city of kawartha lakes - clarington.net · city of kawartha lakes 50 wolfe street lindsay, on, k9v...
TRANSCRIPT
PRO POSEDB U ILDIN G46.92
9.0570.22
(KNOW
N AS)
(KNOW
N AS)
L O T
22
L O T
21
SE EDE TAIL A
(P3&M )
(NO T TO SC ALE)
(P&M )(M )N 70°38
'20"E(P )(NO T
TO SC ALE)
(P3&M )N 88° 24'10"W (P)
26.7
2 (P&P1)
(M)
(P3&M )(P,P3& M )(P,P3& M )(M )
STR EET 3 3 F EE T W IDE
( NO T O P EN )
UN
NAME
D STREET 50 FEE
T WIDE (N
OT OPE
N)
UN NAMEDL O
T
18
L OT
17
L OT
16
L OT
15
L OT
19
L OT
20
L OT
21
25 .4 4IB(10 05)
SIB
SIB (1005)
SIB
SIB (1005)
SIB (1005)
SIB (DFP)
P ART 10
9.9845.00
60.00N 70°38
'20"E33 .5
4
N 77°09 '30"E
N19°21'40"W
N 88°25'30"W
107.02
81.4 1
239.24 43 .01
119.5
8
N8 5°45'30 "E88 .2 0144 .0 1N8 6°37'00 "E
R= 2 12.50A =7 7.73C =7 7.30N 81°04'00 "E
84.86
N19°06'30
"W85
.43
177 .8 7N 76°31'20 "W17.6 4A =15.6
3C =1
4.99
N 47°49'0 0"WR= 15.60
3.09
DE TAIL A
N19°21'40"W
N 70°36'40"E42 .0
9
43.7
0
N 70°38'20"E
33 .54
N 64°18'20"W
107.02
DE TAIL B
N 89° 56'10"E63.493.19 60.30N 89° 59'40"E3.183.21 N 88°26'10"W
1.823.773.77
1.73
60.3260.92
351.00
N19°05'50
"W26
.65 122
.96108
.59N
19°06'30"W
100.06
121.16 294.65293.3627.8221.36 89.66312.8322.1386.26 90.2828.21 198.36
N19°06'30
"W114
.22
106.80
3.593.8394
.47
A =36.24
C =36.14
N 68°19'20"WR= 137.07
89 .9 660 .4 6
13.3 8
A=6
5.08
C=64.47
N47°
08'35"W
R=137.07
33 .4 6127 .5 4
24.1
9
AB 3.86N 88°
25'3 0"WN19°21'40"W120
.9496
.75
40 5.9026 5.28100 .14
64.15IBSIBSIB
(P&M)(P&
SET)
(P&M )
(P&M )(P&M )(P&M )(P&M )
32 4.71(P&M ) (P&M ) 20 .12
(P& SET)
(100 5)(P& SE T)(P&M )(P&M )(P&M ) (P&M )(P&M )
19.29
(DF P)(DF P)
40 .4 8
(P&M)
(100 5)
(P&SET)
(P&M )
SIB (DFP)SIB (DFP)SSIB (DFP)SIB (1005)(M )N 89° 59'20"E(P)(M )N 90° 00'00"W (P3)
(M)
350.96
(P)(P&M
)(M
)122
.91(P)
(M )294.75 (P) (P3&M )(P3&M )(M )312.90 (P) 198.43(P)
55 .8 1R= 13
7.07A =14.4
1
C =14.40
N 36°33'10 "W
SIB (OH)
DISTUR BED
H ELD BASE
A =50.67
C =50.39N 50°09'2 0"W
R= 137.07
152 .4 3 IBSIBIBIBSIBIBSIB IBIBSIBSIB
SIB IB116.14119.24 SIB
(W IT) (W IT)SIB IBIB SIB
10.46
SE ANGL E
LO T 18R.P . H-50 700
SIBSIB
(P4&
SET)
(P1&M )(DF P)(DF P)(P&M )(P&M )(P&M )(DF P)(DF P)(DF P)(DF P)(P&M ) (DF P) (DF P)(DF P)(DF P)(P&M )(DF P)(DF P)(DF P)(P&M )(P&M )
(P&M)(P&M
)
IBW IT(DF P) (DF P)(P&M ) (P&M )(DF P)(P&M )(P&M )N 88°25'30"W(P&M ) (DF P)
(P&M)SIB(DF P)SIB(DF P)IB(100 5)(P&M )(P&M )(P&M )(P&M )
(P&M)
(P&M)
(P&M )(P&M )(P&M )(P&M )(P&M )(P&M )(P&M )(P&M )(P&M )(P&M )(P&M )(P&M )(P&M)(P&M
)
(P&M)
(P&M )(P&M )(P&M )(P&M ) PA RT 2
PA RT 4PA RT 5
LAMB
S ROAD
R EGI
STERED
PLA N
H
-50 070
B ROK EN
F R ONT
CONC ES
S IO N
LO T
7
PA RT 1
LAMBS
ROADPA RT 2
LA KE ROA D
PA RT 7PA RT 8 PA RT 5
PA RT 4PA RT 2PA RT 3
PA RT 6 PA RT 1
PART 9
L A K E R O A D
PA RT 3
LA KE ROAD
PA RT 1
PA RT 16
PA RT 14PA RT 15PA RT 1 7
PL AN
4 0R
- 2 99 11
PA RT 2EX PROPR IATIO N PLAN 88183
PA RT 13
PART 4 P ART 16
PA RT 1PLA N 10R-356
6PLA N 40R-299 11
P ART 15
BLOCK 23
BLO CK 21
BLOCK 10
PART 3,40R -2
8593PA RT 4, PL
AN
40R -28593
PA RT 5, PLAN
PART 38,
PLAN 10R-219
7
BLO CK 20
BLOCK 23
PART 1, PLAN 40R - 28593PLAN 10R - 3962PART 2, PA RT 1
2PA RT 13
P L A N
1 0 R
- 3
9 6 2
PA RT 1 PART 3, PLAN 40R-28593PLAN 40R-28593PART 2
PART 19
PART 18
(KNO W N AS)
PLAN 10R-3962PART 11 PLAN 10R-3962PART 14,(KNO W N AS)
PA RT 2PLA N 40R-2991PLAN 40R-2991
PA RT 1PLA N 40R-2991
PLA
N
40R
-
29
911
P LAN 10R - 3962
P A RT 1 2,P ART 11, PL AN 40R
- 29 911
PL AN 40R-29911
PA RT 11,
P.I.N. 26644 - 0299P .I.N. 26644-0299
P.I.N. 2
66 44 -
0306
S U BJE C T TO EASEM E N T AS IN INS TRU
M EN T DN1 797 9
(ROAD ALL
OWANCE
BETW
EEN L
OTS 6 AND 7 OF BROKE
N FRONT
CONCESSION
)
P.I.N. 26644-0093
P .I.N. 2 6 644 - 0108
(RESER
VE)P
.I.N. 26644-0107(LT)SU
BJECT TO EA
SEMENT A
S
IN INSTR
UMENT
No. NL62
41
SU BJECT TO EA SEM ENT A
S
IN IN STRUMENT N131032
(NOT
TO SCALE)
SU BJECT TO EA SEM ENT A
S
SU BJECT TO EA SEM ENT A
S
IN IN STRUMENT N162451
IN IN STRUMENT N157545
(ROAD ALL
OWANCE
BETW
EEN L
OTS 6 AND 7 OF BROKE
N FRONT
CONCESSION
)
P.I.N. 26644-0093
P
.I. N. 2 6644 - 0
306
(RESER
VE)P
.I.N. 26644-0107SU
BJECT TO EA
SEMENT A
S
IN INSTR
UMENT
No. NL62
41
P .I.N. 26644 - 02 99
P.I.N.
266
44
-
0305
xx
xx
xx
xx
xx
xx
xx
xx
xxx
xx
xx
xx
xx
xx
xx
xx
0+720
x
x
x
x
xx
xx x
xx
x
xx
x
x x x x x x
xxxxx
xx
x
x
x
x
x
POOL
POOLPOOL
BENNET
BENNETT C
REEK
HYDRO
TOWER
HYDRO
TOWER
HYDRO
TOWER
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
GATE
F
GATE
WF
WF
RF
81.20
82.45
0.05
0.05
0.05
0.05
N 37689.850E -302652.025EL -70.310
R 12000
R 12000R 12000R 12000
R 30 00
R 3000
R 3000
14 4
1
315 24
2534
35 45
1004
033
630
5050
3797
092
00
FIR
E R
OU
TEFI
RE
RO
UTE
FIR
E R
OU
TE
12800
FIRE ROUTE
O.T
CO
L'S
& 4 .
45 +
/- H
EAD
CLE
ARAN
CE
10.5
c/c
N
EXISTINGDRAINAGE TO
REMAIN
EXISTING GRASS TOREMAIN
EXISTING GRASS TOREMAIN
PROPERTY LINE
RETAINED LOT
FUTURE SEVERED LOT
BENNET CREEK
NEW GRASS
10m BUFFER FROM BENNERCREEKUTILIZED FOR STORMWATERMANAGEMENT
GRAVEL YARD
6000
NEW 6m WIDECONCRETE APRON
2.4m HIGH CHAINLINK FENCE ONPROPOSEDPROPERTY LINE
GRAVEL YARD
2.4m HIGH CHAIN LINK FENCEON PROPOSED PROPERTY
LINE
FUTURE SEVERED LOT14164 m2
LAMB ROAD
2.4m HIGH CHAINLINK FENCE ONPROPOSEDPROPERTY LINE
HEAVY DUTYASPHALT ( TYP.)
NEW GRASS
BENNETT CREEK
LAKE ROAD LAKE ROAD
PROPERTY LINE
CULVERT
9980
SETB
ACK
9050
NEW 2.5m WIDECONCRETE APRON
NEW 2.5m WIDECONCRETE APRON. SEESPECS. WITH 200mm DIABOLLARDS
NEW PREFAB. BUILDING60mx45mx10.36m(H)
2700m2
NEW 2 STOREYS OFFICE10mx30m=300m2
GRAVEL YARD
LIGHT DUTY ASPHALT ( TYP.)
CULVERT
HEAVY DUTY ASPHALT ( TYP.)
4500
0
60000
TO TOP OF BANK
7.5m BUFF
ER
SETB
ACK
7129
0
9m WIDE MOTORIZED SLIDE-GATE.SEE SPECS. WITH 200mm DIA
BOLLARDS
9m WIDE MOTORIZEDSLIDE-GATE
SPAN15.2m CRANE
13500 33000 13500
6000 9000 5670 2500
CONCRETE PAVER
CRANE
60000246030250 6050 14670 2450
BBBBBBBB
B
B
B
B
B
B
B
B
B
B
B
B
BBBB
BB BB
R 1200
0
SNOW STORAGE AREA(MIN. 2% OF PAVEMENTAREA)
CHAIN LINK FENCE
RED DASHED LINE INDICATESNEW FIRE ROUTE (FIRETRUCK PATH). BLACK DASHEDLINES INDICATE 6m WIDTHCLEARANCE.
TRUCK PATH
7350
2597
0
R 12000
40004000
SITE INFORMATION
SITE AREA (RETAINED) 33,221m2
ZONING REQUIREMENTS
ZONING (RETAINED) LIGHT INDUSTRIAL
RETAINED LOT REQUIRED PROVIDEDLOT AREA (MIN.) 8,000m2 33,221m2
FRONTAGE (MIN.) 80.0m 276.5mCOVERAGE (MAX.) 60% 14%
SETBACKS REQUIRED PROVIDEDFRONT YARD 7.5m 9.0mINTERIOR SIDE YARD 5.0m 103.7mREAR YARD 7.5m 71.3m
PARKING REQUIRED PROVIDED43 spaces 45 spaces
NOTES
1. THE BASE PLAN (LOT LINES, EXISTING ROADS) BASED ON ACAD TOPO FILE PROVIDED (BOWMANVILLE PROPERTY ACADTOPO.DWG) THE SITE AREAS ARE APPROXIMATE AND ALL DEMENSIONS SHALL BE CONFIRMED BY A PROPER SURVEY.
2. RETAINED LANDS CONCEPT BASED ON SITE PLAN - OPTION 1 PDF PREPARED FOR NEW CLEARWATER STRUCTURESOPERATION CENTRE.
3. CONFIRM LAMBS ROAD RIGHT-OF-WAY
4. CONFIRM EDGE OF CREEK (EDGE OF CREEK SHOWN BASED ON SITE PLAN - OPTION 1 PDF PROVIDED.
5. CONFIRM CREEK TOP OF BANK. TOP OF BANK SHOWN BASED ON SIB PINS ON ACAD TOPO FILE PROVIDED.
LEGENDS
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
CONCRETE APRON
GRAVEL
LANDS UTILIZED FOR SWM/ LANDSCAPE
FIRE ROUTE
CHAIN LINK FENCE
ACCESS IN/ OUT BUILDING
PROPERTY LINE
BOLLARDS (B)
SNOW STORAGE AREA
REQUIRED SETBACK
AECOM Canada Architects Ltd.
www.aecom.com
This
draw
ing ha
s bee
n pre
pared
for th
e use
of A
ECOM
’s cli
ent a
nd m
ay no
t be u
sed,
repro
duce
d or r
elied
upon
by th
ird pa
rties,
exce
pt as
agre
ed by
AEC
OM an
d its
clien
t, as r
equir
ed by
law
or for
use b
y gov
ernm
ental
revie
wing
agen
cies.
AECO
M ac
cepts
no re
spon
sibilit
y, an
d den
ies an
y liab
ility w
hatso
ever,
to an
y part
y tha
t mod
ifies t
his dr
awing
with
out A
ECOM
’s ex
pres
s writt
en co
nsen
t. Do n
ot sc
ale th
is do
cume
nt. A
ll mea
surem
ents
must
be ob
taine
d fro
m the
state
d dim
ensio
ns.
PROJECT
CLIENT
CONSULTANT
REGISTRATION
CITY OF KAWARTHA LAKES50 WOLFE STREETLINDSAY, ON, K9V 2J2705-324-9411 telwww.kawarthalakes.ca
ISSUE/REVISION
KEY PLAN
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Last
Plo
tted:
File
nam
e:
Printed on ___% Post-ConsumerRecycled Content Paper
ARC
H D
24"
x 3
6"Pr
ojec
t Man
agem
ent I
nitia
ls:
Des
igne
r:C
heck
ed:
Appr
oved
:12345
A
B
C
D
5 4 3 2 1
300 Water Street
905.668.9363 tel 905.668.0221 faxWhitby, Ontario L1N 9J2
2020
-04-
29 9
:31:
54 P
MC
:\Use
rs\a
ni.h
utas
oit\D
ocum
ents
\CLE
ANW
ATER
\605
8050
3_A1
8_C
SI_C
SOC
.rvt
NEW CLEARWATER
Bowmanville, Ontario
STRUCTURES INC.OPERATION CENTRELake Road & Lamb Road
SITE PLAN-NEW
AS-101
60580503
Che
cker
Des
igne
rAp
prov
er
AS-101 REF: A-201 SCALE: 1 : 600
1 SITE PLAN-NEWI/R DATE DESCRIPTION1 01 May 2020 ISSUED FOR SPA
5/01/2020
60580503
Printed on ___% Post-ConsumerRecycled Content Paper
6500
R 12000
R 12000
R 12000
R 1200
0
R 3000
R 3000
R 3000
14 4
1
315 24
2534
35 45
3792
050
5057
002
WAY
S65
0057
0021
7057
002
WAY
S65
0057
0092
00
TYP.2750 TY
P.57
00
FIR
E R
OU
TEFI
RE
RO
UTE
FIR
E R
OU
TEFI
RE
RO
UTE
12800
FIRE ROUTE
9000
EXISTING GRASS TOREMAIN
NEW GRASS
GRAVEL YARD
NEW 6m WIDECONCRETE APRON
2.4m HIGH CHAIN LINKFENCE ON PROPOSED
PROPERTY LINE
NEW GRASS
LAKE ROAD LAKE ROAD
PROPERTY LINE
2.4m HIGH CHAINLINK FENCE ON
PROPOSEDPROPERTY LINE
GRAVEL YARD
60000
4500 9000 3000 9000 9000 9000 3000 9000 4500
4500
1200
012
000
1200
045
00
6000
R 12
000
NEW PREFAB. BUILDING60mx45mx10.36m(H)
2700m2
NEW 2 STOREYS OFFICE10mx30m=300m2
30300 6000
27550 3000
30300 6000
NEW GRASSNEW GRASS
HEAVY DUTYASPHALT ( TYP.)
NEW 2.5m WIDECONCRETE APRON
NEW 2.5m WIDECONCRETE APRON. SEESPECS. WITH 200mm DIABOLLARDSLIGHT DUTY ASPHALT ( TYP.)
HEAVY DUTY ASPHALT ( TYP.)
9m WIDE MOTORIZED SLIDE-GATE.SEE SPECS. WITH 200mm DIA
BOLLARDS
9m WIDE MOTORIZEDSLIDE-GATE
R 12000
R12
000
O.T
CO
L'S
& 4 .
45 +
/- H
EAD
CLE
ARAN
CE
10.5
c/c
6000
SPAN15.2m CRANE
CONCRETE PAVER
CRANE
GRAVEL YARD
TYP.2750
TYP.
5700
TYP.2750
TYP.
5700
7350
2597
0
40004000
1500
TYP.
3400
1500
TYP.
3400
TYP.5700
R 6000
R 6000
R 60
00
SNOW STORAGE AREA(MIN. 2% OF PAVEMENTAREA)
4530
1370
4527
0
13240
9000 5670 2450
6000 9000 56702500
60380 2500 6250 12760
13500 33000 13500
6000
4000
3600
2500
LEGENDS
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
CONCRETE APRON
GRAVEL
LANDS UTILIZED FOR SWM/ LANDSCAPE
FIRE ROUTE
CHAIN LINK FENCE
ACCESS IN/ OUT BUILDING
PROPERTY LINE
BOLLARDS (B)
SNOW STORAGE AREA
REQUIRED SETBACK
AECOM Canada Architects Ltd.
www.aecom.com
This
draw
ing ha
s bee
n pre
pared
for th
e use
of A
ECOM
’s cli
ent a
nd m
ay no
t be u
sed,
repro
duce
d or r
elied
upon
by th
ird pa
rties,
exce
pt as
agre
ed by
AEC
OM an
d its
clien
t, as r
equir
ed by
law
or for
use b
y gov
ernm
ental
revie
wing
agen
cies.
AECO
M ac
cepts
no re
spon
sibilit
y, an
d den
ies an
y liab
ility w
hatso
ever,
to an
y part
y tha
t mod
ifies t
his dr
awing
with
out A
ECOM
’s ex
pres
s writt
en co
nsen
t. Do n
ot sc
ale th
is do
cume
nt. A
ll mea
surem
ents
must
be ob
taine
d fro
m the
state
d dim
ensio
ns.
PROJECT
CLIENT
CONSULTANT
REGISTRATION
CITY OF KAWARTHA LAKES50 WOLFE STREETLINDSAY, ON, K9V 2J2705-324-9411 telwww.kawarthalakes.ca
ISSUE/REVISION
KEY PLAN
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
Last
Plo
tted:
File
nam
e:
Printed on ___% Post-ConsumerRecycled Content Paper
ARC
H D
24"
x 3
6"Pr
ojec
t Man
agem
ent I
nitia
ls:
Des
igne
r:C
heck
ed:
Appr
oved
:12345
A
B
C
D
5 4 3 2 1
300 Water Street
905.668.9363 tel 905.668.0221 faxWhitby, Ontario L1N 9J2
2020
-04-
29 1
0:33
:17
PMC
:\Use
rs\a
ni.h
utas
oit\D
ocum
ents
\CLE
ANW
ATER
\605
8050
3_A1
8_C
SI_C
SOC
.rvt
NEW CLEARWATER
Bowmanville, Ontario
STRUCTURES INC.OPERATION CENTRELake Road & Lamb Road
SITE PLAN-ENLARGED
AS-102
60580503
Che
cker
Des
igne
rAp
prov
er
I/R DATE DESCRIPTION1 01 May 2020 ISSUED FOR SPA
AS-102 REF: A-201 SCALE: 1 : 300
1 SITE PLAN-NEW -ENLARGED
N
5/01/2020
60580503