durham highway no. 2 · existing light standard existing hydro pole & guywire existing sign...
Post on 04-Apr-2020
1 Views
Preview:
TRANSCRIPT
T
T
T
T
2017-095
COURTICE COMMONSHIGHWAY 2 & TRULLS ROAD.
CLARINGTON, ON
SCALE
SHEET SIZE
PROJECT NUMBER
DRAWING TITLE
PROJECT NAME
DRAWING NUMBER
THIS DRAWING IS AN INSTRUMENT OF SERVICE & ISTHE PROPERTY OF ABA ARCHITECTS INC. & CANNOTBE MODIFIED AND/OR REPRODUCED WITHOUT THEPERMISSION OF ABA ARCHITECTS INC.
THE CONTRACTOR MUST VERIFY ALL DIMENSIONSON SITE AND REPORT ANY DISCREPANCIES TO THEARCHITECT, BEFORE PROCEEDING WITH THE WORK.
DRAWINGS ARE NOT TO BE SCALED.
610x914
DATECHRONOLOGY
DATENo. REVISIONS
LAST
SA
VED
BY:
Ruk
mar
D
ATE
: Jun
e 10
, 201
9FI
LE L
OC
ATIO
N: Z
:\20
17\2
017-
095
Cou
rtice
Tow
n C
entre
\2.0
Site
Pla
nnin
g\20
17-0
95 S
ite P
lan.
dw
g
a b a a r c h i t e c t s i n c .101 Randall Dr., Waterloo ON. TEL 519 884 2711 www.abarchitect.ca
CLIENT
1989 Leslie Street, Toronto, Ontario M3B 2M3Phone: 416.445.1107 Fax: 416.391.0586
SITE PLAN APPLICATION 2018.02.05
SITE PLAN
SPA.011:400
SITE PLAN1:400
01
SPA 01
EX. MH
EXISTING LIGHT STANDARD
EXISTING HYDRO POLE & GUYWIRE
EXISTING SIGN
EXISTING CATCHBASIN
EXISTING MANHOLE
ENTRANCE/EXIT
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT (FH)
FLUSH CURBING (FC)
PROPOSED FIRE ROUTE
CONCRETE CURB
BARRIER FREE PARKING SPACE(Typical 3.65 m x 5.70m)
PROPOSED BOLLARD
L.S.
EX. SIGN
EX. CB
EX. MH
PROPERTY LINE
EXISTING STANDARDIRON BARSIB
PROPOSED CONCRETE
PROPOSED LANDSCAPE/SOD
X
EXISTING HYDRO POLEH.P.
PARKING COUNT BUBBLE
PROPOSED FENCE
STOP SIGN RA- 1 (60x60)cmSUPPORT: STEEL
By PermitOnly
PACCESSIBLE PARKINGSIGN Rb 93 (60x75) cmSUPPORT: STEEL
FIRE
City Bylaw EnforcedROUTE
P FIRE ROUTE SIGN S-5(30x45) cm; SUPPORT:STEEL OR WALL
BIKE RACKS (##)
SITE LEGEND
TRANSFORMER C/WCONCRETE PAD ANDGROUNDING RODS
LOADING AREA
PROPOSED 1 STOREYRETAIL BUILDING
TOTAL FLOOR AREA: 496.3 sq.m.(5,342.1 sq.ft.)
PROPOSED 6 STOREY
90 UNIT MIXED-USE BUILDING
TOTAL FLOOR AREA:9,664.5 sq.m.
(104,031.0 sq.ft.)
PROPOSED 1 STOREYRETAIL BUILDING
TOTAL FLOOR AREA: 1,454.5 sq.m.(15,656.6 sq.ft.)
PROPOSED 1 STOREYRETAIL BUILDING
TOTAL FLOOR AREA: 3,153.6 sq.m.(33,946.0 sq.ft.)
PROPOSED 1 STOREYRETAIL BUILDING
TOTAL FLOOR AREA: 836.1 sq.m.(9,000.0 sq.ft.)
PROPOSED 1 STOREYRETAIL BUILDING
TOTAL FLOOR AREA: 624.0 sq.m.(6,717.1 sq.ft.)
BUILDING E
BUILDING C
BUILDING B
BUILDING A
BUILDING G
BUILDING F
PROPOSEDLANDSCAPED
AREA
PROPOSEDLANDSCAPE AREA
PRO
POSE
D L
AN
DSC
APE
D A
REA
PRO
POSE
DLA
ND
SCA
PED
ARE
A
PROPOSED LANDSCAPED AREA
PROPOSED LANDSCAPED AREA
PROPOSED CONCRETE SIDEWALK
EXTENT OF U/G PARKING
PROPOSED PERMEABLE PAVERS
PROPOSED LANDSCAPED AREA
PROPOSED LANDSCAPED AREA
PROPOSED CONCRETE SIDEWALK
PRO
POSE
D L
AN
DSC
APE
D A
REA
FIRE
RO
UTE
(HEA
VY
DUT
Y A
SPHA
LT)
FIRE
RO
UTE
(HEA
VY
DUT
Y A
SPHA
LT)
FIRE ROUTE(HEAVY DUTY ASPHALT)
FIRE
RO
UTE
(HEA
VY
DUT
Y A
SPHA
LT)
PROPOSED CONCRETE SIDEWALK
PROPO
SED CONCRETE SIDEW
ALK
PROPOSED PATIOTOTAL AREA: 85.8 sq.m.
(923.2 sq.ft.)
PRO
POSE
D C
ON
CRE
TE S
IDEW
ALK
PRO
POSE
DC
ON
CRE
TE S
IDEW
ALK
PRO
POSE
DC
ON
CRE
TE S
IDEW
ALK
PROPOSEDCONCRETESIDEWALK
PRO
POSE
D C
ON
CRE
TE S
IDEW
ALK
LOADING AREA
LOADING AREARAMP DN.
ENTRANCE
GA
RBA
GE
ROO
M
PROPOSED BUSSTOP ON
CONCRETE PAD
TRUL
LS R
OA
DA
ppro
ximat
e Ro
ad C
entre
line
DURHAM HIGHWAY No. 2
L.S./H.P
L.S.\H.P
L.S./H.P
L.S./H.P
TRAFFIC/H.P
L.S.
L.S.
L.S. /H.P
L.S.
TRAFFIC& L.S.
EX. MH
EX. MH
EX. MH
EX. MH
EX. MH
EX. MH
EX. MH
EX. MHEX. MH
EX. CB
EX. CBEX. CB
EX. CBEX. CB
EX. CBEX. CB
EX. CB
EX. CBEX. CB
EX. CB
EX. CB
EX. SIGN
TBTB
TB
SIB SIBSIB
SIB SIB SIB
SIB
SIB
SIB
SIBSIB
SIB
SIB
SIB
SIB
EX. FH
EX. FH
AVONDALE DRIVE
PAIN
TED
LIN
ES
PRO
POSE
D C
ON
CRE
TE S
IDEW
ALK
PRO
POSE
D C
ON
CRE
TE S
IDEW
ALK
PRO
POSE
D L
AN
DSC
APE
D A
REA
PAIN
TED
LIN
ES
FIRE ROUTE(HEAVY DUTY ASPHALT)
330503400(TYP.)
1500 3400(TYP.)
1375
0
2750
(TYP
.)33
050
3400
(TYP
.)
1500
3400
(TYP
.)
2750
(TYP.)
44000
2750
(TYP.)
38500
2750
(TYP.)
2750
(TYP.)
38500
2750
(TYP.)
2750
(TYP.)
24800
2750(TYP.)
55050
24750
2750
(TYP.)
24750
1375
0
2750
(TYP.)
2750
(TYP.)
2750
(TYP.)
2750
(TYP
.)
1375
0
11000
2750
(TYP
.)
2750
(TYP.)
2205
0
3400
(TYP
.)
1500
3400
(TYP
.)27
50
(TYP
.)
5700
5500
13750
2750
(TYP.)
2750
(TYP.)
2750(TYP.)
2750
(TYP.)
1655
03400
(TYP
.)
1500
19250
2750
(TYP.)
1140
075
0011
400
6000
1140
060
0057
0043
5031
5060
0011
400
6000
1140
060
0011
400
1200
1200
6000
5700
6000 5700 1950 5700 11350 5700 287175001950
3650
7500
1140
060
0011
400
6000
5700
4850
1950 3000 7500 6000 5700
PROPOSED LANDSCAPED AREA
PRO
PERT
Y LIN
E
PROPERTY LINE
PRO
PERT
Y LI
NE
POST
RO
AD
WID
ENIN
G
N19
'40'
00"W
N64'38'20"W
N70'20'40"E N69'30'10"E R = 990.00 m A = 29.08 m C = 29.08 m N68'39'40"E
N69'40'20"E N70'41'00"E
N19
'40'
00"W
N12
'55'
00"W
21.37 m
25.46 m
59.80 m 32.17 m
40.0
0 m
103.
80 m
152.
18 m
PRO
PERT
Y LI
NE
PRE
ROA
D W
IDEN
ING
L.S.
L.S.H.P.
PROPOSED CONCRETE SIDEWALK
EXISTING CONCRETE SIDEWALK
11000
PRO
POSE
DC
ON
CRE
TESI
DEW
ALK
PROPOSED LANDSCAPED AREA
PROPOSED LANDSCAPED AREA
PROPOSEDLANDSCAPED
AREA
1950
75005700
2750
(TYP
.)
PROPOSED SNOW STORAGEAREA FOR BUILDING A:
2% OF HARD SURFACE AREA
64575
28290
1732
4
24943
3352
8
22981
3031
0
PROPOSED GROUND FLOOR
COMMERCIAL SPACE
ELEC.ROOM
RAMP DN. (6%)
5130
0
GARBAGEENCLOSURE
2750
(TYP.)
3222
9145
PROPOSED CONCRETE SIDEWALK
3004
PROPOSED CONCRETE SIDEWALK
PROPOSED
PUBLIC ART
PROPOSED CONCRETE SIDEWALK
PRO
POSE
CO
NC
RETE
SID
EWA
LKPR
OPO
SE C
ON
CRE
TE S
IDEW
ALK
EX. O
/H H
YDRO
LIN
EEX
. O/H
HYD
RO L
INE
EX. O
/H H
YDRO
LIN
E
EX. O/H HYDRO LINE
EX. O/H HYDRO LINE
9647
PROPOSED RETAINING WALL
PROPOSED RETAINING WALL
LOADING AREA
RAMP DN. 5%
476775004342
2750
(TYP.)
2750
(TYP.)
24800 2750 27500
1740
018
900
PROPOSED SHOPPINGCART CORALS (2)
PROPOSED SHOPPINGCART CORALS (2)
PROPOSED TEMPORARY SEASONALOUTDOOR SELLING AREA
(125.4 sq.m.) (1,350 sq.ft)
51000
3400
(TYP.)
1500 3400
(TYP.)
3400
(TYP.)
1500 3400
(TYP.)
RAMP DN.
PROPOSED RETAINING/SCREENING WALL
PRIN
CIP
AL
ENTR
AN
CE
O/H
DO
OR
MA
ND
OO
R
REC
EIV
ING
DO
CK
3400
PROPOSED BIKE RACKS (6)COVERED WITH SHELTER
2750
(TYP
.)
FIRE
RO
UTE
(HEA
VY
DUT
Y A
SPHA
LT)
2800
5700
2750
(TYP.)
33000
44000
6000
7263
2
1301
859
600
33225
5609
5
4030
990
80
7408
1200
2500
3460
O/H
DO
OR
MA
ND
OO
R
R900
0
R3000
R3000
R6000
57002500
PRO
POSE
D C
ON
CRE
TE S
IDEW
ALK
PROPOSED CONCRETE SIDEWALK
2726
PRO
POSE
D C
ON
CRE
TE S
IDEW
ALK
O/H
DO
OR 33
00
PRO
POSE
D C
ON
CRE
TE S
IDEW
ALK
3450PROPOSED LANDSCAPED AREA
1800
RAMP DN.
F.H.
2900
1950 3000
1950 2970
SIGN
PROPOSED BIKE RACKS (2)
FIRE ROUTE(HEAVY DUTY ASPHALT)
N.T.S.KEY PLAN
SUBJECTSITE
CO
URTICE RD
.
HIGHWAY 2
TRULLS RD.
STRATHALLAN DR.
SANDRINGHAM DR.
AVA
LON
E D
R.
SAN
DRI
NG
HAM
DR.
YORKVILLE DR.
RICHA
RD G
AY A
VE.
N
WATERROOM 36
5830
48
4075
R138
00
R2000
20255
R300
0
R3000
RETAILENTRANCE
RETAILENTRANCE
RETAILENTRANCE
PROPOSED LANDSCAPED AREAS
22000
4500
(TYP
.)27
50(T
YP.)
2750
(TYP.)
F.H.
2750(TYP.)
4755
5700
6000
4000
LOADING AREA
LOADING AREA
PROPOSEDLANDSCAPED AREA
2019.01.16ISSUED TO CONSULTANTS19
9000 9000
EXTENT OFCANOPY ABOVEEX
TEN
T O
FC
AN
OPY
ABO
VE
2750 27500
2750 24750
38500 27500
SIGN
5700
6000
5700
4000
6000
5700
2100
0
2750(TYP.)
2750(TYP.)
PRO
POSE
D T
EMPO
RARY
SEA
SON
AL
OUT
DO
OR
SELL
ING
ARE
A (7
7.5
sq.m
.)(83
4.2
sq.ft
)R3000
3660
6%
R9000
R6000
R9000
3000
11000
PROPOSED LANDSCAPED AREA
22990
RAMP DN. 12%
R9000
R3000
R3000
R3000
R3000
R10500
F.H.
2500
2337
6500
25002850 1950 13750
PRO
POSE
D L
AN
DSC
APE
D A
REA
EX. HYDRO POLE / CB TO BE
RELOCATED BY OTHERS
PRO
POSE
DC
ON
CRE
TE S
IDEW
ALK
R9000
2850
SIGN
2000
2000
2776
6735
PROPOSEDPERMEABLE
PAVERS
EXTE
NT
OF
BALC
ON
IES
ABO
VE
EXTENT OFBALCONIES ABOVE
EXTENT OFBALCONIES ABOVE
EXIT
EXIT
PROPOSED
TOWN CENTER
SIGNAGE SIG
N
TRASH
TRASH
BENCH
TRASH
EXTENT OF M
ECH. PENTHO
USE
THERMOPLASTIC IMPRESSEDASPHALT CROSSWALK
(SEE LANDSCAPE DWGS.)
PRO
POSE
DPE
RGO
LA
PROPOSEDPERGOLA
PRO
POSE
D P
ERG
OLA
TO
BE
INST
ALL
EDUP
ON
CO
MPL
ETIO
N O
F C
IVIC
CEN
TRE
GARBAGE ROOM/MOVE-IN
PRIN
CIP
AL
ENTR
AN
CE
BIKE ROOM
CB
CB
CB
CB
MH
MH
MH
MH
MH
MH
CB
MH
MH
MH
MH
MH
MH
MH
L.S.
L.S. L.S.
L.S. L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
CB
EXIT
F.D
.C
16637
PRIN
CIP
AL
ENTR
AN
CE
PRINCIPALENTRANCE
PRIN
CIP
AL
ENTR
AN
CE
PRINCIPALENTRANCE
BEN
CH
BENCH
BENCH
BENCH
BENCH BE
NC
H
F.H.
BEN
CH RAISED PLANTER
RAISED PLANTER
RAISEDPLANTER
CONCRETE PARKINGBUMPER; (TYP. IN FRONTOF STORE FRONT)
BENCH ON CONCRETE PADPROPOSED LIGHT STANDARD
PROPOSED TRASH CAN
BENCH
BENCH
BENCH
TRA
SH
BEN
CH
BENCH
PAIN
TED
LIN
ESPA
INTE
D L
INES
PAIN
TED
LIN
ESPA
INTE
D L
INES
PAIN
TED
LIN
ESPA
INTE
D L
INES
PAIN
TED
LIN
ES
PAIN
TED
LIN
ESPA
INTE
D L
INES
PAIN
TED
LIN
ESPA
INTE
D L
INES
PAIN
TED
LIN
ES
PAIN
TED
LIN
ES
BEN
CH
TRA
SHBE
NC
H
L.S.
L.S.
RAISEDPLANTER
RAIS
EDPL
AN
TER
THERMOPLASTIC
IMPRESSED ASPHALT
CROSSWALK
(SEE LANDSCAPE
DWGS.)
THERMOPLASTICIMPRESSED ASPHALT
CROSSWALK(SEE LANDSCAPE
DWGS.)
5000
L.S.
PROPOSEDPERMEABLE
PAVERS
PROPOSED CONCRETE SIDEWALK
1. LEGAL DESCRIPTION: PART OF LOT 30 CONCESSION 2 GEOGRAPHIC TOWNSHIP OF DARLINGTON, NOW IN THEMUNICIPALITY OF CLARINGTON REGIONAL MUNICIPALITY OF DURHAM
2. SITE INFORMATION TAKEN FROM IVAN B. WALLACE; FILE NUMBER: 5-11446-RPLAN-V43. FOR SITE GRADING, SERVICES & STORM WATER MANAGEMENT REFER TO DRAWINGS PREPARED BY CANDEVCON
LIMITED4. FOR LANDSCAPE WORK REFER TO DRAWINGS PREPARED BY BRODIE & ASSOCIATES LANDSCAPE ARCHITECTS INC.5. FOR SITE LIGHTING REFER TO DRAWINGS PREPARED BY INVIRO ENGINEERED SYSTEM LTD.6. ALL ROADS & ISLANDS SHALL HAVE 150mm CURBS UNLESS NOTED OTHERWISE.7. CURB RADIUS = 1.20m UNLESS OTHERWISE DIMENSIONED.8. STANDARD PARKING STALLS TO BE 2.75m x 5.70m8. BARRIER FREE PARKING STALLS TO MEET THE MUNICIPALITY OF CLARINGTON REQUIREMENTS OF 4.5m x 5.7m OR 3.4m
x 5.7m WHEN PAIRED, INCLUDING ALL APPLICABLE ACCESS AISLES (1.5m WIDE).9. ALL OUTDOOR LIGHTING MUST BE FULL CUT-OFF AND HAVE NO GLARE.10. FIRE HYDRANTS ARE TO BE PAINTED RED11. TREE PROTECTION FENCING SHOULD BE ERECTED AROUND ALL EXISTING LANDSCAPED AREAS TO REMAIN AND
SHOULD REMAIN ON SITE FOR THE DURATION OF THE CONSTRUCTION.12. ALL ROOF-TOP EQUIPMENT TO BE SCREENED AND/OR LOCATED SO THAT IT CANNOT BE VIEWED FROM THE STREET.13. SIGNAGE (BUILDING, PYLON & OTHERWISE) NOT APPROVED VIA THE SITE PLAN APPROVAL PROCESS.14. THERE WILL BE NO OUTDOOR STORAGE OF ANY ITEMS ON SITE.15. ALL GARBAGE TO BE STORED INTERNALLY UNTIL PICKUP.16. LIGHT FIXTURES & BOLLARDS ARE NOT TO OBSTRUCT PEDESTRIAN MOVEMENT.17. ANY MULTIPLE UNIT IDENTIFICATION SIGNAGE TO HAVE REFLECTIVE LETTERING.18. EXCESS SNOW TO BE REMOVED FROM SITE.19. INTERIOR OF PARKING GARAGE TO BE PAINTED WHITE IN ENTIRETY.20. LIGHTING IN PARKING GARAGE TO BE RECESSED AND MUST NOT SPILL OUT, SHOULD NOT "GLARE" OVER TO STREET OR
PROPERTIES NOR SHOULD THE LIGHTING BE VISIBLE FROM THE STREET.21. RESPECTING ALL WORK IN THE MUNICIPAL RIGHT OF WAY, THE CONTRACTOR IS TO PROVIDE AT LEAST 48 HOURS
PRIOR TO NOTICE TO THE CLARINGTON ENGINEERING SERVICES DEPARTMENT STAFF AT 905-623-3379.22. A ROAD OCCUPANCY PERMIT WILL BE REQUIRED FOR ANY WORK DONE IN THE MUNICIPAL ROAD ALLOWANCE.
EXCAVATION OF THE ROAD SURFACE IS NOT PERMITTED BETWEEN DECEMBER 1ST AND APRIL 30TH.23. ALL RESTORATION OR WORK DONE IN THE ROAD ALLOWANCE MUST BE COMPLETED AS PER MUNICIPAL FIELD STAFF
DIRECTION.24. THE PERFORMANCE GUARANTEE WILL NOT BE REFUNDED BY THE MUNICIPALITY OF CLARINGTON UNLESS THE WORKS
HAVE BEEN INSPECTED BY MUNICIPAL FORCES AND DEEMED TO BE COMPLETE AND SATISFACTORY.
SITE PLAN NOTES
Min. FRONT YARD SETBACK: 2.0m; (Zoning By-law 2018-059)
Max. FRONT YARD SETBACK: 5.0m; (Zoning By-law 2018-059)
Min. EXTERIOR YARD SETBACK:
2.0m; (Zoning By-law 2018-059)
Max. EXTERIOR YARD SETBACK: 5.0m;
(Zoning By-law 2018-059)
Min
. EXT
ERIO
R YA
RD S
ETBA
CK:
2.0
m; (
Zoni
ng B
y-la
w 2
018-
059)
Max
. EXT
ERIO
R YA
RD S
ETBA
CK:
5.0
m; (
Zoni
ng B
y-la
w 2
018-
059)
Min
. IN
TERI
OR
SID
E YA
RD S
ETBA
CK:
1.5
m(Z
onin
g By
-law
201
8-05
9
PAINTED STOP BAR
PAINTED STOP BAR
BOLLARDSEXIT
ENTR
AN
CE/
EXIT
BENCH
PROPOSED
PERGOLA
BENCH
BOLLARDS
O/H
DO
OR
1109
5
7500 58364
TRAFFIC& L.S.
SIGNALIZEDINTERSECTION
HEAVY DUTY ASPHALT
R9000
7500
2400
1500
PROPOSED CONCRETE SIDEWALK
EXISTING LS/ HP/ CB TO BE RELOCATED
EX. CB
2018.08.09ISSUED FOR COORDINATION16
2018.08.13SITE PLAN RESUBMISSION17
2018.08.20SITE PLAN TO CLIENT18
2750 22000
27500
2750(TYP.)
2750 27500
2750 27500
2750 27500
22000 2750 16500
R3000
R300
0
2750(TYP.)
PROPOSEDLANDSCAPED AREA
PROPOSEDLANDSCAPED AREA
PROPOSEDLANDSCAPED AREA
PROPOSEDLANDSCAPED AREA
PROPOSED SNOWSTORAGE AREA
2019.01.24ISSUED TO CONSULTANTS20
EX. CB
PROPOSED SNOW STORAGE AREA:2% OF HARD SURFACE AREA
2500
R = 1010.00 m A = 35.65 m C = 35.65 m
1025
5850
10m X 10m SIGHT TRIANGLE
R600
0
PRO
POSE
D P
UBLI
C A
RT
EXTENT OF CANOPIES ABOVE
EXTE
NT
OF
CA
NO
PIES
ABO
VE
EXTE
NT
OF
CA
NO
PIES
ABO
VE
F.D
.C
60000 PROPOSED MEDIAN
EXISTING ISLAMIC CENTRE
BENCH
1800
0(3
6.0
m R
.O.W
)
APPROXIMATEDRIVEWAY LOCATION
RAISEDPLANTER
1.0m HIGHPRECAST WALL
FC
TWSI
DEPRESSEDCURB FOR
RAIN GARDEN
TWSI
TWSI
TWSI
TWSI
O/H
DO
OR
EXIT
DOOR
SOD
BO
ULEV
ARD
RAIS
EDPL
AN
TER
MANDOOR
TWSI
TWSI
TWSI
TWSI
TWSI
TWSI
FC
FC
FC
FC
4623
1820
0
5000
PROPOSED PARKING CURBS
BOLLARD
RAMPED ASPHALT DETAILAS PER 3.8.3.2(3) 1:150
02
SPA 01
3400ACCESSIBLE
PARKING
1500AISLE
3400ACCESSIBLE
PARKING
PROPOSED CONCRETE SIDEWALK
TWSI
5700
2019.01.29ISSUED TO CONSULTANTS21
BOLLARD
BOLLARD
R6000
R6000
R2500
ENTRANCE/ EXIT
PROPOSED 2 STOREYRETAIL BUILDING
TOTAL FLOOR AREA: 2,368.5 sq.m.
(25,495.5 sq.ft.)
BUILDING D
PROPOSED CONCRETE WALKWAY
PROPOSED CONCRETEBUS PAD/BAY
180.80 m
N76'53'20"E
6.07
m
N87'20'35"E
27.01 m
N03
'45'
50"W
PRO
PERT
Y LIN
E PROPERTY LINE POST ROAD WIDENING
PROPERTY LINE PRE ROAD WIDENINGPROPOSED LANDSCAPED AREA
PROPERTY LINE POST ROAD WIDENING
GA
RBA
GE
ROO
M
LOBBYENTRANCE
PRO
POSE
D P
ATIO
TOTA
L A
REA
: 98.
0 sq
.m.
(1,0
54.8
sq.ft
.)
RETAILENTRANCE
RETAILENTRANCE
EXIT
EXIT EXIT
MECHANICALROOM EXIT
EXIT\
ENTR
AN
CE
EXITEXIT
RETAILENTRANCE
EXTE
NT O
FC
AN
OPY
ABO
VE
EXTENT OF CANOPY ABOVE
EXTENT OF CANOPY
EXTENT OF CANOPY ABOVE
PROPOSED LANDSCAPED AREA
15m X 15m SIGHT TR
IANGLE
2.95
m
F.D.C
EXIT\
ENTR
AN
CE
DEPRESSED CURBFOR RAIN GARDEN
PRO
POSE
D P
ARK
ING
CUR
BS
PROPOSEDPARKING CURBS
PRO
POSE
DLA
ND
SCA
PED
ARE
A
VISIBILITY TRIANGLE3m x 3m
R15000
R1500
0
VISIBILITY TRIANGLE3m x 3m
BENCH
TRA
SH
BENCH
BENCH
BENCH
TRASH
BEN
CH
TRA
SH
BENCH
BENCH
BENCH 3100
EXTENT OF LEVEL 5-6 ABOVE
EXTE
NT O
F LE
VEL
5-6
ABO
VE
AMENITYROOM
2019.02.01ISSUED TO CONSULTANTS22
SLO
PE U
P
EXTENT OF UNDERGROUND STORAGE TANK
TWSI
TWSI
TWSI
TWSI
TWSI
TWSI
TWSI
TWSI
TWSI
TWSITWSI
TWSI
TWSI
TWSI
TWSI
TWSI
TWSI
TWSI
TWSI
TWSI
TWSI
TACTILE WARNING STRIPINDICATOR (TWSI) C/WDROP CURB
TWSI
TWSI
TWSI
TWSI
3686
FIN
AL
SID
EWA
LKS
LOC
ATIO
NS
TO B
E C
OO
RDIN
ATE
D W
ITH F
IXTU
RE P
LAN
FAMILYPARKING
197.05 m
N87'20'35"E
5.78
m
5.30
m
18.2
6 m
N31'43'00"E
16.50 m
N19
'40'
00"W
174.
74 m
F.D.C
PROPOSED LANDSCAPED AREA
TRASH
2019.02.042nd SPA RESUBMISSION23
198624HIGHWAY 2 PROPERTY LINE
2500
EXTE
NT
OF
CA
NO
PYA
BOVE
EXTE
NT O
FBA
LCO
NIE
S A
BOVE FD
C
3932
3646
R3000
R3000
5000
R3000
R6000
R9000
RAISED PLANTER
2981
1650
1800
5000
5000
2019.02.22ISSUED TO CONSULTANTS24
3000
3030
3000
3000
2019.02.22REISSUED TO CITY25
2019.02.27ISSUED TO CONSULTANTS26
RAM
PED
ASP
HALT
RAM
PED
ASP
HALT
RAMPEDASPHALT
RAMPEDASPHALT
RAM
PED
ASP
HALT
2019.03.11ISSUED TO CONSULTANTS27
2019.03.12ISSUED TO CONSULTANTS28
1:10
SLOPE
UP
1:10
SLOPE UP
1:10
2019.03.18REISSUED TO CITY26
C/L OF ROAD
EX. MH
3500
RIG
HTLA
NE
TURN
3460
EXIS
TING
EAST
BOUN
DTH
ROUG
HLA
NE
3760
EXIS
TING
EAST
BOUN
DTH
ROUG
HLA
NE
2019.04.17ISSUED TO CONSULTANTS27
2019.05.06ISSUED TO LOBLAWS28
2075
3336
2019.05.29ISSUED TO LANDSCAPE29
2019.06.11RE-ISSUED TO CITY30
top related