bauman street fountain street south - cambridge
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FOUNTAIN STREET SOUTH
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EX. MH.G
T/G=274.21
NE=271.85
S=271.88
EX. 450Ø WM
EX. MH.6
T/G=273.89
NE=271.98
S=272.01
EX. 59.9m - 300Ø STM @ 1.26%
EX. CB.1
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CAP AND ABANDON EX.
SAN SERVICE AT THE MAIN
LOCATION OF EX. WATER SERVICE UNKNOWN
AND TO BE DETERMINED IN THE FIELD
CLOSE MAIN STOP, CAP,
AND ABANDON WATER
SERVICE AT THE MAIN
N36°10'20"E19.27
1
3
.9
8
N
1
8
°
2
1
'3
5
"
E
N
7
4
°
0
9
'1
5
"
W
2
2
.9
7
R
=6.10
A
=10.74
C
=9.40
N
23°40'0
0"W
1:300
1
EXISTING CONDITIONS AND
REMOVALS PLAN
FILE
:W
:\K
itchener\419-2019\419025 - 328 F
ountain S
treet\D
raw
ings\419025-B
AS
E.dw
g LA
YO
UT
:426 F
OU
NT
AIN
E
X C
ON
DIT
IO
NS
LA
ST
S
AV
ED
B
Y:M
terpstra, 4/27/2020 1:11:58 P
M P
LO
TT
ED
B
Y:M
ichael T
erpstra - G
M B
lueP
lan 4/27/2020 2:04:43 P
M
NOTES :
PROJECT NO. :
DATE :
APPROVED BY :
DESIGNED BY :
DRAWN BY :
SCALE :
NO. DATE REVISION DESCRIPTION CH'KD
DRAWING NO. :
419025S.J.P
P.W.
A.M.
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 CAMBRIDGEKEY PLAN
NOT TO SCALE
APRIL 2020
CITY OF CAMBRIDGE
KIAH GROUP (VISTA RIDGE) INC.
436 FOUNTAIN STREET SOUTH
N
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. TOPOGRAPHICAL SURVEY COMPLETED BY MacDONALD
TAMBLYN LORD SURVEYING DATED JANUARY 04, 2019.
2. MUNICIPAL INFRASTRUCTURE INFORMATION PROVIDED BY
CITY OF CAMBRIDGE RECORD DRAWINGS A410 -102P, A410 -32,
A410 -38, A410 -4, A410 -5, A410 -7, A410 -82, A419 -33R, A561-4.
3. GRADING INFORMATION PROVIDED BY MacDONALD TAMBLYN
LORD SURVEYING DATED JANUARY 04, 2019.
4. ALL PROPOSED RETAINING WALLS DETAILED DESIGN,
INSTALLATION, INSPECTION AND CERTIFICATION OF RETAINING
WALL INCLUDING GUARDING AS REQUIRED UNDER OBC 2012
TO BE COMPLETED BY OTHERS.
1. 04/27/20 ISSUED FOR APPROVAL S.J.P.
S
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WETLAND BOUNDARY PROVIDED
BY ABOUD & ASSOCIATES INC.
DATED SEPTEMBER 19, 2019.
CONIFEROUS/DECIDUOUS
TREES
EX. LIGHT STANDARD
EX. SANITARY SEWER
HYD
LS
HEDGE
EX. FIRE HYDRANT
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
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2
.
0
0
2
8
3
.0
0
284.0
0
285.00
286.00
287.00
2
8
8
.
0
0
2
8
9
.0
0
2
7
3
.
5
0
2
7
4
.
5
0
2
7
5
.
5
0
2
7
6
.
5
0
2
7
7
.5
0
2
7
8
.5
0
2
7
9
.
5
0
2
8
0
.
5
0
2
8
1
.
5
0
2
8
2
.5
0
283.50
284.5
0
285.50
286.50
2
8
7
.
5
0
2
8
8
.5
0
2
8
9
.5
0
9
8
7
6
5
4
10
3
2
1
11
DROP CURB
LANDING ON
RAMP EVERY
9m (TYP)
DROP CURB
1:500
2
GENERAL PLAN
FILE
:W
:\K
itchener\419-2019\419025 - 328 F
ountain S
treet\D
raw
ings\419025-D
ES
IG
N 436 F
OU
NT
AIN
.dw
g LA
YO
UT
:G
EN
ER
AL P
LA
N
LA
ST
S
AV
ED
B
Y:M
terpstra, 4/27/2020 2:03:16 P
M P
LO
TT
ED
B
Y:M
ichael T
erpstra - G
M B
lueP
lan 4/27/2020 2:04:55 P
M
NOTES :
PROJECT NO. :
DATE :
APPROVED BY :
DESIGNED BY :
DRAWN BY :
SCALE :
NO. DATE REVISION DESCRIPTION CH'KD
DRAWING NO. :
419025S.J.P
P.W.
A.M.
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 CAMBRIDGEKEY PLAN
NOT TO SCALE
APRIL 2020
CITY OF CAMBRIDGE
KIAH GROUP (VISTA RIDGE) INC.
436 FOUNTAIN STREET SOUTH
N
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. TOPOGRAPHICAL SURVEY COMPLETED BY MacDONALD
TAMBLYN LORD SURVEYING DATED JANUARY 04, 2019.
2. MUNICIPAL INFRASTRUCTURE INFORMATION PROVIDED BY
CITY OF CAMBRIDGE RECORD DRAWINGS A410 -102P, A410 -32,
A410 -38, A410 -4, A410 -5, A410 -7, A410 -82, A419 -33R, A561-4.
3. GRADING INFORMATION PROVIDED BY MacDONALD TAMBLYN
LORD SURVEYING DATED JANUARY 04, 2019.
4. ALL PROPOSED RETAINING WALLS DETAILED DESIGN,
INSTALLATION, INSPECTION AND CERTIFICATION OF RETAINING
WALL INCLUDING GUARDING AS REQUIRED UNDER OBC 2012
TO BE COMPLETED BY OTHERS.
1. 04/27/20 ISSUED FOR APPROVAL S.J.P.
S
H
A
N
T
Z
H
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L
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.
F
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T
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S
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S
.
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W
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S
.
H
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L
L
V
I
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W
R
D
.
CONIFEROUS/DECIDUOUS
TREES
EX. LIGHT STANDARD
PROP. CATCH BASIN
PROP. STORM SEWER
PROP. SANITARY SEWER
EX. SANITARY SEWER
3
3
6
.
7
2
3
3
5
.
7
5
HYD
LS
PROPOSED GRADE
EXISTING GRADE
HEDGE
EX. FIRE HYDRANT
CB
V
EX. CATCH BASIN
EX. FENCE LINE
EX. GAS LINE
EX. BELL LINE
EX. WATERMAIN
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
s
w
a
l
e
3
3
5
.
7
5
PROPOSED SWALE GRADE
EX. CONTOURS
3
6
2
.5
1
0
.
0
m
W
E
T
L
A
N
D
B
U
F
F
E
R
WETLAND BOUNDARY PROVIDED
BY ABOUD & ASSOCIATES INC.
DATED SEPTEMBER 19, 2019.
B
A
U
M
A
N
S
T
R
E
E
T
FOUNTAIN STREET SOUTH
LOT 7
LOT 36
BLOCK 9
BLOCK 10
BLOCK 12
BLOCK 13
LOT 35
LOT 34
LOT 33
LOT 32
LOT 31
LOT 11
LOT 10
LOT 9
LOT 8
LOT 27
273.0
0
274.00
2
7
4
.
0
0
2
7
5
.
0
0
2
7
5
.
0
0
2
7
6
.
0
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2
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6
.
0
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7
7
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0
2
7
7
.
0
0
2
7
8
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0
2
7
8
.0
0
279.00
2
7
9
.0
0
280.00
2
8
0
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0
2
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1
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0
281.00
282.00
282.0
0
283.00
283.0
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284.00
284.00
2
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5
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0
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2
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285.00 2
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.
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286.00
2
8
6
.
0
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2
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.
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0
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2
8
8
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0
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2
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0
0
2
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0
288.00
288.0
0
2
8
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.
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2
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.
0
0
290.00
273.5
0
273.50
2
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3
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5
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5
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2
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4
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5
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2
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2
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7
.
5
0
278.502
7
8
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0
279.50
2
7
9
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0
280.5
0
280.50
281.50
281.50
282.50
282.5
0
283.50
283.50
2
8
4
.
5
0
284.50
284.50
2
8
5
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0
285.50
2
8
5
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0
2
8
5
.
5
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.
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286.50
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287.5
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281.50
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274.00
2
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2
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FOUNTAIN STREET SOUTH
P
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EX. MH.G
T/G=274.21
NE=271.85
S=271.88
EX. 450Ø WM
EX. MH.6
T/G=273.89
NE=271.98
S=272.01
EX. 59.9m - 300Ø STM @ 1.26%
EX. CB.1
TG=274.00
E
X
. 5
2
.3
m
-
1
0
5
0
Ø
S
T
M
@
0
.7
8
%
E
X
. 5
3
.1
m
-
3
0
0
Ø
S
A
N
@
0
.8
3
%
Structure - (71)
EX. 69.3m - 200Ø SAN @ 1.55%
E
X
. 8
1
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m
-
2
0
0
Ø
S
A
N
@
0
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7
%
E
X
. 100Ø
S
E
R
V
IC
E
CAP AND ABANDON EX.
SAN SERVICE AT THE MAIN
LOCATION OF EX. WATER SERVICE UNKNOWN
AND TO BE DETERMINED IN THE FIELD
CLOSE MAIN STOP, CAP,
AND ABANDON WATER
SERVICE AT THE MAIN
N36°10'20"E19.27
1
3
.9
8
N
1
8
°
2
1
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5
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E
2
7
5
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2275.82
2
8
4
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0
9
284.0
9
2
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9
.
3
2
289.32
2
8
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.
6
3
289.63
2
8
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0
6
288.06
2
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5
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288.55
2
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9
3
t
/
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a
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l
2
8
2
.
4
2
282.42
2
8
2
.
3
8282.38
2
8
2
.
1
8
282.18
2
7
9
.
6
4
279.64
2
7
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.
5
1
279.51
2
8
0
.
2
7
280.27
2
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0
.
8
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280.86
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2
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278.57
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274.47
2
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274.36
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1277.21
2
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2
.
4
4
b
2
8
2
.
5
9
t
2
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4
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2
7
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t
2
8
2
.
4
4
b
2
8
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.
5
9
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2
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6
8.0%
2
8
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9
5
b
2
8
4
.
1
0
t
2
8
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1
9
b
2
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.
3
4
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2
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4
%
3
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%
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%
2
8
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7
b
2
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2
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2
8
5
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7
b
2
8
5
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2
t
2
8
4
.
6
8
2
8
5
.
5
1
FFE=282.80
2 FFE=285.80
FFE=283.15
2 FFE=286.15
FFE=284.53
2 FFE=287.53
FFE=285.88
2 FFE=288.88
FFE=286.80
2 FFE=289.80
5.0%
5.0%
2
8
5
.
2
3
FFE=286.80
2 FFE=289.80
FFE=283.06
FFE=285.40
FFE=285.80
2
8
2
.
5
6
2
8
3
.
5
6
2
8
4
.
5
7
2
8
3
.
8
9
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1
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%
2
8
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1
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b
2
8
3
.
3
3
t
3
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8
%
3
.
5
%
5
.
0
%
BFFE=282.40
2
8
2
.
2
0
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1
.
1
6
BFFE=282.80
2
8
1
.
8
8
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8
6
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%
5
.
0
%
3
.
2
%
2
8
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0
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1
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%
2
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.
1
4
285.14
BFFE=280.06
2
8
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6
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0
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b
/
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a
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8
.
0
%
6
.
1
%
8.0
%
8
.
0
%
1.5%
3
.
9
%
2
8
1
.
3
5
2
8
0
.
4
8
2
8
2
.
6
2
b
2
8
2
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7
t
2
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3
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6
3
2
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5
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0
2
8
2
.
1
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2
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4
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0
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2
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4
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4
5
t
2
8
5
.
5
7b
/
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a
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8
5
.
7
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b
/
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a
l
l
2
8
7
.
0
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/
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a
l
l
2
8
6
.
1
7
t
/
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a
l
l
2
8
8
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5
t/w
a
ll
2
8
8
.
1
8
t
/
w
a
l
l
2
8
9
.
1
0
s
w
l
2
8
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0
s
w
l
2
8
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1
s
w
l
286.0
4
2
8
3
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8
3
t
/
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a
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l
2
8
4
.
8
0
t
/
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a
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2
8
3
.
7
5
b
/
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a
l
l
2
8
1
.
5
3
s
w
l
2
8
2
.
1
4
s
w
l
2
8
2
.
5
8
s
w
l
2
8
2
.
4
5
2
8
1
.
7
0
CB.13
TG=285.03
2
.0
%
3
.1
%
2
8
5
.
4
5
b
/
w
a
l
l
2
8
6
.
8
9
b
/
w
a
l
l
2
8
4
.
6
4
b
/
w
a
l
l
2
8
6
.
0
6
b
/
w
a
l
l
2
7
4
.
6
4
8
.0
%
2
8
8
.
3
0
s
w
l
2
8
7
.
1
4
s
w
l
2
8
7
.
9
4
s
w
l
2
8
9
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3
289.4
3
2
8
9
.0
2
289.0
2
2
8
9
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5
289.2
5
2
8
9
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5
289.2
5
2
8
6
.
9
7
s
w
l
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8
6
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7
9
s
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8
5
.
9
6
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5
.
6
1
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5
.
5
6
s
w
l
2
8
8
.
0
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/
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a
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2
8
8
.
3
2
t
/
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a
l
l
2
8
1
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5
sw
l
284.05
t/wall
2
8
7
.
3
6
t
/
w
a
l
l
2
8
4
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s
w
l
2
7
9
.
6
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b
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9
.
7
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2
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4
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5
4
274.54
2
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.
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4
274.14
2
8
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.
8
8
2
7
8
.
3
0
2
7
7
.
3
4
2
7
6
.
6
3
2
7
5
.
5
5
8.0%
8
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%
8
.
1
%
8.3%
2
8
0
.
9
8
b
2
8
1
.
1
3
t
2
7
8
.
9
0
b
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0
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t
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7
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.
2
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b
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t
275.4
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275.6
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2
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2
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b
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7
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0
5
s
w
l
285.33
b/w
all
2
8
4
.
9
5
2
8
2
.
1
0
2
8
2
.
1
0
2
7
8
.7
7
b
2
7
8
.9
2
t
2
8
9
.0
2
289.0
2
2
8
8
.8
8
288.8
7 2
8
9
.0
7
289.0
7
2
8
8
.0
3
288.0
3
2
8
8
.3
9
288.3
9
2
8
7
.9
7
287.9
7
2
8
7
.7
3287.73
2
8
7
.
2
7
t
/
w
a
l
l
2
8
5
.
1
5
b
/
w
a
l
l
2
8
2
.
2
0
b
/
w
a
l
l
2
8
7
.
7
3
t
/
w
a
l
l
4
.0
%
2
7
8
.
0
8
278.08
2
7
9
.
5
0
279.50
2
8
1
.
9
6
t
/
w
a
l
l
2
8
2
.
1
9
282.19
2
8
3
.
9
5
284.00
2
8
6
.
0
5
286.05
2
8
7
.
2
2
287.22
2
8
6
.
3
7
286.37
2
8
0
.6
5
t/w
a
ll
2
8
3
.
3
4
t
/
w
a
l
l
280.55
sw
l
2
8
0
.
0
0
2
8
0
.
0
0
2
7
6
.5
7
b
2
7
6
.7
2
t
2
7
6
.
5
7
b
2
7
6
.
7
2
t
8.3%
8.3%
8.3%
8.3%
8.3%
8.3%
8.3%
8.3%
8.3%
2
7
4
.
3
3
2
8
1
.
3
0
2
7
9
.
1
9
b
2
7
9
.
3
4
t
279.35
sw
l
8
.
0
%
2
8
1
.
1
5
s
w
l
2
7
8
.
4
0
s
w
l
2
7
6
.
9
0
s
w
l
274.07
swl
FOOTPRINT=212.96m²
FOOTPRINT=212.96m²
FOOTPRINT=212.96m²
FOOTPRINT=281.6m²
FOOTPRINT=281.6m²
FOOTPRINT=160.7m²
FFE=277.32
19.75m
18.26m
FOOTPRINT=212.96m²
FOOTPRINT=235.6m²
FOOTPRINT=163.0m²
FOOTPRINT=163.0m²
11.15m
x5m
STORMWATER DETENTION TANK
No. 2 (BRENTWOOD STORM
TANK) DETENTION TANK 1.8m
DEEP ± 94m³ STORAGE
BOTTOM = 277.69
TOP = 279.49
CBMH1
T/G=275.36
NE=272.71
SW=273.02
CBMH4
T/G=277.08
NW=275.28
SE=275.05
DCBMH5
T/G=278.65
W=276.85
SE=276.55
NE=276.85
MH6
T/G=279.82
N=278.02
E=277.96
DCB7
T/G=280.42
S=278.62
MH8
T/G=280.92
SW=277.58
NW=277.64
DCB10
T/G=281.88
NE=280.08
DCBMH11
T/G=282.54
SW=279.70
SE=279.42
NE=280.02
DCB12
T/G=283.89
SW=282.09
CB9
T/G=280.92
NW=279.23
W=272.04
MHF
T/G=275.16
N=272.36
E=272.11
MHE
T/G=277.73
NW=274.96
S=274.58
MHD
T/G=280.44
NW=277.64
SE=277.22
MHC
T/G=280.83
SE=278.04
NE=278.10
W=271.91
2
8
0
.
7
4
2
8
0
.
7
4
8
.
3
%
2
8
1
.
4
9
2
8
1
.
4
92
8
2
.
2
4
2
8
2
.
2
4
8.3
%
2
8
5
.
1
6
2
8
5
.
1
6
2
8
5
.
9
0
2.0
%
2
8
5
.
0
9
b
2
8
5
.
2
4
t
2
8
5
.
0
9
b
2
8
5
.
2
4
t
285.7
7b
285.9
2t
285.8
9b
286.0
4t
2
8
6
.
0
7
b
2
8
6
.
2
2
t
2
8
5
.
9
4
b2
8
6
.
0
9
t
2
.
0
%
2
7
5
.
1
2
b
2
7
5
.
2
7
t
2
7
7
.
0
5
277.05
2
7
8
.
5
3
278.53
2
7
4
.
6
5
b
2
7
4
.
8
0
t
2
7
6
.
7
2
2
7
7
.
4
9
2
7
8
.
3
2
2
7
8
.
9
3
2
7
9
.
5
0
MA
X 3:1
2
8
6
.
0
6
s
w
l
2
7
9
.
2
3
s
w
l
2
7
9
.
0
0
t
/
w
a
l
l
2
7
6
.
4
1
s
w
l
2
7
9
.
0
0
b
/
w
a
l
l
8.0%
2
7
6
.
0
0
2
7
9
.
8
2
b
/
w
a
l
l
2
8
3
.5
0
b
/w
a
ll
2
7
9
.
8
2
b
/
w
a
l
l
2
8
0
.
1
8
b
/
w
a
l
l
2
8
0
.
1
8
t
/
w
a
l
l
2
8
0
.
7
4
s
w
l
2
8
4
.
9
9
t
/
w
a
l
l
2
8
3
.
8
0
b
/
w
a
l
l
85mm ORIFACE PLATE
(SEE DETAIL ON DWG. No. 5)
CLEANOUTS
250Ø
2
8
1
.
6
0
s
w
l
281.7
5
MATCH EX.
GROUND
MATCH EX.
GROUND
3
.
0
%
7
.8
%
2
7
8
.
3
5
b
2
7
8
.
5
0
t
2
7
7
.
1
1
2
.
9
%
2
8
3
.
0
0
283.00
285.8
7
2
8
3
.
7
5
2
8
6
.
2
0
s
w
l
2
8
8
.
8
2
s
w
l
2
8
8
.
7
5
t
/
w
a
l
l
2
8
8
.
5
0
b
/
w
a
l
l
2
8
7
.
0
0
b
/
w
a
l
l
2
8
7
.
0
0
t
/
w
a
l
l
2
8
6
.
5
0
t
/
w
a
l
l
286.2
5
b/w
all
PROPOSED RETAINING WALL
DETAILED DESIGN,
INSTALLATION, INSPECTION
AND CERTIFICATION OF
RETAINING WALL INCLUDING
GUARDING AS REQUIRED
UNDER OBC 2012 TO BE
COMPLETED BY OTHERS.
8.3%
MHB
T/G=285.58
SW=279.52
NE=279.55
9
8
7
6
5
4
10
3
2
1
2
8
3
.
7
5
t
/
w
a
l
l
2
8
3
.
9
0
b
/
w
a
l
l
2
8
4
.
8
0
t
/
w
a
l
l
2
8
3
.
8
0
b
/
w
a
l
l
2
8
4
.
4
5
t
/
w
a
l
l
2
8
4
.3
5
b
/w
a
ll
2
8
3
.
3
4
b
2
8
3
.
4
9
t
DROP CURB
LANDING ON
RAMP EVERY
9m (TYP)
2
7
6
.
7
0
2
7
6
.
1
2
2
7
5
.
5
4
PROPOSED RETAINING WALL
DETAILED DESIGN,
INSTALLATION, INSPECTION
AND CERTIFICATION OF
RETAINING WALL INCLUDING
GUARDING AS REQUIRED
UNDER OBC 2012 TO BE
COMPLETED BY OTHERS.
2
7
5
.
9
0
t
/
w
a
l
l
2
7
4
.
9
8
b
/
w
a
l
l
2
7
5
.
5
3
t
/
w
a
l
l
2
7
5
.5
3
b
/w
a
ll
DROP CURB
14m
x2.5m
5.9m
x1.75m
STORMWATER DETENTION TANK
No. 1 (BRENTWOOD STORM
TANK) DETENTION TANK 1.8m
DEEP ± 77m³ STORAGE
BOTTOM = 273.20
TOP = 275.00
DCBMH2
T/G=275.59
N=273.81
SW=273.78
MH3
T/G=276.45
NW=274.36
S=274.33
NE=274.93
STORMCEPTOR EF6
T/G=275.16
SW=272.67
E=272.64
CB
T/G=277.12
SW=275.62
276.7
8
t/w
all
2
7
6
.
7
5
b
/
w
a
l
l
2
7
6
.7
5
b
/w
a
ll
2
7
7
.
6
9
t
/
w
a
l
l
2
7
7
.
8
5
t
/
w
a
l
l
2
7
6
.7
5
b
/w
a
ll (DROP)
CLEANOUTS
250Ø
EX
. 59.9m
- 300Ø
S
TM
@
1.26%
2
7
8
.
9
6
b
/
w
a
l
l
8.3%
8.3%
8.3%
8.3%
8.3%
8.3%
8.3%
2
8
0
.
1
8
t
/
w
a
l
l
2
8
0
.
1
8
b
/
w
a
l
l
2
7
9
.
2
5
t
/
w
a
l
l
2
7
8
.
9
9
t
/
w
a
ll
2
7
8
.
7
3
b
/
w
a
l
l
2
8
1
.
2
3
b
/
w
a
l
l
2
8
0
.
0
0
t
/
w
a
l
l
2
8
1
.
6
5
b
/
w
a
l
l
2
8
0
.
7
4
s
w
l
2
8
0
.
9
4
s
w
l
2
7
8
.
4
4
s
w
l
2
7
8
.
2
0
b
/
w
a
l
l
2
7
8
.
2
0
t
/
w
a
l
l
2
7
9
.
5
6
279.56
2
8
1
.
7
0
281.70
2
7
8
.
4
4b
/
w
a
l
l
2
7
9
.
1
8
t
/
w
a
l
l
2
7
7
.
2
8
2
7
6
.
7
0
2
7
6
.
1
2
2
7
5
.
5
4
2
7
6
.9
0
s
w
l
2
7
6
.
5
3
b
/
w
a
l
l
2
7
5
.
6
0
t
/
w
a
l
l
2
7
5
.
6
8
b
/
w
a
l
l
2
7
6
.
1
2
t
/
w
a
l
l
2
7
5
.
7
6
t
/
w
a
l
l
2
7
6
.
9
4
t
/
w
a
l
l
2
7
5
.
5
4
b
/
w
a
l
l2
7
6
.
7
0
t
/
w
a
l
l
2
7
6
.
7
0
b
/
w
a
l
l
2
7
6
.
3
4
b
/
w
a
ll
2
7
7
.
2
8
t
/
w
a
l
l
2
7
6
.
9
6
276.96
2
7
4
.
9
6
b
/
w
a
l
l
2
7
8
.
3
0
2
7
7
.
3
4
2
7
6
.
6
3
2
7
8
.
2
9
b
2
7
8
.
4
4
t
2
7
7
.
2
7
b
2
7
7
.
4
2
t
2
7
8
.7
7
b
2
7
8
.9
2
t
2
7
8
.
2
9
b
2
7
8
.
4
4
t
2
7
7
.
2
7
b
2
7
7
.
4
2
t
2
7
8
.7
7
b
2
7
8
.9
2
t
2
7
4
.
4
2
8.3%
2
7
5
.
4
7
b
/
w
a
l
l
2
7
5
.
4
3
t
/
w
a
l
l
8.3%
8.3%
2
7
7
.
6
8
2
7
7
.
8
9
2
7
8
.
6
3
1:300
2
SITE GRADING PLAN
FILE
:W
:\K
itchener\419-2019\419025 - 328 F
ountain S
treet\D
raw
ings\419025-D
ES
IG
N 436 F
OU
NT
AIN
.dw
g LA
YO
UT
:G
RA
DIN
G
LA
ST
S
AV
ED
B
Y:M
terpstra, 4/27/2020 2:03:16 P
M P
LO
TT
ED
B
Y:M
ichael T
erpstra - G
M B
lueP
lan 4/27/2020 2:05:04 P
M
NOTES :
PROJECT NO. :
DATE :
APPROVED BY :
DESIGNED BY :
DRAWN BY :
SCALE :
NO. DATE REVISION DESCRIPTION CH'KD
DRAWING NO. :
419025S.J.P
P.W.
A.M.
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 CAMBRIDGEKEY PLAN
NOT TO SCALE
APRIL 2020
CITY OF CAMBRIDGE
KIAH GROUP (VISTA RIDGE) INC.
436 FOUNTAIN STREET SOUTH
N
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. TOPOGRAPHICAL SURVEY COMPLETED BY MacDONALD
TAMBLYN LORD SURVEYING DATED JANUARY 04, 2019.
2. MUNICIPAL INFRASTRUCTURE INFORMATION PROVIDED BY
CITY OF CAMBRIDGE RECORD DRAWINGS A410 -102P, A410 -32,
A410 -38, A410 -4, A410 -5, A410 -7, A410 -82, A419 -33R, A561-4.
3. GRADING INFORMATION PROVIDED BY MacDONALD TAMBLYN
LORD SURVEYING DATED JANUARY 04, 2019.
4. ALL PROPOSED RETAINING WALLS DETAILED DESIGN,
INSTALLATION, INSPECTION AND CERTIFICATION OF RETAINING
WALL INCLUDING GUARDING AS REQUIRED UNDER OBC 2012
TO BE COMPLETED BY OTHERS.
1. 04/27/20 ISSUED FOR APPROVAL S.J.P.
S
H
A
N
T
Z
H
I
L
L
R
D
.
F
O
U
N
T
A
I
N
S
T
.
S
.
S
P
E
E
D
R
I
V
E
R
SITE
P
A
R
K
V
I
E
W
C
R
E
S
.
H
I
L
L
V
I
E
W
R
D
.
CONIFEROUS/DECIDUOUS
TREES
EX. LIGHT STANDARD
PROP. CATCH BASIN
PROP. STORM SEWER
PROP. SANITARY SEWER
EX. SANITARY SEWER
3
3
6
.
7
2
3
3
5
.
7
5
HYD
LS
PROPOSED GRADE
EXISTING GRADE
HEDGE
EX. FIRE HYDRANT
CB
V
EX. CATCH BASIN
EX. FENCE LINE
EX. GAS LINE
EX. BELL LINE
EX. WATERMAIN
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
s
w
a
l
e
3
3
5
.
7
5
PROPOSED SWALE GRADE
EX. CONTOURS
3
6
2
.5
SIDEWALK RAMP COMPLETE
WITH LANDINGS EVERY 9.0m
1
0
.0
m
W
E
T
L
A
N
D
B
U
F
F
E
R
WETLAND BOUNDARY PROVIDED
BY ABOUD & ASSOCIATES INC.
DATED SEPTEMBER 19, 2019.
APPROXIMATE EXTENT OF
RETAINING WALL
APPROXIMATE EXTENT OF
RETAINING WALL
20.00m
2
0
.0
0
m
20.00m
20.00m
45.61m
SCALE: 1:150
SWITCHBACK AND SIDEWALK
BLOW-UP
LANDING ON RAMP EVERY
9m (TYP)
PROPOSED RETAINING WALL
DETAILED DESIGN, INSTALLATION,
INSPECTION, AND CERTIFICATION OF
RETAINING WALL INCLUDING
GUARDING AS REQUIRED UNDER OBC
2012 TO BE COMPLETED BY OTHERS
SEE DRAWING
No. 3
LIGHT DUTY SEDIMENT FENCE.
SEE "SEDIMENT FENCE LIGHT DUTY"
DETAIL DRAWING No. 5
LIGHT DUTY SEDIMENT FENCE.
SEE "SEDIMENT FENCE LIGHT DUTY"
DETAIL DRAWING No. 5
FOUNTAIN STREET SOUTH
2
7
8
.0
0
279.00
280.00
281.00
282.00
283.0
0
284.00
2
8
5
.
0
0
2
8
5
.
0
0
2
8
5
.0
0
2
8
6
.
0
0
2
8
6
.
0
0
2
8
6
.0
0
278.50
279.50
280.5
0
281.50
282.50
283.50
284.50
2
8
5
.5
0
2
8
5
.
5
0
2
8
5
.
5
0
2
8
6
.5
0
2
9
0
.
5
0
287.5
0
288.0
0
288.50
2
8
9
.0
0
2
8
9
.5
0
2
9
0
.
0
0
2
7
2
.
5
0
2
7
3
.
0
0
2
7
3
.
5
0
2
7
4
.
0
0
2
7
4
.
5
0
2
7
5
.
0
0
2
7
5
.
5
0
2
7
6
.
5
0
2
7
6
.0
0
277.00
277.50
278.00
278.50
279.00
279.50
2
8
1
.
5
0
2
8
4
.
5
0
2
8
8
.0
0
2
8
9
.5
0
2
7
7
.
5
0
2
7
9
.
0
0
2
8
1
.5
0
2
8
2
.5
0
2
8
7
.
5
0
2
8
5
.5
0
2
8
5
.0
0
FOUNTAIN STREET SOUTH
E
X
. C
H
A
IN
LIN
K
F
E
N
C
E
EX
. 47.5
5m
- 8
25x1250 S
TM
@ -
1.2
3%
EX. DMH 301
T/G=271.96
SE=270.69
SW=270.76
N=271.14
NE=271.04
EX
. 47.5
5m
- 8
25x1250 S
TM
@
-1.2
3%
EX
. 67.0m
- 825x1250 S
TM
@
2.33%
EX
. 67.0m
- 825x1250 S
TM
@
2.33%
EX. MH.3
T/G=271.90
NE=270.82
SW=270.82
NW=270.88
SE=270.88
EX
. 23.9
m -
300Ø S
TM @
0.2
5%
EX. 45.0m - 300Ø STM @ 0.54%
EX. SIDCB.1
TG=271.89
EX. DCB.1
TG=263.03
EX. SICB.1
TG=272.82
EX. MH.4
T/G=277.82
N=275.74
SE=272.26
NW=272.76
EX. 28.1m - 900Ø STM @ 4.00%
EX. MH.5
T/G=283.26
SE=279.38
W=280.00
EX
. 900Ø
S
TM
EX. MH.A
T/G=272.31
NE=270.08
S=270.03
EX. 75.9m - 675Ø SAN @ 3.14%
EX. MH.B
T/G=271.36
N=269.93
EX. 12.4m - 675Ø SAN @ 0.81%
EX. MH.C
T/G=271.96
E=270.05
SW=270.08
EX. 13.6m - 200Ø
SAN @ -0.60%
EX. 64.9m - 200Ø SAN @ 0.60%
EX. MH.D
T/G=272.09
SE=270.37
NW=271.24
EX. 7.2m - 200Ø
SAN @ -4.00%
EX. MH.E
T/G=277.37
N=275.83
SE=273.82
NW=273.94
EX. 31.1m - 375Ø SAN @ 8.30%
EX. MH.F
T/G=283.24
SE=279.37
W=280.03
EX
. 27.8m
- 375Ø
S
AN
@
19.54%
EX
. 55.4m
- 900Ø
S
AN
@
69.37%
T/G=281.88
E=280.33
SW=280.64
E
X
.
3
2
.
2
m
-
1
0
5
0
Ø
S
T
M
@
1
.
0
2
%
Structure - (65)
T/G=282.84
NE=281.30
W=281.59
EX. 66.7m - 1050Ø STM @ 0.99%
E
X
. 5
2
.3
m
-
1
0
5
0
Ø
S
T
M
@
0
.7
8
%
E
X
.
3
0
.
9
m
-
3
0
0
Ø
S
A
N
@
1
.
1
3
%
Structure - (68)
T/G=281.93
NE=281.29
W=281.59
EX. 67.3m - 300Ø SAN @ 0.92%
E
X
. 5
3
.1
m
-
3
0
0
Ø
S
A
N
@
0
.8
3
%
T/G=281.01
E=280.38
SW=280.67
EX. 2.2m - 300Ø STM @ 0.50%
2
7
3
.0
0
2
7
4
.
0
0
2
7
5
.
0
0
2
7
6
.
0
0
2
7
7
.0
0
2
7
8
.0
0
2
7
9
.0
0
2
8
0
.
0
0
2
8
1
.
0
0
2
8
2
.
0
0
2
8
3
.0
0
284.0
0
285.00
286.00
287.00
2
8
8
.
0
0
2
8
9
.0
0
2
7
3
.
5
0
2
7
4
.
5
0
2
7
5
.
5
0
2
7
6
.
5
0
2
7
7
.5
0
2
7
8
.5
0
2
7
9
.
5
0
2
8
0
.
5
0
2
8
1
.
5
0
2
8
2
.5
0
283.50
284.5
0
285.50
286.50
2
8
7
.
5
0
2
8
8
.5
0
2
8
9
.5
0
2
8
8
.
5
5
288.55
2
8
7
.
9
3
t
/
w
a
l
l
2
8
2
.
4
2
282.42
2
8
2
.
1
8
282.18
2
8
5
.5
7
b
2
8
5
.7
2
t
2
8
5
.5
7
b
2
8
5
.7
2
t
2
8
4
.
6
8
2
8
5
.
5
1
285.9
8
5
.
0
%
3
.
2
%
2
8
5
.
0
3
1
.2
%
2
8
5
.
1
4
285.14
2
8
5
.
1
3
285.13
2
8
4
.
3
5
284.35
2
8
6
.
0
1
286.01
2
8
2
.
7
0
282.70
2
8
0
.
5
0
280.50
2
8
0
.
1
2280.12
2
8
0
.
0
2
280.02
2
8
0
.
9
9
280.99
BFFE=282.50
FFE=285.50
2
8
2
.
6
5
2
8
7
.9
1
s
w
l
286.0
4
2
8
4
.
8
0
t
/
w
a
ll
2
8
3
.
7
5
b
/
w
a
l
l
2
8
2
.
5
8
s
w
l
CB.13
TG=285.03
2
8
5
.
1
0
2
8
5
.
2
0
2
8
5
.
2
0
2
8
2
.
8
7
2
8
0
.
8
5
2
8
3
.7
0
BFFE=281.00
FFE=284.00
2
8
2
.8
0
t/w
a
ll
2
8
2
.
5
5
b
/
w
a
l
l
2
8
0
.
5
0
b
/
w
a
l
l
2
8
2
.
3
5
FOOTPRINT=300.01m²
2
8
5
.
0
9
b
2
8
5
.
2
4
t
2
8
5
.
0
9
b
2
8
5
.
2
4
t
285.7
7b
285.9
2t
285.8
9b
286.0
4t
2
8
6
.
0
7
b
2
8
6
.
2
2
t
2
.
0
%2
8
6
.
0
6
s
w
l
2
8
3
.
0
0
283.00
285.8
7
2
8
3
.
7
5
2
8
6
.
2
0
s
w
l
2
8
8
.
7
5
t
/
w
a
l
l
2
8
8
.
5
0
b
/
w
a
l
l
2
8
7
.
0
0
b
/
w
a
l
l
2
8
7
.
0
0
t
/
w
a
l
l
2
8
6
.
5
0
t
/
w
a
l
l
286.2
5
b/w
all
PROPOSED RETAINING WALL
DETAILED DESIGN,
INSTALLATION, INSPECTION
AND CERTIFICATION OF
RETAINING WALL INCLUDING
GUARDING AS REQUIRED
UNDER OBC 2012 TO BE
COMPLETED BY OTHERS.
2
8
0
.
7
6
280.76
2
8
2
.
7
6
282.762
8
4
.
4
4
284.44
2
8
0
.7
8
t/w
a
ll
2
8
0
.
6
8
t
/
w
a
l
l
MATCH EX.
GROUND
2
8
0
.
1
4
b
/
w
a
l
l
T/G=285.58
SW=279.52
NE=279.55
MHA
T/G=285.13
SW=279.87
NE=279.90
11
2
8
3
.
7
5
t
/
w
a
l
l
PROPOSED RETAINING WALL
DETAILED DESIGN,
INSTALLATION, INSPECTION
AND CERTIFICATION OF
RETAINING WALL INCLUDING
GUARDING AS REQUIRED
UNDER OBC 2012 TO BE
COMPLETED BY OTHERS.
1:300
3
SITE GRADING PLAN 2
FILE
:W
:\K
itchener\419-2019\419025 - 328 F
ountain S
treet\D
raw
ings\419025-D
ES
IG
N 436 F
OU
NT
AIN
.dw
g LA
YO
UT
:G
RA
DIN
G 2
LA
ST
S
AV
ED
B
Y:M
terpstra, 4/27/2020 2:03:16 P
M P
LO
TT
ED
B
Y:M
ichael T
erpstra - G
M B
lueP
lan 4/27/2020 2:05:11 P
M
NOTES :
PROJECT NO. :
DATE :
APPROVED BY :
DESIGNED BY :
DRAWN BY :
SCALE :
NO. DATE REVISION DESCRIPTION CH'KD
DRAWING NO. :
419025S.J.P
P.W.
A.M.
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 CAMBRIDGEKEY PLAN
NOT TO SCALE
APRIL 2020
CITY OF CAMBRIDGE
KIAH GROUP (VISTA RIDGE) INC.
436 FOUNTAIN STREET SOUTH
N
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. TOPOGRAPHICAL SURVEY COMPLETED BY MacDONALD
TAMBLYN LORD SURVEYING DATED JANUARY 04, 2019.
2. MUNICIPAL INFRASTRUCTURE INFORMATION PROVIDED BY
CITY OF CAMBRIDGE RECORD DRAWINGS A410 -102P, A410 -32,
A410 -38, A410 -4, A410 -5, A410 -7, A410 -82, A419 -33R, A561-4.
3. GRADING INFORMATION PROVIDED BY MacDONALD TAMBLYN
LORD SURVEYING DATED JANUARY 04, 2019.
4. ALL PROPOSED RETAINING WALLS DETAILED DESIGN,
INSTALLATION, INSPECTION AND CERTIFICATION OF RETAINING
WALL INCLUDING GUARDING AS REQUIRED UNDER OBC 2012
TO BE COMPLETED BY OTHERS.
1. 04/27/20 ISSUED FOR APPROVAL S.J.P.
S
H
A
N
T
Z
H
I
L
L
R
D
.
F
O
U
N
T
A
I
N
S
T
.
S
.
S
P
E
E
D
R
I
V
E
R
SITE
P
A
R
K
V
I
E
W
C
R
E
S
.
H
I
L
L
V
I
E
W
R
D
.
CONIFEROUS/DECIDUOUS
TREES
EX. LIGHT STANDARD
PROP. CATCH BASIN
PROP. STORM SEWER
PROP. SANITARY SEWER
EX. SANITARY SEWER
3
3
6
.
7
2
3
3
5
.
7
5
HYD
LS
PROPOSED GRADE
EXISTING GRADE
HEDGE
EX. FIRE HYDRANT
CB
V
EX. CATCH BASIN
EX. FENCE LINE
EX. GAS LINE
EX. BELL LINE
EX. WATERMAIN
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
s
w
a
l
e
3
3
5
.
7
5
PROPOSED SWALE GRADE
EX. CONTOURS
3
6
2
.5
APPROXIMATE
EXTENT OF
RETAINING WALL
LIGHT DUTY SEDIMENT FENCE.
SEE "SEDIMENT FENCE LIGHT DUTY"
DETAIL DRAWING No. 5
273.0
0
274.00
2
7
4
.
0
0
2
7
5
.
0
0
2
7
5
.
0
0
2
7
6
.
0
0
2
7
6
.
0
0
2
7
7
.0
0
2
7
7
.
0
0
2
7
8
.0
0
2
7
8
.0
0
279.00
2
7
9
.0
0
280.00
2
8
0
.0
0
281.00
281.00
282.00
282.0
0
283.00
283.0
0
2
8
4
.
0
0
2
8
4
.
0
0
284.00
284.00
2
8
5
.
0
0
2
8
5
.
0
0
2
8
5
.
0
0
285.00 2
8
5
.0
0
2
8
6
.0
0
2
8
6
.
0
0
286.00
2
8
6
.
0
0
2
8
6
.
0
0
2
8
7
.
0
0
2
8
7
.
0
0
2
8
8
.
0
0
2
8
8
.
0
0
2
8
8
.
0
0
288.00
288.0
0
2
8
8
.
0
0
2
8
8
.
0
0
2
8
9
.
0
0
290.00
273.50
273.50
2
7
3
.
5
0
2
7
3
.
5
0
2
7
4
.
5
0
2
7
4
.
5
0
2
7
5
.
5
0
2
7
5
.
5
0
2
7
6
.
5
0
2
7
6
.
5
0
2
7
7
.5
0
2
7
7
.
5
0
278.502
7
8
.5
0
279.50
2
7
9
.5
0
280.5
0
280.50
281.50
281.50
282.50
282.5
0
283.50
2
8
3
.
5
0
283.50
283.50
2
8
4
.
5
0
2
8
4
.
5
0
284.50
284.50
2
8
5
.
5
0
2
8
5
.5
0
285.50
2
8
5
.5
0
2
8
5
.
5
0
2
8
6
.
5
0
2
8
6
.
5
0
286.50
2
8
7
.
5
0
2
8
7
.
5
0
2
8
8
.
5
0
2
8
9
.
5
0
2
9
0
.
5
0
287.5
0
288.0
0
288.50
2
8
9
.0
0
2
8
9
.5
0
2
9
0
.
0
0
2
7
6
.
5
0
2
7
6
.
0
0
2
7
5
.5
0
2
7
8
.
5
0
2
7
9
.
0
0
2
7
7
.5
0
2
7
7
.0
0
2
7
8
.0
0
2
7
9
.
5
0
2
8
0
.0
0
2
8
0
.5
0
2
8
1
.0
0
2
8
1
.5
0
2
8
2
.0
0
281.50
2
8
1
.
0
0
2
7
3
.
5
0
274.00
2
7
4
.5
0
2
7
5
.0
0
FOUNTAIN STREET SOUTH
B
A
U
M
A
N
S
T
R
E
E
T
P
A
R
K
V
IE
W
C
R
E
S
C
E
N
T
E
X
.
H
Y
D
E
X
. H
P
E
X
. H
P
E
X
. H
P
E
X
. H
P
E
X
. S
TO
N
E
R
E
TA
IN
IN
G
W
A
LL
E
X
. W
O
O
D
E
N
F
E
N
C
E
E
X
.
A
S
P
H
A
LT
E
X
. C
H
A
IN
LIN
K
F
E
N
C
E
E
X
. W
O
O
D
E
N
F
E
N
C
E
E
X
. B
LO
C
K
R
E
TA
IN
IN
G
W
A
LL
E
X
. C
H
A
IN
LIN
K
F
E
N
C
E
EX. MH.G
T/G=274.21
NE=271.85
S=271.88
EX. 450Ø WM
EX. MH.6
T/G=273.89
NE=271.98
S=272.01
EX. 59.9m - 300Ø STM @ 1.26%
EX. CB.1
TG=274.00
E
X
. 5
2
.3
m
-
1
0
5
0
Ø
S
T
M
@
0
.7
8
%
E
X
. 5
3
.1
m
-
3
0
0
Ø
S
A
N
@
0
.8
3
%
Structure - (71)
EX. 69.3m - 200Ø SAN @ 1.55%
E
X
. 8
1
.4
m
-
2
0
0
Ø
S
A
N
@
0
.7
7
%
E
X
. 100Ø
S
E
R
V
IC
E
CAP AND ABANDON EX.
SAN SERVICE AT THE MAIN
LOCATION OF EX. WATER SERVICE UNKNOWN
AND TO BE DETERMINED IN THE FIELD
CLOSE MAIN STOP, CAP,
AND ABANDON WATER
SERVICE AT THE MAIN
N36°10'20"E19.27
1
3
.9
8
N
1
8
°
2
1
'3
5
"
E
N
7
4
°
0
9
'1
5
"
W
2
2
.9
7
R
=6.10
A
=10.74
C
=9.40
N
23°40'0
0"W
FFE=282.80
2 FFE=285.80
FFE=283.15
2 FFE=286.15
FFE=284.53
2 FFE=287.53
FFE=285.88
2 FFE=288.88
FFE=286.80
2 FFE=289.80
FFE=286.80
2 FFE=289.80
FFE=283.06
FFE=285.40
FFE=285.80
BFFE=282.40
BFFE=282.80
BFFE=280.06
CB.13
TG=285.03
B
A
U
M
A
N
S
T
R
E
E
T
FOOTPRINT=212.96m²
FOOTPRINT=212.96m²
FOOTPRINT=212.96m²
FOOTPRINT=281.6m²
FOOTPRINT=281.6m²
FOOTPRINT=160.7m²
FFE=277.32
19.75m
18.26m
FOOTPRINT=212.96m²
FOOTPRINT=235.6m²
FOOTPRINT=163.0m²
FOOTPRINT=163.0m²
11.15m
x5m
STORMWATER DETENTION TANK
No. 2 (BRENTWOOD STORM
TANK) DETENTION TANK 1.8m
DEEP ± 94m³ STORAGE
BOTTOM = 277.69
TOP = 279.49
CBMH1
T/G=275.36
NE=272.71
SW=273.02
CBMH4
T/G=277.08
NW=275.28
SE=275.05
DCBMH5
T/G=278.65
W=276.85
SE=276.55
NE=276.85
MH6
T/G=279.82
N=278.02
E=277.96
DCB7
T/G=280.42
S=278.62
MH8
T/G=280.92
SW=277.58
NW=277.64
DCB10
T/G=281.88
NE=280.08
DCBMH11
T/G=282.54
SW=279.70
SE=279.42
NE=280.02
DCB12
T/G=283.89
SW=282.09
CB9
T/G=280.92
NW=279.23
SE=277.69
SE=279.19
NW=279.19
1
0
.
0
m
-
3
0
0
Ø
S
T
M
@
6
.
0
0
%
1
4
.0
m
- 3
0
0
Ø
S
T
M
@
7
.9
3
%
2
0
.0
m
- 3
0
0
Ø
S
T
M
@
6
.3
5
%
8
.
9
m
-
3
0
0
Ø
S
T
M
@
7
.
7
9
%
W=272.04
2.0m - 300Ø STM @ 2.00%
41.0
m -
300Ø
ST
M @
1.7
9%
2.5m - 300Ø STM @ 2.00%
1
9
.0
m
- 3
0
0
Ø
S
T
M
@
2
.0
0
%
1
1
.4
m
- 3
0
0
Ø
S
T
M
@
2
.0
0
%
27.0m
- 300Ø
S
T
M
@
7.67%
MHF
T/G=275.16
N=272.36
E=272.11
MHE
T/G=277.73
NW=274.96
S=274.58
MHD
T/G=280.44
NW=277.64
SE=277.22
MHC
T/G=280.83
SE=278.04
NE=278.10
6.7m - 200Ø SAN @ 5.95%
29.8m
- 200Ø
S
AN
@
7.58%
2
9
.
2
m
-
2
0
0
Ø
S
A
N
@
7
.
6
2
%
W=271.91
10.0m - 200Ø SAN @ 2.00%
4.5m - 300Ø STM @ 0.89%
V.
P
R
O
P
. 1
5
0
Ø
W
M
MA
X 3:1
85mm ORIFACE PLATE
(SEE DETAIL ON DWG. No. 5)
CLEANOUTS
250Ø
MATCH EX.
GROUND
MATCH EX.
GROUND
PROPOSED RETAINING WALL
DETAILED DESIGN,
INSTALLATION, INSPECTION
AND CERTIFICATION OF
RETAINING WALL INCLUDING
GUARDING AS REQUIRED
UNDER OBC 2012 TO BE
COMPLETED BY OTHERS.
MHB
T/G=285.58
SW=279.52
NE=279.55
8
5
.9
m
- 2
0
0
Ø
S
A
N
@
1
.6
5
%
3
2
.
3
m
-
1
0
0
Ø
S
A
N
@
0
.
9
9
%
V.
HYD
CS
75 x 25mm
REDUCER
2
5
m
m
W
A
T
E
R
S
E
R
V
IC
E
7
5
m
m
Ø
W
A
T
E
R
M
A
IN
1
5
0
m
m
Ø
W
A
T
E
R
M
A
IN
1
5
0
m
m
Ø
W
A
T
E
R
M
A
I
N
V.
150 x 450 TAPPING
SLEEVE ND VALVE
2
.
7
0
m
C
S
C
S
C
S
C
S
C
S
C
S
C
S
25mm WS
(TYP)
100Ø SAN
SERVICE (TYP)
C
S
C
S
C
S
V.
HYD
25mm WS
(TYP)
100Ø SAN
SERVICE (TYP)
9
8
7
6
5
4
10
3
2
1
DROP CURB
LANDING ON
RAMP EVERY
9m (TYP)
PROPOSED RETAINING WALL
DETAILED DESIGN,
INSTALLATION, INSPECTION
AND CERTIFICATION OF
RETAINING WALL INCLUDING
GUARDING AS REQUIRED
UNDER OBC 2012 TO BE
COMPLETED BY OTHERS.
DROP CURB
150x 75mm
REDUCER
14m
x2.5m
5.9m
x1.75m
STORMWATER DETENTION TANK
No. 1 (BRENTWOOD STORM
TANK) DETENTION TANK 1.8m
DEEP ± 77m³ STORAGE
BOTTOM = 273.20
TOP = 275.00
9.2m - 300Ø STM @ 2.00%
DCBMH2
T/G=275.59
N=273.81
SW=273.78
9.5m - 300Ø STM @ 1.00%
MH3
T/G=276.45
NW=274.36
S=274.33
NE=274.93
10.7m - 300Ø STM @
6.47%
11.3m - 300Ø STM @ 5.33%
STORMCEPTOR EF6
T/G=275.16
SW=272.67
E=272.64
9
.
3
m
-
3
0
0
Ø
S
T
M
@
5
.
5
9
%
INV=273.20
95mm ORIFACE PLATE
(SEE DETAIL ON DWG. No. 5)
INV=273.69
CB
T/G=277.12
SW=275.62
2
.
7
5
m
(DROP)
CLEANOUTS
250Ø
2
8
5
.
0
0
2
8
6
.0
0
2
8
5
.
5
0
2
8
6
.5
0
277.50
278.00
278.50
279.00
279.50
2
8
7
.
5
0
2
8
5
.5
0
2
8
5
.0
0
E
X
. C
H
A
IN
LIN
K
F
E
N
C
E
Structure - (65)
T/G=282.84
NE=281.30
W=281.59
EX. 66.7m - 1050Ø STM @ 0.99%
Structure - (68)
T/G=281.93
NE=281.29
W=281.59
EX. 67.3m - 300Ø SAN @ 0.92%
T/G=281.01
E=280.38
SW=280.67
2
7
8
.0
0
2
7
9
.0
0
2
8
0
.
0
0
2
8
1
.
0
0
2
8
2
.
0
0
2
8
3
.0
0
284.0
0
2
7
8
.5
0
2
7
9
.
5
0
2
8
0
.
5
0
2
8
1
.
5
0
2
8
2
.5
0
283.50
BFFE=282.50
FFE=285.50
BFFE=281.00
FFE=284.00
FOOTPRINT=300.01m²
MATCH EX.
GROUND
MHA
T/G=285.13
SW=279.87
NE=279.90
25mm WS
(TYP)
4.9m - 100Ø SAN @ 2.06%
SW=280.00
11
PROPOSED RETAINING WALL
DETAILED DESIGN,
INSTALLATION, INSPECTION
AND CERTIFICATION OF
RETAINING WALL INCLUDING
GUARDING AS REQUIRED
UNDER OBC 2012 TO BE
COMPLETED BY OTHERS.
1:300
4
SITE SERVICING PLAN
FILE
:W
:\K
itchener\419-2019\419025 - 328 F
ountain S
treet\D
raw
ings\419025-D
ES
IG
N 436 F
OU
NT
AIN
.dw
g LA
YO
UT
:S
ER
VIC
IN
G
LA
ST
S
AV
ED
B
Y:M
terpstra, 4/27/2020 2:03:16 P
M P
LO
TT
ED
B
Y:M
ichael T
erpstra - G
M B
lueP
lan 4/27/2020 2:05:17 P
M
NOTES :
PROJECT NO. :
DATE :
APPROVED BY :
DESIGNED BY :
DRAWN BY :
SCALE :
NO. DATE REVISION DESCRIPTION CH'KD
DRAWING NO. :
419025S.J.P
P.W.
A.M.
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 CAMBRIDGEKEY PLAN
NOT TO SCALE
APRIL 2020
CITY OF CAMBRIDGE
KIAH GROUP (VISTA RIDGE) INC.
436 FOUNTAIN STREET SOUTH
N
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. TOPOGRAPHICAL SURVEY COMPLETED BY MacDONALD
TAMBLYN LORD SURVEYING DATED JANUARY 04, 2019.
2. MUNICIPAL INFRASTRUCTURE INFORMATION PROVIDED BY
CITY OF CAMBRIDGE RECORD DRAWINGS A410 -102P, A410 -32,
A410 -38, A410 -4, A410 -5, A410 -7, A410 -82, A419 -33R, A561-4.
3. GRADING INFORMATION PROVIDED BY MacDONALD TAMBLYN
LORD SURVEYING DATED JANUARY 04, 2019.
4. ALL PROPOSED RETAINING WALLS DETAILED DESIGN,
INSTALLATION, INSPECTION AND CERTIFICATION OF RETAINING
WALL INCLUDING GUARDING AS REQUIRED UNDER OBC 2012
TO BE COMPLETED BY OTHERS.
1. 04/27/20 ISSUED FOR APPROVAL S.J.P.
S
H
A
N
T
Z
H
I
L
L
R
D
.
F
O
U
N
T
A
I
N
S
T
.
S
.
S
P
E
E
D
R
I
V
E
R
SITE
P
A
R
K
V
I
E
W
C
R
E
S
.
H
I
L
L
V
I
E
W
R
D
.
APPROXIMATE EXTENT OF
RETAINING WALL
SIDEWALK RAMP COMPLETE
WITH LANDINGS EVERY 9.0m
SIDEWALK RAMP
COMPLETE WITH
LANDINGS EVERY
9.0m
1
0
.
0
m
W
E
T
L
A
N
D
B
U
F
F
E
R
WETLAND BOUNDARY PROVIDED
BY ABOUD & ASSOCIATES INC.
DATED SEPTEMBER 19, 2019.
2
0
.0
0
m
2
0
.0
0
m
20.00m
20.00m
1
9
.1
0
m
CONIFEROUS/DECIDUOUS
TREES
EX. LIGHT STANDARD
PROP. CATCH BASIN
PROP. STORM SEWER
PROP. SANITARY SEWER
EX. SANITARY SEWER
HYD
LS
HEDGE
EX. FIRE HYDRANT
CB
V
EX. CATCH BASIN
EX. FENCE LINE
EX. GAS LINE
EX. BELL LINE
EX. WATERMAIN
EX. STORM SEWER
PROPERTY LINE
LEGEND
MAJOR OVERLAND
FLOW
EX. DITCH
PROP. SWALE
EX. CONTOURS
3
6
2
.5
PIPE CROSSINGS
NUMBER STM INV SAN OBV WM OBV
CLEARANCE
(m)
1 273.73 - 273.23 0.5
2 273.76 272.96 - 0.8
3 273.12 - 272.62 0.5
4 272.86 272.67 - 0.19
1
34
2
5
NOTES AND DETAILS
FILE
:W
:\K
itchener\419-2019\419025 - 328 F
ountain S
treet\D
raw
ings\419025-D
ES
IG
N 436 F
OU
NT
AIN
.dw
g LA
YO
UT
:N
D
LA
ST
S
AV
ED
B
Y:M
terpstra, 4/27/2020 2:03:16 P
M P
LO
TT
ED
B
Y:M
ichael T
erpstra - G
M B
lueP
lan 4/27/2020 2:05:22 P
M
NOTES :
PROJECT NO. :
DATE :
APPROVED BY :
DESIGNED BY :
DRAWN BY :
SCALE :
NO. DATE REVISION DESCRIPTION CH'KD
DRAWING NO. :
419025S.J.P
P.W.
A.M.
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 CAMBRIDGEKEY PLAN
NOT TO SCALE
APRIL 2020
CITY OF CAMBRIDGE
KIAH GROUP (VISTA RIDGE) INC.
436 FOUNTAIN STREET SOUTH
N
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. TOPOGRAPHICAL SURVEY COMPLETED BY MacDONALD
TAMBLYN LORD SURVEYING DATED JANUARY 04, 2019.
2. MUNICIPAL INFRASTRUCTURE INFORMATION PROVIDED BY
CITY OF CAMBRIDGE RECORD DRAWINGS A410 -102P, A410 -32,
A410 -38, A410 -4, A410 -5, A410 -7, A410 -82, A419 -33R, A561-4.
3. GRADING INFORMATION PROVIDED BY MacDONALD TAMBLYN
LORD SURVEYING DATED JANUARY 04, 2019.
4. ALL PROPOSED RETAINING WALLS DETAILED DESIGN,
INSTALLATION, INSPECTION AND CERTIFICATION OF RETAINING
WALL INCLUDING GUARDING AS REQUIRED UNDER OBC 2012
TO BE COMPLETED BY OTHERS.
1. 04/27/20 ISSUED FOR APPROVAL S.J.P.
S
H
A
N
T
Z
H
I
L
L
R
D
.
F
O
U
N
T
A
I
N
S
T
.
S
.
S
P
E
E
D
R
I
V
E
R
SITE
P
A
R
K
V
I
E
W
C
R
E
S
.
H
I
L
L
V
I
E
W
R
D
.
1. DRAWINGS ARE NOT TO BE SCALED.
2. ALL DIMENSIONS TO BE CHECKED AND VERIFIED ON THE SITE PRIOR TO ANY CONSTRUCTION. ANY
DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEER BEFORE PROCEEDING.
3. UNLESS OTHERWISE NOTED ON THE DRAWINGS THE STANDARD TOWNSHIP, REGION (OR COUNTY),
MTO AND OPSD DRAWINGS AND OPSS ARE TO CONSTITUTE PART OF THIS CONTRACT AND
DRAWINGS.
4. REFER TO O.B.C. - 2012 STANDARDS AND SPECIFICATIONS AND TOWNSHIP SPECIFICATIONS AND
STANDARD DRAWINGS FOR LIST OF APPROVED MANUFACTURERS AND MATERIALS.
5. EXISTING STRUCTURES ARE NOT TO BE DISTURBED, NOR ENCROACH ON ADJACENT PROPERTIES
UNLESS INSTRUCTED BY THE ENGINEER.
6. THE APPROVAL OF THIS PLAN DOES NOT EXEMPT THE OWNERS CONTRACTOR FROM OBTAINING, BUT
NOT LIMITED TO THE FOLLOWING PERMITS, ROAD CUTS, SEWER PERMITS, RELOCATION OF SERVICES,
ENCROACHMENT AGREEMENTS, APPROACH APPROVAL PERMITS, ETC.
7. PRIOR TO CONSTRUCTION, THE ENGINEER IS TO BE NOTIFIED BY THE OWNER AND THE
CONTRACTOR AS TO THE EXTENT OF THE CONSTRUCTION LIMITS THEY PROPOSE. THE TOWNSHIP,
BUILDING AND PLUMBING OFFICIALS ARE TO BE NOTIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION.
8. THIS PLAN IS TO BE READ IN CONJUNCTION WITH THE SERVICING PLANS, LANDSCAPE PLAN, SITE
ELECTRICAL PLANS, AND ANY OTHER PLANS OR DRAWINGS WHICH DEPICT WORKS THAT ARE
PROPOSED FOR THIS SITE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETY MEASURES
DURING THE CONSTRUCTION PERIOD, INCLUDING THE SUPPLY, INSTALLATION AND REMOVAL OF ALL
NECESSARY SIGNAGE, DELINEATORS, MARKERS AND BARRIERS. ALL SIGNS, ETC. SHALL CONFORM TO
THE STANDARDS AND SPECIFICATIONS FOR THE TOWNSHIP AND THE MTO MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES FOR ONTARIO.
10. THE CONTRACTOR SHALL ENDEAVOUR TO PREVENT MUD TRACKING ONTO EXISTING RIGHT-OF-WAYS
AND SHALL PROVIDE FOR CLEANUP AT HIS OWN EXPENSE AS DIRECTED BY THE TOWNSHIP. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE TO CONTROL DUST ON THE PROJECT AND HE SHALL
PROVIDE CONTROLLING MEASURES AS DIRECTED BY THE TOWNSHIP.
11. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES PRIOR
TO AND DURING CONSTRUCTION. LOCATION OF EXISTING UTILITIES TO BE VERIFIED IN THE FIELD.
12. ALL SERVICES AND/OR UTILITIES LOCATED ON CONCRETE SIDEWALKS OR CURBS TO BE ISOLATED
FROM THE SIDEWALK OR CURB AS PER OPSD 310.040.
13. ALL UTILITIES SHALL BE LOCATED, SUPPORTED AND PROTECTED TO THE SATISFACTION OF THE
UTILITY COMPANY DURING THE CONSTRUCTION PERIOD.
14. THE CONTRACTOR SHALL RECTIFY ALL DISTURBED AREAS TO ORIGINAL CONDITION OR BETTER AND
TO THE SATISFACTION OF THE TOWNSHIP.
15. THE CONTRACTOR IS TO OBTAIN, AND PAY FOR ANY NECESSARY PERMITS FOR ANY MUNICIPAL ROAD
CUTS FOR THE INSTALLATION OF SANITARY, STORM, AND WATER SERVICE CONNECTIONS. ROAD CUTS
TO BE RESTORED AS PER TOWNSHIP SATISFACTION.
16. BLASTING WILL NOT BE ALLOWED UNLESS AUTHORIZED BY THE TOWNSHIP.
17. ANY UTILITY RELOCATIONS DUE TO THIS DEVELOPMENT TO BE UNDERTAKEN AT THE EXPENSE OF THE
OWNER/DEVELOPER.
18. ALL DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND THE PROPERTY OF THE
ENGINEER WHICH MUST BE RETURNED AT THE COMPLETION OF WORK.
19. DRIVEWAYS SHALL BE SETBACK A MINIMUM CLEARANCE OF 1.0m FROM ALL ABOVEGROUND SERVICES
OR OTHER OBSTRUCTIONS.
20. ALL CONSTRUCTION WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF THE
OCCUPATIONAL HEALTH AND SAFETY ACT AND REGULATIONS FOR CONSTRUCTION PROJECTS.
21. ANY CONFLICTS WITH EXISTING SERVICES SHALL BE RECTIFIED AT THE OWNER'S EXPENSE.
GENERAL NOTES GRADINGSEDIMENT AND EROSION CONTROL NOTES
1. SITE WORKS ARE TO BE STAGED IN SUCH A MANNER THAT EROSION WILL BE MINIMIZED
AND THAT BARRIERS AND SEDIMENTATION FACILITIES WITHIN THE SITE ARE PROVIDED
TO CONTROL ANY EROSION THAT DOES OCCUR.
2. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A SEDIMENT POND OR STORAGE AREA
MUST BE ESTABLISHED TO COLLECT SURFACE DRAINAGE FROM ALL AREAS THAT WILL
BE DISTURBED. WATER PUMPED FROM EXCAVATION OR DEWATERING OPERATIONS
MUST BE DIRECTED TO THE SEDIMENT POND.
3. ALL SILT FENCING TO BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY GRADING
EXCAVATION OR DEMOLITION.
4. CLEARING AND GRUBBING OF THE SITE SHOULD BE KEPT TO A MINIMUM AND
VEGETATION REMOVED ONLY IN ADVANCED OF IMMEDIATE CONSTRUCTION.
5. STOCKPILES OF EARTH OR TOPSOIL ARE TO BE LOCATED AND PROTECTED TO MINIMIZE
ENVIRONMENTAL INTERFERENCE. STOCKPILES SHOULD NOT BE LOCATED IMMEDIATELY
ADJACENT TO DITCHES OR ROAD ALLOWANCES. EROSION CONTROL FENCING IS TO BE
INSTALLED AROUND THE BASE OF ALL STOCKPILES. A PERIMETER DITCH LEADING TO A
SETTLING AREA OR SEDIMENTATION TRAP SHOULD BE INSTALLED AROUND THE
STOCKPILE.
6. EROSION PROTECTION TO BE PROVIDED AROUND ALL STORM AND SANITARY MANHOLES
CATCH BASINS, DITCHES SWALES AND WATERCOURSES.
7. ADDITION EROSION CONTROL MEASURES MAY BE REQUIRED AS SITE DEVELOPMENT
PROGRESSES. THE CONTRACTOR IS TO PROVIDE ALL ADDITIONAL EROSION CONTROL
STRUCTURES.
8. THE DESIGN CONSULTANT IS TO MONITOR EROSION CONTROL STRUCTURES TO ENSURE
FENCING IS INSTALLED AND MAINTENANCE IS PERFORMED TO CITY REQUIREMENTS.
9. EROSION CONTROL STRUCTURES ARE TO BE MONITORED REGULARLY AND ANY
DAMAGE TO STRUCTURES REPAIRED IMMEDIATELY. SEDIMENTS ARE TO BE REMOVED
WHEN ACCUMULATIONS REACH A MAXIMUM OF 50% OF THE FENCE. CLOGGED FILTER
MATERIALS SUCH AS CRUSHED STONE, STRAW BALES OR FILTER CLOTH MUST BE
REPLACED AS REQUIRED.
10. ALL EROSION CONTROL STRUCTURES ARE TO REMAIN IN PLACE UNTIL ALL DISTURBED
GROUND SURFACES HAVE BEEN STABILIZED EITHER BY PAVING OR RESTORATION OF
VEGETATIVE GROUND COVER.
11. NO ALTERNATIVE METHODS OF EROSION PROTECTION SHALL BE PERMITTED UNLESS
APPROVED BY THE DESIGN CONSULTANT AND THE TOWNSHIP.
12. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT MUNICIPAL ROADWAYS AND
SIDEWALKS AREA CLEANED OF ALL SEDIMENTS FROM VEHICULAR TRACKING ETC. TO
AND FROM THE SITE AT THE END OF EACH WORK DAY.
13. ALL DISTURBED AREAS NOT INCLUDED IN CONSTRUCTION TO BE RE-TOPSOILED AND
RE-SEEDED IMMEDIATELY AFTER COMPLETION OF AREA GRADING.
1. THE GRADING PLAN IS TO BE READ WITH THE SITE SERVICES DRAWINGS.
2. CONTRACTOR TO RESTORE AREAS ON PUBLIC R.O.W. OR ADJACENT LANDS THAT HAVE BEEN
DISTURBED DURING CONSTRUCTION.
3. ALL DRIVEWAY AND GRADING MATERIAL AND CONSTRUCTION METHODS MUST CONFORM TO
CURRENT TOWNSHIP STANDARDS AND SPECIFICATIONS.
4. ALL FILL WITHIN THE SITE TO BE COMPACTED TO A MIN. OF 98% Std. PROCTOR DRY DENSITY.
ALL FILL WITHIN THE SITE PARKING AREA TO BE COMPACTED TO A MIN. OF 95% SPD. THE
SUITABILITY OF ALL FILL MATERIALS ARE TO BE CONFIRMED BY A RECOGNIZED SOILS
CONSULTANT TO THE DIRECTOR OF PUBLIC WORKS PRIOR TO INSTALLATION OF ANY ROAD
BASE MATERIALS.
5. LANDSCAPING SHALL NOT ENCROACH ON BOULEVARD NOR SHALL BOULEVARD GRADES BE
ALTERED.
6. SILT FENCE(S) TO BE INSTALLED AND MAINTAINED TO PREVENT SILT FLOWING ONTO
ADJACENT LANDS. SILTATION CONTROL SHALL BE ERECTED PRIOR TO ANY GRADING OR
CONSTRUCTION AND SHALL BE IN GOOD REPAIR THROUGHOUT THE CONSTRUCTION AND
GRADING PHASES.
7. ANY CHANGES IN GRADES, CATCH BASINS, SERVICES LATERALS, STORM AND SANITARY
SEWERS REQUIRE THE APPROVAL OF GM BLUEPLAN ENGINEERING LIMITED.
8. THE CONTRACTOR SHALL RECTIFY ALL DISTURBED AREAS TO ORIGINAL CONDITION OR
BETTER AND TO THE SATISFACTION OF GM BLUEPLAN ENGINEERING LIMITED.
9. ALL LANDSCAPING TO BE INSTALLED AS SOON AS POSSIBLE OR PRIOR TO THE END OF THE
FIRST GROWING SEASON. LANDSCAPING TO BE MAINTAINED UNTIL IT IS ESTABLISHED.
10. ALL COMPACTION TO BE CERTIFIED BY A GEOTECHNICAL CONSULTANT.
11. ALL CURBS ARE TO BE 150mm ABOVE THE PROPOSED GUTTER LINE (G/L) UNLESS NOTED
OTHERWISE.
12. PAVEMENT GRADE SHALL BE MIN. 0.5%, MAX. 8%.
13. DRAINAGE SWALE GRADE SHALL BE MIN. 2%, MAX. 6%.
14. SLOPES IN LANDSCAPE AREAS AND ON BERMS SHALL NOT EXCEED 3 HORIZONTAL TO 1
VERTICAL, UNLESS NOTED OTHERWISE.
SERVICING NOTES - STORM
1. ALL STORM SEWERS 375mmØ AND SMALLER TO BE PVC SDR 35 IN ACCORDANCE WITH
CSA-B182.2 ASTM D-2779 AND ASTM D-3034 OR LATEST REVISIONS. 450mmØ AND LARGER
TO BE CONCRETE IN ACCORDANCE WITH CSA A257.2, CLASS 65D OR LATEST REVISIONS.
UNLESS OTHERWISE NOTED.
2. BEDDING FOR PVC STORM SEWERS AS PER OPSD 802.010, GRANULAR 'A', COMPACTED
TO 98% SPD.
3. BEDDING FOR CONCRETE PIPE AS PER OPSD-802.030, CLASS B, GRANULAR 'A',
COMPACTED TO 98% SPMDD.
4. EXISTING SEWER INVERTS, MATERIAL TYPE, AND SIZE TO BE CONFIRMED ON SITE PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
5. ALL CATCHBASINS SHALL BE INSTALLED IN ACCORDANCE WITH OPSD 705.010 OR OPSD
705.020. ALL CATCHBASIN FRAMES AND COVERS IN THE ROADWAY AS PER OPSD 400.110.
ALL CATCHBASIN FRAMES AND COVERS IN WALKWAY AREAS AS PER OPSD 400.100.
6. ALL EXISTING SEWERS ARE TO BE CONFIRMED ON SITE PRIOR TO CONSTRUCTION.
7. ALL CATCHBASIN LEADS TO BE MINIMUM 250mmØ PVC SDR 35 IN ACCORDANCE WITH
CSA-B182.2, ASTM D-2779 AND ASTM D-3034, OR NON-REINFORCED CONCRETE PIPE, OR
BOSS 2000 HDPE IN ACCORDANCE WITH CSA-B182.8, ASTM D-3350, UNLESS NOTED
OTHERWISE.
8. ALL MAINTENANCE HOLES AND CATCHBASIN MAINTENANCE HOLES SHALL BE BENCHED
UP TO 3/4 HEIGHT REGARDLESS OF PIPE SIZE. ALL BENCHING SHALL SLOPE UP AND
AWAY FROM THE PIPE AT 8% SLOPE. STORM SEWER MAINTENANCE HOLES SHALL NOT
BE PRE-BENCHED BY THE MANUFACTURER EXCEPT IN NEW DEVELOPMENT. BENCHING
MAINTENANCE HOLES MUST BE COMPLETED DURING CONSTRUCTION ON SITE.
GENERAL TESTING AND INSPECTION NOTES
1. TESTING OF ALL SERVICES BY GENERAL CONTRACTOR.
2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING GM BLUEPLAN
ENGINEERING LIMITED FOR THE COMPLETION OF ALL REQUIRED SITE INSPECTIONS.
3. ALL STORM SEWERS ARE TO BE MANDREL TESTED PRIOR TO FINAL ACCEPTANCE BY
THE ENGINEER. ALL MANDREL TESTING AS PER OPSS 410.
4. ALL STORM REQUIRE FIELD INSPECTION BY THE SITE SERVICING ENGINEERING DURING
INSTALLATION INSPECTION SERVICES REQUIRE A MINIMUM OF 4 HOURS NOTICE.
375mm GRANULAR "B"
150mm GRANULAR "A"
ASPHALT PAVEMENT
N.T.S.
40mm HL-3
50mm HL-8
TO BE CONFIRMED BY
GEOTECH REPORT
N.T.S.
NOTES:
1. TO BE READ IN CONJUNCTION WITH OPSD 219.110.
2. SEDIMENT FENCE TO REMAIN IN PLACE UNTIL FINAL LANDSCAPING IS
READY FOR THE LOT.
3. CLEAR STONE BOTH SIDES AT OVERFLOW LOCATION.
1200
600
MIN.
600
200
300mm MIN OF GEOTEXTILE
IN TRENCH
200
SEDIMENT FENCE
LIGHT DUTY
TRENCH TO BE
BACKFILLED AND
COMPACTED
DIRECTION OF
DRAINAGE FLOW
WOVEN POLYPROPYLENE (E.O.S.=600
MICRONS) TO BE SECURED TO WOOD
STAKES AT 2.3m C/C
NEW WOOD STAKES (MIN. 30x30mm)
INSTALLED AT 2.3m C/C
ORIFICE PLATE DETAIL (MATCH INVERTS) - MH8
N.T.S.
500mm
50
0m
m
ORIFICE PLATE TO BE SEALED AROUND MANHOLE
WITH BUTYL RUBBER TYPE CAULKING
85mm Ø SQUARE-EDGED
ORIFICE INV. = 277.58
INV. OF 85Ø
OUTLET 277.58
300mm Ø
OUTLET
SECURE PLATE TO MH
WALL USING A MIN. OF
4-8mm Ø GALVANIZED
BOLTS
FLOW
MH WALL
NOTE:
ORIFICE PLATES INSIDE A MH TO BE
CURVED TO MATCH THE RADIUS OF
THE MH WALL. ALL OPENINGS
AROUND PERIMETER OF PLATE TO BE
SEALED WITH COMPATIBLE SEALANT.
NON-CROSSIVE STEEL
ORIFICE PLATE
FASTENED TO WALL OF
OUTLET STRUCTURE
DISCHARGE PIPE
0.3m (MIN)
0.3
m (M
IN
)
N.T.S.
STORMWATER DETENTION No. 2
TANK DETAILS
PAVEMENT
STRUCURE
COMPATIBLE
FILL AS
NECCESSARY
1.8
3m
19mm
CLEARSTONE
IMPERMEABLE
LINER
NONWOVEN
GEOTEXTILE
0.1
5m
(M
IN
)
BRENTWOOD STORMTANK
MODULE ST-36 2 LAYERS STACKED
300Ø STM
300Ø
ST
M
SIDE PANELS TO BE FIELD CUT TO
FIT INLET AND OUTLET PIPES
BOTTOM OF
TANK =277.69
TOP OF
TANK =279.49
CB.9
T/G=280.92
MH.8
T/G=280.92
INV=277.69
INV=279.19
CLEANOUTS. SEE
DETAIL THIS
DRAWING
0.3m (MIN)
0.3
m (M
IN
)
N.T.S.
STORMWATER DETENTION No. 1
TANK DETAILS
COMPATIBLE FILL
AS NECCESSARY
1.8
m
19mm
CLEARSTONE
IMPERMEABLE
LINER
NONWOVEN
GEOTEXTILE
0.1
5m
(M
IN
)
BRENTWOOD STORMTANK
MODULE ST-24 2 LAYERS STACKED
300Ø STM
BOTTOM OF
TANK =273.20
TOP OF
TANK =275.00
CBMH.1
T/G=275.36
CLEANOUT. SEE
DETAIL THIS
DRAWING
INV=273.20
95mm ORIFACE PLATE
(SEE DETAIL ON THIS DWG.)
VA
RIE
S
BRENTWOOD
OBSERVATION
PORT WITH LONG
END INTO MODULE
RISER PIPE
(BY OTHERS)
SURFACE
GRATE
CONCRETE RING
(DESIGNED BY
OTHERS)
FLEXIBLE COUPLING
RIGID COUPLING
(BY OTHERS)
MAXIMUM
OPENING IN
MODULES TO
MATCH PIPE O.D.
N.T.S.
CLEAN OUT DETAIL
300Ø
ST
M
INV=279.19
250mmØ PIPE
ORIFICE PLATE DETAIL (MATCH INVERTS) - TANK No. 1
N.T.S.
500mm
50
0m
m
ORIFICE PLATE TO BE SEALED AROUND TANK WALL
WITH BUTYL RUBBER TYPE CAULKING
95mm Ø SQUARE-EDGED
ORIFICE INV. = 273.20
INV. OF 95Ø
OUTLET 273.20
300mm Ø
OUTLET
SECURE PLATE TO
TANK WALL USING A
MIN. OF 4-8mm Ø
GALVANIZED BOLTS
FLOW
WALL OF
TANK No. 1
NOTE:
ALL OPENINGS AROUND PERIMETER
OF PLATE TO BE SEALED WITH
COMPATIBLE SEALANT.
NON-CROSSIVE STEEL
ORIFICE PLATE
FASTENED TO WALL OF
BRENTWOOD TANK
DISCHARGE PIPE
OPSD 1003.010 EXTERNAL DROP STRUCURE DETAIL
N.T.S.
300Ø S
TM
1.0m2.7m
150mmØ WM
200mmØ SAN
SIDE PANELS TO BE FIELD CUT TO
FIT INLET AND OUTLET PIPES
INV=273.69
PROPOSED
RETAINING
WALL
1.0m
300Ø STM