
6 RISERS
@ 0.2m
3
4
3
.
2
3
s
w
l
3
4
3
.
7
4
s
w
l
3
4
3
.
5
2
s
w
l
3
4
3
.
6
0
3
4
3
.
8
5
3
4
3
.
7
5
3
4
3
.
9
5
3
4
4
.
1
5
3
4
3
.
9
1
343.93
3
4
3
.
5
5
343.86
3
4
3
.
5
2
343.99
3
4
2
.
2
0
3
4
2
.
3
0
b
/
w
a
l
l
3
4
4
.
7
9
3
4
3
.
1
8
3
4
3
.
1
8
3
4
2
.
0
6
343.92
3
4
2
.
0
2
343.84
3
4
2
.
3
4
343.94
V
3
4
3
.
5
0
s
w
l
3:1 MAX
3:1 MAX
3:1 MAX
3:1 MAX
3:1 MAX
3:1 MAX
3:1 MAX
CB.4
T/G=342.16
SE=340.76
32.3m
- 200 Ø
S
TM
@
0.50%
4.3%
22.5
%
4.3%
2
.
6
%
8.3%
10.2%
2.0%
3
4
3
.
8
7
5 RISERS
@ 0.2m
4 RISERS
@ 0.2m
5 RISERS
@ 0.2m
8 RISERS
@ 0.2m
3
4
4
.
4
6
3
4
4
.
4
7
3
4
4
.
4
7
b
/
w
a
l
l
3
4
4
.
4
6
b
/
w
a
l
l
3
4
3
.
2
2b
/
w
a
l
l
8.0%
3.4%
3
4
2
.3
0
3
4
2
.
7
8
342.88
3
4
3
.
8
3
344.17
3
4
3
.
8
4
3
4
4
.
9
0
4.0%
3
4
3
.
9
7
b
/
w
a
l
l
3
4
3
.
8
5
b
/
w
a
l
l
3
4
3
.
8
5
b
/
w
a
l
l
3
4
4
.
0
9
b
/
w
a
l
l
3
4
4
.
0
9
b
/
w
a
l
l
3
4
3
.
8
8
b
/
w
a
l
l
3
4
3
.
9
0
b
/
w
a
l
l
3
4
3
.
9
0
b
/
w
a
l
l
3
4
3
.
8
4
b
/
w
a
l
l
3
4
3
.
8
6
b
/
w
a
l
l
3
4
3
.
9
1
b
/
w
a
l
l
3
4
3
.
7
8
344.21
3
4
3
.
5
8
3
4
3
.
5
8
b
/
w
a
l
l
3
4
3
.
5
5
b
/
w
a
l
l
3
4
3
.
9
0
b
/
w
a
l
l
9.1%
2
.
8
%
7
.1
%
2
.
0
%
3.9%
3
4
3
.
8
8
b
/
w
a
l
l
3
4
3
.
6
7
343.673
4
3
.
6
6
343.663
4
3
.
5
0
343.50
3
4
2
.
4
7
b
/
w
a
l
l
SGP
SITE GRADING AND SERVICING
PLAN
FILE
:W
:\K
itchener\416-2016\416115 75 D
ublin S
treet W
est G
uelph\5 W
ork In P
rogress\D
rafting\416115-S
GS
P.dw
g LA
YO
UT
:Layout1
LA
ST
S
AV
ED
B
Y:M
baillie
, 9/19/2017 11:43:45 A
M P
LO
TT
ED
B
Y:M
ichelle B
aillie - G
M B
lueP
lan
9/19/2017 11:53:00 A
M
CO
NS
TR
UC
TIO
N
NOTES :
PROJECT NO. :
DATE :
APPROVED BY :
DESIGNED BY :
DRAWN BY :
SCALE :
NO. DATE REVISION DESCRIPTION CH'KD
DRAWING NO. :
416115A.E.K.
A.E.K.
P.G.
BENCH MARKS :
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWERS AND OTHER
UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY
SHOWN ON THE CONTRACT DRAWINGS, AND, WHERE SHOWN, THE ACCURACY OF
THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM HIMSELF OF THE
EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES, AND SHALL
ASSUME ALL LIABILITY FOR ANY DAMAGE TO THEM.
CITY OF GUELPHKEY PLAN
1:10,000
SEPT. 2016
CITY OF GUELPH
RYKUR HOLDINGS INC.
75 DUBLIN STREET NORTH
N
1:100
GUELPH | OWEN SOUND | LISTOWEL | KITCHENER | LONDON | HAMILTON | GTA
3 3 0 T R I L L I U M D R I V E , U N I T D , K I T C H E N E R , O N N 2 E 3 J 2
TEL. 519-748-1440 www.gmblueplan.ca
BluePlan
ENGINEERING
1 09/22/16 ISSUED FOR REVIEW A.E.K.
ELEVATIONS ARE BASED ON GPS OBSERVATIONS TO PERMANENT
REFERENCE STATIONS AND HAVE BEEN CORRECTED TO
OTHOMETRIC ELEVATIONS WITH GEOID MODEL HTv2.0, AS
SUPPLIED BY NATURAL RESOURCES CANADA.
1. TOPOGRAPHIC SURVEY COMPLETED BY VAN HARTEN
SURVEYING INC., DATED JANUARY 14, 2013.
2. THE CONCEPT PLAN WAS SUPPLIED BY ASTRID J. CLOS
PLANNING CONSULTANTS, CONCEPT (G) DATED OCTOBER 24,
2016.
3. EXISTING SERVICES OBTAINED FROM CITY OF GUELPH
DRAWING No. K-500, DATED JANUARY 30, 2013.
C
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2 09/27/16 ISSUED FOR APPROVAL A.E.K.
3 09/19/17 ISSUED FOR OFFICIAL PLAN AMENDMENT A.E.K.
SPxx-xxx
CONIFEROUS/DECIDUOUS
TREES
EX. LIGHT STANDARD
PROP. CATCH BASIN
PROP. STORM SEWER
3
3
6
.
7
2
3
3
5
.
7
5
HYD
LS
PROPOSED GRADE
EXISTING GRADE
HEDGE
EX. FIRE HYDRANT
CB
EX. CATCH BASIN
EX. FENCE LINE
EX. GAS LINE
EX. BELL LINE
EX. STORM SEWER
PROPERTY LINE
LEGEND
MAJOR OVERLAND
FLOW
EX. DITCH
PROP. SWALE
t
/
w
a
l
l
3
3
5
.
7
5
TOP OF WALL GRADE
b
/
w
a
l
l
3
3
5
.
7
5
BOTTOM OF WALL GRADE
3
3
5
.
7
5
PROPOSED GRADE
3
3
6
.
7
2
b
3
3
5
.
7
5
t
PROP. TOP OF CURB
PROP. BOTTOM OF CURB
s
w
a
l
e
3
3
5
.
7
5
PROPOSED SWALE GRADE
EX. CONTOURS
3
6
2
.5
SAN INV=339.98
SANITARY SERVICE
TO BE TERMINATED
1.5m FROM BUILDING
FACE
75 DUBLIN STREET NORTH
GARAGE FLOOR=341.90
FIRST FLOOR=344.90
STORM SERVICE
TO BE TERMINATED
1.5m FROM BUILDING
FACE
STM INV=340.50
8.5m TRENCH DRAIN
